96 ARDELLA RD - NEW HOME STRU. DWGS a gy=m CL
e
w
33-10-00 S"• o n N tt
120000 5-00A0 IMO-00 = r
�rr
2-00 -__ _ _ 0.2o mw
=� 6U FILEo8� �o
C? h S # t m . -331000 _ mE2 7 Oma N
m
p 16-11-00 16-11-DO _ >wm�
a€m
p O
_ - - C
w
' r� 1 - aC3 Qwjx !?
` I
Fl k^ a e z a- - N7w
reF2 20 -0 F2 o - t w E �
0)'w
m�OOpyg
z
`e E-
2-0 00 20 - m zOux
o z,
F2 t
2-0 0 2-0 - o 2Op
Q g J
4 ` F2 :. 2A 00 20 .:. 20 00 C w rn a r em Q¢o¢
0
zw
F2 2-0 00 i` 1 20 F2 - -.. 20 -00 ,i n O 2 L OOO45
N
tq
F2 2-0 -00 2 l) .� 2 00 ..... G1 -, P 3 m qa U z rn (LS
F3 ,. 2-0 00 2 0 - !) �\�' N1 ... III ...-:2-00-
-,o 0 00 G1 o 0 3 ¢ .n. O w
F2 �
a
F3 ,> 6t '� o w--
1 - Z -,Z.
F3 F3 a m E w wvi�.
20 >�
3
., �.,..- .. ...... c
M3 .. tv73 2 2 r F
63 - ... F3 •� i 11 08 m•2• � � E m pjLL
F3 F3 �.
0 20 00 f 4-1 2 1 M3 1 20 00 M3
Fq F4 .,, ., . -.
0 0o 2-0 00 'I 20 0 o o tl N M3 I,-. ,._,..®. 20 00 M3 FS.
o 00 x L4 z - m - p N w o
0
E
a _
a F4 2-0 00 '�-0 0 F4 1 m a.. M3. ..,.,.... I , M3 °' m o Um
1, 20 00 xcca'm p
F4 2-0 00 2-0 0 y F4 M3 2 0 00M3 ¢
—
F41 0 001 ? 1-0 z-; F4 ... N1
;> ... . 2 0 -00 .. .�
1-1(-0 00 14 . 0 G1
2 00
F32 0 00 e 2-0 . p F3 2-0 00 ..6
F3 2-0 -00 2-0 00 2 0 0 F3 1" ,.
F2 2-0 00 n 2 0 0 F2 C € �= o Z x
F2
2-0(-00 2 0 o
0 �„ F2
LLJ
O m
F2 2 0.. 00 _-2-00-(
. 0 F2 o F
r r
,. O
- . F1 2-0 00 2 0 F1 J i C _ V) U
FA
2-010-00 2 00 M � °' J``� S F � ��—. k _ O NZ
00
a �- — (Aom
W O Lo
2-010-00 2 00 't
33-10-00 v - • O N N �.
.. o,. m . .
_ r
2-010-00 2 00 o O W O O : O O N
® _ -, SIURAWIAIr1 NEYIEW 013VO41T10N O w o
2-00-00 2 00 AT1OMM,bWerr °c O �O O 0) O 3
..® F 19 ordy 6x dedGmanCe Nlltlr m (� J
__.® Bre�sgoawreaptef
g
2-00-00 I ` z oo ProRstuM does rrpltnRews the comroeter
. . _ . . . ._. .,. - d Bw a"IMAWN Boor the
N
201100 u( oo Cargwr�walW dRerauresntl....'g.' nts of the t0
+wa�� m@asuremelNe. �• co
C7 RETUM FOR CORRECTION
7--2 0 - co
o SIC 2 0 AFfROVEO c Lm C) 00 Lo
O ApFR M AS MM 13 KTMW WITHOUT ACTION _ O m co I- v
04 00 00
g g QNOTAPPIIWEO 00
Q SEETRANSN A LETTER e E (7 ado
COMME r 00 N
r III r m
v
=o WO @O OH
RATE ( /2 o d _ ?>
0)
15-10-00 15-10-00 119818T.AUBUSTINE RD.�2tr1 Ft m E ._ ll..
o
31--1000 o iFE
JACKSBNVIUE,a3Ya6 N O O
3 3 E
i
r DESIGN SPECIFICATIONS: - GENERAL NOTES: -
8, All concrete slabs on grade shall be the thickness as indicated on the drawings over TT �f D 7�
Project has been designed in accordance with.the 2010 Florida Building Code, 1. The scope of these plans is limited tothe structural requirements of this project. minimum 6 mil,polyethylene vis ueen vapor barrier. �J L SBERG
( 9 ) d a ec Slabs shall with
reinforced with v
Residential and the Florida.Building Code,Existing Building(as applicable) Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 W WF lapped 8"at edges and ends in conformance with ASTM-A 185, ENGINEERING, INC..
and flashing requirements are not addressed inthese plans. H
DESIGN CRITERIA:. or fibermesh reinforcement shall be used with a minimum fiber length of 2"to 2" „ 11481 OLD ST.AUGUSTINE RD.,SUITE#202
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL 32258
2. It the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. - P:904.886.2401 F!904.260.4367
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type - w jhuiseng@bellsomh.net
Basic Wind Speed: : 130 mph of construction and occupancy. on 9. Slabs rade shall bear on structural fill which shall be clean sand free of debris and 2 FLORIDA C.A.NUMBER 25846 -
.Building Risk Category: II : -. 9 ,
other deleterious material.Structural fill shall be compacted to a density t
of at leasE
Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. it is the €
Building Classification: Residential contractors sole responsibility to determine the procedure,sequence,and temporary 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall be treated E
with termite poison before slab is placed.
bracing Type: Type Construction brang as to insure the safety of the building and its component parts during g ,1++��I+ �•+++ r )/j/�1
Wind-Borne Debris: NOT located in the wind borne debris region construction. 10.Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be o`�` S. r"•'•S
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density O .••' •'••• ire
Unless otherwise noted,project.site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM DI 557)for a depth of at least two feet(2'0")below the bottom of the footing. L....
S, .•
owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work. 9 - o
determination of grade elevations,drainage features,and special requirements. - $ i
11. The following minimum concrete cover shall be provided for reinforcement: s • NO 5 91
associated with FEMA flood hazard and/or DEP zones. 5. :The contractor shall supply,locate,and build into the work all inserts;anchors,angles, 3" Concrete cast against and permanently exposed to earth
plates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather
DESIGN DEAD LOADS: ' `required to attach and accommodate other work. 1^/"Concrete not exposed to earth or weather a; STA r S18-15,
•••.O� PLOYD'S.SIMPS Pl'
Floors: 6. All details and sections shown on the structural drawings are intended to be typical 12:.All continuous reinforcing steel in concrete shall be lap-spliced with the following Ne;
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: ' ij *N73:• ....•^
wood subFlooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor where indicated otherwise. #4 bars: 21 minimum -N-1VAL E�G a,,. /F \\�"
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be - - bars: 26'minimum >'I 'k4rtellnnma«m°°
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor ##5 5 bars: 32"minimum a
shall contact the Engineer for clarification in cases of conflict between the structural -
Roofs: ` drawings and any drawings prepared by others prior to commencing work. 13 Reinforcement in footings shall be bent around comers or corner bars shall be used.
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
Concrete or Clay Tile: 15 psf 8. It is the owners and/or contractor's responsibility to obtain a soils exploration report. -
14..The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shall have .
2000 psf: The Engineer shall be notified if soil conditions encountered differ from the :.:ends which are.plastic tipped or stainless steel
DESIGN LIVE LOADS: "noted assumptions. All requirements for site preparation and soil compaction
specified in the soils report shall be followed unless more stringent requirements are MASONRY:. m
Floors: specified in these plans. e
.Exterior Balconies: 40 psf
General:
Exterior Decks: 40 psf CONCRETE: - - ir
x
Stairs: 40 psf(or 300 Ib point load) 1. All masonry work shall be in accordance with 'Building Code Requirements.for
Garages: - - 60 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-08,and Specifications for Masonry Structures,"ACI "
All Other Areas: 40 psf .Structural Concrete,"ACI 318-08 and"Specification for Structural Concrete,"ACI 301. 530.1-08 s
Attics: 2. Allconcreteshallhave the following minimum compressive strength at 28 days: 2. - : s
Grout shall conform to ASTM C476 with minimum 28 day compressive strength of x
Without Storage: 10 psf - Slabs on grade,footings,and misc.concrete: fc=2500psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump Between 8"to Ill"
With Limited Storage: 20 psf Structural slabs,walls,beams and.columns: fc=3000psi
With Storage:. 30 psf(fixed stair access) Designated radon zones only-all concrete:. fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used 4! -
in brick veneer.
Roofs: - - 3. Cement shall conform to"Specification for Portland Cement'(ASTM C150) -
Less4:12 than 4:12 slope: 20 psf
4:12 4. The contractor shall be responsible for the design and installation of all flashing. 3
slope greater: 16 psf 4. Aggregate shall conform to."Specification for Concrete Aggregates' (ASTM C33). 9 CLIENT.
Concrete Masonry(CMU):. a ELITE HOMES
DEFLECTION CRITERIA: 5 Water shall be clean and free of injurious amounts of oil,acids;alkalis,salts,organic
material or other substances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-06B,Hollow Load-Bearing
Walls: m PROJECT:.
Brittle Finish wind load): U240 - Concrete Masonry Units,normal weight,with a minimum compressive strength of I
( ) 6. Reinforcing.steel shall beASTM A615 Grade 40 unless otherwise noted on the 1900 psi(fm=1500 psi). g DUPLEX NORTH
Flexible Finish(wind load):U120 structural drawings.All reinforcing details shall conform to"Details and Detailing of - o (DONNER ROAD-ATLANTIC BEACH
Live Load: U480* drawings.
Floors: ConcreteReinforcement,"ACI 315,unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following
Total Load: L * minimum lengths: doe NUMBER:15,0737 couyry
Increased floor stiffness may berequired floor covering manufacturer: 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars: 20 a minimum scAUE 1'-0'(U.O.N)
#5 bars: 25"minimum FILE COPY
shall be in accordance with"Standard Tolerances for Concrete Construction and #6 bars: - 30"minimum �/1 oo NOT SCALE THts oRawlNc
Roofs: -. Materials,"ACI 117. Footingor slab edges maybe up to 1/2"Inside of the sill plate: - : RELEASE DATE:
Live Load' U240 - `-` _ 06-18-15
Total Load. L/180 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. REwSION
4. Provide cleanouts per ACI 530.1-08 in the bottomcourse of masonry when the wall E
_ - height.exceeds 5,-0„
DRAWN BY: CMF
r m;
w
5. Beam reinforcement shall beeycontinuous across control joints. /� m
` REVIEWED FOR CODE COMPLIANCE � CHECKED BY:: MJB/FSS
CITY OF ATLANTIC BEACH = TITLE
� `GENERAL NOTES
SEE PPEpR�MIMFOR ADDITIONAL SHEET 1 of 2
MQWREMENTSAND CONW10to- a SHEET
•
Clay Masonry(Brick): 12. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: _. T TT S.BT T G
2-ply beams with(3)rows of 0.131'x3 W nails @ 12"o.c. E L N ,I
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'x3I/V nails @B"d,c.(each side) 1.. All window,door and soffit assemblies shall be designed to withstand the design H ENGINEERING,. INC.
Hollow Brick,respectively. Grade SW shall be used, 4-ply beams with 2 rows of Simpson 6'/;'Ion SOW screws 12"o.c. pressures Indicated below and shall be installed in accordance with the manufacturer's
py O p g @ 11461.OLD JST.AONVILL ,FL.
SUITE#202
.requirements. � JACKSONVILLE,FL.32258
2. Brick veneer shall be anchored with approved ties spaced no more than 16"b.d. STRUCTURAL STEEL: - P:904.886.2401 F:9042604367
vertical and 16"o.c.horizontal Additional ties shall be provided around all wall a ihwsenypbellsoum0et
openings.greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and FLORIDA DANUMBER:25346
D.C.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). - 3
a.Welded connections: AWS D1.:1 a ,u., ��
3, Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural steel shapes,plates: ASTM A36
have a hook embedded in the mortarjoint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or A501 WIND PRESSURES ON WINDOWS,: DOORS & " A
22gage by 7/8"corrugated and fastened with 1 '/. galvanized roofing nails. d.Structural steel tubing: ASTM A500 • SOFFITS (psf) N F SO
Adjustable or strand wire veneer ties shall be used at CMU walls. J
2. All structuralsteel connections and fabrications shall comply with AISC specifications NOi 0
4, Unless otherwise noted on the:plans,a steel angle L4x4z1/4 shall be used for AREA OF OPENING. EDGE STRIP(5) INTERIOR ZONE (4). r
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. -Pos Neg. Pos Neg * _
windows where brick is self-supporting. If the length of the opening exceeds&-0"then
the steel angle shall be attached to the wood framing with %"x 3"lag screws @ 12" 4.. Holes required for bolted connections may be drilled or punched. Flame-cut holesATE OF
0 to 20 sf 18.3 -24.5 18.3 -19.8 K
O.C.or Simpson%4"x3"SDS screws @ 12"o.c. shall not be used. -
20.1 to 50 sf 17.5 -22.8 17.5 -19.1 Q �T "'
WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 e ,�sS' F�OYVBrSIM F
` 100.1 to 200 sf 15.5 . -19.1 155 -17.1
g COMMENT6: IIJilllttli.,
1. All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior 200.1 to 500 sf -14:7 . -17.4 14.7 -16.3 a
(NDS)for wood construction,"2005 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning' Soffit Design Pressure 18.3 -24.5 18.3 - -19.8 s
:Base Design Pressure 15.50 GCpi=t0.18 - 5
2. All wood members exposed to weather orin contact with masonry,concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure.
3. If ACQ treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to restore final finish. - P
hot-dipped galvanized nails meeting ASTM At 53,Class C,or ASTM B695,Class 50
If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: .. TYPICAL EDGE STRIP(5) - m
a=3.5'
4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for 1. Allframing anchors and connectors shall be manufactured by Simpson Strong-Tie,
v
Metal Plate Connected Wood Truss Construction(ANSI/TPI 1-07)." United Steel Products(USP), or Engineer approved equal. TYPICAL INTERIOR ZONE(4)
S. All trusses shall be designed by the Truss.Manufacturer's registered Engineer. 2. All anchor bolts andthreaded rods shall be in accordance with ASTM A307 or ASTM s
F1554,Grade 36.
6. The Truss Manufacturer shall submit shop drawings and design notes with a - -
registered Engineer's seal for approval.Design notes shall include the rated load 3. All metal connectors and hardware which are exposed to the exterior or in contact
Capacity of the truss to truss connectors,and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per s
trusses utilizing the connector system.proposed.The contractor shall:approve ASTM At 53,Class C,or ASTM B695,Class 50.
fabrication and installation drawings showing size,shape and layout.
4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with ... a
7. Jobsde handling and erection,including temporary bracing,during Installation of Florida Product Approval)and installed according to the manufacturer's instructions. -
trusses shall comply with TPI/WTCA BCSI 1. -Holes shall be cleaned of all debris and brushed out prior to installation of anchor
adhesive..
8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened - "-
to their supporting walls or beams with metal connectors as noted in the Truss S ' ROOF COVERING: .. m- CLIENT.
Connection Schedule. ELITE HOMES
1. The contractor shall be responsible for the design and installation of the roof covering. - )
9. All gable ends shall be balloon framed or braced in accordance with the applicable system.
detail as shown in the structural drawings. - - PROJECT: _.
2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the - DUPLEX NORTH -
10. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)shall manufacturers requirements. - - (DONNER ROAD-ATLANTIC BEACH)
be provided by others. JOB NUMBER: COUNTY. : -
3. Clay and Ifle roofs shall be installed per the"Concrete and Clay Roof Tile Installation111.0737 l
DIJVAL
11. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material Manual,"and the manufacturer's requirements. .....: SCALE:
specifications:,.
LVL or Parallam •ISL 4, Standing seam metal roofs shall comply with ASTM El 514 and be installed according DO NOT SCALE THIS DRAWING
E=1,900,000 psi E=1,550,000 psi to the manufacturer's requirements. - - m RELEASE DATE
Fb=2,600 psi Fb=2,325 psi - 06-18-15
Fc=750 psi" Fc=800 psi 5. The contractor shall be responsible for the design and installation of all metal flashing .REvislons.
Fv=285 psi Fv=310 psi. - and valley material. -
oRawid BY: :CMF -
- - CHECKED BY: MJB I FSS
�' TITLE
e GENERAL NOTES
Southern Yellow Pine member design incorporates design values far all sizes and SHEET of 2
- grades of visually graded Southern Pine dimension lumber per"Supplement No.13 to
the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the g SHEET:
Southern Pine Inspection Bureau(SPIB). e S-2
33-10" 24 x 24 x 12"PAD FOOTING lJ L SB ER
x 24 x PAD FOOTING 2 3 12' ' 4 8" 12'-4" WITH 2)#5 EACH WAY(TYP.)
WITTH(2)#5 EACH WAY(NP.) 4 ( MONOLITHIC HENGINEERING, INC.
SEE DETAIL"E"ON SD-1 SEE DETAIL"E"ON SD-1
11481 OLD ST.AUGUSTINE RD.;SUITE#202:
— — — r— — —
JACKSONVILLE,FL.32258
III s P 904.886.2401 F:90426043 43
67
�p jhulseng@bellsouth net
2v Y. rj I I Y d N FLORIDA C.A,NUMBER 25846
a
DOOR REC SS m; DO R RECESS , NO 791
1
s_ _
4"CONCRETE SLAB
. WITH 6x6 W1 4x1.4 WWF1,f E F �(�/,,l�f` sd•
OR FIBERMESH OVER `_4 t1_ _ F 618-15
r 6 MIL VAPOR - r 2 2%STUD$:tle 16"O.C.(U.O.N) '.el��/FLOYD S. IMPSE} �E
S BARRIER COVERING G.,.
CLEAN,COMPACT, ( � .:, 2x_TREATED SILL PLATE e �.,,,o ONALEN�^^
(SEE TYPICAL WALL SECTION opninauisnnna"m
p TREATED FILL r. D FOR ANCHORAGE)
3'-0^ T-1 T-11" 13'-0' '- CURB HEIGHT VARIES
4"CONCRETE SLAB WITH 6x6
F-1 n W1 41.4 WWF OR FIBERMESH ?
H Lid
SD-2 2
VAPOR BARRIER OVER x
TREATED AND COMPACTED FILL
( 4 . I 1'$ 20"WIDE FTG- 3 #5 CONT.
u LJ 8
1 SECTION-BEARING CURB IN GARAGE
g
SD-2
M
x „
CLIENT:
6
ELITE HOMES
in M I A PROJECT
� — -- - - -J (- - - — - -I i DUPLEX NORTH
(DONNER ROAD•ATLANTIC BEACH)
JOB NUMBER: COUNTY
cl o 0 0 € 15.0737. DUVAL.
1gI^ N i�'-5" CJ=SUGGESTED CONTROL JOINTS
SCALE
35 LOCATIONS(SEE DETAIL'T"ON SD-2) -4 y' =V-0"(U 0 N.)
c `B DO NOT SCALE THIS DRAWING
DENOTES TWO STORY gRELEASE DATE
N C,I I FOOTING CONDITION REVINS
06-18-15
T D y
SD-1
S-3 50.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS
USING FINAL APPROVED FLOOR PLAN PRIOR 1 DRAWN BY:
FFF[EEMBEDDE STRAP AT I i EMBEDDE STRAP T TO CONSTRUCTION. 9 CMF
GE DO R OPENING GARAGE DO R OPEN NG DETAI "f"ON SD-1 SEE DETAI 'F"ON S)-1 4 CHECKED sr MJB/FSS
P TITLE:
L J
IT FOUNDATION PLAN
It
12'- " N T-8'
17-3" N SHEET
FOUNDATION PLAN n S-3
NOTES: TJ LSBERV
r : - —_NPTEi 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE JL ENGINEERING, INC.
NOTE: EACH REAR POST SHALL BE TREATED s 11481 OLD ST.AUGUSTINE RD.,SUITE n 202 -
EACH REAR POST SHALL BE TREATED = = 50 CH — CONSTRUCTED WITH ZX6 SPF No:2 STUDS @ 16"O.C. JACKSONVILLE,F: FL 32258
(2)2x12 PORCH O P:904.886.2401 F:904.260.4367
2 2x12 PORCH 4x4 POST ON ABU44 Z POST BASE.STRAP
4x4 POST ONABU44-Z POST BASE:STRAP BEAM(TYPICAL) BEAM(TYPICAL) III POST TO EACH BEAM ABOVE WITH FOR PLATE HEIGHTS UP TO 9'-1 -U.O.N. jhulseng®hellsouU.net
POST TO EACH BEAM ABOVE WITHIII III (1)H6-Z CLIP OR(1)MSTA24-Z 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL E FLORIDA C.A.NUMBER:
(1)H6-Z CLIP OR(1)MSTA24-Z IIII III III TYPICAL ALL POSTS-(U.O.N) n
TYPICAL ALL POSTS-(U.O.N) III E III III E SEE DETAIL"F"ON SHEET SD-7 BE CONSTRUCTED WITH 2X4 SPF N0.2 STUDS @.16"O.C. 2
SEE DETAIL"F"ON SHEET SD-7 E III SD 7 / 1111IIIII�;"'
SD-7 (2)2x8 HEADER III (2)2x8 HEADER SD-7 FOR PLATE HEIGHTS UP TO 9'-1 Y"-U.O.N. € °`1 SW_ 2J 2K SWC` — 2J 2K W=3 3) THEFIRST FLOOR EXTERIOR WALL FINISHI•Iq
- -'— IS"FLEXIBLE"(SIDING)-U.O.N.NOTIFY ENGINEER
csF -O2
. OF ANY VARIATIONS. / �" •°
= d 078
I oTR?E OF ,°Q
8 ,
m CO
MMENTS O
I 1
A
of 1
f1
tl@IAI
,
�(3)2z6BUILT-UP
- (3)2x6 BUILT-UP e
`I I: POSTAL
ALIGNED WITH
-
POST ALIGNED WITH m
TRUSS Al ABOVE I I TRUSS Al ABOVE
INSTALL SOLID ...INSTALL BLOCKKIING
BLOCKING '
BETWEEN FLOORS - I I BETWEEN FLOORS P
.: SHEARWALL LEGEND:
' E
.:, NON-BEARING WALL ..
I �
r---- - BEARING WALL
1, I SW-6
0 = SHEARWALLS FASTENED WITH E
of o �IIµI 8d COM(0.131"x2Y2' NAILS
y(3)2x6 BUILT-UP I I u (3)2x6 BUILT-UP 6"O.C.ON EDGES AND 12"0. "s
POSTALIGNED WITH POST ALIGNED WITH ON INTERMEDIATE SUPPORTS
TRUSS Al ABOVE TRUSS Al ABOVE - - SW-3.
INSTALL SOLID O SHEARWALLS FASTENED WITH �
INSTALL SOLID < BLOCKING
BLOCKING - 8d COM(0.131"x 2 ")NAILS.@
I 22
BETWEEN FLOORS
BETWEEN FLOORS 3"O.C.ON EDGES AND 12"D.C.
ON.INTERMEDIATE SUPPORTS. m
V
I SBS = SHEATH BOTH SIDES OF WALL m CLIENT:
AT INDICATED SHEARWALL ELITE HOMES
DRY s
— — — - SHEARWALLS SHALL BE _ T,
— PROJEC
ill
SW-3 — SW-3 I I SW-3 SW-3 CONSTRUCTED WITH Y' DUPLEX NORTH -
...._..... .:.. .. DRYWALL AND NAILED WITH. m
` (DONNER ROAD-ATLANTIC BEACH)
SHEATHING I I XTEND SHEARWALL SHEATHING 6d COOLER NAILS
EXTEND SHEARWALL -
ACROSS FLOOR TRUSSa Joe rvumBER courvry
ACROSS FLOOR TRUSS I I (PENETRATIONS ALLOWED @ 7 0.C.ON ALL SUPPORTS 15.0737 DWAL
(PENETRATIONS ALLOWED : I FOR MECHANICAL I ELECTRICAL) NOTE:ALL EXTERIOR WALLS SHALL BE SW£'U.O,N. 9 scALE: „ _
FOR MECHANICAL I ELECTRICAL) - YB r1'-O� (U:O.N.)
WOOD FRAMED HEADER LEGEND: I DO NOT SCALE THIS DRAWNG
RELEASE DATE: -
Y
I
E
SIZE -0618-15
OF HEAD
;REVISIONS'
(2)2x4 BUILT-UP o 2)2x4 BUILT-UP
.POST(MIN.) I POST(MIN.) ® LREFER TO ARCHITECTURAL PLANS
� PUANTITY
FOR SEPARATIONWALL DETAILS8 DRAWN BY:
QUANTITY - CMF
GARAGE DOOR SHALL GARAGE DOOR SHALL GARAGE DOOR :ENDOF
OF JACKS OF KING STUDS CHECKED BY:
- BE RATED FORA I BE RATED FOR 1. INSTALL]MSTA30 STRAD MJB FSS
-
MINIMUM DESIGN MINIMUM DESIGN TITLE:
OF GARAGE DOOR HEADENOTE: : WALLLAYOUT
PRESSURE OF 18.3 psf± I I PRESSURE OF 18.3 psf± HEADER AND JACKS D FRAMED LOAD BEARING HEADERS
— INTO ALL FIRST FLOOR
2)2x12 HEADER (2)2x12 HEADER SHALL BE MINIMUM(2).2X6 No.2 OR BETTER
2J 2K 2J 2K 2. EMBEDDED STRAP AT EACAGE SHEET:
DOOR OPENING SEE DETA . SYP.INSTALL MINIMUM(i)JACK AND = ^_�
- (1)KING STUD AT EACH HEADER(U.ON) ¢ J
WALL LAYOUT-FIRST FLOOR
NOTES:
HENGINEEPJNG,
ULSBERG1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE INC.
11481 OLD ST.AUGUSTINE RD.;SUITE#202
CONSTRUCTEDWITH 2X6 SPF No.2 STUDS @ 16"O.C. m JACKSONVILLE,FL.32258
FOR PLATE HEIGHTS UP TO S-1 Ya"-U.O.N. m P:904886.2401 F:904.260.4367
jhulsen9@hellsouth.net
2 ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL FLORIDA C.A.NU R:25846
BE CONSTRUCTED WITH2X4 SPF No.2 STUDS @ 16"O.C. e /
FOR PLATE HEIGHTS UP TO 8--1 Ye U.O.N,
a ,Al )
E )Y 1u1111u
\
111�1rn r,
3) THE SECOND FLOOR EXTERIOR WALL FINISH R // S
IS"FLEXIBLE":(SIDING)-U.O.N.NOTIFY ENGINEER X10,.• i
_ OF ANY VARIATIONS. yXGEN 'tso
No. 9�
TA E -0F618-i
• FLOY S SIM
o g.
a ,, ONA�
... err/IIIIIIYAIIIIIII\t\\
SOLID SOLI _
CORNER CORNER III
" L. ::I SHEARWALL LEGEND: E
BIIII
I� ....... _.. ...... . NON-BEARING WALL
j`: D = BEARING WALL s
III -SOLID - ��. � �� SOLI SHEARWALLS FASTENED WITH
8d COM(0.131N 2 Y")NAILS @
CORNER
L ' : 'CORNER 6"O.C.ON EDGES AND 12"O.C.
SW-3 ON INTERMEDIATE SUPPORTS. �
. .�� o.._? - 1 o SHEARWALLS FASTENED WITH
�®D7_ .. >� - 8d COM(0.131"x 2 Yz)NAILS.@
3"O.0 0 .EDGES AND 92"O.C,
ON INTERMEDIATE SUPPORTS. s
SBS = SHEATH BOTH SIDES OF WALL CUENT
AT INDICATED SHEARWALL ELITE HOMES
DRY
_ - )2x6 HEADER (2)2x6 HEADER ® = SHEARWALLS SHALL BE m PROJECT -
1J 2K 1J 2K CONSTRUCTED WITH Y DUPLEX NORTH
ILII DRYWALL AND NAILED WITH s (DONNERROAD-ATLANTIC BEACH)
6d COOLER NAILS - w
7 O.0 ON ALL SUPPORTS. x Jae NUMBEa coueTv
I LL @ e 15.0737 DUVAL
NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. SCALE
III WOOD FRAMED HEADER LEGEND: CC)NOT SCALE THIS DRAWING
SIZE RELEASE DATE
0&18-15
OF HEADER REVISIONS'
2 2x HEADER E
J K F
- - DRAWN BY: M
QUANTITY -: UANTITY � � CMF
�. L . OF JACKS OF KING STUDS s -...
CHECKED BY MJB/F S
NOTE. = TITLE:
L= ALL WOOD FRAMED LOAD BEARING HEADERS W'4LL LAYOUT.
a SECOND FLOOR
`.SHALL BE MINIMUM(2)2X6 No.2 OR BETTER m
WALL LAYOUT-SECOND FLOOR SYR INSTALL MINIMUM(1)JACK AND
= SHEET
(1)KING STUD AT EACH HEADER(U.O.N,) R S-5
HULSBERG
ENGINEERING, INC.
11481 OLD ST AUGUSTINE RD.,SUITE tF 202
JACKSONVILLE,FL.32258
f P:904.886.2401 F:904.260.4367
jhulseng@6eliwuth.net
FLORIDA C.A.NUMB :25846
z i\o\11"wo uinnilq iil
No. 507811 C)Z
* 6 * gyp _
F9 E2
ST OFPE
/ :� ,'
F9 F9 F�t
�,• 59/91
-' '� J 1111118111111\1\t\1\\\
Rl FA
TRUSS CONNECTORS s
_,,,,, TRUSS ID - LEFT I INTERMEDIATE RIGHT 9
r
:: - ALL TRUSSES(ROOF) H2.5+1568D
H2 5T OR H2.5T OR '•:_
SDWCWC 15600 SDWC 15600
a
... NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON 4
UPLIFTS COMPUTED BY ENGINEER OF RECORD. '
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS - II
SHALL BE DISREGARDED.
_ 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM E
. SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. Q _
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
- APPROVAL BY THE ENGINEER OF RECORD AND THE - 4
CONTRACTOR. a
-' " 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED �
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD.
g
4) SEE SHEET SD-7A FOR INSTALLATION DETAILS
92
.. .. - WHEN USING SDWC 15600 SCREW s
' m CLIENT:
ELITE HOMES
d
€ PROJECT:
DUPLEX NORTH
s (DONNER ROAD-ATLANTIC BEACH)
2 JOBNUMBER:15-DT3T COUNTY:DUVAL
scn E: Y° =1'-0"(U.O..N)
e DO NOT SCALE THIS DRAWING
m RELEASE DATE: .
06-18-15
y,REVISIONS.
DRAWN BY:. CMF
CHECKED BY: MJB PSS
TITLE:
e LOWER ROOF LAYOUT
SHEET:
LOWER ROOF LAYOUT S-6
11 HULSBERG
ENGINEERING, INC.
r - 71481 OL RD.,5817E #202
� F JACKSONVILLE,F 2
_ P 9048862401 F'.9042604367
g
jhulseng@bellsouth.net
FLORIDA C.A.NUMBER:25846
€ rrbi
�o. 791 _
s S/ Ar
—KDj
p2 F. qN fTi� iIa � ♦ `..
LP
n
b
' v2 4 COMMENTS: _
...cl,I... ......... ........ ....GI..:: . . .. TRUSS CONNECTORS s
.HTS24 AT HTS24 ATTRUSS ID. LEFT INTERMEDIATE . RIGHT a.
TRUSS :. .; TRUSS
Al .HTS24 HTS24
ja
ja M ..
Iq
•ALL OTHER TRUSSESH2.5T OR H2.5T OR. H2.5T OR
... . SDWc 15600 SDWC 15600 SDWC 15600 m
�g .... M3 J9 _
NOTE: �
1)ALL TRUSS CONNECTORS ARE BASED ON 9
UPLIFTS COMPUTED BY ENGINEER OF RECORD.- $ -
1 .: UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
" SHALL BE DISREGARDED.: z
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
HTS24 AT HTS24 AT SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.:
.. .TRUSS : : .:::r: TRUSS ::::: -DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR - - -
-' Cl APPROVAL BY THE ENGINEER OF RECORD AND THE
0� - :: ✓2 CONTRACTOR...
DL ja �1 '6
-. 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED -
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR 4
APPROVAL OF THE ENGINEER OF RECORD: �.
5
4).SEE SHEET SO-7A FOR INSTALLATION DETAILS , CLIENT: .
WHEN USING SDWC 15600 SCREW a ELITE HOMES
' 2 PROJECT:.
DUPLEX NORTH
IIII ✓ (DONNER ROAD.ATLANTIC BEACH)
1 JOB NUMBER: COUNTY
150737 DUVAL
IIII SCALE o 1-0"(U.O N.)
IIII eg DO NOT SCALE THIS DRAWING
RELEASE DATE
IIII v 0618-15
y ftEVISI0N5:
IIII DRAWN BY: CMF
4 CHECKED BY:
MJBIFSS
e TITLE:
UPPER ROOF LAYOUT
� SHEET:
UPPER ROOF LAYOUT -7
H
ULSBERG
ENGINEERING, INC.
NOTE EACH REAR POST BE TREATED 11481 OLD ST.AUGUSTINE RD SUITE#202
EACH REAR POST SHALL BE TREATED
HULSBERG
ENGINEERING, INC.
�T 11481 OLD ST.AUGUSTINE RD.,SUITE#202
" Fo JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
1.
jhulseng@bellouth.net
FLORIDA C.A.NU)APER 25846
Quo E
N 50 91
o SATEtOsp8-15
i FLOYUS. IMP$b E_
AL a3
Ts .•-
AtEN�,� ,•'
3 S16 BETWEEN CS16 BETWEEN w p
m FLOORS FLOORS III
III Nw � 8
mooom , foo
1I
mow . .. :�::: romow ux 2
as x ;.. .... :. .. : ot. €
a
VV
moo III S16 BETWEEN CS16 BETWEEN I ow
o _
`n FLOORS. FLOORS
- m -
m T:CLIEN
b ELITE HOMES
THREADED ROD LEGEND:
PROJECT:
• _ %"THREADED ROD FROM DUPLEX NORTH
III L. FOUNDATION TO DOUBLE PLATE _
(4°MINIMUM EMBEDMENT REQUIRED) a (DONNER ROAD-ATLANTIC BEACH)'
€ JOB NUMBER COUNTY
THR
IIII O.
FOUNDATION TO TOOUPPERM SCALE: 15.0737 DUVAL
IIII ( FLOOR DOUBLE PLATE. E /8" =V-0"(U 0 N.)
(4 MINIMUM EMBEDMENT REQUIRED) s BO NOT SCALE THIS DRAWING
RELEASE DATE
❑ HOLDOWN(AS NOTED). 06-18-15
>REVISION
INSTALLED AT SILL PLATE
IIII (E = HOLDOWN(AS NOTED).INSTALLED
AT SILL PLATE COUPLE MINIMUM% 0 DRAWN BY. CMF
ROD TO HOEDOWN ANCHORAND
AB g
CONTINUE TO DOUBLE PLATE ABOVE: CHECKED BY MJB I FSS
e TITLE:
O = HOLDOWN(AS NOTED)INSTALLED _ TIE-DOWN LAYOUT
AT SILL PLATE.COUPLE MINIMUM%"0 SECOND FLOOR
ROD TO HOLDOWN ANCHOR AND P
CONTINUE TO UPPER FLOOR = SHEET.
TIE-DOWN LAYOUT-SECOND FLOOR DOUBLE PLATE ABOVE. r S-J
HULSBEF
r - BRICK VENEER WITH 1°AIRSPACE BRICK VENEER WITH 1"AIR (1)#5 CONT : 11ENGMERENG;
AND WALL TIES - SPACE AND WALL TIESFILL JOINT WITH ELASTOMERIC _ SILL PLATE. 11481 OLD ST.AUGUSTINE RD,SUITE
e JACKSONVILLE FL 32258
CONT,FLASHING PROVIDE WEEP HOLES SILL PLATE JOINT FILLER `� HEIGHT OF CURB VARIES(8"
CONT.FLASHING;PROVIDE z P:904.886:2461 F:904.260.4367
net
@ 33'0.0. . WEEP HOLES @ 33"O.C. CONCRETE SLAB, 2 6"MIN. MAX.) Ihulseng®bellsauN.neG
PACE BELOW FLASHING x
GROUT AIRS. W cO CONCRETE SLAB FLORIDA C.A.NUMB 258446
ACE BELOW GRAD
SILL PLATE GROUT AIR SP _
CONCRETE SLAB N. SILL FLASHING
E
PLAT
I z .CONCRETE SLAB GRAD \\ \�\\\/\\i �/,� •�
/\ 1 #5 CONT. @o //\ i8"CMU STEMWALL WITH(1)#4 @ 48"O.C. _N_ \/, " 1% .. o` S+
\ / N
GRAD pj T\i ,.�--. °a °//;,
/. a z / \ �AND IN EACH CORNER. ��' // �° -� `° \l� (�' ;... �
-��o\�/ c FILL CELL SOLID ATEACHU #4 REBAR. '\�\\\j�%/ �\N� iCE
8 CMU STEMWALL WITH(1)04 @ 48"o.C. / 5 HOOK REBAR 12"INTO UPPER COURSE V' S O
1'-6° ONE STORY- 2 #5 CONT •• No 1
AND IN EACH CORNER o �x i�/\ r s �: %�\/j�///\� j\\j\//\%\� OF BLOCKS AND 6"INTO FOOTING: TWO STORY- 2 #5 CONT. E 50 g
FILL CELL SOLID AT EACH#4 REBAR. �// \// �� /\ \i��\l` _ -
\ 12"INTO SLAB AND 6"INTO
HOOK REBAR
FOOTING. \; i? /./A_ _
- TORY- 2 #5 CONT.
:v ONE .
t'-5" ONE STORY- 3 #5 CONT. ,'-8" TWO STORY (3)#5.CONT,
1'-8" .ONE STORY- 2 #5 CONT. p_g" TWO STORY-(3)#S CONT. I/F1 YD S;81 SPE
- rVIRUS roRY-(3)#5 wIN 1 TION-MONOLITHIC AT GARAGE '.°�UU`C4S S°i
r6" SEC
SECTION—MONOLITHIC WITH BRICK D SECTION STEMWALL EX GARAGE
A SECTION-STEMWALL WITH BRICK Sal NOTA: IF STEMWALL rlEiGi+r EXCEEDS 48 CONTACT a Nhi H)- E\�li `
SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT. ENGINEER FOR ADDITIONAL REQUIREMENTS. "Il.rhyyllertr�"`
ENGINEER FOR ADDITIONAL REQUIREMENTS.
II CONCRETE SLAB
X I I r I g
7
Ii "
a
III %' - -- I
SILL PLATE --
CONCRETE SLAB z ° .- I
9 PLATE CONCRETE SLAB //\�\/\\\N�\/ /\\/ I CONCRETE SLAB m -
V A S. GRAD \�, �J✓\�VAjS� GRADE ? 9
v v
GRADE
GRAD \\ \ � j:r*— ^r �`%A%AA/ (1)#5CONT.
.: //\ 1)#5 CONT.
8"CMU STEMWALL WITH(1)#4 @ 48 O.C, N z n/\j/�VA/ ^////u - V A ° ° V� ADD 8"x 16"CMU TO INSIDE OF
/A A ,/V A A o.. A�\ / V// STEMWALL AT POST LOCATION
/ /�..AND IN EACH CORNER. � � 'tiw// a a° .�°///v�/�/ o�� .�. ��v
FILL CELL SOLID AT EACH#4 REBAR. WITH(1)#4 VERTICAL IN EACH
HOOK REBAR 12'INTO SLAB AND 6"INTO \/ r T/ \\//\�/�\`�j\/\�\tib (AS NOTED) REINFORCEMENT(AS NOTED)
FOOTING. - \Y� Q _
ONE STORY-(2)#S CONT. -. REINFORCEMENT(AS NOTED)
1.8^ ONE STORY-2 #5 CONT: -
1'.y^ TWO STORY-(2)#5 CONT A5 NOTED
1_8Two STORY-(3)#5 CONT. SECTION MONOLITHIC E SECTION PAD FOOTING AT PORCH STEMWALL SECTION PAD FOOTING AT THICKENED EDGE
B SECTION-STEMWALL SD_I NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 9
SD-4 NOTE; IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS. 4 -
•*ALTERNATE MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAILR ON SHEET SD-2)" CLIENT:
BRICK VENEER WITH 1'AIR SPACE .e ELITE HOMES
AND WALL TIES _ STHD14 STRAP NAILED TO 8
CONT.FLASHING PROVIDE WEEP HOLES - — GARAGE DOOR POST RaodEcr
@ 33"O.C. BRICK VENEER WITH 1"AIR SPACE m PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING $ DUPLEX NORTH
GROUT AIRSPACE BELOW FLASHING AND WALL TIES a � DOOR POST.BEND STRAP INTO AS SHOWN
z LL FOOTING As SHOWN. s (DONNER ROAD-ATLANTA
_ CONT.FLASHING;PROVIDE WEEP 20 a — - r JoeNUMeaa COUNT
z
(1)#S CONT. � HOLES@33"O.G
SILL PLATE
FILL JOINT WITH EL4STOMERIC 6 MIN. GROUT AIR SPACE BELOW FLASHING a w� SCALE:
JOINT FILLERg SILL HEIGHT OF CURB VARIES(8-MAX.) N:F - #4 WITH 6"HOOK INTO FOOTING -05 €
ED PLATE DO NOT SCALE THIS DRAM
--= _ CONCRETE SLAB z qp AND BENT 12"MINIMUM INTO < RELEASE OA I E.
GRAD THICKENED EDGE Mi. GRADE -06-18-15 .
CONCRETE SLAB - _ aEwsl Ns
GRAD \ \ \ m
\ 8CMUSTEMWALLWITH(1)#4.@48"0.C: . off. m \\ ° •vs < \ \ _
yew AND IN EACH CORNER. ��/ \. .\/\\� GRADE — /\�\f. DRAVIN BY
` _ \�i . ° ...\�\✓ FILL CELL SOLID ATEACH#4 REBAR:. ` �/�\//\� / �\/i '\/ a ,i\\/�\\ p� a� /�i� - CMF
HOOK REBAR 12 INTO UPPER COURSE 5 / N /\ --_� //
\-5- \ / _ — \/\\/\ y\ %/ %% \% \✓ CHECKED BY: MJB FSS
OF BLOCKS AND 6"INTO FOOTING _ 1 5 ' ONE STORY- 3 #5 CONT. � v, v v vvvv/v�v �vv vvjJiv- _ �1i/v/�/ /�/. -..<vivv/vvv�vr�
STORY-(3)#5 CON T. {{ /�\�„\/ \\+✓\ \'/\/\/\\/��\. # nrLE: .
1'-8". ONE STORY-(2)#5 CONT. 6" IBJ( �'�1//�/f� . :✓' FOUNDATION DETAIL
1 8" TWO STORY-(3)#5 CONT '.
� SHEET 1 of 2
DETAIL-PA51 INSTALLATION (STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC SHEET.
SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK 6D-1 NorE IE srEMWALL HEIGHT ExcEEDs 4s conracr e SQ-1 So-1 NOTE: iF STEMWALL HEIGHT EXCEEDS 46"CONTACT .ENGINEER FOR ADDITIONALREQUIREMENTS
ENGINEER FOR ADDITIONAL REQUIREMENTS.
SHOWER AREA M H
ULSBE-TRV
SHOWER AREA (2)MSTAM36-Z STRAPSMONOLITHIC FOOTING
NAIL EACH STRAP TO CRIPPLE STUDENGINEERING, 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 m P:904.686.2401 F:9042604367
FORM EDGE (OPTIONAL) r w w jhulwng@6ellsouthnet
:PLAN VIEW PLAN VIEW CONCRETE SLAB WALL WITH(8)Y"x 2Y"CONCRETE
Ea SCREWS INTO MASONRY OR A FLORIDA C.A.NUMBP:25846
`€ (8Y.x 1 M'CONCRETE e
\\\ \ \\ $CREWS INTO CONCRETE.
CONCRETE SCREWS SHALL BE € ,!
POWERS"TAPPER"WITH PERMA-SEAL
(1) CONT.
GRAD (1)#5 CONT. FINISH OR EQUAL: 8 % dtitid�m /A/A
6 MIN ///A// 8 CMU STEMWALL WITH(1)#4 @HEIGHT OF CURB VARIES / / STRAPSHALL BE COVERED WITHSILL - _ SILL 1)#4 CONT. - \\�-48"O.C.AND IN EACH CORNER. SIDING OR STUCCO "1PLATE CONCRETE SLAB PLATE HEIGHT OF CURB VARIES(8"MAX.) FILL CELL SOLID AT EACH#4 \,�\�_., Up l, ;
z REBAR.HOOK REBAR 16"INTO NOTE: -
\/\<\\/\\ o GRAD MIN CONCRETE SLAB 6\ \\n�` / FOOTING PORCH BAND 6"INFO \�\�jj�\�/\y,/\ THIS DETAIL MAY BE SUBSTITUTED FOR NSU
/D079
�/ EITHER THE PA51 STRAP(STEMWALL) j 06-1845
GRADOR
(2)#5 CONT, THE STHD14 STRAP(MONOLITHIC) ? ^ L 0.SQ71
STEMWALL WITH{7)#4Q48"0 C.
EACH CORNER. SECTION PORCH STEMWALL R DETAIL EMBEDDED STRAP ALTERNATE US -
FILL CELL SOLID AT EACH#4 REBAR //i�i \,//%,\�y/�\,� ",,,,��NA L ENG
.HOOK REBAR 12"INTO SLAB AND 6"INTO _ \ice jv\� \\//\\ 50.2 NOTE: IF STEMWALL HEIGHT.EXCEEDS 48"CONTACT a ru"Hin.... �""„rm"
6' FOOTING. �. ENGINEER.FOR ADDITIONAL REQUIREMENTS.
T-0" ONE STORY- 2 #5 CONT.
1I$ ONE STORY-(2)#5 CONT, - 1'-4" TWO STORY;-(2)#5 CONT. NOTE: 5 -
1'-8" TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) - a
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT IC LL DAMAGED DURING THE CUTTING WEATHER)pRocess
80.2 NOTE: IF STEMWALL EXCEEDS 48"CONTACT CONCRETE SLAB
(TYPICALLY 1-4 HOURS IN WARM WEATHER) s
ENGINEER FOR ADDITIONAL REQUIREMENTS. - §
FILL CUT WITH 1"DEEP x Y,'WIDE SAW B
\ ELASTOMERIC CUT AT DENOTED a
FILLER LOCATIONS. _ m
GRAD /VA V A/"�1)#5CONT m
SILL CONCRETE SLAB �\ 8^CMU STEMWALL WITH 1 #4
CONCRETE SLAB A � O @ .,
PLATE � '48"o.C.AND IN EACH CORNER.
—'— — 4 0\�� ' \��FILL CELL SOLID AT EA13H#4
`2 ,�" REBAR.HOOK REBAR 16"INTO a
VAJ"�' ' � % % AAS, `� PORCH SLAB AND 6"INTO "s
6" FOOTING. ;n
CONCRETE SLAB
i'-0" (1)#5 CONT 1 8 (2)#5 CONT - a
ONE STORY- 2 #5 CONT �
1'8" TWO STORY (3)#5 CONT , CLIENT-.
SECTION-PORCH STEMWALL WITH BRICK � SECTION-TYPICAL SAW-CUT CONTROL JOINT I ELITE HOMES
H SECTION-INTERIOR BEARING �1 SECTION-THICKENED EDGE GD-z NOTE: IF STEMWALL HEIGHT EXCEEDS as^coNrncT so-z
SD-2 SD2 ENGINEER FOR ADDITIONAL REQUIREMENTS. 9 PROJECT.
DUPLEX NORTH
DONNER ROAD.ATLANTIC BEACH
F
e" JOB NUMBER:15-0737. COUNTY:
DLIVAL
BEARING POST(AS NOTED) TREATED POST _ SCALE: B 1'-0"(U.O.N)
CURB HEIGHT VARIESE
SILL CONCRETE SLAB CONCRETE SLAB ABU POST BASE WITH DO NOT SCALE THISDRAWNO
PAVERS BY OTHERS s^ s RELEASE DATE
GALV ANCHOR EMBEDDED
CONCRETE.SLAB a
CURB HEIGHT VARIES
IT ADHESIVE)
PLATE � 06-18-15
__u_.-- _—
@ REVISIONS:
L
z \/ • TALL,12"SQUARE GROUTED
/,VA -
U OR CAST-IN-PLACE CONCRETE DRAWN BY:
��/iA.�?✓i / a A A ,` -
ON 24"X 24"X 12^PAD ' CMF
�' AtPEIDESTAL
FOOTING WITH(2)#5 EACH WAYCHECKED er
- AS NOTED REINFORCEMENT AS NOTED) 81 (1)#4 CONT 2'-0" MJB/FSS
ONE STORY 2 #5 CONT. TITLE:
1.4. TWO STORY-(3)#5 CONT FOUNDATION DETAILS
J SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING G SECTION-NON-BEARING STEPDOWN D DETAIL-PAD FOOTING AT PAVERS SHEET 2 or 2
sD.2 sD-z m SHEET:
sD-z SD z
J C� D_2
`g
o
HULSBERG
ENGINEERING, 1NC.
ROOF COVERING(BY OTHERS) 11481 OLD ST.AUGUSTINE RD.,SUITE#202
ROOF TRUSSES _ ` JACKSONVILLE,FL.32258
CORNICE DETAIL P:904.886.2401 F:904.260.4367
r(BY OTHERS) w jhulsng@bellsouth.net
DOUBLE PLATE / FLORIDA C.A.NUMBEP725846
NUT WITH 2"x 2"x-1l,"WASHER e
ALTERNATE:SIMPSON LBPS Y SLOTTED I _
WASHER WITH
1"WASHER
i
Ya-0 THREADED ROD X6'OR%RATED SHEATHING,EXPOSURE I SHINGLE ROOF o++,o.
1/
9 " 6 n
z RATED PLYWOOD SHEATHING;EXPOSURE I-TILE ROOF D
e
FASTEN@ D SHEATHING,EXPOSURE I-METAL ROOF xo° 0 ...."
19
SIMPSON%"0x 6"TITEN HD OR SIMPSON%'0 x 6%a'?ITEN HD ROD COUPLER 2x_No.2 SPF OR No.25YP _ /z RATE
OR e THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.13IN 3 Yq' WITH 0,113"x2 X"RING SHANK
_ j'THREADED ROD SET IN ADHESIVE ENDNAILSAT 7RUSS(U.ON.) NAILS 60.C.ON EDGES AND INTERMEDIATE SUPPORTS.
WITH MINIMUM 4 EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1" GYPSUM BOARD S `e • NO 0 J '
` WASHER -
A HER CONNECTOR AT EACH TRUSS -_
WITH
NUT&1 W S - -
' - (SEE TRUSS CONNECTION SCHEDULE) ? a � 06-18-15 -
(2)2x_SYP#2 DOUBLE PLATE(U,O.N.) D SIMPSON P F
� z •"• Lf go.5041
DETAIL
THREADED ROD ASSEMBLY GYPSUM BOARD
R BOLT
s , o
G DETAIL-ANCHO s ° n'qt ENg,,\
Xe'RATED SHEATHING,EXPOSURE I. '"oxxr'V �\x
SD-3 FASTEN WITH 0.131'x 2 X"NAILS(�6"O.C.ON z iarnnwlnania"
EDGES AND ITO.C.ON INTERMEDIATE SUPPORTS. $
(U,0N.J(BLOCK ALL EDGES)
2x_SPF42STUDS@16"O.C.-U.O.N.(SEE WALL LAYOUT)
NUT WITH 1'CUT WASHER
2x_SEE#2 SOLE PLATE(U.O.N.)NAIL TO RIM
ROOF COVERING(BY OTHERS) BOARD WITH 0.131"x 3 YV NAILS @ 6"O.0 s
ROOF TRUSSES - T,2 RATED STURD-I-FLOOR(T&G):SHEATHING
CORNICE DETAIL - GLUED AND NAILED.FASTEN WITH 0.131"x2 Y2"RING
(BR OTHERS) SHANK @ 6.0 C.ON EDGES AND I2'O.C.IN THE
/. FIELD. e
C� FLOOR JOIST(WOIST SHOWN SAWN. a
I �J0151 SIMILAR-SEE SECTION"C'ON
/ SD-4 FOR OPEN WEB TRUSS)
Xs'OR"132 RATED SHEATHING,EXPOSURE I-SHINGLE ROOF e
RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF GYPSUM BOARD
2x_No.2 SPE OR No 2 SYP 19z"RATED SHEATHING,EXPOSURE I-METAL ROOF RIM BOARD
3 X' FASTEN WITH 0.1134 x 2% Yn"TOENAILS
"RING SHANK.
BENDNAILS AT TRUSS 3 N.) NAILS @ 6"O.C,ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH(2)0131"x 3.
SUBFASCIA WITH(2)0 131"x
GYPSUM BO 2 2x_
ARD SYP#2 DOUBLE PLATE(U.O.N.)
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH CLIENT:
0.131"x34NAILS@8°a.c ELITE HOMES
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS REQUIRED
=OR5
HORIZONTALLY FOR STUCCO GYPSUM BOARD APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL i PROJECT.
EPT.THAT 7116"STRUCTURAL 1 RATED OR 15132"RATED SHEATHING MAY BE GYPSUM BOARD DUPLEX NORTH
EE WALL LAYOUT) CH
WALL LAYOUT INSTALLED VERTICALLY. PF#2STUDS 16'O.C-U.O.N.(S 1 ROAD ATLANTIC.BEA ).
N. SEE x s NER
PF#2STUDS 16
Q.c. u.o. 2_ @ DON
2 S @
ATED SHEATHING MAY BE /— —
ALLY.
n JOB NUMBER: COUNTY:
Xs'RATED.SHEATHING,EXPOSUREI. ;.n7717 nIIVAI_
�Xe"RATED SHEATHING,EXPOSURE 1. FASTEN WITH 0.131"x 2 Y2"NAILS @ 6"0.0:ON SCALE:
FASTEN WITH 0.131"x 2 Y"NAILS Cla 6'O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. 1'-Q"(U.O.N.)
EDGES AND I2'O.C.ON INTERMEDIATE SUPPORTS NOTE: (U.O.N J(BLOCK ALL EDGES)
NOTE: (U.O.N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS DO NOT SCALE THIS DRAWING.
SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RELEASE DATE
SHALL BE ANCHORED BY THREADED THREADED ROD ASSEMBLY AT RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT 06-18-16
RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL"C' ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL'C' REVISIONS:
S AS REQUIRED TO THIS SHEET MAINTAIN MAXIMUM 45"O.C,SPACING THIS SHEET)
ANCHOR BOLT. )
MAINTAIN MAXIMUM 48"O.C.SPACING (U.O.N.) - . . 8
(U.O.N.) 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS 2XTREATED SYP#2 SILL PLATE WITH ANCHORS F
(SEE DETAIL"C'THIS SHEET) INSET WALLY"FOR STUCCO SEE DETAIL"C"THIS SHEET) DRAWN BY
INSET WALL X'FOR STUCCO APPLICATIONS ( CMF
APPLICATIONS CHECKED BY: MJBI FSB
IY
SEE FOUNDATION DETAILS a TITLE:
' �-"- —SEE FOUNDATION DETAILS : FRAMING DETAILS
B SECTION•TYPICAL EXTERIOR TWO STORY WALL w SHEET 1 or 3
SECTION TYPICAL EXTERIOR ONE STORY WALL BD-3 = aHEET
A o SQ-3
sD 3
L
r H
�SILLPLATE(BELOW) ULSBERG
2x_CORNER FRAMING FULL
HEIGHT STUDS(TYPICAL) ENGINEERING, INC.
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND 2)ROWS OF 0.131"x 3 Y" 114810LGUSTINF RD SUITE#202
( a JACKSONVILLE,NLE,FL ,SU
BOARD WITH 0.131"x 3Ya"NAILS @ 6"O.C. : NAILS @ 12"O.Q v P:904.886.2401 F:904260 4367
STAGGERED(TYPICAL) w ihulsen9@beusouthnet
BAND BOARD. FLORIDA NUMB :25846
E
2x6 OR 2x8 FRAMED WALL ..
SILL PLATE(BELOW)
2x4 CORNER FRAMING FULL HEIGHT STUDS (�
OPEN WEB TRUSS !,� �\CE/\/� ''��0•
MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED g
.SHEATHING CONTINUOUS FROM BAND BOARD WITH(4)0.131"x 3Ya NAILS TO EACH ADJACENT , a A/01 07ni! .2
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH STUD
EDGE NAILING REQUIREMENTS OF UPPER WALL
ALTERNATE:INSTALL SOLID STUD IN THIS
TOENAIL TRUSS TO PLATE WITH SPACE r.AI]' F
• (2)0,131'x3Y4'NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD
DOUBLE PLATE(U 0 N) WBS PS6,PE
(2)ROWS OF 0.131"x 3 Y "'k °"' ^"•'4' Q30791
2x4 FRAMED WALL NAILS @ 12°o.c. g A,grurroua;uu+,eN '.
SECTION-TYPICAL OPEN WEB FLOOR TRUSS //�j SECTION-TYPICAL FRAMING AT 900 CORNERS
'BD-4 SD-a SD-0
00
NAIL SCAB TO TOP CHORD WITH ..
• .(4)0.131"x 3 k NAILS
ROOF OR FLOOR FRAMING(AS NOTED) — S
ADD 2x4 VERTICAL SCAB IN EACH - e
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED 4
fEXTERIOR
PLIFT CONNECTOR(AS NOTED) " (3)0.131N34' NAILS TYPICALAT -(SEE CONNECTION SCHEDULE)
EACH TRUSS $
x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF
.131"x 3Ya°NAILS AT EACH END SHEARWALL - #
END NAIL OR TOENAIL) SEE
NAIL SCAB TOPLATE WITH(3)b.131N 3'/a"TOENAILS
GYPSUM BOARDTRUSS(AS NOTED)
RUSS BOTTOM CHORD - 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH (2)2xSYP#2 DOUBLE PLATE(U.O.N.)
AIL PORCH SHEATHING AS NOTED 0.131°x3Ya"NAILS@4"O.C.FRAMED WALL DOUBLE PLATE 2x_SPF#2 STUDS@ 16"O.C.-U.O.N.
i (SEE WALL LAYOUT) 4
_ .MINIMUM Vie"RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) m CLIENT:
�1 SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS_ Q SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS ELITE HOMES
sDr soa SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD
'THREADED ROOASSEMBLY(IF NOTED) s m
PLT.
� DUPLEX NORTH
INTERIOR SHEARWALL(IF NOTED)SHALL (DONNER ROAD-ATLANTIC BEACH)
NAIL EACH END OF BLOCKING TO USE%e"RATED SHEATHING FASTENED JOB NUMBER i COUNTY
. 15-0737 1 DUVAL
*EXTERIOR
RUSS(AS NOTED). AS NOTED
BOTTOM CHORDS WITH(3)0.131"x 3Ya" SCALE:
INSTALL 2x4 BLOCKING BETWEEN ' y" =1'-O (U O.N)
t��
TRUSS BOTTOM CHORDS @ 12"O.C: 2x_TREATED SYP#2 SILL PLATE WITH o
x4 SPF NAILER-NAIL TO TOP PLATE WITH ANCHOR(SEE DETAIL"C"ON SHEET SD-3) e DO NOT scaiE THIS DRAWING
131"x.3 Ya NAILS @ 6'0 C. g RELEASE DATE.
BOTTOM CHORD OF TRUSS m .06-18-15
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 2x_SPF#2 SOLE PLATE �.REVISION
WITH 0.131"x 3 Y"NAILS
0.131N 3Y'NAILS @ 8"O.C.-U.O.N. s
AIL PORCH SHEATHING AS NOTED - \ °° I ' °" % oanwN gy
DOUBLE PLATE i FLOOR.BEAM(AS NOTED) w CMF
FRAMED WALL x _ - i
MINIMUM/s"RATED SHEATHING, CHECKED BY:
EXPOSURE I FASTEN AS NOTED _ MJB/FSS
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION s Tme.
FRAMING DETAILS
SECTION EXTERIOR WALL PARALLEL TO TRUSS SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL a
SHEET s°r 3
so 4 sD a THIS SECTION ONLY APPLIES WHEN REFERENCED sor 1 SHEET:
® SD-4
- Hr
END VERT BRACING REQ IREMENTs LAST TRUSS IN ROW REQUIRING BRACING ULSBERG
- NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS
BRITTLEFINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL - ENGINEERING, INC.
RATED ROOF SHEATHING
EACH END TO ADJACENT TRUSS WITH � 11481 OLD ST AUGUSTINE RD.,SUITEp 202
BRACING 161O.C. 24.O.C. 16'0.0 24"0.0 (3)NAILS m JACKSONVILLE,FL.32258
NAIL DIAGONAL BRACE TO INTERMEDIATE $ P:904.886.2401 F:904.2604367
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67' TTO 59" ', WEBS WITH(2)NAILS jhulseng@WlsouN.net
ROOF SHEATHING
2x4 L-BRACE. 54"TO 114" 48"TO 99' 60"TO 145" 60"TO 126" 2x4 SPFNo.2 DIAGONAL BRACE FLORIDA C.A.N B R:25046
ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF €
klas
T0182" 100"T0158"
146"TO 232" 127"TO 201" I BRACE IF REQUIRED CONTINUOUS LATERAL BRACING) .
I TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS
E FINISHES ARE STUC OOR ADHERED VENEER HI INSTALL 2x4 No.2 SYP T-BRACE NAILED WEB WITH.(3)NAILS e:'L�C1S;'•.•t5'
LE FINISHES ARE WOO SIDING,HARDI-PANEL, <� IJ / ` O
�` hI �, EACH PLY OF TRUSS WEB AT 6"O.C.WITH ,� CONTINUOUS LATERAL BRACE(QUANTITY
VENEER,ETC. 0.131"x 3 NAILS TO REPLACE(2)ROWS OF
RATED ROOF SHEATHING -' AND LOCATION DEFINED BY TRUSS SHOP �' m NOS/S 7g =
VERTICAL WEB WITH D TO I �> DRAWING.)
' LATERA INSTALL 2x6 No.2 SYP �,
IJ - T-BRACE NAILED TO EACH PLY OF TRUSS - <�- WEB WITH 0.131"x 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO
0.131"x 3"NAILS @ 6 0 C __` EACH TRUSS WEB WITH(2)NAILS = } IATVERTICAL WEB IN GABLE - --- - ROOF TRUSSES.(BY OTHERS) RlCbla2x�LooKoursnr4soc TRUSS
NOTES; S�j�NAL ti 411
(3)TRUSSES M IMUM 1) .CONTINUOUS LATERAL BRACES SHALL BE 1x4 t- �' NOTE; FOR CONTINU S LATERAL BR CE No 3 SYPOR 2x4 No.2 SPF OR BETTER(U.O.N.) mMMENTs:'O.C. T-BRACING TO BE USED WHEN CONTINUOUS?ABLE) LATERAL BRACING IS IMPRACTICAL. s
2)ALL NAILS SHOWN SHALL BE 0.131"x 3'NAILS
B SECTION TYPICAL T BRACE G DETAIL-TYPICAL LATERAL TRUSS BRACING N)
A .DETAIL-TYPICAL VERTICAL BRACING AT GAB[E.END BD s sDs
(3)OA31N 3X"TOENAILS
E
2x4 SYP BLOCKING BETWEEN 0.131"x 3 Ya"NAILS AT EACH LOOKOUT T0. NUT&3 x 3"x)/4'.WASHER
UT BRACE TO BLOCKING WITH 5
LOOKOUTS 2x4 O EACH @48"O NAILS A O TOP CHORD OF TRUSS. ( ) -
2x41 OKOUTS @ 48"O.C.FOR SEE THREADED ROD ASSEMBLY DETAILS. . a
EXTERIOR SHEATHING SHALL OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH 2x4 BLOCKING 2 -
BE NAILED TO BOTTOM CHORD SP LONG -NAIL
(MATCH BOTTOM CHORD)WITH Y" a
,. OF TRUSS WITH / R00 SHEATHING(AS NOTED) `(3)0.131'x 3'/a"NAILS EACH END REQUIRED BETWEEN SPACERS-NAIL wl(3)0131"x 3' NAILS g
!/ ROOF SHEATHING(AS NOTED) LOOKOUTS s
0.131N 2/1"NAILS @ 6"O.C. _ 2x_BARGE RAFTER BOTTOM CHORD OF GABLE END TRUSS _ e
(U.O.N.ON WALL LAYOUT) — a
BALL ON FRAMED STUDS THREADED ROD ASSEMBLY
(AS OTED) FASCIA(BY OTHERS)
I I Im I SECTION A-A LOOKOUTS 48"0.C.
T TRUSS 2x4 LOO GU
TE NAIL 0
SING E PLA @
� BOT.OM CHORDWITH 0,131"x 3:Y"
`-2x4 LOOKOUT&@48"O.C. FOR OVERHANG 8,
I
NAIL. @6"O.C. I I _ I H2.5A AT EACH LOOKOUT. -
EQUAL AT EACH- H3CLIP OR Q
a
LOOKOUT
II II I II
GABLE END TRUSS(DROP GABLE) x
I I I ROOF SHEATHING(AS NOTED) s
2X6 BRACE SPACED @ 48'O.C. m CLIENT:
II II
TOP CHORD OF GABLE E ELITE HOMES
D DETAIL-BALLOON FRAMED GABLE END LOW CEI ING VAULT I I I I I ON ON ROOF NOTED
F LAYOUT. TRUSS s :
So-sI II II ADD 2x4TBRACE NAILED.@6"O.C. VERTICAL WEB OF GABLE.END s
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y 0 EXTERIOR ROOF PITCH j PROJECT:
I I L
WITH 0131"x2Yz' NAILS IF BRACE TRUSS g DUPLEX NORTH
H2 5A AT EACH LOOKOUT I. LENGTH EXCEEDS g'-O". ' ' DONNER ROAD-ATLANTIC BEACH)_
2x4 LOOKOUTS @ 48"O.C.FOR I I a I I NUT&3x 3"x YaWASHER m JOB NUMBER - couNTv
OVE ANG I \ :=. -
0737 R00 SHEATHING(AS NOTED) - A 12 LONG SCAB
SCALE: Y" =l'-O"(U 0 N.)
2x45 P BLOCKING BETWEEN / (MATCH BOTTOM CHORD) g DO NOT SCALE THIS DRAWING
i\
L00UTS -. WITHY"SPACERS
_ ��.
a.RELEASE DATE
BALLOON FRAMED STUDS m 06-18-15
(AS.N TED) SEE DETAIL'G ON SD 6 >REVlsloes.
DOU LE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE "
TOENAIL BOTTOM CHORD OF .GYPSUM BOARD CEILING END TRUSS
INTE IOR VAULT DRAWN Bv. CMF
TRUSS TO DOUBLE PLATE WITH (2)2x DOUBLE PLATE
EXT E ]OR SHEATHING SHALL BE
NAIL D TO UPPER PLY OF 0.131N 3/4".NAILS @ 8"O.0 THREADED:ROD ASSEMBLY -CHECKED BY
DOW LE PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE - MJB/FSS
0.131'x MY NAILS @ 6"0 C. CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE#2 SYR TITLE:
STUDS 9
TRUSS BRACING AND
(u.o .ON WALL LAYOUT) - GABLE DETAILS
E DETAIL-BALLOON FRAMED GABLE END HIGH CE LING VAULT F SECTION -GABLE END DIAGONAL BRACING rG SECTION-PLATFORM FRAMED GABLE..END f SHEET:
sas INTERIOR CEILING PITCH EXCEEDS Y OF EXTERIOR ROOF PITCH so-s THREADED ROD NOT SHOWN FOR CLARITY sD-s SQ-6
I�
INSTALL SPH_CLIPS AT 32"OC AT DOUBLE HULSBERG
PLATE ENGINEERING, INC.
NOTE:
ATTACH DOUBLE PLATE To STUD PER -- - ALTERNATE:MSTA24 STRAP LOOPED OVER
11481 OLD ST.AUGusTINE RD.,sulrEp202
DETAIL G"ON SD-7 ,- a JACKSONVILLE,FL 32258
DOUBLE PLATE NAILED WITH(6)1Od x 1 Y"NAILS m P:904.886.2401 F:904260.4367
INTO EACH SIDE OF STUD jhulseng@6elisou .net
= TED w
EXTERIOR BEAM AS NOTED)
UPPER LEVEL STUD _ -
UPPER LEVEL STUD � FLORIDA C.A.NU ER.25846
DOUBLE PLATE
CS16 STRAP.(CUT 70 LENGTH)FROM UPPER CS16 STRAP(CUT TO LENGTH)FROM UPPER
"O.C. U.O.N.. TO BELOW 32"O.C. U.O.N.. . -
32 STUD 0 ( )
D TO BEAM BELOW ( ) S @
STU @ REQUIRED TO ? anon n
NOTCH BEAM
AS R O r
,�— ow" a nr
AND NAIL �- D WITH 11. 10d AND NAIL
€ x
NAIL INTO UPPER STUD WITH(11)10d A NAIL INTO UPPER STUD ( )
FIT BENEATH DOUBLE
PLATE
IN
TO.BEAM WITH.11 l0d NAILS. INTO HEADER WITH(11).10d NAILS. 5
{Np
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2x JACKS \ BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE stXG EdV/•.•• ..
AL-U-0
(TYPIC ) / BETWEEN UPPER SILL a/
BEGIN NAILING 1,"MINIMUM TOP OF ( NAILING NOT REQUIRED U
LATE. - 3
m •
� :' No. 7 1
-BEAM CONDITION: 1 . PLATE AND LOWER DOUBLE PLATE. _
BEAM(AS NOTED) (NOTCHED BEAM) FLOOR SYSTEM(AS NOTED) r
3
- BEGIN NAILING 1"MINIMUM BELOW DOUBLE ' �T E OF
A DETAIL UPPER LEVEL STUD OVER BEAM PLATE o o '$'�`A =
SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
DOUBLE PLATE
-- 7AHEAATHING TO DOUBLE PLATE WITH 7397urrinnnnlJnl'ri�"'�
OF 0.131 x 2 Y NAILS @ 6"O.C. LOWER.LEVEL HEADER(AS NOTED) '$r.
MONOLITHIC FOUNDATION•EXTERIOR ATHING ALONG BOTTOM OF HEADER @ 3"O.C. a
F
x 8"TITEN HD SCREW ANCHOR °
or Y'x 6 SCREW ANCHOR BY HURRI-BOLT,INC. DSP CLIPS @ 24"O.C.ORora/9"THREADED ROD SET4Y2'INTOADHESIVE 32"O.C. DETAIL-CONNECTIONOFUPPERLEVEL STUD TO HEADER BELOW I
R BEAM:(AS NOTED) THIS DETAILONLY APPLIES WHEN SPECIFICALLY REFERENCED 2
STEMWALL FOUNDATION•IXTERIOR PLATEVEYz"THREADED ROD SET 7"INTO ADHESI STALLED BENEATH DOUBLE PLATE
INTERIOR APPLICATIONS ARS ON(2)2x_JACKS - I
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL U.O.N.) Metal Connect or Fis aej,n Schedule e
USE MONOLITHIC CONDITION CONDITION: St son ID USP ID U lift et bs Fasteners Anchar a U.O.N:. g
-A35 MPAl nla (12}0.112 1h" ole $
AB1344-Z PAU44-TZ 2200(SYP) 12)0.1fi2'Ix 2h'or(12)o.162 x3K" 98"w!7•embed
(DROPPED BEAM) ASU56-Z PAuss-TZ 2800l" (1))0.162"x 21A or is2•x 3x 99-wn•embea o
DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL EXTERIOR BEAM TO WALL CONNECTION Osp RSF 6 1705(SYP or SEF) "" 148'x le In sae„ena-(22,tmal Na m
B pSP SPT6-2. 1i5(SVP or sPF) (810149'x 1'A'into studs Na
(6)0.148'x 1 K'oto aouble plate 6
SD-7 USP DTB-Tl SIMILAR S0.7 lD72Z ole-11 1835((( PF) (8)v.'x 1W SUS X'w!4'h'em bed(mono)ana "emded lsteml
{ ( ) 68C HC620 _ole (61 o.131.x Iwintogablebrec6 me
jw
(7)0131'x 25 tufo tlpu0le Plate - _
MONOLITHIC FOUNDATION-EXTERIOR H2 5A rl se RT5v1
7 s0o( ) (5)0131'x'Y,'in each end.(t0)total ole
H25T nla use RT7 545{SYP or SPF). (510.131'x 1K'Ip each end-(10)[Ptal Na a
TITEN TO SCREW ANCHOR ALTERNATE ANCHOR: H3 RT3A. 455(SVP) l41.u,i x 21/2'In each end-(9)Leta[ Na
'Hs LFTA0 gso(Srppezo(sPF)
ori"THREADED ROD SET 7"INTO ADHESIVE o.t3r x 2r'in earn ena-ns)total nla
Y"x 6"TITEN HD Ha PTaA - 7as(sve) (sl 0H4e•x 1v'in each end-{1o)mlal Na ?r
ALL FOUNDATION-EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED)' H008 ma.usa uPH08 7s]0(svP)s40s(sl=q (2o1 r'x 3'sos ne"wr,s ambea(sET epoxy ur
STEMW (AS NOTED) WITH 2"xYs"WASHER HDu5 PHDS 5e4s svP)aos5(sPF) (14}v,^x 2h'sos s!e•wn'ambed(modo)and iz embed,(etem
%"THREADED ROD SET 12"INTO ADHESIVE "Houa PHOS 6s7o1svP1502UcsPF (zo cx3°sos 15'embed[SET apoxY oN ) a
H6 CLIP FROM HETA16 H I A Ib 1d9gtsvP) nmol4a"x,X' a'embait 2 CLIENT;
POST TO BEAM HII HTS24 or HTS30 HlHTN24 or HTW301450(SYP)1245(SPF) (10}0.148° 3 neo Wend-(20)�otal n/a ELITE HOMES
INTERIOR APPLICATIONS HTSMts ortlTSM2o _HTWM16orHrnM2o :,,_1?75(sYg) (eP ol4e xs tufo wooa ,-___— nra_.,_
IF EDGE DISTANCE EXCEEDS 5'USE LAP BEAM PLIES AND i.. _._ (41/ x 2Y. Tlte`n into cmu.
" NAIL AS SHOWN-(5) - (4)i'x�_!<'Then ntP concrete
Y X 12"TITEN HD SCREW ANCHOR HTT4 HTT4 42351SYP1 364ofSPF} (18)0 162 x 2'h R8'wl 7'embed(mono}and 12 ambad(sten, PROJECT:
Of�"X8"TITEN HD SCREW ANCHOR 0.131"x 3Ya"NAILS PER PLY Hl HTT5 5000(SYP) 4375fsPF) (26)0162-x 2s va'wm embea(mono)end t26mded!stem >.DUPLEX NORTH
LTP4 MP41F - n!a ,(12)0.131 ih" Nz $ (DONNER ROAD-ATLANTIC BEACH)
I'I Or%"THREADED ROD SET 6"INTO ADHESIVE LSTAia LSTA1s 121d(SPP)111 (SPF) (7)0.149°x3 -n aam end-{ia)tOtal Na _
PT POST(AS NOTED)
,LT512 L1W12 775(SYP)565(SPR (6)0148'x3 in eachend-ry2)toral Na JC"NUMBER: COUNTY' -
D DETAIL TYPICAL HTT5INSTALLATION Hs CLIP FROM POST MSTA24 MSTA24- ilsIcAl 1455(SpF) (8,0145'x3 In each end-(,a,rola) g
MSTAM24 MSTAM24 15W(SYP or SPF) (8)0,148-x 3 into eood Na
SO-7 (USP PHD5 SIMILAR TO BEAM PT POST(AS NOTED) (5)Y.'y v Tien Into Inco ;:: _ _ il• SCALE:
III l61 Y,'x 1Y.'Titan into concrete g 9! =d�-U"(U.O.N.)
EXTABU PO
ERIOR BEAM ST BASE iMSTA20 MSTA30 2050(SYP)1820 SPF (11)0148x3 npais and (22)total Ne DONOT SCALE THIS DRAWING
8'z 3"in escn ane-(26)totel n/s. �$
I M TA36 MSTA36
20W sYPor SPF)) {1370.14
AS NOTED TED wood n!a RELEASE DATE
MONOLITHIC FOUNDATION•EXTERIOR ( ) (AS NOTED) MSTAM36 MsrAM3s 1e7o1svP or sPFI (8) 0.lua x l .nm _.
a"THREADED ROD SET 15"INTO ADHESIVE Y"THREADED ROD fel/'=2� Titen tufa cenu „_ __. _ ...:__- s -
PLAN VIEW AT TOP OF POST 0• 081815
- - - - "— (B)l.'x t� nen rirto canc7ate
WITH NUT SET IN : >REVIsIo"s
STEMWALL FOUNDATION•EXTERIOR MTst2 or MTseo MTW 12 or MTw2o 1oW(sYPl 8`50 SPF) {7)o14e'x3 .n escn end-(1a)mtal Na o
,O ADHESIVE MTSM IB or MTSM2- HTWM 15.or HTAM 20 86o(SYP) (710146'x3 tufo wood nla.
THREADED ROD SET 15"INTO ADHESIVE - (T EMBEDMENT) (4)v x zv Ten mo cMu.
r - (4)/e's 1Y'iten tufo concrete
° IPA51 TA51 388515YP or SPF (21j 0102 x 2'.4'or(2110 162'x 3Y: nfa tubed DRAWN BY: ..GMF
INTERIOR APPLICATIONS- 4 I SPH or SPH8 SPTH4 or SPTHs 6E0(SYP)50,'11 ) (1z)at4e x,x'
IF EDGE DISTANCE EXCEEDS S"USE \ ° '1 ✓ ;asp RSPIC 35o(svP or sp.F) f4)0wa'x 1h'Inm studs, Na . CHECKED BY:
I a ° _. _. (3)0.148•x 1 kinto double plate MJB I FSS
THREADED ROD SET 8 INTO ADHESIVE \ { a ISTHDI4 s 1AU14 44361svP or SPF{ (3e)014a x s s. ta'embed g TITLE
METAL CONNECTOR
NoteoSIDE VIEW AT BASE OF POST All connectors are manufactured by Simpson strong-Tie or LISP strut rel connectors lu o N) m DETAILS
w
2 SVP Sau[M1ern Pine SPF SPrac P n.Fir :_-- _._--_. ---"" ------ ----- ---
D DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL TYPICAL CONNECTIONS ATEXTERIOR POST ;MpnP mpnohth Cpn a Slam ma my stgri or bond beam 2 SHEET:
tl led diameters and embedment depths
'refers CO[nreatlea anchOmwnh W. . R -
4.Anchorage D
SD-7 (USP PHD6 SIMILAR) _
TRUSS HULSBERG..
ENGINEERING, INC.
\Nsj 2 NE 11481 OLD ST.AUGUSTINE RD.,SUITE 4202
JACKSONVILLE,FL 32258
P',904.886.2401 F:904.2 0.4367
g jhulse @bellsa .�t
OPTIMAL 22Y° FLOR ACA.NUM E :25846
Ink
®oR /m -
Y gg
® _ i
TRUSS BEARING 0 N -
� /
TYPICALSC-7a-7a OR
EDGE GRAIN
� I "A' ON SD OR
"B"ON SD-7a
SDWC SCREW IS a /
ACCEPTABLE
i s
Y
MAX.
YF -
1 '? s-
TRUSS TO TOP PLATE SHOWN BEARING WALL g
(RAFTER TO TOP PLATE SIMILAR) /'
EDGE GRAIN BEARING CONDITION
i
15
NOTE:
SDWC15600 IMFLOYD S.:SIMPSON,PE
UTILIZE METAL INSTALLATION GUIDE TOOL v FL PE No.50791
PROVIDED BY MANUFACTURER. -. m COMMENTS:
A DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION - TRUSS -
a
SD-7a (TRUSS ALIGNED WITH STUD)
E
E
ONLY CLIPS ARE ALLOWED TRUSS BEARING ON
WITH THISCONDITION
END GRAIN
C
(NO SDWC SCREWS). (EXTENDED VERTICAL) - It
W CREW ISNOT
SDWC S A.
ACCEPTABLE—
EPTABLE
m s ® ®
a
® >®mono BEARING WALL 9
®m
- : g
END GRAIN BEARING CONDITION
S
TRUSS TO TOP PLATE SHOWN D DETAIL-SDWC AT EDGE/END GRAIN CONDITIONS
(RAFTER TO TOP PLATE SIMILAR) S0.7a
1"MIN--+� — I--Yz"MIN
®=DO NOT INSTALL SDWC IN
SDWC15600 HATCHED AREANOTES _ CLIENT: -
ELITE HOMES
B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK
6D-7a (TRUSS OFFSET FROM STUD) INTO THE DOUBLE PLATE(._a°). w PROJECT:
2.. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO § DUPLEX NORTH
A WOOD MEMBER. _ i (DONNER ROAD-ATLANTIC BEACH)
TRUSS(RAFTER SIMILAR) 2 JOBNUMBBR: couNrv:
3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL.
IDUVAI
INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE €i SCALE:
Y2"MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF g =1'-O"(U O.N.)
(WITH.OR WITHOUT A PLATE SPLICE) 3 - s 'oo NOT SCALE THIS oRAwlNc.
RELEASE GATE
4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL - v 06-16-15
;.REVISI NS.
BE USED TO REPLACE MIS-INSTALLED SCREWS ANDIOR SCREW
INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE
INSTALLING CLIPS.
OFFSET Ya'"FROM—II-- oaAwN BY CMF
SPLICEMAYa
' TOP PLATE 5.-ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. -
SPLICE FOR FULL ' BE.IN UPPER a CHECKED BY: MJB/FSS
.VALUES OR LOWER 5 Tore
PLATE a SIMPSON SDWC TRUSS
ANCHOR SYSTEM '
DETAIL-SDWC MINIMUM EDGE DISTANCESHEET: 7a
I,
TRUSS HULSBERG..
ENGINEERING, INC.
\NSj 2 NE 11481 OLD ST.AUGUSTINE RD.,SUITE 4202
JACKSONVILLE,FL 32258
P',904.886.2401 F:904.2 0.4367
g jhulse @bellsa .�t
OPTIMAL 22Y° FLO,I.A CA.NUM E :25846
10*
Znk
® R
om -
Y gg
® _ i RING N -
� TRUSS BEA 0 /
TYPICAL SD-7a OREW EDGE GRAIN
"A"ON SD-7a OR
SDWC SCREW IS
"B"ON SD-7a
ACCEPTABLE.
s
MAX.
i
Y' -
t J
TRUSS TO TOP PLATE SHOWN BEARING WALL s
� /'�. V
�J
RAFTER TO TOP PLATE SIMILAR) /
( EDGE GRAIN BEARING CONDITION ,/
SDWC15600 S.SIM15
NOTE: FLOFL E No.50791 PE
UTILIZE METAL INSTALLATION GUIDE TOOL v FL PE No.50791
PROVIDED BY MANUFACTURER. _. m COMMENTS:
A DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION TRUSS -
a
SD-7a (TRUSS ALIGNED WITH STUD)
E
E
ONLY CLIPS ARE ALLOWED TRUSS BEARING ON
WITH THISCONDITION
END GRAIN
C
(NO SDWC SCREWS). (EXTENDED VERTICAL) - It
W CREW ISNOT
e,�o
SDWC S ➢
ACCEPTABLE—
EPTABLE
m s ® ®
�a
®® BEARING WALL
m g
- END GRAIN BEARING CONDITION ,
A
TRUSS TO TOP PLATE SHOWN D DETAIL-SDWC AT EDGE/END GRAIN CONDITIONS
(RAFTER TO TOP PLATE SIMILAR) S0.7a
1"MIN� — I---Yz"MIN
®=DO NOT INSTALL SDWC IN
SDWC15600 HATCHED AREANOTES , CLIENT: -
ELITE HOMES
B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK
sD-7a (TRUSS OFFSET FROM STUD) INTO THE DOUBLE PLATE(._a°). w PROJECT:
2.. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO § DUPLEX NORTH
A WOOD MEMBER. (DONNER ROAD-ATLANTIC BEACH)
TRUSS(RAFTER SIMILAR) m Joe NUMBER:1. COUNTY:
3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. i.0737 I
num
INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE €i SCALE:
Y"MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF g =1'-O"(U.O.N.)
(WITH.OR WITHOUT A PLATE SPLICE) 3 - s 'Co NOT SCALE THIS ORAwINc.
RELEASE GATE
4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL - v 06-16-15
;.REVISI NS.
BE USED TO REPLACE MIS-INSTALLED SCREWS ANDIOR SCREW
INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE
'INSTALLING CLIPS.
OFFSET Ya'"FROM—I I--
DRAWN BY: CMF
SPLICEMAY a
TOP PLATE 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. -
'° SPLICE FOR FULL PPERMJB FSS
. a CHECKED ev:
BEIN U /
.VALUES OR LOWER 5 TIRE: _
PLATE a SIMPSON SDWC TRUSS
ANCHOR SYSTEM '
DETAIL-SDWC MINIMUM EDGE DISTANCE' ( BREET 7a