1620 MARITIME OAK DR - STRUCTURAL DWGS r
DESIGN SPECIFICATIONS: GENERAL NOTES:
8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
Project has been designed in accordance with the 5th Edition(2014)Florida Bui ding 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 4"to 2" - 11481 OLD ST.AUGUSTINE RD.,SUITE#202
DESIGN CRITERIA: �;
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
cubic yard in accordance with manufacturer's recommendations. ` ��ea�iAA4� 2401 F:904.260.4367
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type ♦t ihu1tA Ilsoutn.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 RI R:25846
Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least �'� .' Q Fly'•
Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the o p y * -
95/o of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection sF�'���%
Building Classification: Residential contractors sole responsibility to determine the procedure,sequen,,e,and temporary NO •
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during shall be provided in accordance with applicable code requirements. If soil treatment 0 res s
Wind-Borne Debris: NOT located in the wind-borne debris region construction. is used,the treatment shall be done after all excavation,backfilling,and compaction •
is completed.
-Unless otherwise noted,project site considerations shall be the responsibility of he 4. The contractor shall verify all conditions and dimensions at the jot site prior to . i �►-- CyF�_. r
10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
•�� �.�
` owner and/or contractor. Examples of such items include,but shall not be limite to, commencing work. ,compacted to a density of at least 95%of the Modified Proctor Maxim '� /D�` �' •`
determination of grade elevations,drainage features,and special requirements um Dry Density = .,,�s�40
-associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors.angles, (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. 3 /yaL
plates,openings,sleeves,hangers,slab depressions,or other corripcnents 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 06-28-16
2" Concrete exposed to earth or weather JESSE J.JANNETTE,PE
Floors: 6. All details and sections shown on the structural drawings are intended to be typical 1 '/2"Concrete not exposed to earth or weather FL PE No.78623
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation eisewhere in the work except
wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor where indicated otherwise. COMMENTS:
12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shat be minimum lengths:
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural aetails and secti_)rs. The omtractor #4 bars: 21"minimum
shall contact the Engineer for clarification in cases of conflict bet";Ie n the structural bars: 26"minimum
#5
Roofs: drawings and any drawings prepared by others prior to Commencing work. #5 bars: 32"minimum
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 sails exploration report. o
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of 13 Reinforcement in footings shall be bent around corners or corner bars shall be used.
2000 psf. The Engineer shall be notified if soil conditions engouln*=�- d differ from the
DESIGN LIVE LOADS: 14 E
. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
noted assumptions. All requirements for site preparation and sol.Compaction reinforcing steel.Support items which bear on exposed concrete surfaces shall have
specified in the soils report shall be followed unless more stringent requirements are
ends which are plastic tipped or stainless steel.
Floors: specified in these plans. o
Exterior Balconies: 40 psf MASONRY: g
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"Buiiding Code Requirements for
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301 a
1. All masonry work shall be in accordance with"Building Code Requirements for a
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI y
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11
Without Storage 10 psf Slabs on grade,footings,and misc.concrete: f'c=2500psi
With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi
With Storage: 30 psf(fixed stair access Designated radon zones only n ,0psi 2• Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
g p ( ) 9 y-all concrete: fc=3;.f t, 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". y
Roofs: 3. Cement shall conform to"Specification for Portland (ASTM G150)
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 psf
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregatas"(ASTM C33) in brick veneer.
CLIENT:
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts
4. The contractor shall be responsible for the design and installation of all flashing. m NORTH FLORIDA BUILDERS
of oil,acids,alkalis;salts:.organic y
material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry(CMU):
Wails: -
PROJECT:
Wind loads xvitn plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otvi;_N rise noted on the $ LOT 132 ATLANTIC BEACH CC
g g 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 shah conform to 'D��:ails anti Detailing of
Wind loads with flexible finishes: Concrete Masonry Units,normal weight,with a minimum compressive strength of 9 (1620 MARITIME OAK DRIVE)L/120 or L/180* Concrete Reinforcement,"ACI 315,unless detailed otherwise on fife structural 1900 psi(fm=1500 psi). JOB NUMBER: COUNTY:
*L/180 for exterior walls with interior gypsum board finish. drawings.
r
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following s SCALE: 1
Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as plarr;rnent of reinforcement minimum lengths: 2 =1-0 (U.O.N.)
Total load: L/240* shall be in accordance with"Standard Tolerances for Cornerrfe Construction and s
y q y g Materials,"ACI 117. Footing or slab edges may be u .to 1,� :Aside of #4 bars: 20"minimum FILE COPYV DO NOT SCALE THIS DRAWING
*Increased floor stiffness may be required b floor covering manufacturer y I' "�'�� ,, the sill plate. ., , RELEASE DATE:
#5 bars: 25 minimum
F.t�,)� #6 bars: 30"minimum 06-28-16
YCvOfS: REVISIONS:
Live Load: L/240
Total Load: L/180
3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts.
4. Provide cleanouts per ACI 52BRT IMMURcFn AJQ69 rEr Wclm-11 NRVV1 CE DRAWN BY:
height exceeds 5'-0". CITY QF ATLANTIC BEACH W CMF
a CHECKED BY:
��E PERM,Q#n ADD1TtONAL MJB/JJJ
5. Beam reinforcement shall be contir�Q �% D CONDITIONS TITLE:
C:Q(� DITIONS GENERAL NOTES
�u� C SHEET 1 of 2
REVIEWED�: DATE; �� / �� SHEET:
µ S-1
J
1
F_.
Clay Masonry(Brick):
13. Fasten plies of 1 1%"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Br ck,and 2-ply beams with(3)rows of 0.131"x3%"nails @ 12"o.c.
Hollow Brick,respectively. Grade SW shall be used. 3-ply beams with(3)rows of 0.131"x3 Y4"nails @ 8"o.c. (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ULSBERG
4-ply beams with(2)rows of Simpson 6$/"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's
2. Brick veneer shall be anchored with a .. ENGINEERING, INC.
approved ties spaced no more than 16 o c. STRUCTURAL STEEL: requirements.
.1H
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall 11481 OLD ST.AUGUSTINE RD.,SUITE#202
openings greater than 16"in either direction,and shall be spaced no more tha 136, JACKSONVILLE,FL.32258
1. Structural steel shall conform to AISC Specifications for Design and Fabrication and
LU
P:904.886.2401 F:outh.n 0.4367
o.c.and placed within 12"of the openings. jhulseng@bellsouth.net
Erection of Structural Steel for Buildings(latest editions).
a.Welded connections: _ NUMBER:25846
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall AWS D1.1 `�0
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. b.Structural steel shapes,plates: ASTM A36 J
J�
22 gage by 7/8"corrugated and fastened with 1 '/"galvanized roofing nails. c.Structural steel pipe: ASTM A53 or A501 WIND PRESSURES ON WINDOWS DOORS & � 'r `,' •�i'/ ',
Adjustable or strand wire veneer ties shall be used at CMU walls. d.Structural steel tubing: ASTM A500 '� 1-ECT/
r y , :A
_ •..-
;'4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for 2• All structural steel connections and fabrications shall comply with AISC specifications. SOFFITS (psfl
supporting brick veneer over openings. This angle will not be required for arch ad _ •
windows where brick is self-supporting. 3• Steel shop drawings shall be provided to the Engineer for AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4)
If the length of the opening exceeds 6'.0f then 9 approval prior to fabrication. s A7�
the steel angle shall be attached to the wood framing with%$"x 3"la screws 12" Pos Ne9 pos Neg o ,�` C, ;�-
g 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes �'.IQR�d P ' !(j
o.c.or Simpson h x 3"SDS screws @ 1ood f
shall not be used. 0 to 20 sf 18.3 -24.5 18.3
WOOD FRAMING: 20.1 to 50 sf -19.8 W ���i���SAL Et, ��'w,�
5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 17.5 '22.8 17.5 -19.1
50.1 to 100 sf 16.4 -20.6 ���Ii9 �6
1. All wood framing has been designed in accordance with"National Design Spec ficatio 16.4 -18.0 m PSTJ.JANNETTE,PE
6. All structural steel shall beshop-painted with SSPC Paint 15 red oxide 100.1 to 200 sf 15.5 -19.1 15.5--17.1 FL PE No.78623
(NDS)for Wood Construction,"geed edition. ( )primer. Prior
to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 a COMMENTS:
2. Southern Yellow Pine member design incorporates design values for all sizes a d g Soffit Design Pressure 18.3 -24.5 18.3
7. SSPC Paint 36 pp -19.8
grades of visually graded Southern Yellow Pine dimension lumber per"Supple lent (polyurethane)shall be a tied as the final coat to all structural steel Base Design Pressure 15.50 GCpi=t0.18
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," surfaces exposed and visible to the exterior of the structure.
the Southern Pine Inspection Bureau(SPIB). published by
8. Field touch-up after installation where required to restore final finish.
3. All wood members exposed to weather or in contact with masonry,concrete or oil
shall be treated with an appropriate preservative suitable for the exposure condi ions. HARDWARE AND ANCHORS:
4. If ACQ treatment is used on any wood member,then all nailing shall require
1. All framing anchors and connectors shall be manufactured by Simpwn Strong-Tie,
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Clas 50. United Steel Products(USP), or Engineer approved equal, t
If borate treatment is used then galvanizing is not required. TYPICAL EDGE STRIP(5)
2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM a=5.0'
5. Prefabricated wood trusses shall comply with NDS and"National Design Standa d for F1554,Grade 36.
Metal Plate Connected Wood Truss Construction(TPI 1-07)."
3. All metal connectors and hardware which are exposed to the exterior or in contact TYPICAL INTERIOR ZONE(4)
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
ASTM A153,Class C,or ASTM B695,Class 50.7. I
The Truss Manufacturer shall submit shop drawings and design notes with a
registered Engineer's seal for a g 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
approval
Design notes shall include the rated load Florida Product Approval)and installed according to the manufacturer's instructions.
capacity of the truss to truss connectors,and the manufacturer's license to fabric to
trusses utilizing the connector system proposed.The contractor shall approve Holes shall be cleaned of all debris and brushed out prior to installation of anchor . "
fabrication and installation drawings showing size,shape and layout. adhesive. :: y
ROOF COVERING:
8. Jobsite handling and erection, including temporary bracing,during installation of
trusses shall comply with TPI/WTCA BCSI 1.
1. The contractor shall be responsible for the design and installation of the roof covering CLIENT:
system. NORTH FLORIDA BUILDERS
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fast ned ... .. ....•.
::::;.
totheir supporting walls or beams with metal connectors as noted in the Truss
Connection Schedule. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the PROJECT:
t manufacturer's requirements. :: .. .
applicable LOT 32 ATLANTIC BEACH CC
detail as shown in the structural drawings. (1620 MARITIME OAK DRIVE)
10. All gable ends shall be balloon framed or braced in accordance with thea
pp 3. Clay and the roofs shall be installed per the"Concrete and Clay Roof Tile Installation
Manual,"and the manufacturer's requirements. :: JOB NUMBER: COUNTY:
11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers shall " ''' ' $ SCALE: 16-0972 DUVAL
be provided by others. ) 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according y" =1'-0"(U.O.N.
to the manufacturer's requirements. " )
E
ngineered lumber LVL, ....................
•••••••• 8 DO NOT SCALE THIS DRAWING
�►. ( Parallam or LSL)shall meet the following minimum material
RELEASE DATE:
specifications: 5. The contractor shall be responsible for the design and installation of all metal flashing I �
LVL or Parallam LSL and valley material.
RE06-28-16
VfSIONS:
E=2,000,000 psi E=1,550,000 psi t
Fb=2,600 psi Fb=2,325 psi
Fc=750 psi Fc=900 psi
Fv=285 psi Fv=310 psi DRAWN BY:w CMF
21
I _2 CHECKED BY:
= MJB/JJJ
TITLE:
GENERAL NOTES
w
SHEET 2 of 2
t FILE COPY P
:0 SHEET:
S-2
50'-0"
18'-8" ULSBERG
18'-11" —' � 12'-5" 24"x 24"x 12"PAD FOOTING
WITH(2)#5 EACH WAY(TYP.) STEMWALL ENGINEERING, INC.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEE DETAIL"E"ON SD-1 6 11481 OLD ST.AUGUSTINE RD.,SUITE#202
Wl
JACKSONVILLE,FL.32258
f— v — — — — — — — — — — — I w P;904.886.2401 F:904.260.4367
Lu m jhulseng@bellsouth.net
0 12'-8" I v� FLORIDA C.A.NUMBER:25846
I I CD - - - - - -- �
— — o `�trttrrrttttts�
p�I
_ 91.411 _ I (� — — I 2x4 SILL PLATE w/ �`� S J• j
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9'-4" SGD RECESS"' I I I I %"x 3y"TAPCON 3 •' CE�yS,
— - - - - - - - - I N I I SCREWS @ 24"O.C.co
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o
7 — — — — o I #5 DOWELS HOOKED
N INTO STEMWALL
I , aZAre
SEE DETAIL"B"ON S-3 m o I I @ 16"O.C. #5 CONT. ;W(% AN�? op
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a
ROVIDE RECESS I I I 9 ��i to •�R1��` •' �`�
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FOR CANTILEVERED SLAB ( d W +, ,,��
AT RECESSES SHOWER Lo o FOR SHOWER I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF I I -
H �Jii1f��PE
OR FIBERMESH OVER 6 MIL VAPOR BARRIER I I p d ° a o.78623
SEE DETAIL"A"ON S-3 ( — SD-2 I COVERING CLEAN AND COMPACTED FILL — $��+ d
d p COMMENTS:
FOR CANTILEVERED SLAB 3'g" 13'-10" 31-6 #5 CONT. FI D
1 "
ERIFY
" I t8'
I HOOK #5 REINFORCEMENT @ 16"O.C.
#4 REINFORCEMENT-- I I REINFORCEMENT LOCATE AT APPROXIMATE
@ 24"O.C. I I I #4 REINFORCEMENT—t;—
EINFORCEMENT 4"INTO CURB MID-HEIGHT OF S t
#5 REINFORCEMENT I I @ 24"O.C. LAB 3
@ 16"O.C. I I #5 REINFORCEMENT
I L @ 16"O.C. E
SEE DETAIL"A'ON S-3 _
I I FOR CANTILEVERED SLAB I
I I I IB SECTION-CANTILEVERED SLAB AT RECESSED SHOWER
17'-10" 1 I I 'ITr S-3
26'-2" 41-0-1 1 00 o
m
B I I H I I R
B
sD 1 11 sD-2 I I m o SDA 2x4 SILL PLATE w/
Y4 x 3Y TAPCON #5 REINFORCEMENT @ 16 O.C.
o I I SCREWS @ 24"O.C. LOCATE AT APPROXIMATE
I I I MID-HEIGHT OF SLAB
1 I I N I I #5 CONT.
ocn
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p d d v
— — — — — — — — — — — — — __j — I I I ° ° a Qaf CLIENT:
"' g+ „ m NORTH FLORIDA BUILDERS
10'-4" 6'-0" I I I FIELD @ 24 O.C.
I a o I I I I I VERIFY
I m PROJECT:
I I I I LOT 132 ATLANTIC BEACH CC
12'-8"
(1620— I (1620 MARITIME OAK DRIVE)
9 JOB NUMBER: COUNTY:
I I I I - - - -
- — — �. 16-0872 DUVAL
L — — S Z — — --� Z — — — — — I N opy = SCALE: Y" =1'-0"(U.O.N.)
D I E
i
DO NOT SCALE THIS DRAWING
RELEASE DATE:
24
"x 24"x 12"PAD FOOTING 4,O„ m 06-28-16
DW
WITH(2)#5 EACH WAY(TYP.) _ REVISIONSEMBEDDED S RLAP T EACH GARAGE DO R OP NING I o SEE DETAIL"E"ON SD-1
I SEE DETAI "F"0 SD-1 I I A SECTION-CANTILEVERED SLAB AT OWNERS BATH/KITCHEN
m
S-3 DRAWN BY: CMF
FILE
m
CHECKED BY:
CJ=SUGGESTED CONTROL JOINTS MJB/JJJ
11 TITLE:
8'-3" g'-3°
LOCATIONS(SEE DETAIL T ON SD-2) FOUNDATION PLAN
9'-6" 7'-8" 11'-101, _ -
V-62" 1'-5" _ _-'� CONTRACTOR SHALL VERIFY ALL DIMENSIONS
50'-0" FOUNDATION PLAN USING FINAL APPROVED FLOOR PLAN PRIOR
__-_-- TO CONSTRUCTION SHEET:
S-3 N
r
NOTES: ULSBERG
E 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC.
SD-7 (2)2x12 PORC NOTE: 11481 OLD ST.AUGUSTINE RD.,SUITE#202
SW-3 _ _ BEAM EACH REAR POST SHALL BE TREATED CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C• JACKSONVILLE,FL.32258
_ = —
4x4 POST ON ABU44-Z POST BASE FOR PLATE HEIGHTS UP TO 10'-1 Ys"-U.O.N. P:904.886.2401 F:904.260.4367
(2)1 l x 11 LVL PORCH BEAM 2)JACKS STRAP POST TO EACH BEAM ABOVE jhulseng@bellsouth.net
BM MIN. E WITH(1)H6-Z CLIP OR(1)MSTA24-Z FLORIDA C.A.NUMBER:25846
E
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE
SD-7 TYPICAL ALL POSTS-(U.O.N.) CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C.
(2)2x10 HEADER A SEE DETAIL"F"ON SHEET SD-7 J. J� '��
2J 2K NOTE: FOR PLATE HEIGHTS UP TO 10'-1 Ya"-U.O.N. 5��•�CE.-% ��.���,
(2)2x6 HEADER
1J 3K THIS OPEN PORCH CEILING 3) THE FIRST FLOOR EXTERIOR WALL FINISH S `
• � �
•
w REQUIRES A MINIMUM%"SHEATHING IS"FLEXIBLE"(SIDING)-U.O.N.NOTIFY ENGINEER 0 i
SW-3 Q LOU Y FASTEN WITH 6d COM OR BOX OF ANY VARIATIONS. l g '
-:•iii�a:r�iii•: Q CO
JACKS = NAILS AT 6"O.C.ON EDGES p -
...... (2)•2x8:HEADER.. ........ . (2)
MIN. `X AND 12"O.C.IN THE FIELD 8'1,q ;
SOLID BUILT-UR..................... . :LL, 0 2J : : 3K z a . OP ,
e
CONT. 2 SPANSCORNER ........... .:: . . "'(2)2x6 HEADER �6
1J 2K I 2)'JACKS : ................ : '�M�II�� JJANNETTE,PE
MIN
................ . ........... ZFL PE No.78623
� COMMENTS:
CONT. 2 SPANS �/{2)1%"x 11 Ya"LVL.
(2)2x6 HEADER ill : : 2x4 STUDS @ 12"O.C. o
1J 2K 111 2)JACKS
111 .. .. ..
3
................ . ................ o
111 SOLID BUILT7UP
• E
CORNER
...................................... .
SHEARWALL LEGEND:
Fumil,, .. :. : : .. .... .. .......... = NON-BEARING WALL
:: = BEARING WALL
�, : : 2x4 STUDS @ 12"O.C. : ;
SW-6
• SHEARWALLS FASTENED WITH
'(2)'2X'6 HEADER ': 8d COM N0.131"x 2 YN NAILS @
1J :2K
6"O.C.0 EDGES AND 12"0.9
ON INTERMEDIATE SUPPORTS.
........................ : :......: SW-3
— — —
: ...... (2)2x6 HEADER � � � `� '•
= SHEARWALLS FASTENED WITH
1.J..:..:.2K... .. : 8d COM(0.131"x 2 Y2")NAILS @
3 CLIENT:
3"O.C.ON EDGES AND 12"0. NORTH FLORIDA BUILDERS
SW-3 ON INTERMEDIATE SUPPORTS.
�9
PROJECT:
(2)2x4 BUILT-UP//
UILT-U SBS = SHEATH BOTH SIDES OF WALL $ LOT 132 ATLANTIC BEACH CC
POST(MIN.) (2)2x6 HEADER AT INDICATED SHEARWALL o (1620 MARITIME OAK DRIVE)
E 1J 2K z JOB NUMBER: COUNTY:
NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. $ 16.0872 DUVAL
SD-7 (2)2x12 PORCH —SW-3 SW-3 3 SCALE:
!2)2x4 BUILT-UP (2)2x4 BUILT-UF — — —�B M YPICALj E Y81, =1'-0"(U.O.N.)
POST(MIN.) POST(MIN. — -- sDa WOOD FRAMED HEADER LEGEND: DO NOT SCALE THIS DRAWING
NOTE: OF HEADIER 2 RELEASE DATE:
06-28-16
EACH FRONT POST SHALL BE TREATED a REVISIONS:
4x4 POST ON ABU44-Z POST BASE GARAGE DOOR NOTES2 2x—HPK
STRAP POST TO EACH BEAM ABOVE 1INSTALL(1J MSTA30 STRAP AT EACH END J
WITH(1)H6-Z CLIP OR(1)MSTA24-Z OF GARAGE DOOR HEADER. .NAIL STRAP QUANTITY FlLNT DRAWN BY:
TYPICAL ALL POSTS-(U.O.N.) INTO HEADER AND JACKS BELOW. OF JACKS I U CMF
SEE DETAIL"F"ON SHEET SD-7 a CHECKED BY:
( ER 2)2x12 HEADER (2)2x12 HEADNOTE: MJB/JJJ
2. EMBEDDED STRAP AT EACH END OF GARAGE I TITLE:
2J 3K 2J 3K THIS OPEN PORCH CEILING NOTE:
WALL LAYOUT s „ DOOR OPENING SEE DETAIL"F"ON SD-1 ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT
REQUIRES A MINIMUM/8 SHEATHING
FASTEN WITH 6d COM OR BOX
3. 8' SHALL BE MINIMUM GARAGE DOOR SHALL BE RATED FOR (2)2X6 NO.2 OR BETTER
NAILS AT 6"O.C.ON EDGES MINIMUM DESIGN PRESSURE OF 19.0 psf± SYP.INSTALL MINIMUM(1)JACK AND SHEET:
AND 12"O.C.IN THE FIELD (1)KING STUD AT EACH HEADER(U.O,N.) o S-4
L
JJ
ULSBERG
_
HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
15 J12 JACKSONVILLE,FL.32258
_ P:904.886.2401 F:904.260.4367
— — 11 jhulseng@bellsouth.net
............................. .
NOTE: FLORIDA C.A.NUMBER:25846
00
BRACE OVERFRAMING TO TRUSSES OR o
6 -J09 RAFTERS AS REQUIRED TO MAINTAIN .
MAXIMUM 6'-0"SPANS. E
J.
ROOF °°°����'s '�• �����i
SHEATHINGdo
A16 B02 * S��•
(4)0.131"x 3Ya" 2x6
Al :. .. • F7 4 TOENAILS(TYP) • m
. . ....................... .......... OVERFRAMING � ' �
: ........................ .......... SIMPSON
.. .....•.•.•.•.•.•.. •.•.•.•. :: .
R06 2x8 No.2 SYP NAILED
III
TO TRUSS CHORD WITH �i %%%%41C?
1 5 0 131"x 3)/4"NAILS �jr��/�/ S�1 �1►`�PE
................ .
TRUSS TOP CHORD COMMENTS`' -
OVERFRAME ROOFoz.
OR RAFTER o
SEE DETAIL"A"ON S-5 Z Poe
0
N P 0.9
A SECTION-TYPICAL OVERFRAMING AT EXISTING ROOF
a ; ; 3
.... ........ . E
.. ..... ................ o
N
III OVERFRAME ROOF E
SEE DETAIL"A"ON S-5
0° TRUSS CONNECTORS $
.�
;; TRUSS ID LEFT INTERMEDIATE RIGHT g
A*08: ......................... .
y
IA06
:.:
H2.5T OR H2.5T OR H2.5T OR
ALL OTHER TRUSSES SDWC 156001 SDWC 15600 SDWC 15600 y
A05 :: NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED.
.... .............:: :.:.:.
. ....... •... . 817 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM CLIENT:
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
. ......................... � NORTH FLORIDA BUILDERS
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR. PROJECT:
g LOT 132 ATLANTIC BEACH CC
M J13 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED o (1620 MARITIME OAK DRIVE)
CD 8 J17 5 J16
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
t JOB NUMBER: COUNTY:
APPROVAL OF THE ENGINEER OF RECORD. $ 16-0872 DUVAL
SCALE: yn =1'-0"(U.O.N.)
4)REFER TO MANUFACTURER'S INSTALLATION DETAILS 10
WHEN USING SDWC SCREWS. DO NOT SCALE THIS DRAWING
RELEASE DATE:
5)RAISED HEEL TRUSSES(DEFINED AS HEEL 06-28-16
HEIGHT GREATER THAN 6")REQUIRE SPECIAL REVISIONS:
CD J04 CONNECTION DETAILS. REFER TO SHEET SD-8
( _
co CD DRAWN BY: CMF
w
m
ICD
2 CHECKED BY:
ROOF TRUSS LAYOUT MJB/JJJ
TITLE:
F ROOF TRUSS LAYOUT
SD-6
w
FILE COPY
SHEET:
S-5
J
ULSBERG
75 HOLDOW
w/(1)SDWC SCREW E c ENGINEERING, INC.
AT DOUBLE PLATE NOTE: 11481 OLD ST.AUGUSTINE RD.,SUITE#202
SD-7
EACH REAR POST SHALL BE TREATED JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
4x4 POST ON ABU44-Z POST BASE jhulseng@bellsouth.net
STRAP POST TO EACH BEAM ABOVE
FLORIDA C.A.NUMBER:25846
LEBLIL E WITH(1)H6-Z CLIP OR(1)MSTA24-Z 9
2)SDWC SCREWSTYPICAL ALL POSTS-(U.O.N.) o
z c� TOP&BOTTOM w/ SD-7 SEE DETAIL"F"ON SHEET SD-7 y
ADJACENT ANCHOR BOLT z J °�
A172)SDWC SCREWS 3 � -
TOP&BOTTOM wl
2)SDWC SCREWS TT5 �,
HOLDOWN ADJACENT ANCHOR BOLT
:TOP&BOTTOM • tt`` �►
z 078 : m
O
. .. ............. .......
t
STA18 HEADER:: _ '� j MJF
III TO JACKS 2)SDWC SCREWS { ►!� %
+d
I� zTOP&BOTTOM w/ ,
o .............. . . ............
: .. .... ADJACENT ANCHOR BOLT COMMENT 4014SSA+0�[►4
Ill.........: Q
:. .. z
.Q.. m
0
U
III STA18 HEADER `n
TO JACKS '
.......... .. .... .
:: .. GARAGE DOOR NOTES
. m : 1. INSTALL(_1.)MSTA30 STRAP AT EACH END
z OF GARAGE DOOR HEADER.NAIL STRAP
Q,
INTO HEADER AND JACKS BELOW.
:::::::........... . :: :b . .........................
TYP. ............ c
:. : 2. EMBEDDED STRAP AT EACH END OF GARAGE 3
DOOR OPENING SEE DETAIL"F"ON SD-1
U)
a
. . ..
......... . .........
c
HT-T5-KT
:. HOLDOWN w/
:(1)SDWC SCREW : :_ _ CLIENT:
AT DOUBLE PL�4TE NORTH FLORIDA BUILDERS
m PROJECT:
HTT5-KT
(2)SD C SCREWS (2)SDWC SCREWS HOLDOWN w/(1) 2)SDWC SCREWS LOT 132 ATLANTIC BEACH CC
TCP&BOTTOM TOP&BOTTOM SDWC SFILE COPY 2
CREW TOP&BOTTOM 1620 MARITIME OAK DRIVE)
m
AT DOUBLE _ JOB NUMBER: COUNTY:
ZIE PLATE ` 16-0872 DUVAL
NOTE:
SD-7 SCALE: ��� =1'-0"(U.O.N.)
0
(2)SDWC SCREWS (2)SDWC SCREWS E 8 DO NOT SCALE THIS DRAWING
TOP&BOTTOM TCP&BOTTOM SD-7 1) ATTACH STUDS IN WALLS BEARING ROOF - RELEASE DATE:
it
NOTE: LOADS TO PLATES TOP & BOTTOM WITH REVISIONS: 06-28-16
EACH FRONT POST SHALL BE TREATED 1u
4x4 POST ON ABU44-Z POST BASE SIMPSON SDWC SCREWS @ 32" O.C. (U.O.N.)
N N STRAP POST TO EACH BEAM ABOVE
WITH(1)H6-Z CLIP OR(1)MSTA24-Z DRAWN BY: CMF
SD-5 SD-5 TYPICAL ALL POSTS-(U.O.N.) 2) REFER TO MANUFACTURER'S INSTALLATION
SEE DETAIL"F"ON SHEET SD-7 CHECKED BY: MJB/JJJ
DETAILS WHEN USING SDWC SCREWS
TITLE:
TIE-DOWN LAYOUT TIE-DOWN LAYOUT
Ii 3) SCREWS MAY BE INSTALLED ON LONG21
w
OR NARROW FACE OF STUDS :' SHEET:
S
-6
J
BRICK VENEER WITH 1"AIR SPACE
AND WALL TIES BRICK VENEER WITH 1"AIR ULSBERG
SPACE AND WALL TIES (1)#5 CONT. X
❑ CONT.FLASHING PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC Q
@ 33-O.C. SILL PLATE ENGINEERING, INC.
❑ CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER N 11481 OLD ST.AUGUSTINE RD.,SUITE#202
SILL PLATE GROUT AIR SPACE BELOW FLASHING ¢ WEEP HOLES @ 33"O.C. �° - HEIGHT OF CURB VARIES 8" JACKSONVILLE,FL.32258
❑ GROUT AIR SPACE BELOW -CONCRETE SLAB Z ( P:904.886.2401 F:904.260.4367
CONCRETE SLAB - SILL ❑ 6"MIN. MAX.)
N FLASHING _ oo jhulseng@belisouth.net
✓--s—-
\ PLATEj\\/\\/\\/\\ GRAD CONCRETE SLAB FLO NUMBER:25846
CONCRETE SLAB \ \//�//\i E
\ \�\� i
(1)#5 CONT. - GRAD
GRAD \ \\//\\//�' °° / \//\i °d �� �5E J JA
\� %� 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. /' ° ��,�i(� •,,.'1/�/���ii
8"CMU STEMWALL WITH(1)#4 @ 48"0.C. ° /\�\ /\/\/ ° %////. , . ,ICE` y �.
/
H. i_ o \/ ° \i/\i/. AND IN EACH CORNER. \\i\\i� . \\\'� `. '.
AND IN EACH CORNER. - < /j /
/\
o z � ° \� 1 �\ '. °� FILL CELL SOLID AT EACH#4 REBAR,
�\ • \\��� FILL CELL SOLID AT EACH#4 REBAR. HOOK REBAR 12"INTO UPPER COURSE
HOOK REBAR 12"INTO SLAB AND 6"INTO '� //\\// / "
\ \ \ \ OF BLOCKS AND 6 INTO FOOTING. -
/� \\;<�\!/ FOOTING. „ x
��\\/\\/ /\\ 16 1 0 ONE STORY- 2 #5 CONT. St
6 5" /'/' 1'-4" TWO STORY-(2)#5 CONT. 'n A�O1F
1'-8" ONE STORY- 2 #5 CONT. 1'-5" �`� v �`�
ONE STORY- 3 #5 CONT. F 1�-8 ONE STORY-(2)#5 CONT. � `�R IDP .• 4J
1'-8" TWO STORY-(3)#5 CONT. V-9" TWO STORY-(3)#5 CONT. 1-8 TWO STORY-(3)#5 CONT. a `•••••' �.�
SECTION-STEMWALL WITH BRICK SECI ION-MONOLITHIC WITH BRICK rD SECTION-STEMWALL AT GAR "JS ►� NErrE P
SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT AGE SECTION-MONOLITHIC AT GARAGE FL PE No.78623 E
ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT a
ENGINEER FOR ADDITIONAL REQUIREMENTS. COMMENTS:
I R
CONCRETE SLAB
SILL PLATE I I t
CONCRETE SLAB N
SILL ,
pi TE CONCRETE SLAB --
\\\\i�\i\\ 00 GR /i/
GRAD �-- \
\ \ \ / / CONCRETE SLAB
\/i \ , 1 #5 CONT. /" GRADE \/\ \ \//\//\//\/� GRADE (�
\\\\\ MA
\8 CMU STEMWALL WITH(1)#4 @ 48 O.C. 1 #5 CONT. _
C? o\\ \\\\� AND IN EACH CORNER. !/\//\i ° �,x/i\/i\; / \\\\//\\//\\/ \� x x
/i , /i\/i �\i/\\i/ '' \\/\\/ o % \\\ /\\/\\/\\ ADD 8 x 16 CMU TO INSIDE OF
\\ + �\/�� FILL CELL SOLID AT EACH#4 REBAR.
HOOK STEMWALL AT POST LOCATION
FOOTING.
12 INTO SLAB AND 6 INTO \, �/ ��� ' WITH(1)#4 VERTICAL IN EACH \�,\/j,\�j�
/\>\ \
1'-8" ONE STORY- 2 #5 CONT. 1-0 ONE STORY-(2)#5 CONT. \\\���,\\/�� (AS NOTED) REINFORCEMENT(AS NOTED) °
„ 1-4 TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT AS NOTED
1-8 TWO STORY-(3)#5 CONT. ._ ( )
B
SECTION-STEMWALL SECTION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL
SD-1 PAD FOOTING AT THICKENED EDGE
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
SECTION-
ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
BRICK VENEER WITH 1"AIR SPACE
AND WALL TIES *`ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)'
CLIENT:
CONT.FLASHING;PROVIDE WEEP HOLES NORTH FLORIDA BUILDERS
@ 33"O.C. BRICK VENEER WITH 1"AIR SPACE a STHD14 STRAP NAILED TO
71 GROUT AIRSPACE BELOW FLASHING AND WALL TIES da - PA51 STRAP NAILED TO GARAGE GARAGE DOOR POST.
~ DOOR POST.BEND STRAP INTO EMBED STRAP INTO FOOTING PROJECT:
❑ ^(1)#5 CONT. I CONT.FLASHING;PROVIDE WEEP Z AS SHOWN. LOT 132 ATLANTIC BEACH CC
SILL PLATE HOLES @ 33"O.C, o o FOOTING AS SHOWN.
FILL JOINT WITH ELASTOMERIC a _ (1620 MARITIME OAK DRIVE)
`� 6"MIN.❑ GROUT AIR SPACE BELOW FLASHING -0 ?
JOINT FILLER Z cfl Q m JOB NUMBER: COUNTY:
,�—s—-—-
ATE SILLHEIGHT OF CURB VARIES(8-MAX.) = Y $ SCALE: DUVAL
\CONCRETE SLAB ❑ CONCRETE SLAB Z #4 WITH 6"HOOK INTO FOOTING N E g"-1'-0"(U.O.N.)
GRAD j \\�\j\\ GRD �_- — _ _ AND BENT 12"MINIMUM INTOLL- DO NOT SCALE THIS DRAWING
\\, a THICKENED EDGE. a
/
Al 8"CMU STEMWALL WITH(1)#4 @ 48"O.C. o zjj
cmGRADE RELEASE DATE: OF)-Z8-16
4 0\� ��\� AND 1N EACH CORNER. �;�\� ,' °-0 °,d iso /�\�! „ ° ° q REVISIONS:
FILL CELL SOLID AT EACH#4 REBAR. �/ j//j/�j/� �j��� /\
HOOK REBAR 12"INTO UPPER COURSE \\1, II GRADE °
OF BLOCKS AND 6"INTO FOOTING. �\/�\, '�i/\ g a _ \/� ° J ° / /i
6 DRAWN BY:
1'-5" ONE STORY- 3 #5 CONT. — w CMF
1'-8" ONE STORY-(2)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. \' /\\%;\/��i\\/\�/\\%\\i\\i\\i\\i\\i\\ \\�\\/\\\ \ \ \ \ \ \ \
' � \/ /��/\\//\\//\\//\\i/\\ii� �i \i/\ \ \ \ /\ � CHECKED BY: MJB/JJJ
1'-8" TWO STORY-(3)#5 CONT. 6 Mild: ............�i,��/�\//i\�/%/ice/ opy
TITLE:
FOUNDATION DETAILS
C SECTION-STEMWALL AT GARAGE WITH BRICK
SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC SHEET 1 of 2
SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SHEET:
ENGINEER FOR ADDITIONAL REQUIREMENTS. N SD-1
L O
J
ULSB
SHOWER AREA
(2)MSTAM36-Z STRAPS
SHOWER AREA ERG
----J MONOLITHIC FOOTING
NAIL 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 a JACKSONVILLE,FL.32258
OPTIONAL FASTEN STRAP TO FOUNDATION w P:904.886.2401 F:904.260.4367
FORM EDGE ( ) Z m jhulseng@bellsouth.net
00
Ya
PLAN VIEW CONCRETE SLAB WALL WITH(8 "x 2X"CONCRETE
< SCREWS INTO MASONRY OR =' FLORIDA C.A.NUMBER:25846
PLAN VIEW E
�� (8)4'x 1%"CONCRETEo ss�sgr�rrrrrrh�Of
\ � \ Z SCREWS INTO CONCRETE. Jiq •���i'
�i
CONCRETE SCREWS SHALL BE . cJ�..
POWERS"TAPPER"WITH PERMA-SEAL !C •• '•
\ \ \
(1)#5 CONT. FINISH OR EQUAL,
(1)#4 CONT. GRADE \\//\\/,\\,� • p* . .�
6"MIN. 8"CMU STEMWALL WITH(1)#4 @
\�\/\/\i STRAP SHALL BE COVERED WITH rim
HEIGHT OF CURB VARIES 1 #4 CONT. ///\\/�\\//\\�48"O.C.AND IN EACH CORNER. °° ' 1
SILL SILL ) _ >F \/ \/\\/ SIDING OR STUCCO
N PLATE o c\ \\\. FILL CELL SOLID AT EACH#4 //\ r ,fir •
PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8 MAX.) �/ . ° + //��// REBAR.HOOK REBAR 16"INTO \ ` '4
\ ° \ NOTE: s•R OP
GRAD MIN. �j \//\\\//� PORCH SLAB AND 6"INTO \ \i/;\ \ THIS DETAIL MAY BE SUBSTITUTED FOR s+�� � {o'jl�j����
/\\ 4 CONCRETE SLAB6„\��\, FOOTING. \` EITHER THE PA51 STRAP(STEMWALL) £ ' �dl/ "i..:'" ``��'
G
RAD \�/X�//\\\' 1�_g^ (2)#5 CONT. fit
E,PE
� -- THE STHD14 STRAP(MONOLITHIC).
8”CMU STEMWALL WITH 1 #4 48"O.C. - �/�\/\\/ /\\/� o.78623
O CC o Z /\/\/ a /\/\ COMMENTS:
AND IN EACH CORNER. t
\/ R DETAIL- EMBEDDED STRAP ALTERNATE
FILL CELL SOLID AT EACH#4 REBAR. /\ \ ��j� SECTION-PORCH STEMWALL R
HOOK REBAR 12"INTO SLAB AND 6"INTO \\// \ \\//\\\\ SD 2 SD-2
,� /\//\////\//� NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT
\\�\\, !` ENGINEER FOR ADDITIONAL REQUIREMENTS.
6„ FOOT{NG. 1'-0" ONE STORY- 2 #5 CONT.
z
1_g^ ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(2)45CONT. NOTE: o
TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CUTTING PROCESS. T
G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER
(TYPICALLY 1-4 HOURS IN WARM WEATHER)
SD 2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT -CONCRETE SLAB
ENGINEER FOR ADDITIONAL REQUIREMENTS.
000
d
❑ FILL CUT WITH 1"DEEP xy"WIDE SAW
ELASTOMERIC CUT AT DENOTED
J \\/�\\ FILLER LOCATIONS.
CONCRETE SLAB GRAD � \\//\\\/\\/\\\/(1)#5 CONT.
SILL CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @ ° a
- / \\/\ \�48O.C.AND IN EACH CORNER. e
PLATE _ ° ° / /\, °
d O
- Q---4-= -�- q o.\�j \\/�\\/ FILL CELL SOLID AT EACH#4 a °
°
, -_.___ \� REBAR.HOOK REBAR 16"INTO ° a°
PORCH SLAB AND 6 INTO
/AA .-
FOOTING. �
611 CONCRETE SLAB
1'-8" (2)#5 CONT. FILE COPY
1'-0" (1)#5 CONT.
1'-4" ONE STORY-(2)#5 CONT. �-
V-8" TWO STORY-(3)#5 CONT. CLIENT:
M SECTION PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT NORTH FLORIDA BUILDERS
H SECTION-INTERIOR BEARING K SECTION-THICKENED EDGESD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2
SD-2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. m PROJECT:
LOT 132 ATLANTIC BEACH CC
1620 MARITIME OAK DRIVE)
t JOB NUMBER: COUNTY:
-
TREATED POST $ SCALE:
BEARING POST(AS NOTED) o g" =1'-0"(U.O.N.)
CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH E
PAVERS BY OTHERS $ DO NOT SCALE THIS DRAWING
SILL CONCRETE SLAB 8"GALV.ANCHOR EMBEDDED m RELEASE DATE:
PLATE CURB HEIGHT VARIES 12"(SET-XP ADHESIVE) REVISIONS
06-28-16
:
cr
/ QAL ETE
DRAWN BY:
\
CMFWPEDESTAL ON 24X 24X 12PAD
� GROUTED CONCR<r \ CMU OR CAST-NACE
AS NOTED REINFORCEMENT AS NOTED) 8" (1)#4 CONT. 2'-0„ FOOTING WITH(2)#5 EACH WAY = CHECKED BY: MJB r J JJ
TITLE:
ONE STORY- 2 #5 CONT. -
FOUNDATION DETAILS
T-8" TWO STORY-(3)#5 CONT.
Q SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERSW SHEET 2 of 2
J SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING SD_2SD-2 SHEET:
SD-2 SD-2 SID
—2
L
r
ULSBERG
ROOF COVERING(BY OTHERS) b HENGINEERING, INC.
ROOF TRUSSES m 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
CORNICE DETAIL I P:904.886.2401 F:904.260.4367
(BY OTHERS) jhulseng@bellsouth.net
/ FLORIDA C.A.NUMBER:25846
E
l�,�agIwI Iffret#
o e i
ce
• s
%s"OR RATED SHEATHING,EXPOSURE I-SHINGLE ROOF " • _ •
'%z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF i 8�3 •
SIMPS %"0 x 6"TITEN HD OR 2x_No.2 SPF OR No.2 SYP _ 'Y3z"RATED SHEATHING,EXPOSURE I-METAL ROOF
FASTEN WITH 0.113"x 2 Y8"RING SHANK
9THREADEDs • *'
' ROD SET IN ADHESIVE SUBFASCIA WITH(2)0.131"x 3Y" - •
WITH M NIMUM 4"EMBEDMENT ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. * e
" t GYPSUM BOARD �,,��� ,6 oFi
WITH N T&2"x 2"x g WASHERE
INSTAL @ 24"O.C.(U.O.N.) CONNECTOR AT EACH TRUSS �� Q .
(SEE TRUSS CONNECTION SCHEDULE) %�lA•t r�lop'������'•�~
SIMPSON
OSCREW @ 32"O.C. U.O.N.
SEE TIE-DOWN N LAYOUTSHEET
o ��#�; A TE,PE
C DETAIL-ANCHOR BOLT (2)2x_SYP#2 DOUBLE PLATE(U,O.N.)
L E No.78623
GYPSUM BOARDCOMMENTS:
a
SD-3 %s"RATED SHEATHING,EXPOSURE I.
FASTEN WITH 0.131"x 2Yz"NAILS @ 6"O.C.ONo
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES)
ig
2x_SPF#2 STUDS @ 16"O.C.-U.O,N.(SEE WALL LAYOUT)
SIMPSON SDWC 15450 SCREW @ 32"O.C.-U.O.N. o
SEE TIE-DOWN LAYOUT SHEET
R
ROOF COVERING(BY OTHERS) 2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM T
ROOF TRUSSES (1)SIMPSON SDWC 15450 SCREWS BOARD WITH 0.131"x 3Yd'NAILS @ 6"O.C.
THROUGH SOLE PLATE DOWN INTO EACH JOIST z3 R
Viz"RATED STURD-I-FLOOR(T&G)SHEATHING
CORNICE DETAIL
GLUEAND NAIED.FASTENWITH(BY OTHERS) I / i SHANK @ 6"O.CLON EDGES AND 12 O.C.INT E RING
/
/ (i)SIMPSON SDWC 15600 SCREWS FIELD.
JOIST(I-JOIST SHOWN,SAWN
THROUGH DOUBLE PLATE UP INTO EACH JOIST � JOIST SIMILAR-SEE SECTION"C"ON
SD-4 FOR OPEN WEB TRUSS)
1 R
%s"OR'Y3z"P,TED SHEATHING,EXPOSURE I-SHINGLE ROOF / TGYPSUM BOARD
'y3z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
RIM BOARD
2x_No.2 SPF OR No.2 SYP 1/32""RATED S EATHING,EXPOSURE I-METAL ROOF /
� 9
WITH(2)0.131"x 3Ya' FASTEN WITH 0.113"x 2 Y8"RING SHANK
SUBFASCIA WI
ENDNAILS T TRUSS(U.O.N.) NAILS @ 6"O.G.ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH(2)0.131"x 34'TOENAILS
GYPSUM BOARD / (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
CONNECTOR TEACH TRUSS SIMPSON SDWC 15600 SCREW @ 32"O.C.-U.O.N.
SEE TIE-DOWN LAYOUT SHEET
(SEE TRUSS CONNECTION SCHEDULE) ISIMPSON SDWC
CLIENT:
SIMPSON SD C 15600 SCREW @ 32"O.C.-U.O.N.
SEE TIE-DOW LAYOUT SHEET � TOENAIL RIM BOARD TO PLATE WITH � NORTH FLORIDA BUILDERS
/ 0.131"x 34-NAILS @ 8-O.C.
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.) y
\ - GYPSUM BOARD s PROJECT:
LOT 132 ATLANTIC BEACH CC
GYPSUM BOA RD
/ 2x_SPF#2 STUDS @ 16"O.C. U.O.N.(SEE WALL LAYOUT) (1620 MARITIME OAK DRIVE)
2x_SPF#2 S UDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
%s"RATED SHEATHING,EXPOSURE 1. JOB NUMBER: 6,087ICOUNTY:
QUVAL
Ys"RATED S EATHING,EXPOSURE I.
FASTEN WITH 0.131"x 2/2"NAILS @ 6"o.C.ON $ SCALE:
FASTEN WITH 0.131"x 2Y"NAILS @ 6"O.C.ON
EDGES AND 1 "O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. NTS(U.O.N.)
(U.O.N.)(BLO K ALL EDGES) APPLY SHEATHING HORIZONTALLY FOR STUCCO (U.O.N.)(BLOCK ALL EDGES) E
g DO NOT SCALE THIS DRAWING
APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 SIMPSON SDWC 15450 SCREW @ 32"O.C.-U.O.N. RELEASE DATE:
APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 SIMPSON SD C 15450 SCREW @ 32"O.C. U.O.N. RATED OR 15132"RATED SHEATHING MAY BE SEE TIE-DOWN LAYOUT SHEET 06-28-16
RATED OR 15132"RATED SHEATHING MAYBE SEE TIE DOW LAYOUT SHEET INSTALLED VERTICALLY. REVISIONS:
INSTALLED VERTICALLY.
2x_TREATED SYP#2 SILL PLATE WITH ANCHORS
(SEE DETAIL`,"THIS SHEET) INSET WALLYz"FOR STUCCO 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS
INSET WALLYz"FOR STUCCO APPLICATIONS v4__7
(SEE DETAIL"C"THIS SHEET) DRAWN BY:
CMF
APPLICATIONS rFILE COPY :E
CHECKED BY: MJB I JJJ
SEE FOUNDATION DETAILS
SEE FOUNDA ION DETAILS = TITLE:
FRAMING DETAILS
B SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET 1 OF 3
w
A SECTION-TYPICA EXTERIOR ONE STORY WALL SD 3 SHEET:
SD3 SD-3
J
L
BELOW
(2)SIMPSON SDWC 15450 SCREWS SILL PLATE�/— (BELOW)
THROUGH SOLE PLATE DOWN INTO EACH TRUSS 2x_CORNER FRAMING FULL ULSBERG
SIMPSON SDWC 15450 SCREW @ 16"O.C.-U.O.N. (2)SIMPSON SDWC 15450 SCREWS HEIGHT STUDS(TYPICAL) HENGINEERING, INC.
THROUGH SOLE PLATE DOWN INTO EACH TRUSS
11481 OLD ST,AUGUSTINE RD.,SUITE#202
Ya"
2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND
SIMPSON SDWC 15450 SCREW @ 16"O.C. U.O.N. X2 ROWS OF 0.131"x 3NAILS 12"O.C. JACKSONVILLE,FL.32258
BOARD WITH 0,131"x 3Y4'NAILS @ 6"O.C. @ P:904.886.2401 F:904.260.4367
2x_SPF#2 SOLE PLATE(U.O.N.) — STAGGERED(TYPICAL) jhulsen belisouth.net
BAND BOARD
�b A .A. 5846
t PONYWALL TRUSS TRUSS ems .•' '•.Y+
OR RIM JOIST2x6 OR 2x8 FRAMED WALL G�N
s�';�j►���
SILL PLATE(BELOW) 320 �1' `
2x4 CORNER FRAMING FULL HEIGHT STUDS
OPEN WEB TRUSS / •� !M s
MINIMUM OF(3)2x4 BLOCKS 12 LONG NAILED e
SHEATHING CONTINUOUS FROM BAND BOARD 2 +� --`
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH WITH(4)0.131"x 3Y"NAILS TO EACH ADJACENT $ %�� 4kkj ,sig f
STUDEDGE NAILING REQUIREMENTS OF UPPER WALL ALTERNATE:INSTALL SOLID STUD IN THIS 9 % 44 �#STOENAIL TRUSS TO PLATE WITH (2)0,131"x 3Ya"NAILS DOUBLE PLATE(U.O.N.) ��
SIMPSON SDWC 15600 SCREW @ 16"O.C.-U.O.N. SPACE '2
DOUBLE
DOUBLE PLATE(U.O.N.) W##,,
16
SIMPSON SDWC 15600 SCREW @ 16"O.C.-U.O.N. (2)SIMPSON SDWC 15600 SCREWS 2x4 CORNER FRAMING FULL HEIGHT STUD JESSE J.JA N
NNETTE,PE
THROUGH DOUBLE PLATE UP INTO EACH TRUSS2)ROWS OF 0.131"x 3Ya°
(2)SIMPSON SDWC 15600 SCREWS @ FL PE No.78623
2x4 FRAMED WALL NAILs 12"o.C. COMMENTS:
THROUGH DOUBLE PLATE UP INTO EACH TRUSS
0
SECTION-TYPICAL OPEN WEB FLOOR TRUSS F SECTION-PARALLEL OPEN WEB FLOOR TRUSS ri SECTION-TYPICAL FRAMING AT 90° CORNERS m
0
SD-4 D-4 SD-4
NAIL SCAB TO TOP CHORD WITH 3
(4)0.131"x 3 Y"NAILS
ROOF OR FLOOR FRAMING(AS NOTED
ADD 2x4 VERTICAL SCAB IN EACH E
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED R
UPLIFT CONNECTOR(AS NOTED) �3)0.131"x 3Ya" NAILS TYPICAL AT (SEE CONNECTION SCHEDULE)
ACH TRUSS
2x4 SPF BLOCKING-NAIL WITH 2
( ) 2x4 X-BRACE ACROSS LENGTH OF $
0.131"x 3Ya"NAILS AT EACH END SHEARWALL
(END NAIL OR TOENAIL)
NAIL SCAB TO PLATE WITH(3)
0.131"x 3 Y"TOENAI LS 3
GYPSUM BOARD
TRUSS(AS NOTED)
TRUSS BOTTOM CHORD —2x4 BLOCKING BETWEEN TRUSSES (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
a
TOENAILED TO DOUBLE PLATE WITH
NAIL PORCH SHEATHING AS NOTED 0.131"x 3,y4"NAILS @ 4-O.C. tt SIMPSON SDWC 15600 SCREW @ 16"O.C.-U.O.N.
SEE TIE-DOWN LAYOUT SHEET
EXTERIOR FRAMED WALL DOUBLE PLATE
MINIMUM Xs"RATED SHEATHING, ------2x_SPF#2 STUDS @ 16"O.C.-U.O.N.
EXPOSURE I FASTEN AS NOTED (SEE WALL LAYOUT)
ON WALL LAYOUT(BLOCK ALL EDGES) CLIENT:
NORTH FLORIDA BUILDERS
D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS
SD 4 D 4 SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD—
PROJECT:
THREADED ROD ASSEMBLY(IF NOTED)
i LOT 132 ATLANTIC BEACH CC
INTERIOR SHEARWALL(IF NOTED)SHALL mill 1 1 15 (1620 MARITIME OAK DRIVE)
NAIL EACH END OF BLOCKING TO USE X6"RATED SHEATHING FASTENED 2 JOB NUMBER: COUNTY:
�— AS NOTED.
16-09721 DUVAL
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"x 3Ya" SIMPSON SDWC 15450 SCREW 16"O.C.-U.O.N. $ SCALE:
INSTALL 2x4 BLOCKING BETWEEN @ 3
TRUSS BOTTOM CHORDS 12"O.C. SEE TIE-DOWN LAYOUT SHEET o NTS(U.O.N.)
2x4 SPF NAILER-NAIL TO TOP PLATE WITH @ w E
2x_TREATED SYP#2 SILL PLATE WITH 8 DO NOT SCALE THIS DRAWING
0.131"x 3Y"NAILS @ 6-0.C. ( RELEASE DATE:
BOTTOM CHORD OF TRUSS ANCHOR(SEE DETAIL C ON SHEET SD-3) 06-28-16
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 2x_SPF#2 SOLE PLATE REVISIONs:
0.131"x 3'/a"NAILS WITH 0.131"x 3Ya"NAILS
j NAIL PORCH SHEATHING AS NOTED °� 'II / @ 8"O.C.-U.O.N.
DOUBLE PLATE _�`_ FLOOR BEAM(AS NOTED) DRAWN BY:A6=
CMF
w
EXTERIOR FRAMED WALL MINIMUM Xs"RATED SHEATHING, CHECKED BY:
EXPOSURE I FASTEN AS NOTED MJB/JJJ
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION TITLE:
FRAMING DETAILS
� SHEET 2 OF 3
E SECTION-EXTERIOR WALL PARALLEL TO TRUSS H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL w
SD 4 D 4 21
THIS SECTION ONLY APPLIES WHEN REFERENCED SD 4 SHEET:
L
SD-41,
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TYPICAL HEADER TO KING STUD CONNECTION SEE TABLE (2)2x_SYP#2 DOUBLE PLATE(U.O,N.)NAIL
(TYPICAL DOUBLE PLATE SPLICE) ( )
JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOIN IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER PLATES WITH 0.131"x 3"NAILS @ 8"O.C. ULSBERG
MINIMUM NAILING OF WITH 0.131"x 3Ya"NAILS @ 6"O.C.STAGGERED STAGGERED
(16)0.131"x 3"NAILS IN THIS ZONE. (TYPICAL) TYPICAL STUD TO
DOUBLE PLATE I I TYPICAL FRAMING AT CHANGE IN ENGINEERING, INC.
JACK STUD AND KING CONNECTION I I PLATE HEIGHT m 11481 OLD ST.AUGUSTINE RD.,SUITE#202
ISTUD REQUIREMENTS MSTA36 STRAP CENTERED ON CHANGE IN JACKSONVILLE,FL.32258
(SEE WALL LAYOUT) I I PLATE HEIGHT P:904.886.2401 F:904.260.4367
jhulseng@bellsouth.net
FLO BER:25846
I I STUD TO PLATE NAILING* � ,��#
J. ,I,q
I STUD SIZE END NAIL TOENAIL �i
2x4 (2) (3) 3 .� �� S��� J►
NAIL EACH PLATE TO JACK STUD I
WITH(3}0.131"x 3Ya"NAILS-TOENAIL 2x6 (3) (4) (` s
OR ENDNAIL(TYPICAL) I-
x BLOCKING BETWEEN STUDS TIDENAIL 2x8. (4) (5)
OR ENDNAILEACH END TO ADJACENT 2x10 5 0 `� A�"E�
fff
WITH(3)0.131"x 3Ya"NAILS ( } (6) £ " ((� .�
40
2x_SPF#2 STUDS @ 16"O.C.(U.O.N.)
ALL NAILS NOTED ARE 0.131"x 3Ya" ' ..
SEE WALL LAYOUT) � i
DOUBLE SILL REQUIRED WHERE OPENING JESIVETTE PE
WIDTH EXCEEDS 61" U.O.N.) HEADER TO KING NAILING FL PE No.78623
COMMENTS:
8"MAX. I 2x6 (3)NAILS PER PLY r
I
JOINT IN SILL PLATE 6'MAX 2x8 (4)NAILS PER PLY
I
I I 2x10
(5)NAILS PER PLY
II II3
2x12 (6)NAILS PER PLY o
u uu u ° n
u
TYPICAL STUD TO SILL PLATE u 9Y2"OR 9
4"MIN.; ANCHOR AS REQUIRED 4"
CONNECTION
LVL (5)NAILS PER PLY
12"MAX. (SEE DETAIL"C"ON SHEET SD 3)
BUILT-UP POST(WHEN NOTED ON WALL LAYOUT)
BUILT-UP CORNER POST ANCHOR BOLT NAIL EACH PLY WITH 0.131"x 3Ya" 11%"OR 114"
(SEE DETAIL'C"ON SHEET SD-3) NAILS @ 6"O.C.STAGGERED LVL (6)NAILS PER PLY
L DETAIL-TYPICAL WALL FRAMING CONDITIONS 2x_TREATED SYP SILL PLATE
SD-5 14"LVL (7)NAILS PER PLY
m
16"LVL (8)NAILS PER PLY 3
12"MAX. R
a
R
"O
y
y
j INSTALL SDWC 15600 @ 32-O.C.
MAXIMUM SPACING (U.O.N.)
DOUBLE PLATE cuEN NORTH FLORIDA BUILDERS
JACKS AND KING STUDS
(AS NOTED) INSTALL SDWC 15600 @ 32"0.C.
MAXIMUM SPACING (U.O.N.) PROJECT:
HEADER(AS NOTED) $ LOT 132 ATLANTIC BEACH CC
2x_BLOCKING(TYPICAL) (1620 MARITIME OAK DRIVE)
3)0.131"x 3Ya"TOENAILS AT EACH END �
t JOB NUMBER: COUNTY:
----------------------
-- 16-0972 DLJVAI
T-1 T7 --Ti---Ti---T,--- _--------------------- $ SCALE:
AIL EAC SILL PLY TO KING STUD li71--- ---T'--- ---T'-- NTSU.O.N.
( )
WITH(3)0.131"x 34"NAILS-TOENAIL
OR ENDDO NOT SCALE THIS DRAWING
NAIL(TYPICAL)) I II II II II z RELEASE DATE:
II II II I ��
BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 � I I I I I I I I I I I I I I I 06-28-16
I I I I I I I
REVISIONS:
Y"NAIL PENETRATION INTO MAIN FRAMING
MEMBERS.(TYPICAL) u I
(2)2x_SILL II
DRAWN BY: CMF
SHEATHING MAY CANTILEVER UP T 2" u u ;;
MAXIMUM PAST SUPPORTS.ALL WI DOW ��ANCHOR AS REQUIRED � ED ANCHOR AS REQUIRH CHECKED BY:
FLUSH HEADER CONDITION MJB/JJJ
ATTACHMENTS MUST BE ANCHOREDINTO 2x_ DROPPED HEADER CONDITION ` = TITLE:
MEMBERS. FRAMING DETAILS
M SHEET 3 OF 3
N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS w
SD 5 SHEET:
SD 5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCEDLl
—
a
SD-5
J
r
END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING
BRITTLE FINISH FLEXIBLE FINISH
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
2x4 BLOCKING-TOENAIL OR ENDNAIL ENGINEERING, INC.
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH ",,,/--RATED ROOF SHEATHING
(3)NAILS11481 OLD ST.AUGUSTINE RD.,SUITE#202
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" NAIL DIAGONAL BRACE TO INTERMEDIATE t JACKSONVILLE,FL.32258
ROOF SHEATHING P:904.886.2401 F:904.260.4367
WEBS WITH(2)NAILS
2x4 L—BRACE 54"TO 114" _
jhulseng@beilsouth.net
48"TO 99" 68"T0145" 60"T0126" 2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.NUMBER:25846
�5"TO ROOFTRUSS(BY OTHERS)WITH
2x6 L-BRACE 11 �182'-' 146"TO 232' 127"TO 201" (TYPICAL AT EACH END OF o
BRACE(IF REQUIRED)
NOTE: j CONTINUOUS LATERAL BRACING) 8
BRITTLE FINISHES ARE STUCCO 0 ADHERED VENEER I I TO REPLACE(1)ROW OF LATERAL BRACING ,q��+��i�rru►��
NAIL DIAGONAL BRACE TO TRUSS ��G
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, j j INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS °°°°° `i`�• `, ���
BRICK VENEER,ETC. RATED ROOF SHEATHING <�' �'� <�> EACH PLY OF TRUSS WEB AT 6"O.C.WITH h� CONTINUOUS LATERAL BRACE
v I I 0,131 x 3 NAILS TO REPLACE(2)ROWS OF QUANTITY
} 2x_L-BRACE NAILED TO I I LATERALBRACING INSTALL 2x6 No.2 SYP �, ` AND LOCATION DEFINED BY TRUSS SHOP R `-�!__ F�'s
lk— VERTICAL WEB WITH I'� T-BRACE NAILED TO EACH PLY OF TRUSS <; > DRAWING.) $ 0 786,28 •
0.131"x 3"NAILS @ 6"O.C, - ---- -L--- WEB WITH 0.131"x 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO
w VERTICAL WEB IN GABLE - --- EACH TRUSS WEB WITH(2)NAILS i
, STATe of
U END TRUSS ROOF TRUSSES(BY OTHERS)
�-cr_ 2x_LOOKOUTS AT 48"O.C. •�O,R Iote1
> NOTE: (3)TRUSSES I IMUM NOTES:
LATERAL Bf �, I� E
161"OR 24 O.0 - FOR CONTINU S LATERAL B CE ) RACES SHALL BE 2x f
T-BRACING TO BE USED WHEN CONTINUOUS No.3 SYP OR 2x4 No.2 SPF OR BETTER U.O.N. COMMEN88#14 af1�1
SPACING SEE TA LE) (U.O.N.)
Z �,
LATERAL BRACING IS IMPRACTICAL. I
w
2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS
(U.O.N.) g
A
DETAIL-TYPICAL VERTICAL BRACING AT GABLE END B SECTION-TYPICAL T-BRACE C DETAIL-TYPICAL LATERAL TRUSS BRACING
SD 6 SD-6 SD 6
3
E
2x4 SYP BLOCKING BETWEEN
LOOKOUTS H2.5A TEACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3'/a"NAILS
@
2x4 LO KOUTS 48"O.C.FOR (3 0.131'x 34'TOENAILS AT EACH
EXTERIOR SHEATHING SHALL
BE NAILED TO BOTTOM CHORD OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH
LOOKOUT TO TOP CHORD OF TRUSS.
OF TRUSS WITH / ROOF HEATHING(AS NOTED) (3)0,131"x 34"NAILS EACH END
2x4 BLOCKING REQUIRED BETWEEN
0.131"x 21/2"NAILS @ 6"0.C.
$
(U.O.N.ON WALL LAYOUT) ROOF SHEATHING(AS NOT LOOKOUTS
0
BALLOON FRAMED STUDS — 2x_BARGE RAFTER
® SINGLE PLATE NAIL TO TRUSS I I \ I I I I FASCIA(BY OTHERS) 3
BOTTOi A CHORDWITH 0.131"x 3Ya" "
2x4 LOOKOUTS @ 48 O.C.
NAILS 6-O.C. II II I -21
LI OR EQUAL AT EACH
OO
II II � I II
GABLE END TRUSS(DROP GABLE)
2x6 BRA "
CE SPACED @ 48 O.C.UNLESS CLIENT:
D DETAIL-BALLOON FRAMED GABLE END LOW CEILING AULT I I I I I I �� I I OTHERWISE NOTED ON ROOF LAYOUT.
NORTH FLORIDA BUILDERS
sD 6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH I I I I I I V,�� ADD 2x4 T-BRACE NAILED @ 6"O.C.
WITH 0.131 x 2Y NAILS IF BRACE PROJECT:
H2.5A AT EACH LOOKOUTI I I I I ��} I LENGTH EXCEEDS 9'-0". LOT 132 ATLANTIC BEACH CC
OVER LOOKOUTS
NOUTS @ 48"O.C.FOR I �0? I( �� \ o (1620 MARITIME OAK DRIVE)
\ JOB NUMBER: COUNTY:
/ ROOF SHEATHING(AS NOTED) SCALE
_ 2x4 Sl?BLOCKING BETWEEN NTS(U.O.N.)
LOOKOUTS �� E
BALLC ON FRAMED STUDS \ / DO NOT SCALE THIS DRAWING
®
(ASN TEDi) SDWC 15600 SCREWS @ 48„ RELEASE DATE:O.C. 06-28-16
INTO GABLE TRUSS REVISIONS:
DOUBLE PLATE / GBC CLIP-(2)REQUIRED AT EACH BRACE
INTER OR VAULT TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING
J��EXTERIOR SHEATHING SHALL BE \ TRUSS TO DOUBLE PLATE WITH
DRAWN BY:
NAILEDfZ
TO UPPER PLY OF 0.131"x 3'/a"NAILS @ 8"O.C. CMF
DOUBI E PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE: CHECKED BY:
0.131 2Y NAILS @ 6 O.C. \ CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE#2 SYP. MJB/JJJ
(U.O.N ON WALL LAYOUT) = TITLE:
7 TRUSS BRACING AND*" F
E 09
DETAIL-BALLOON FRAMED GABLE END HIGH CEILING AULT F SECTION-GABLE END DIAGONAL BRACING GABLE DETAILS
G
SD 6 INTERIOR CEILING PITCH EXCEEDS% OF EXTERIOR ROOF PITH SD 6 THREADED ROD NOT SHOWN FOR CLARITY SHEET:
L
SD6 o SD-6
J
r
ULSBERG
-= ENGINEERING, INC.
1jH
-- - 11481 OLD ST.AUGUSTINE RD,,SUITE#202
-- JACKSONVILLE,FL.32258
EXTERIOR BEAM(AS NOTED) P:904.886.2401 F:904.260.4367
jhulseng@bellsouth.net
DOUBLE PLATE
FLORIDA C.A.NUMBER:25846
NOTCH BEAM AS REQUIRED TO E �',i�+� �t/,,,/,,r
FIT BENEATH DOUBLE PLATE J• �A
E i�rrr......►• iii
BEAM BEARS ON(2)2x_JACKS
(TYPICAL-U.O.N.)
CONDITION: 1 * 0 8
(NOTCHED BEAM)
f �
rA
'� ��-'•�r��
PE
�' �jr1�i4�Pb!?a��
NAIL SHEATHING TO DOUBLE PLATE WITH 8623COMMENTS:
MONOLITHIC FOUNDATION-EXTERIOR (2 ROWS OF 0.131"x 2Y"NAILS @ 6"0.C. 2
NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C.
%"x 6"TITEN HD SCREW ANCHOR
or%"x 6"SCREW ANCHOR BY HURRI-BOLT,IN . INSTALL SDWC 15600 @ 24"O.C.
or/a"THREADED ROD SET 4X2"INTO ADHESIVE
EXTERIOR BEAM(AS NOTED) G E
STEMWALL FOUNDATION-EXTERIOR DOUBLE PLATE SD 7 s
Y"THREADED ROD SET 7"INTO ADHESIVE
BEAM INSTALLED BENEATH DOUBLE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connector FasteningSchedule
USE MONOLITHIC CONDITION CONDITION: 2 Sim eon ID USP ID Uplift Ca ac ib� Fastener$ Anchorage W.O.N.
A35 MPAi n/a 12 0.131"x 1'4" n/a 8
(DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0.162'x 2'4"or(12)0.162'x 311V" 518"vet T embed
A6U88-Z PAUBB-TZ 2300(SYP)
(12)0.162'x 2'4 or(12)0.182"x 3Y 518 wd 7"embed o
B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION CDSPS18 RSt50 15(5 YPorSPF} (,1)0 .,46'x9'ineachend-(22)total n/a m
YP orSPF) (8) x into stu s n/a
6 0.148'x I%"into double plate
SD 7 (USP DTB-TZ SIMILAR) SD 7 DTT2Z OTB-TZ 2145(SYP)1835(SPF) (8)'/,"x 1'4"SDS %:°w4 4Y:'embed(mono)and 7"embed(stem)
GBC HC520 rtla (5)0.131°x IY'into gable brace n/a
(7)0.131"x 2%into double plate
H2.5A n1a:use RT7 600(SYP) (5)0.131"x 2'4"in each end- 10)total n/a
MONOLITHIC FOUNDATION-EXTERIOR H2.5T n1a:use R17 54 SYP or SPF 5 0.131"x 1Y'in each end- 10 total n/a
Y,x 12"TITEN HD SCREW ANCHOR 4HB-_.__,_.._-- -----_-_-_RTS_._----.,._._---_------ 455(SYP)- 4)0.131'x 2%"in
( ,,,_______ each end-(8)total n/a R
ALTERNATE ANCHOR: lFTAs -es6(sYP a ..SPF...,---- (8)0.131'x 2%'in each end-(16 total n/a -_..-------_..,....---__.__.-----..,,---___.__..__----_------_-_--
or%"THREADED ROD SET 7"INTO ADHESIVE H8 RMA 745(SYP) (5)0.148"x 1'4'in each end-(10)total ala
Y"x 6"TITEN HD HDQ8 n1a:use UPHD8 76 SYP 549 SPF) 20 %'x 3"SDS 7J8'w 15"embed{SET-lam o on ) H
EXTERIOR BEAM (MECHANICALLY GALVANIZED) HDu5 PHD5 5645(SYP)4065(SPF) (14)V x 2/VS DS 51W vd 7'embed ono and 12'embed(stem)
STEMWALL FOUNDATION-EXTERIOR (AS NOTED) Ham$..,.__._-___._.._____,._._._. PHD6 _______.___--_-_____,_,_,6970(SYP)5020(SPF) (20)%x Y SDs Ire"wd 15"embed{SETX1'epoxy any)
- -- -------------------
X8"THREADED ROD SET 12"INTO ADHESIVE WITH 2"x s"WASHER HErA16 HTA18 1810{SYP) (1°)°.146"x 1'i 4"embed
H6 CLIP FROM HTS 20,HTS 24 or HT530 HTW20,HTw24 or HTW30 1450(SYP)1245(SPF) (10)0.148'x Win each end-(20)total n/a
INTERIOR APPLICATIONS- POST TO BEAM HTSM16 or HTSM20 HTWM18 or HTWM20 1175(SYP) (8)0.148'x 3°into wood n/a
(4)%x 2%"Titen into CMU CLIENT:
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND 4)W x 1%"71ten Into concrete NORTH FLORIDA BUILDERS
HTT4 HTT4 4235(SYP)3640(SPF) (18)0.162"x 2'� 5re"wB 7'embed(mono)and 12"embed(stem)
Y2"x 12"TITEN HD SCREW ANCHOR \ NAIL AS SHOWN-(5) HTf5 HTTS 5090(SYP)4375(SPF) (26)0.162'x 2'4' W4 T embed(mono)and 12"embed(stem) t
lTP4 MP4F n/a 12)0.131'x i'4" n/a
Or%"x 8"TITEN HD SCREW ANCHOR 0,131"x 3X4"NAILS PER PLY LSTA18 LSTA18 1235(SYP)1110(SPF) 0.148'x 3"in each end-(14)total n1a m PROJECT:
or Y8"THREADED ROD SET 6"INTO ADHESIVE - L7S12 lTW12 775(SYP)865(SPF) (6)0.148`x 3'in each end-(12)total n/a $ LOT 132 ATLANTIC BEACH CC
PT POST(AS NOTED) MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"m each end-(16)total nJa
� DETAIL-TYPICAL HTT5 INSTALLATION MSTAM24 MSTAM24 1500{SYP or SPF) (9)%'x 2 4"Titeontood n/a (1620 MARITIME OAK DRIVE)
H6 CLIP FROM POST (s)x"x zr"Titen into CMU
SD 7 (USP PHDS SIMILAR 5 %"x 1'h"Titen into concrete t JOB NUMBER: COUNTY:
( ) TO BEAM MSTA30 MSTA30 2050(SYP)1820(SPF) 01)0.148"x 3'in each and-(22)totai n/a
PDUVAL
T POST(AS NOTED) MSTA36 MSTA38 2050(SYP or SPF1 (13 0.148'x Win each end-(28 total n1a S -
MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148'x 3'into wood nh 3 SCALE:
` EXTERIOR BEAM ABU POST BASE o NTS(U.O.N.)
(8)'/.-x 2Y,"Titen into CMU -
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) AS NOTED 8%"x tai"T�ten into concrete o DO NOT SCALE THIS DRAWING
( ) MTS 12 or MTS20 MTW12 or M7W20 1000(SYP)860(SPF) (7)0.148"x 3'in each end (14}total n1a
/8"THREADED ROD SET 15"INTO ADHESIVE PLAN VIEW AT TOP OF POST �"THREADED ROD MTSM16 or MTSM20 HTwM16 or H7WM20 66°(SYP} (7)0.146 x 3'Into wood RELEASE DATE:
WITH NUT SET IN (4)x x 2r.Titen into CMU
STEMWALL FOUNDATION-EXTERIOR O 4)/°x 1°i.'Titen into concrete 06-28-16
ADHESIVE PA51 TA51 2940(SYP or SPF (14)0.162"x 2'4"or 14 0.162"x 31W 4"embed 8 REVISIONS:
%"THREADED ROD SET 15"INTO ADHESIVE -- _ 7"EMBEDMENT SPH4 or SPHB SPTH4 or SPTHB 660(SYP)585(SPF) (12)0.148"x 11/2' n1a =
SSP RSPTB 350(SYP or$PF) (4)0.146"x t'/:into studs- n1a
°. 3)0.148"x 1'4"Into double late
INTERIOR APPLICATIONS- °a i I ° STH014 STAD14 421 SYP or SPF 30 0.148'x 3 14`embed DRAWN BY:
IF EDGE DISTANCE EXCEEDS 5"USE a °i ° a / Notes w CMF
THREADED ROD SET 8"INTO ADHESIVE d 1.All connectors are manufactured by Simpson Strang-Tie or USP Structural Connectors(U.O.N.) 21
y CHECKED BY: M,1B/J.JJ
° u 2.SYP=SouthernPine;SPF=Spruce-Pire Fir _
- - 3.Mono-monolithic concrete;stem-masonry stemwali or bond beam TITLE:
SIDE VIEW AT BASE OF POST 4.Anchorage refers to threaded anchors with noted diameters and embedment depths METAL CONNECTOR
D DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST w
DETAILS
SD-7 (USP PHD6 SIMILAR) SD-7 FILE COPY
:2' SHEET:
----------
S D-7
J
r
F
TE: T TWC 15600 SCREWS MAY BE USED IN LIEU OF V LSBERG
AL CONNECTORS FOR ALL OPTIONS.
Id ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
jh ulseng@ bellsouth.net
= FLORIDA C MB R:25846
All,
x ROOF SHEATHING � �,`����`��CJ�J•-�IqN�����,
z Q ROOF SHEATHING IV
z Q �i,. 1,1C 1y
�' CO 2x_BLOCKING N CO 2x4 HORIZONTAL BLOCKING ''
M
0.131"x 2Y2"NAILS @ 2"O.C. ,
(4)MINIMUM REQU
0.131"x 3 I I (2)0.131"x 3X"TOENAILS $ v3Y4"TOENAILS @ 3-O.C. '' AT EACH END
CONNECTOR INSTALLED BEFORE (2-MIN.)AT EACH END _ a 0 ATE
op 0
RAISED HEEL TRUSS
SHEATHING.(MAY ALSO BE RAISED HEEL TRUSS �•� ��`•�QR���, ��/
INSTALLED AFTER SHEATHING
THROUGH NOTCH.) DOUBLE PLATE j I 2x4 VERTICAL BLOCKING AT
I I VERTICAL SHEATHING JOINTS
I I I (WHERE � ��5� �8 �E�PE
( E APPLICABLE) R FL PE No.78623
z of z = i- DOUBLE PLATEo COMMENTS:
moo ,- ? L
SHEATHING JOIN N w N w o NAIL SHEATHING TO DOUBLE
0.131"x 3X4"TOENAILS @ 8"O.C. m o M PLATE @ 3"O.C.
3
E
`o
`o
NO METAL CONNECTOR
REQUIRED
A ETAIL - RAISED HEEL TRUSS OPTION 1 C DETAIL - RAI
SED HEEL TRUSS OPTION 3
�-8 HORIZONTAL SHEATHING JOINTAT TOP OF DOUBLE PLATE
SD-8 SHEATHING CONTINUOUS ACROSS DOUBLE PLATE �-
0
g
m
3
m
d
v
m
z X ROOF SHEATHING
2x4 BLOCKING ROOF SHEATHING RAISED HEEL TRUSS ROOF Z
N
(2)0.131"x 3RAISED HEEL TRUSS
Ya" OENAILS N � . SHEATHING
AT EACH END <v co
A 0.EACH
x 3Y"TOENAILS CLIENT:
(2)0.131"x 3Y"TOENAILS NORTH FLORIDA BUILDERS
RAISED HEEL TRUSS AT EACH END OF BLOCKING AT EACH END OF BLOCKING t
2x4 BLOCKING( LATWISE) 2x4 BLOCKING 2x4 BLOCKING
BETWEEN TRUS ES-
NAIL TO DOUBLE:PLATE PROJECT:
- $ LOT 132 ATLANTIC BEACH CC
\� ��� —
WITH 0.131"x 3 SHEATHING JOIN LSTA18 FLAT STRAPSHEATHIN LSTA12 STRAP WITH (1620 MARITIME OAK DRIVE)
NAILS @ 6'O.C• CENTERED ACROSS JOINT E JOB NUMBER: COUNTY:
DOUBLE PLATE (3 0.131"x 2 Y"NAILS `
DOUBLE PLATE AT STRAP INTO TRUSS $ SCALE:
DOUBLE PLATE � s" =1'-0"(U.O.N.)
o AND(3)0.131"x 2Y"NAILS
SHEATHING JOIN CONNECTOR IN TALLED INTO DOUBLE PLATE DO NOT SCALE THIS DRAWING
Y BEFORE SHEAT ING.(MAY RELEASE DATE:
ALSO BE INSTALLED AFTERDOUBLE PLATE z
—(3)0.131"x 3Xa"TOENAILS .9 06-28-16
SHEATHING THR UGH NOTCH.) - AT EACH END REVISIONS:
j
L-HEADER OR 2x6 BLOCKING -
BETWEEN STUDS DRAWN BY:
FILE ' CMF
CC,,,- l CHECKED BY:
MJB/JJJ
TITLE:
DETAIL - RAISED HEEL TRUSS OPTION 2rDRAISED HEEL TRUSS
B DETAIL - RAISED HEEL TRUSS OPTION 4 E DETAIL - RAISED HEEL TRUSS DETAIL
SD-s HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATE sD-s
OPTION 5
HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATE �-8HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATE = SHEET:
SD-8L
J