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LOT 23, BLOCK 6, PLAT K�10- 1, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT
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BOOK 5, PAGE 69 OF TH9: CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
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CRETE
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LOT 22
L LOT 24
L07 26
91
THE PROPERTY SHOWN HEREON APPEARS TO LINE IN FLOOD
NOTES: ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS
THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP"
LOCATION.
COMMUNITY-PANEL NUMBER 120075 0001 D REVISED APRIL
BEARINGS BASED ON THE EAST LINE OF LOT 23 A�§ BEING
17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL
S06*18'00"E AS PROJECTED FROM BOWERY'S REPL*1T- PLAT
COUNTY, FLORIDA.
BOOK 20, PAGE 22.
NO BUILDING RESIRICTION LINES AS PER PLAT.
Bf-NCHMARK
ELEVATIONS BASED ON NGVD 1929. REFERENCE
IS THE SOUTHEAST CORNER OF A DROP INLET IN -�H E
�H CENTERLINE OF FIFTH STREET AT RESIDENCE No. S-73.
ELEVATION 9.14 NGVD 1929. THIS SURVEY WAS MADE FOR THE BENEFIT OF
MITCH HUNT.
TREES SHOWN AS TREE(2) DENOTES A TREE WITH VULTIPLE
it TRUNKS.
"NOT VALID WITHOUT THE SIGNATURE AND THE 144'
DO W. '430 1" P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
fl FLORIDA,LIC._130 OR and MAPPER No. LS 3295
SURVEYOR AND MAPPER.
FLORIDA Lld.'SU�VDYING & MAPPING BUSINESS No. LB 3672
f CHECKED BY: DATE:
BOATWRIGHT LAND SURVEYORS, INC. SEPTE
MBER 15, 2010
DRAWN BY: MCC
-055 ')RIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF
2010 6 1500 ROBERTS D
FILE:
8
ic,&ola 6y&
r �i T R E E T
HUNT RESIDENCE
LOT 23 5th STREET
ATLANTIC BEACH, FLORIDA
iO.05' FIELD) PRE DEVELOPMENT AREAS:
LOT 7,500 S.F.
IMPERVIOUS INCLUDES:
EXISTING DRIVE, WALKS,
TOTAL IMPERVIOUS 750 S.F. = .10
20' B�L
UA DESCRIPTION AREA LOT AREAk
(SQ. FT.) (SQ. FT.)
PROPOSED STORAGE AREA - DRIVE IMPERVIOUS 750 7500
kK C
PERVIOUS 6750 7500 0
EXFILTRATION = 378 S.F. x 2' DEPTH
x 30% = 227 CU. FT. RUNOFi
RETENTION = 378 S.F. x 4" DEPTH x .5 63 CJJ. FT. PRE DEVELOPMENT RUNOFF VOLUME 0.28 x 7,500 S.F. x �9.3 in. 12 in
------- V 1,628 cu. ft.
TOTAL STORAGE 290 CU. FT.
r------- ----------------------
-----------------
L-----------–----------------
r- ---------–--------------
POST DEVELOPMENT AREAS:
LOT 7,500 S.F.
--------------
r-----------–-----------------
BUILDING AREA 2,637 S.F.
DRIVEWAY & WALK 1,110 S.F.
1w
LL
------ 60
Clq TOTAL IMPERVIOUS 3,747 S.F. = .50 %
0)
�llpl� I�111V'4"�r4l V
Cl
DESCRIPTION AREA LOT AREAk
(SQ. FT.) (SQ. FT.)
C
IMPERVIOUS 3747 7500 1
C
FtkVIOUS 3753 7500
L
RUNOF
ol Z99PALhI > NEW HOME, DETACHED
GARAGE AND DRIVEWAY. POST DEVELOPMENT RUNOFF VOLUME 0.60 x 7,50 S.F. N 9.3 in. 12 i
0909PAL",
V 3,488 cu. ft.
C)l 4"PALM
DELTA VOLUME 3,488 - 1,628 1,860 cu. ft.
WERE—
STORMWATER STORAGE REQUIREMENII-S
S
AREA % IMPE
PREDEVELOPMENT 7,500 s.f. 10 %
POST DEVELOPMENT 7,500 s.f. 50 %
-------- --- ---
5' BRL
STORAGE VOLUME REQUIRED:
STORAGE VOLUME PROVIDED:
FIELD) lo"CHER
)0.1 RY
arJ itocWral 5�e plan
SCALE 1'":ft 101-00
op
121 L
18'-9" 4!-3m r-ow Z-00 15'-0"
Ion. 1 V-20 p 7-30 Y-6- 31-60 91-100
PVC BAHAMIAN OBS
SHUTTERS. A6
I 2020L H H
Cb 71
——————--———— ——————
------- -------- 9?�CLG ;t
m TONI N
9 C-4
&D Z. CLOSE 00 11
9'CLG 2666
2668
- 8 OFFICF
0 9'CLG
z
R
TALL
NC TE: BEDROOM TO HAVE-Al
L STONE WINDOW WITH Alk( LEAR BATH #2 CAB
Z
E ESS OPENING OF 5.7 SO- -T,WITH
9CLG
MASTER Ixt
MI IMUM DIMENSIONS OF:?A" IN HEIGHT
co
PORCH A 20"IN WIDTH. 9
9 N ;t
9'PLATE
i ;T
04 L 41-1" 214" 41" 514" L 91-8"
dp
MASTE
;t A'WALr
B E D R
C.4 LI EN
9'CLG
3066
2866 41068
51-9" 6-5n'� Go LAUNDRY
V-0- 9'CLG
N
HALL
9CLG
.12468 1 2868 2868
Z. POCKET f-7—
H 'PROVIDE SOUND INSULATION
MECH
AROUND MECHANICAL CLOSET
#1
04%z
ot 10 NOTE: BEDROOM TO HAVE AT NOTE: BEDROOM TO HAVE AT
- ----- to&-% 2M
%*--4p SOLID LEAST ONE WINDOW WITH A CLEAR LEAST ONE WINMW WITH A CLEAR
-4 EORESS erf!NIN6 5.7 SQ.FT, EGRESS OPENINQ;OF 5.7 SO.FT,Wl'
WI
z CORE
24m IN T MINIMUM DIMENSWONS OF 24'IN HEI
MINIMUM DIMENSIO�S OF HE
NOTE: OVIDE MIRRORED
AND 20m IN WIDTH. AND 20'IN WIDTHI.
WALL11 HIND CABINETS,
ANDNI ORED DOOR.
BEDtkooM
Xx V MITCH BEDROOM #4
TUB CLOSET ' #3
c4 a. -� 1 9.CLQ
MASTER 91 CLG 91 CLG
BATH
9' L
SHOWER N_
_j
C14 ui
cil
c%j ;0 DESK AREA
T7 SEAT
r6"x 37 2040 DH 20401DI
TEMP GLASS 3050rH 2020
ENCLOSURE W/ -------------------
20 TEMP GLASS
NOTE:NEW STAIRS TO HAVE 7.5m RISERS DOOR.
AND 100 TREADS.PROVIDE NOSING OF NOT
Z-10m 21-1 T-W 4'-T L 4-3m 21-V
LESS THAN 314"AND NOT MORE THAN I lbr. 6-V . — I I ,L_
PROVIDE MINIMUM 6W HEADROOM. V-0m 5'-V
CONTINUOUS HANDRAIL TO BE NOT LESS 111-9" 6-51 14!-Om T-T p 131�_-jom
THAN 34w AND NOT GREATER THAN 3r HIGH.
PROVIDE CIRCULAR HANDRAIL MMITH
OUTSIDE DIAMETER OF AT LEAST 1114"
r2 5econJ floor
AND NOT GREATER THAN 2".
SCALE: 1/4"= V-0"
SURFACES UNDER STAIRS
NOTE:ALL WALL AND CEILING
X,
TO HAVE 112"GYPSUM BOARD.
A6
67'-0"
12'-0"
V-10" 1 91-0" V-Sm 2'4w
4'-2" 7-9m 4t.6m -3" T-7 21-T 9--lop.
10 L 1 V-2w 4'-8m 1-6 31
BAHAMIAN OWE
SHUTTERS. I I I -
ON DE Q'
Pvc 305OLH AfflLWHI (2) Q QAAF H 2
LU LLILi LUZ z � tz
11 LLZ
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... .......*..........
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........ 19"Xw
4'-0"
WIN
NOTE: BEDROC*A TO HAVE AT
2880
LEAST ONE WINftW WITH A CLEAl
------ EGRESS OPENING OF 5.7 SQ. FT,V%
LIVING
PANTRY R
W
z i I MINIMUM DIMElftIONS OF 24"IN HE
zt, I-
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z -————— C4 N AND 20
IV PLATE
TABLE
C�l 45m x 92r
EWKET
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F -------------
20"x6(r
co
9
ED
7
36" F
REF I DRINKI uJ
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x
ca SOFA
I REF I TABLE
v- 36"x 84r
36')t 60m
7' 1"7171,
MICRO/
WARM
I or DEN
DRAWE4__j 1VCLG
9
KITCF N CHAIR
IVCLG 30"x
NON VENT
CABRET 17 ---------- GASFP L--- -------
305OrH 1 (2)31r DH (2 DH
L _j
51-6" 6#' 4'-611 V-9-
V-6w 111-3"
18'-8" V-8" 26'-8"
12'-0" 47'4r
fir5t floor
SCALE: 1/4"= I'-0"
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SCALE: Tor=1'
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V-6"RADIUS FAN LIGHT
12 30 YEAR ARCHITECTURAL SHINI%LES OVER
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7/16-OSB SHEATHING(OR PER rENGINEERING)ON
PRE MANUFACTURED ROOF TP%SSES.
....................
...............
CONTINUOUS GALVANIZED EAVAE DRIP
ON CONTINUOUS CROWN ON
..........
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..........
........... ..........
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-0-PIJ TE
HARDI BOARD 1N x 8*TRIM BOAft
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..........
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...........
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.... ......
N
1,
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..............
.......... .......... ..........
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......... ......... .............
TOP OF WINDOW
HARDI BOARD LAP SIDING ON
....... ZIP WALL SHEATHING ON
..................... ..........
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=J
it z z
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...........
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......................
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z z
............-
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IRST FLOOR
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FINISH GRADE t
riort�
SCALE: 1/4" V-0"
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TOP OF WINDOW
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...........
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10'-O"FILATE
.............. .......... .........
.......... ......... ........... DECORATIVE BRACKET
--------------
TOP OF WINDOW ......
HARDI BOARD LAP SIDING ON
ZIP WALL SHEATHING ON
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........................
91
PVC RAILING
60
BRICK VENEER
— -------- OVER ir C.M.U..
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...........
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r2 50ut� olevc-tion
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ATTIC
STORAGE
AREA
7
SPRAYED FOAM INSULATION
SMOOTH FINISH ON
1/2w DRYWALL CEILING
SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES
ON STRUCTURkL MEMBERS AND CONNECTIONS.
1/2"DRYWALL�ON 2*x6m
STUDS @ 16'O.C.
R-19 FIBERGLASS BATT
INSULATION BETWEEN STUDS
LL
0
0
l'-4"DEEP FLOOR TRUSS
(SEE STRUCTURAL)
������S�11MOOTH FINISH ON
114
30 YEAR ARCHIITECTUIRAL SHINGLES QIVER Tyl
CHARLIE WPIOO PEEL AND STICK UNDERLAYMENlr ON
1/2m DRYWALL CEILING 7/16'OSB SHEATHING(OR PER ENGINEERIN%)ON
PRE MANUFACTURED ROOF TRUftES.
SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES
ON STRUCTURAL MEMBERS AND CONNECTIONS.
1/2"DRYWALL ON 2ox6m CONTINUOUS GALVANIZED EAVE-IbRIP
STUDS @ 16-O.C.
ON CONTINUOUS P.T. I-X&ON
CONTINUOUS P.T.Z"x 6"
R-19 FIBERGIJkSS BATT
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U. ZIP WALL SHEATHING ON
0
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0
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cp ON STRUCTURAL MEMBERS AND CONNECTIONS.
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CLEAN,COMPACT,TREATED FILL.
6 MIL VAPOR BARRJER NVERING
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IX REM
4T1 FOR COUDE CON
ii Cny OF A1-T4NT1 BE
SEE PP-RMM 14OR Z
REQUMEMENIS
�J n7ONS.
REV&7WMBy..
foundation pla,
DATE:
IFY&LDIMEMMIONS
FLOW 1AN PRIOR
CTION.
�Y'
Ru EN
A09ONVUL FL
CSffMTE
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F.P%)=W
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4
A
I A i�i1, 1 i i�
IN RAIL NOTES:
Glf*E
ED DESIGN SPECIFICA71ONS:
8. All concrete slabs on grade shall be the thiftness
-The scope of these plans Is limited to the structural requirements of this project. as Indicated or
o
1.
K �t Project has been designed In accordance with the 2007 Fl rida Building Code,
I minimum 6 mil.polyethylene(visqueen)40or barrier.Slabs shall
Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing,
Residential,and the Florida Building Code, Existing Building(as applicable),with th
a
03nd flashing requirements are not addressed in these plans. 6x6 W1.4x1.4 WWF lapped 8"at edges anVj ends In conformancE
2009 supplements. or fibermesh reinforcement shall be used Wilth minimum 2"fiber le
complying with ASTM C1 116(u.o.n.).
i "J 2. lit is the intent of the Engineer of Record(Engineer)that this work be performed in
DESIGN CRITERIA:
nformance with all requirements of the authorities having jurisdiction over this type
(co
9. Slabs on grade shall bear on structural fill VhIch shall be clean se
(of construction and occupancy.
-05
Wind Design Method ASCE 7 (Enclosed Structure)
other deleterious material.Structural fill sh*II be compacted to a c
Basic Wind Speed: 120 mph
-The contractor Is responsible for the means and methods of construction. It is th
a 95%of the Modified Proctor Maximum DrYf bensity(ASTM D1 551
3.
Building Category: 11
(contractoes sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab Is placed.
Wind Importance Factor: 1.0
m nent parts during
Lbracing as to Insure the safety of the building and Its co po
re: C (Opening protection required)
Wind Exposu
(construction. 10. Footings may bear upon undisturbed SOII 0Jr upon structural fill. S
Buflding Classification: Residential compacted to a density of at least 95%Of tthe Modified Proctor M4
Building Type: Type V Construction
(ASTM D1 557)for a depth of at least two f*et(7-0")below the bc
Wind-Bome Debris: Located In the wind-borne debris region 4. -The contractor shall verify all conditions and dimensions at the job site prior to
(commencing work.
Unless otherwise noted,project site considerations shall be the responsibility of the 11. The following minimum concrete cover sheAll be provided fbr rel
5. -The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3" Concrete cast against and Perrnf%nently exposed to ear
owner and/or contractor. Examples of such items Include,but shall not be limited to,
ates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or wQj-aftr
determination of grade elevations,drainage features,and special requirements
rrequired to attach and accommodate other work. 1 Y2'Concrete not exposed to earth Pfrweather
associated with FEMA flood hazard and/or DEP zones.
12. All continuous reinforcing steel in concret%thall be lap-spliced wi
6. �All details and sections shown on the structural drawings are Intended to be typical
DESIGN DEAD LOADS:
And shall be construed to apply to any similar situation elsewhere in the work except
minimum lengths:
#4 bars: 21"minimum
Where Indicated otherwise.
Floors:
#5 bars: 26"minimum
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or r #6 bars: 32"minimum
7. fRefer to the structural drawings for all structural details and sections. The contracto
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor
shall contact the Engineer for clarification in cases of conflict between the structural
covering is assumed to te carpet,vinyl,wood or ceramic tile. The Engineer shall be
(drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent arOJund comers or comer
notified If the floor coverings differ from the noted assumptions
iJ
R
Ala 8. Ilt Is the ownees and/or contractoes responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairfs,bolsters,etc.,neces
Roofs:
(on exposed concrete
-The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.Support Items which bearr
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless stfeel.
:1 Concrete or Clay'nie: 15 psf
oted assumptions. All requirements for site preparation and soil compaction
rn
Refer to Architectural Plans for Roof Covering System
spech
led in the soils report shall be followed unless more stringent requirements are MASONRY:
specified in these plans.
DESIGN LIVE LOADS:
General:
MI Floors: C61INCRETE:
I. All masonry work shall be in accordance wilth"Building Code RK
it
Exterior Balconies: 60 psf
ry
All concrete work shall be In accordance with"Building Code Requirements for Masonry Structures,"ACI 530-05,and SI)ftifications;for Mason
40 psf
Exterior Decks:
530.1-05
Structural Concrete,"ACI 318-05,and"Specification for Structural Concrete,"ACI 301.
Stairs: 40 psf(or 300 lb point load)
Garages: 60 psf(or 2000 lb point load)
2. Grout shall conform to ASTM C476 with mirnimum 28 day compre
2. All concrete shall have the following minimum compressive strength at 28 days:
t All Other Areas: 40 psf 2000 psi per ASTM C1019.Grout shall be!rtnixed to provide a slui
Slabs on grade,footings,and misc.concrete: fc=2500ps!
Structural slabs,walls,beams and columns: fc=3000psi
Attics:
Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and bib Type M or S. Type P
Without Storage: 10 psf
in brick veneer.
With Limited Storage: 20 psf
3. (Cement shall conform to"Specification for Portland Cement"(ASTM C1 50)
With Storage: 30 psf(fixed stair access)
4. The contractor shall be responsible for the.-(design and installatlor
Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33)
Roofs: 4.
Concrete Masonry(CMU):
Less than 4J2 pitch: 20 psf
M
5. �Water shall be clean and free of injurious amounts of oil,adds,alkalis,salts,organic
4:12 pitch or grealer 16 psf
nt. Concrete masonry units(CMU)shall be A.%TM C90-75,Hollow U
paterial or other substances that are deleterious to concrete or steel reinforceme
Masonry Units,Type 1,Grade N-1,normaipwalght,with a minimui
UN DEFLEC71ON CRITERhk:
6 Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted strength of 1900 psi(f m=1 500 psi).
on the
Detailing of
"'A ctural drawings.All reinforcing details shall conform to"Details and
Walls:
Reinforcement,"ACI 315,unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry/�shall be lap-spliced W
Brittle Finish(wind load): U240
minimum lengths:
Arawings.
. .. ....... Flexible Finish(wilnd load):U120 #4 bars: 20"minimum
#5 bars: 25"minimum
Floors: Tolerances for foundation and slab alignment as well as placement of reinforcement
7.
Live Load: U480 bars: 30"minimum
shall be in accordance with"Standard Tolerances for Concrete Construction and #6
Total Load: L/240
plate.
�Materlals,"ACI 117. Footing or slab edges may be up to 1/2*Inside of the sill
Increased floor stiffness may be required by floor covering manufacturer
3. Grout all cells containing vertical reinforce9hent In 6.0"maximum
T
�n V
Roofs:
4. Provide cleanouts per ACI 530.1-05 In the,[bottom course of mas(
Live Load: U240
height exceeds 6-0".
it
Total Load: U180
5. Beam reinforcement shall be continuous aftross control jointe�
i- , I i 1 1 A
J,
WINDOW,DOOR AND SOFFIT PRIMSURES:
2. Fasten plies of 1 :%4*wide engineered lumber as follows:
Clay Masonry(Brick):
2-ply beams with(3)rows of 0.131"x31/4"nails @ 12"o.c.
1. All window,door and soffit assei
Iblies shall be designei
it
Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Brick,*nd 3-ply beams with(3)rows of 0.1311"1 nails @ 8"1(each side)
pressures indicated below and sli be installed in accc
@ 12"o.c.
Hollow Brick,respectively. Grade SW shall be used. 41 beams with(2)rows of Simpson 6 long SDW screws requirements.
2. Brick venei shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEELi
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall
cation and
Ications for Design and Fabri
openings greater than 16"in either direction,and shall be spaced no more than 36y 1. Structural steel shall conform to AISC Specif
(latest editions).
Erection of Structural Steel for Buildings
o.c.and placed within 12"of the openings.
a.Welded connections., AWS D1.1
'4" WIND PRESSUR"
ASTM A36
4', b.Structural steel shapes,plates: ON WINDOW
not be less In thickness than No.9 gage wire and shifill
Strand wire veneer ties shall
3.
S4bFFITS (psf)
ASTM A53 or A501
he mortarjoint. Sheet metal ties shall not be less thanii[NO- c.Structural steel pipe:
have a hook embedded In t
d. ral steel tubing: ASTM A500
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails.
Adjustable or strand wire veneer ties shall be used at CMU walls. AREA OF OPENING EOGE S RIP(5) It
11 comply with AISC specifications.
fabrications she
2. Ali structural steel connections and
Wos Neg
x4x1/4 shall be used for
4. Unless othe-rwise noted on the plans,a steel angle L4
tiN
3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
0 to 20 sf 0.0
supporting brick veneer over openings. This angle will not be required for arched 0.0
windows where brick Is self-supporting. If the length of the opening exceeds 6-o"'t1hen 20.1 to 50 sf 0.0 0.0
g screws @ IV 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes
the steel angle shall be attached to the wood framing with 3/8"x 3"la 50.1 to 100 sf 0.0 0.0
u.U1
shall not be used. 100.1 to 200 sf
O.C.
200.1 to 5W sf
-tight"oond n-u.o.n.
5. Bolts shall be Installed to the"snug
WOOD FRAMIING: Soffft Des4gn Pressure b.ol 0.01
Base Design Pressure 0.00
5�1 VWn SSIPC Paint
15(red oxide)primer. Prior
1. All wood framing has been designed in accordance with"National Design Spedfie 6. Ali structural steel shall be shop-painted with
V I
PC SP-6"Commerdal Blast Cleaning".
to painting,steelwork shall be cleaned per SS
(N DS)for wood construction,"2005 edition.
!y hr�f,
ra eel
rs exposed to weather or In contact with masonry,concrete or soll 7. SSPC;Paint 36(polyurethane)shall be applied as the final coat to all structu I st
2. All wood membe
shall be treated with an appropriate preservative suitable for the exposure condftkRns. surfaces exposed and visible to the exterior of the structure.
TYPICAL EDGE STRIP
If ACQ treatment Is used on any wood membe -up after installation where required to restore final finish. a 3.6
r,then all nailing shall require 8. Field touch
3.
hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class�P-
1 it
TYPICAL INTERIOR Z(
If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS:
�J
s all be
a rawing sh
rdl,lbir 1. All framing anchors and connectors noted on the structur I d
4. Preliabrici wood trusses shall comply with INDS and"National Design Standa
Metal Plato Connected Wood Truss Construction(ANSI/i 1-i manufactured by Simpson Strong-Tie or Engineer approved equal.
N71"
II be in accordance with ASTM A307 or ASTM
gineer. 2. All anchor bolts and threaded rods she
5. All trusses shall be designed by the Truss Manufacturers registered En
F1554,Grade 36.
shop drawings and design notes with a
6, The Truss Manufacturer shall submit
a exterior or in contact
registered Engineers seal for approval.Design notes shall Include the rated load 3. All metal connectors and hardware which are exposed to th
ci with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
J
capacity of the truss to truss connectors,and the manufacturers license to fabd
pr ASTM Al 53,Class C,or ASTM B695,Class 50.
trusses utilizing the connector system proposed.The contractor shall ap ove
f nd
layout.
fabrication and Installation drawings showing size,shape a
4. Anchor adhesives shall be either Epoxy-Tie SET or Acryi ie AT by Simpson
it
C ons. Holes shall be
t
7. Jobsite handling and erection,including temporary bracing,during installation of Strong-Tie and installed according to the manufacturer's instructi
hall comply with TPI WTCA BCSI 1. cleaned of all debris and brushed out prior to installation of anchor adhesive.
trusses s
8. All prefabdcated wood trusses subjected to uplift conditions shall be securely fastiOned ROOF COVERING:
rs as noted in the Truss
to their supporting walls or beams with metal connecto
responsible for the design and installation of the roof covering
ction Schedule. 1. The contractor shall be
Conne
system.
Tnii
All gable onds shall be balloon framed or braced in accordance with the applici
f 9.
hall comply with ASTM D3161 and be Installed according to the
detail as shown In the structural drawings. 2. Asphalt shingles s
manufacturees requirements.
TTYPICAL EDGE ST
10. The guardrails,handrails,and guard in-fill components(Balusters and Panel FIDS RIP(5
& anc&r 3. Clay and tile roofs shall be Installed per the"Concrete and Clay Roof Tile Installation
if shall be designed by the delegated Engineer. The Product Approval Report E& 3.9
J 1. Manual,"and the manufacturers requirements.
n.
shop drayrings shall be approved by the Engineer of Record prior to construi
d blocking in floor framing at all guardrail and handrail posts. ICAL INTERIOR ZON
Provide joist or soli stalled according
i",AIM,ii��
4. Standin
g seam metal roofs shall comply with ASTM E 1514 and be In
T,
g minimum matl9dal to the manufactures requirements.
Engineered lumber(Li Parallam or Li shall meet the followin
specifications:
installation of all metal flashing
5. The contractor shall be responsible for the design and
LVL or IDarallam LSL
V �,tEi t,2
and valley material.
E=1,900,000 psi E=1,550,000 psi
%k�
Fb=2,600 psi Fb=2,325 psi
Fc=750 psi Fc=800 psi
Fi psi
Fivi psi
If T
..-EDGE DISTANCE MINIMUM AT
40 FASTENERS(TYPICAL)
2w
96"MAXIMUM SPAN
EXTERIOR FINISH
-----------
M3 SHEATHING,--,
FRAMING AT OPENING:----.--
HEADER SHOWN,STUD,
CRIPPLES,OR SILL SIMILAR
WOOD STRUCTURAL PANEL TRIM----
`CORROSION RESISTANT MMMU
Y16"OSB OR'y3e RATED
z
Uj WOOD SCREW BASED
FASTENER(TYPICAL) SHEATHING PANEL CL
THREADED STUD
OR
WQCD STRUCTURAL PANEL Y4'FENDER WASHER(MIN.) .........................
\\\\,�t7-CORROSION RESISTANT
'/16"0SB OR'%2'RATED FASTENER(TYPICAL)
WINDOW UNlT----__
SHFJiTHING PANEL
-y OSB OR 1%2'RATED----___�
SHEATHING PANEL
SECTION - FASTENING OF PANEL TO FF
4E
FASTENER SPACING
PER CHART
41'
NOTE:
PANEL MUST EXTEND PAST WINPOW FAR ENOUGH TO
ALLOW FASTENER INSTALLATION INTO WOOD FRAMING.
ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL
NOTES:
1) FASTENERS SHALL EE INSTALLED ALONG THE TOP&BOTTOM
OR LEFT&RIGHT SIDES OF PANEL.
Wind-Borne Debris Protection Fastening Schedule
2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for Y16"OSB or RATED SHEATHING PMEL
EXCEED 96.
ner type
Faste Fa
4 stoner s cing(inches)
3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS
panel span 2 ft.<panel 4 ft.<panel 16 fL<panel
WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT <2 ft span<4fL span<6fL lspan<8fL
EXCEED96'
#8 wood screw based
jqnchor w/min.2"emb. 16 16 10 8
4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER
llength into wood hming
EACH OPENING AND APPLICABLE FASTENERS.
'Wi'1'4vt"I
#10 wood screw based
5) FASTENERS SHALL BE CORROSION RESISTANT,
ginchor w/min.2"emb
16
n 16 12
6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE 9
itength into wood frami
WOOD FRAMING.
lag screw based
7) fOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS
ginchor w/min.2"emb. 16
SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE
16
"OPENING. liength into wood framing
8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER-
PROOFING CONSIDERATIONS.
ri
j:
9) PROVIDE PROTECTIVECOVERS FOR PERMANENTLY INSTALLED
HARDWARE WHEN
SHUTTER IS NOT IN USE.
0",
9,A!
NOTES:
E DEBRIS PROTECTION RECAARED:
WINDOM WALLS SHALL BE
1) ALL FIRST FLOOR EXTERIOR CONSTRUI
DEBRIIS REGION AND OPENING PROTECTION -U.O.N.
ST*yCrjRE IS LOCATED IN THE WND430M STUDS @ 16"O.C.FOR PLATE4114EIGHT OF JV-1
Tits
IS REQUWEO-MW MITTERS OR WACT RESISTANT"SS"LL BE PROMED FOR AU
KR THE DETAILS ON SW S-ft OR UK
CONSTRUCT 9ARING WALLS SHALL BE
'T.o. QUUEOVP8&" SHUTTERS 2) ALL FIRST FLOOR INTERIOR B!f
'FLORIDA PRODUCT AMMAL".
INM4
ALTERNlIff"""M
SPF No.2 STUDS @ 16-O.C.FQ1FR PLATE HEIGHTS UP TO V
ij�
3) THE FIRST FLOOR EXTERIORAALL FINISH IS*FLEXIBLE*
EER OF ANY VACRIATIONS.
NOTIFY EN
JOISTS MAY BE TRIMMED TO
8 MIN.FOR SLOPE
NOTE:
4E
L BE TREATED
CH EXTERIOR FOIST SH
BASE.STRAP
H 1, 6x6 POST ON ABU66-Z PCO
EXTERIOR POST S#KL BE TREATED
-Z
POST TO POST ABOVE WI (1)MSTA36 (SEP
I! i: POST ON ABUWZ P(bST BASE.STRAP
& (I.I.O.N.)
STW. TYPICAL ALL POSTS TO POST ABOVE%WITH(1)MSTA36-Z
7
SW-3 SW-3
V -3
SEE DETAIL-U-ON SHEET SO
TYPICAL ALL PMTS-(U.O.N.)
D-TAIL-U-
rE
cn
TOENAIL TRUSS BOTTOM CHORD SHEARWA
�j
...........
----�TO WALL WITH 0.131'x 3 Yr NAILS
......... Nc
............. .
@ 8-O.C.
:�i 2LEDGI(4)SIMPSON
0
BE
SDS Y4-x 3 J�SCOEWS @ 24"O-C-(EACH TRU
SW-6
A tbi- w 0 SOLID BUILT-UP SF
'i",IRV!1194
8d
CORNER .......
6"1
CN
ui 01,
(2)2x8 HEADER
ca
--LUS210 HANOR(TYPICAL)
co
-3
_�W
st
8c
3
0
S1
C?
E NOTE:ALL EXrERK
(4)2X6 BUILT-UP -7
SD
fl POST(MIN.)
OODFRA
SIZE
OF HEADER
eo
3�2xl 2 H�WER
(3)2x I=E A�DMER
k,!L2J 2K
QUmq
ul-
OFJACKS
NOTE:
V
ALL WOOD FRAMI
SHALL BE MINIMU
SYP.ALL EXTERK
INSTALLED WITH
(1)KING STUD AT
T
INTERIOR LOAD E
INSTALLED WITH
OTE'
TE
H EXTER R F L E77 D
0 L
)S iS
ST
T
WIT (1) T
TH
LL Po TS_ U
C P!' _ _L
To I
Ex6N A B
POST Po T A :R OST
S i S Y I Z P(?-�
T P VE W'r
EE D LPQ�
a
Tf :A
OTE
E)'TER'O
4 POST ON A2
ST To POST AB
YPIC L
STRO. T 1: L
TSEE DE:TA L U ON��
(1)KING STUD.(U.
WALL LAYOUT-FIRST FLOOR
sr
K
----------IN
31 1
A
7�
NOTES:
1) ALL SECOND FLOOR EXTERIOFR WALLS SHALL BE CONS1
IkEIGHT OF 9-1 U.O.N.
CEILING SHALL BE SHEATHED:
2) ALL SECOND FLOOR INTER10FR 13EARING WALLS SHALLI
USE 1x6 T&G DECKING V/rrH(1)
FASTENER AT EVERY JC IST/TRUSS SPF No.2 STUDS @ 16'0.C.Fft PLATE HEIGHTS UP TO 9
INTO TOUNGE(BLIND NAILING).
NOTE:
3) THE SECOND FLOOR EXTERIft WALL FINISH IS"FLEXII I
CEILING SHALL BE SHEATHED:
USE 1x6 T&G DECKJNG WITH(1)
JALTERNATE SHEATHINC NOTIFY ENGINEER OF ANY VPfALATIONS.
INIMUM Ye SHEATHING, FASTENER AT EVERY JOIST TRUSS
M
FASTEN WITH 6d COM OR BOX NAILS INTO TOUNGE(BLIND NAILING).
AT 6'O.C.ON EDGES AND 12'0.C.IN THE
�V
FIELD. ALTERNATE SHEATli
MINIMUM Ye SHEATHING
NOTE:
FASTEN WITH 6d COM OR BOX NAILS
EACH BALCONY POST SHALL BE TREATED
E
AT 6"O.C.ON EDGES AND 12'0.C.IN TH
4x4 POST STRAPPED TO FRAMING BELOW NOTE:
FIELD.
-Z STRAP.STRAP POST TO
5� "TH MSTA36 EACH BALCONY POST SHkL BE TREATED
4X4 POST STRAPPED TOi ING BELOW
-Z CLIP AT EACH BEAM.
BEAM ABOVE WITH(1)H6 "Am
-Z STRAP
FYPICAL ALL POSTS-(U.O.N.) WITH MSTA36 WTRAP POST TO
t BEAM ABOVE WITH(1)1*4 CLIP AT EACH BEAM.
S (li
TYPICAL ALL POST
co
E
........ ..... SD-7 SHEARM
d c?1
Opol....... TC�14AIL TRUSS BOTTOM CH
V,
NO
TO WALL WITH 0.131-x 3 Y4-NAILS
@�-O.C.
ui
T-
S2
0
SW-6
CL SH
r
cm
c3 .............
.............
8d
. ......... .
7,
6%
ON
TOENAIL TRUSS BOTTOM CHORD
TO WALL wii 0.131"x 3 Y4,NAILS ......... In
............
-O.C. ................. ..........
@ 8 SW-3
SH
S -7
8d
..........
..........
ON
Lu
SH
AT
TOENAIL TRUSS BOTTOM CHORD
NOTE:ALL EXTERIOI
t -x 3 Yr NAILS
TO WALL WITH 0.131
@ O.C.
8
WOOD FRAM
E
p---q
SD-7 SIZE
j�k �l jr, � 1. �- 1, i OF HEADER
gr
LA
QUANTI I T
OFJACKS
NOTE:
ALL WOW FROED
SHALL BE MINIMUM
SYP.ALL EXTERIOR
INSTALLED WITH Mil
-4i'A
(1)KING STUD AT F
ji
INTERIOR LOAD BE)
INSTALLED WITH MI
(1)KING STUD.(Ii
LL LAYOUT-SECOND FLOOR
A
L
j s
NO
T EACH EXTERIOR POST SHALL BE
6x6 POST ON ABU66-Z POST BASE.STRAP
IOST TO BEAM ABOVE WITH(2)H6-Z CUPS.
TYPICAL ALL POSTS-(LI.O.N.)
SEE DETAIL"U"ON SHEETSD-3
it
i,
NOTE'
EACH EXTERIOR POST SHALL BE TREE-
KTED
6X6 POST ON ABU(ra-Z POST BASE.STRAP
t!
)OST TO BEAM ABOVE WITH(2)H6-Z CLIPS. HTT5 �-HTT5
E HOL
DOVM
TYPICAL ALL POSTS-(LI.O.N.) //�HOLDOWN HOLDOWN
rAIL"U"ON SHEET SD-7
SEE DE
:50-
OP
HDQ8
E
. ...... HOLDOWN SD-7
HHDQ11
---k' 4,11
It
HOLDOVM
HHDQ11
HOLDOWN
P'T
...33
vi
HDM
HOLDOWN
E
Tj
D-7
HHDO1 1
HOLDOWN-1
E
�'A 1 SD-7
HOLDOWN
K:;:4
�U"2V;-
THREADED
I w
awl OD LEGEND:
Ye TtHREADED D FROM FOU
PLAATtE.
"TtHREADED ROD FROM FOU
DOWbLE PLATE.
it
c3 HOLLbOWN(AS NOTED)INSTAL
H041boWN(AS NOTED)INSTAL
0 ROD TO HOLDO'
MI)VM%
L
UBLE PLATE ABOVE.
H04bowN(AS NOTED)INSTAL
M1fq
;I T tUM 0 ROD TO HOLDO'
P
TO PER FLOOR DOUBLE PU
N
ST
E
i_j C
U
S
j](U. N-j
WE
IIE-DOWN LAYOUT-FIRST FLOOR
9p
t
TRUSS CONNECTORS
TRUSS ID LEFT INTERMED RIGHT
B37 HTS24
HTS24
H46 2)HTS2,
(2)HTS24
0 ,
147 12)HTS24
(2)HTS24
ALL OTHER TRUSSES H8 H8
H8
NOTE:
NOTE:
1)ALL TRUSS CONNECTORS ARE BASED QIN
EACH BALCONY POST SHALL BE TREATED
UPLIFTS COMPUTED BY ENGINEER OF RE%ORD,
(2)HTS24 AT TRUSS 4x4 POST STRAPPED TO FRAMIM BELOW
NOTE:
i Eiiii UPLIFT VALUES IN TRUSS ENGINEERING QJZ)CUMENTS
EACH BALCONY POST SHALL BE TREATED WITH MSTA36-Z STRAP.STRAP POST TO'
4x4 POST STRAPPED TO FRAMING BELOW BEAM ABOVE WITH(2)H6-Z CLIPS.
SHALL BE DISREGARDED.
WITH MSTA36-Z STRAP.STRAP POST TO
TYPICAL ALL POSTS-(U.O.N.)jl
p
BEAM ABOVE WITH(2)WZ CUPS. 2)THE TRUSS LAYOUT AND NUMBERINGWSTEM
TYPICAL ALL POSTS.(U.O.N.) SHOWN SHALL BE USED BY THE TRUSS%NUFACTURER.
DO NOT VARY FROM THIS LAYOUT WITHOWT PRIOR
v
APPROVAL BY THE ENGINEER OF RECOFQ)AND THE
CONTRACTOR.
HKTS24 ATTRUSS
HHDQ4 S24 AT TRUSS
HOLDOWN
3)TRUSS CONNECTORS NOTED SHALL BEONSTALLI
AT SOL PLATE ED
AS LISTED.DO NOT SUBSTITUTE WITHOUT,!r'PRIOR
APPROVAL OF THE ENGINEER OF RECORQ).
HTT5 4) HTS24 HTS30 STRAPS MAY BE INSTALL-ED ON THE
_L -R
HOLDOWN:'
A INTERIOR SIDE OF WALL.
AT SOLE PLATE
SPH6ATTOPPLATE
if
i�li
PH
q HTS24 AT TRUSS
SPH6 AT TOP PLATE
AND CS1(;FROM UPPER
STUD TO HEADER BELOW L)
if; THREADED ROD LEGEND:
L-J
THREADED ROD FROM FOUNDA71C
TO DOUBLE
\-SPH6 AT TOP PLATE
PLATE.
AND CS16 FROM UPPER
STUD TO HEADER BELOW
Ye THREADED ROD FROM FOUNDATK)A TO UPPER FLOOR
DOUBLE PLATE.
lit (2)HTS24 AT TRUSS
HOLDOWN(AS NOTED)INSTALLED AT�%LL PLATE .9
HOLDOWN(AS NOTED)INSTALLED AT-%ILL PLATE
COUPLE
MINIMUM%-0 ROD TO HOLDOWN ANQ�M AND CONTINUE
TO DOUBLE PLATE ABOVE.
HOLDOWN(AS NOTED)INSTALLED AT'%ILL PLATE.COUPLE
0 ROD TO HOLDOWN AN AND CONTINUE
MINIMUM
0
TO UPPER FLOOR DOUBLE
if
T -DOWN L^_YOUT-SECOND FLOOR
IIE
tv
if
V
NOTES:
THREADED ROD MGEND:
(2)2X4 BUILT-UP Ye THREADED RC%FROM FOUNDATION TO D(
rTH2x6SPF N0.2
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED W PLATE
t, POST(MIN.)
STUDS @ 16-O.C.FOR PLATE HEIGHT OF 9-1 U.O.N.
VTHREADED RQQ6 FROM FOUNDATION TO Ul
DOUBLE PLATE.
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WrTH2x4
E DOOR NOTES
-O.C.FOR PLATE HEIGHTS UP TO 9'-1 V-U.O.N. GARAG
SPF N0.2 STUDS @ 16
HOLDOWN(AS N(:bTtED)INSTALLED AT SILL PL
13
1. INSTALL(j)MSTA30 STRAP AT EACH END
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'BRITTLE'(STUCCO)-U.O.N.
OF GARAGE DOOR HEADER.NAIL STRAP HOLDOWN(AS NC&ED)INSTALLED AT SILL P
ENGINEER OF ANY VARIATIONS. INTO HEADER AND CRIPPLES BELOW.
MINIMUM 0 Rm TO HOLDOWN ANCHOR A
TO DOUBLE I
2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPE
NING SEEDETAIL F'ONSD
HOLDOWN(AS NQftED)INSTALLED AT SILL PL
3.,EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM Yr 0 R
0 HOLDOWN ANCHOR AJ
TO UPPER FL
MINIMUM DESIGN PRESSURE OF 24.3 psf MT(UBLE PLATE ABOVE.
§-MARWALL LEGENI
NON-BEARINGWAU
Sm
2)1 -x11 rL
2J 3K
BEARING WALL
L-------M SHEARWALLS;FAST
w 8d COM(0.1 31"x 2 Y2'
6"O.C.ON EDGES Al
ON INTERMEDIATE 1
-3
14 —SW
SHEARWALLS FAST
8d COM(0.1 31'x 2 YY
1. ji
3"O.C.ON EDGES Al
ON INTERMEDIATE 1
SHEATH BOTH SIDE
AT INDICATED SHFJ
TRUSS CONNECTORS
TRUSS ID LEFT INTERMEDIATE RIGHT NOTE:ALILIEXTERIOR WALLS SHALL E
V
HTS24
A20 HTS:24
WOO PFRAMED HEADEF
ALL OTHER TRUSSES H8 H8 H8 SIZE
OF HtsDER
(2) HEADER
HTS24
QUAN#n ANTIT
OF JAk?M OF KING
I m
NOTE:
H175-/ x–HTT5 ALL WOOIb FRAMED LOAD BEARING
HOLDOWN SHALL BFEMNIMUMI(2)2x6 No.2 OR I
HOLDOWN SYP.ALL 59MRIOR HEADERS SHALL
INSTALI-Elb WITH MINIMUM(2)JACKS
(1)KINGS#UD AT EACH
HEADER. ALL
INTERIORk-OAD BEARING HEADERS E
HM4
INSTALLE[b WITH MINIMUM(1)JACK A
TIF4DOWN LAYOUT GARAGE (1)KING MUD.(U.O.N.)
Ll
A
T
T
BRICK VENEER WITH VAIR SPACE
A WALL TIES BRICK VENEER WITH VAIR (1)#5 CONT.
ND
SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE
CONT.FLASHING;PROVIDE WEEP HOLES
SILL PLATE JOINT FILLER HEIGHT OF CURB VARIES(8'�,
CONT.FLASHING;PROVIDE
g 33"O.C. MAX.)
"O.C. CONCRETE SLAB 3 6'MIN.
GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33
SILL PLATE
GROUT AIR SPACE BELOW ;0
10,114� GRADE-I CONCRETE SLAB
SLAB SILL— FLASHING
CONCRETE,
U.
PLATE
0
7,
CONCRETE SLAB GRA
Iki 1)#5 CONT. so CMU STEMWALL WITH(1)#4 4rO.C.
GRAD GRADE-,
AND IN EACH CORNER.
CMU STEMWALL WITH(1)#4 48'O.C.
A
HLL CELL SOLID AT EACH#4 REBAR.
AND IN EACH CORNER
E?2� HOOKREBAR 12"INTO UPPER COURSE
OF BLOCKS AND 6"INTO FOOTING.
FILL CELL SOLID AT EACH#4 REBAP 1�,OM/ IONE STORY-(2)#5 CONT, z
HOOK REBAR 12"INTO SLABAND6"INT0
1,4* TWO STORY-(3)#5 CONT.
FOOTING.
E STORY-(2)#5 CONT,
ONE STORY-(3)#5 CONT.
1'4r ONE STORY-(2)#5 CONT. (3)#5 CONT. z
RY-(3)#5 CONT. TWO STORY-(3)#5 CONT.
TWO STO r 0
MONOLITHIC AT GARAGE
rD SECTION-STEMWALL AT GARAGE SECTION U"
SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK
\,�l NOTE: IF STEMWALL HEIGHT EXCEEDS 4W CONTACT
NOTE: IF STEMWALL,HEIGHT EXCEEDS 41r
CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
z
CONCRETE SLAB
F '
SILL PLATE
LATE
j, A
CONCRETE SLAB
SILL
P
CONCRETE SLAB
REM SLA%
;o GRADE-\
I N 1440 GRA�Ei\ ;t CONC
AS NOTED Nv N
G RAD
z
I; %,Vol 1.
�7 GR�Dl�
REINFORCEMENT(AS NOTED)
u�CMU STEMWALL WITH(1) @ 48"O-C
AND IN EACH CORNER.
0/x/\\
1)#4
J STEMWALL,WITH
FILL CELL SOLID AT EACH#4 FEBAR.
@4rO.C.AND IN EACH CORNER.
HOOK REBAR 12'INTO SLAB AND 6"INTO FILL CELL SOLID AT EACH#4 REBAR.
(AS NOTED) REINFOR F F (AS NOTED))
FOOTING.
HOOK REBAR 12"INTO SLAB AND 6'
ONE STORY-(2)#5 CONT. INTO FOOTING.
.............................
4r NT.
ONE STORY-(2)#5 CONT. (3)#5 CONT. (2)#5 CO
TWO STORY-(3)#6 CONT.
j,4r
I/�E SECTION-PAD FOOTING AT PORCH STEM SECTION-PAD FOOTING AT PORCH THICKTNED EDGE
SECTION-STEMWALL SECTION-MONOLITHIC
NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT
�Dl NOTE: IF STEMWALL HEIGHT EXCEE S48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADD111ONAL REQUIREMENTS.
ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
BRICK VENEER WITH 1"AIR SPACE
AND WALL TIES
STHID14 STRAP tOWLEDTO
CONT.FLASHING;PROVIDE WEEP HOLES
AND GARAGE DOM
BRICK VENEER WITH 1'AIR SPACLE, 'POOST. R
@ 33-O.C. PA51 STRAP NAILED TO GARAGE EMBED STRAP IWTO FOOTING
WALLTIES
GROUT AIRSPACE BELOW FI-ASHING DOOR POST.BEND STRAP INTO AS SHOWN.
on
CONT.FLASHING;PROVIDE WEEF9 U-
0
FOOTING AS SHOWN.
P (1)#5 CONT.
HOLES @ 33-O.C.
z
SILL PLATE—— 7,
FILL JOINT WITH ELASTOMERIC 6'MIN. GROUT AIR SPACE BELOW FLAsHJING co
OINT FILLER w U.
SILL Z 0
HEIGHT OF CURB VARIES(~-)) SCALE
< —#4 WITH 6"HOOK INTO FOOTING - Y,-
PLATE Fn
—CONCRETE SLAB <
AND SENT 12"MINIMUM INTO
DO
GRAD TH
ON TE SLAB THICKENED EDGE.
GRADE RFLEA
8"CMU STEMWALL WITH(1)t4@48'O.C.
E
AND IN EACH CORNER.
FILL CELL SOLID AT EACH#4 REBAR.
HOOK REBAR
1?INTO UPPER COURSE
OF BLOCKS AND 6'INTO FOOTING,
ONE STORY-131#5 CONT.
#5 CONT.
(2)#5 DRAW
ONESTORY
(3)#5 CONT.
TWO STORY
CHEa
DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION(MONOLINIC)
STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK rF
SECTION
��I NOTE. IF STEMWALL HEIGHT EXCEEDS 4r CONTACT
MWALL HEIGHT EXCEEDS 48"CONTACT
NOTE: IF STE ENGINEER FOR ADDIT04AL REQUIREMENTS.
REQUIREMENTS.
ENGINEER FOR ADDITIONAL
(2)MSTAA
SHOWER AREA
............................
MONOLITHIC FOOTING
SHOWER AREA
NAIL EACI
WITH(13)
T MAXIMUM OVERHANG
__-8"CMU STEMWALL
-nom) FASTEN 8
OP
WALL WIT
PLAN Vif-A
CONCRETE SLAB SCREWS
'X1,
PLAN VIEW
(8)y4
SCREWS
>
T
CONCRE
POWERS
(1)#5 cow.
4� RADE—\ FINISH 01
G
(1)#4 CONT. H(I)#4@
8"CMU STEMWALL WIT ---STRAP St
J,
48*0.C.AND IN
6"MIN.
EACH CORNER.
4 NT. SIDING 0
Co
SIU_—� ///;HEIGHT OF CURB VARIES SILL # FILL CELL SOLID AT EACH#4
NUVE:
PLATE CONCRETE SLAB REBAR.HOOK REBAR 116"INTO
PLATE HEI HT OF CURB VARIES WMAX)
PORCH SLAB AND 6"INTO THIS DETAIL MAY I
9 6"MIN.
GRADE- FOOTING.
EITHER THE PA51
CONCRETE SLAB
OR
M
GRADE� 2.)#.5 CONT... THE STHD14 STW
......................
8"CMU STEMWALL WITH(1)#4 48"O.C.
L
AND IN EACH-CORNER.
rR
SECTION-PORCH STEMWALL --P—E—TX - EMBEDDED STI
D
FILL CELL SOLID AT EACH$4 REBAR. \,�D2
\,�2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
HOOK REBAR 17 INTO SLAB AND 6'INTO ENGINEER FOR ADDITIONAL REQUIREMENTS.
7
FOOTING.
ONE STORY.(2)95 CONT.
(3)#5 CONT.
NOTE'
ONE STORY-(2)#5 CONT. I
-CUT CONTRACT#f�jOINTS(i.e.CONTROL J,
SAW
TWO STORY-(3)#5 CONT.
AS SOON AS THE COj*CRETE HAS HARDENED E�
NOT TO BE DAMAGEWDURING THE CUTTING PR(
(TYPICALLY 1-4 HOi IN WARM WEATHER)
SECTION-MONOWITHIC AT EXTERIOR WALL SHOWER
SECTION-STEMWALL AT EXTERIOR WALL SHOWER
CONCRETE SLAB
NOTE: IF STEWWALL HEIGHT EXCEEDS 48 CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
FILL CUT W#TH
ELASTOMEP
%C
FILLIFER
#5 GUN 1.
GRADE-\
CONCRETE SLAB No-t.;mu STEMWALL WITH(1)#4 @
SILL--\ CONCRETE SLAB
,AVO.C.AND IN EACH CORNER.
J PLATE
FILL CELL SOLID AT EACH#4
REBAR.HOOK REBAR 16"INTO
PORCH SLAB AND 6"INTO
F
CONCRETE 84�kB
6'
(2)#5 CONT.
(1)#5 cow.
V 1'4' ONE STORY-(2)#5 C NT.
SECT
1'4r TWO STORY-(3)#5 CONT.
TYPICAL SAW-c
ION-PORCH STEMWALL WITH BRICK rT SECTION
SECTIO
I -THICKENED EDGE
rH N-INTERIOR BEARING SECT
NOTE: IF STEMWALL HEIGHT EXCEEDS 4r CONTACT
ADDITIONAL REQUIREMENTS.
ENGINEER FOR
1\�2
i4l BEARING MST(AS NOTED)
CONCRETE SLAB
CURB H CONCRETE SLAB
EIGHTVARIES
SILL CONCRETE SLAB
Ar
PLATE
CURB HEIGHT VARIES
4j
NVI
6-
-uFmT[A
REINFORCE A NOTED)
AS NOTED
ONE STORY-(2)#5
-TWO STORY-(3)#5 CONT.
SECT
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CTION-INTERIOR BEARING PAD FOOTING
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SECTION-BEARING STEPDOWN
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WIND PRESSURES ON WINDOWS, DOORS &
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20.1 to 50 -35.8
sf 32.9 -42.8 32.9
50.1 to 100 sf 30.8 38.7 30.8 -33.8
-35.8 -32.0
100.1 to 200 sf 29.1 29.1
-32.6 -30.6
200.1 to 500 sf 27.6 27.b
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ELITE HOMES - HUNT RESIDENCE
6
J1,
FL.CERT.#:25846)
TINE UISBERG ENO INC
11481 ST.ALIGLIS
RD.,#202
JACKSONVILLE,FL.
32258
p�
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86-2401
�ER PLC
JEFFREY K.HULSBERG,PE. WILL14M -0
)*S.SIMPSON,
FL.Pt'
Fax(904 ,PE.No
i FL.PE.No:33152� :50791)
E:NTS 11ITLEASE DATE:07-12-11 IDRAWNIN:DJm 9HECKEO BY:wjv
Ju
L
ROOF COVERING(BY OTHERS)
ROOF TRUSSES
-CORNICE DETAIL
(BY OTHERS)
DOUBLE PLATE
NUT WITH 3'x 3'x Y4'WAVHER
Y2
yj
SLOTTED
ALTERNATE:SIM
IPSON=
WASHER WITH 1"CUT
*0 THREADED ROD
8
OR'Y RATED SHEATHING.EXPOSURE I-SHINGLF
-40OF
'Ye RATED PLYWOOD SHEATHING,EXPOSURE I-TILE PMOF
'Ye RATED SHEATHING,EXPOSURE I-METAL ROOF
'X J'� N%-o x 6-Tno HD ROD COUPLER ZL-SYP#2 SUSFASCIA WITH
11 1 �v 11 . SIMPSO FASTEN WITH O.113'x2 Ys'RING SHANK
'i
'x 3 Ye ENDNALS AT TRUSS 'D.C.ON EDGES AND INTERMEDIATE SUPPORft
WITH 1"CUT WASHER (2)0.131 HAILS C 6
H
a GYPSUM BOARD
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE)
SYP#2 DOUBLE PLATE(U.O.N.)
(2)2K-
GYPSUM BOARD
rc
DETAIL-THREADED ROD ASSEMBLY
EXPOSUREL
x 2 X*NALS @ 6'O.C.ON
FASTENWITH0.131
Xe RATED SHEATHING,
EDGES AND i2i"O.C.ON INTERMEDIATE
(U.O.N.)(BLOCK ALL EDGE$)
b-SPF#2 STUDS 0 16-O.C. UTO.N.(SEE WALL LAYOWT)
NUT WITH l"CUT WASHER
2x-SPF#2$OI.E PLATE(U.O.N.)NAIL TO RIM
jy_
BOARD WITH 0.131'x 3 YO NAILS 0 6*0.C.
ROOF COVERING(BY OTHERS)
V RATED STURD4-FLOOR(T&G)SHEATHING GWED
ROOF TRUSSES
CORNICE DETAIL
AND HALED.FASTEN WITH 0.131'x2 X"RINGSHANK
6-O.C.ON EDGES AND 121O.C.IN THE FIELD.
(BY OTHERS)
A
FLOOR JOIST(WOIST
JOIST SIMILAR-SEE SECTION V ON
SD-4 FOR OPEN WEB TRUSS)
41
Xe OR 1%2-RATED SHEATHING,EXPO
j, SURE I L-SHINGLE ROOF GYPSUM BOARD
'Ya"RATED PLYWOOD SHEATHING,EXPOi I-TLE ROOF
'Yu*RATED SHEATHING,EXPOSURE I-MET*'ROOF
2X SYP#2 SUBFA,4CiA WITH -
RIM BOARD
FASTEN WITH 0
.113*x 2%'RING SHANK
0.131'x 3 YVENDNAILSAT TRUSS NAILS @ VO.C.ON EDGE$AND INTERM NAIL JOIST TO PLATE WITH(2)0.131*x 3 Y4*TOENAILS
(2) EDIAWt SUPPORTS-
GYPSUM BOARD (2)2X
_SYP#2 DOUBLE PLATE(U.O.N.)
A
CONNECTOR AT EACH TRUSS
TOENAIL RIM BOARD TO PLATE WITH
(SEE TRUSS CONNECTION SCHEDULE)
0 'x3y C.
.131 4'NAILS @ WO
(2)2x SYP#2 DOUBLE PLATE(i
THREADE
D COUPLING AS REQUIRED
GYPSUM BOARD
A, GYPSUM BOARD
.......2)L -U.O.N.(SEE WIIALL LAYOUT)
k 2)L SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYO�"
SPF#2 STUDS @ IM.C.
�Xe RATED SHEATHING,EXPOSURE IT
Xs"RATED SHEATHING,EXPOSURE 1.
x 2 X*NAILS III M.C.ON
x 2 Y2'NAJLS 9 6"O.C. FASTEN WITH 0.131
FASTEN WITH 0.131 DGES AND 12"O.C.ON INTERMEDIATE SUPPORTS-
SUARTS. E
EDGES AND 12"O.C.ON INTERMEDIATE
(U.O.N.)(BLOCK ALL EDGES)
(U.O.N.)(BLOCK ALL EDGE$)
4 THREADED ROD ASSEMBLY AT
j THREADED ROD ASSEMBLY AT
'C'
NOTED SPACING(SEE DETAIL NOTED SPACING(SEE DETAIL V
THIS SHEET) THIS SHEET)
2k-TREATED SYP#2 SILL PLATE WITH Z(-TREATED SYP#2 SILL PLATE WITH
INSET WALL FOR STUCCO
'x 6'TrrEN HD(OR TITEN HD RO&COUPLER) 'x r TrTEN HD(OR TITEN HD ROD COUPLER
SIMPSON% APPLICATIONS SIMPSON X -4)
WITH 1-CUT WASHER @ 24-O.C. CUT WASHER 0 24-O.C.
WITH I
APPLICATIONS
INSET WALL FOR STUCCO
All
SEE FOUNDATION DETAILS
SEE FOUNDATION DETAILS
TYPICAL EXTERIOR TWO STORY WALL-
SECTION
"*_v,
ILI
WALL SD-3
rA SECTION-TYPICAL EXTERIOR ONE STRY
I T
If
SD-3
S7
R
SILL PLATE(BELOW)
2x—CORNER FRAIANG INILL
HEIGHT STUDS ITYPICAL))
OFO.l3l'x3Y4'-,
—(2)ROWS
NAILS @ ITO.C.
2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND STAGGERED PPICAIL)
BOARD WITH 0.131'x 3 Ye NAILS @ 6*0.C-
BMD BOARD
2x6 OR M FRAMED WALL
SILL PLATE(BELOW)
v
lit 2A CORNER FRAMING%LL HEIGHT STUDS
INIMUM OF(3)20 SLOWS 17 LONG NAILED
OPEN WEB TRUSS
WITH(4)0.131'x 3 X!NNIL'S To EACH ADJACENT
STUD
it
TINUOUS FROM BAND BOARD
j SHEATHING CON
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH ALTERNATE:INSTALL SQkJD STUD IN THIS
SPACE
EDGE NAILING REQUIREMENTS OF UPPER WALL
Q LL HEIGHT STUD
TOENAIL TRUSS TO PLATE WITH _---2x4 CORNER FRAMING Ru
'x3
(2)0.131N3YO NAILS '—(2)ROWS OF 0.131
NAILS @ I ro.c.
DOUBLE PLATE(I.I.O.N.)
ALL
2A FRAMED
JR S ION-TYPICAL FRAMING AT 900 CORNERS
ECT
TYPICAL OPEN WEB FLOOR TRUSS
�c SECTION
f w, i
NAIL SCAB TO TOP CHORD WITH
(4)0.131'x 3 X!NAILS ROOF OR FLOOR FRAMING(A%NOTED)____
—ADD 20 VERTICAL SCAB IN EACH CONNECTOR IF NOTED
t
TRUSS IF NO WEB IS PRESENT (SEE CONNECTION SCHEDUL%
t 'x 3 Y4' NAILS TYPICAL AT
(3)0.131
EACH TRUSS
UPUFT CONNECTOR(AS NOTED)
2X4 X43RACE ACROSS LENGTH OF
2x4 SPF BLOCKING-NAIL WITH(2)
A
SHEARWALL
0.131'x 3y4'NAILS AT EACH END
(END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH(3)
0.131'x 3y4'TOENAILS GYPSUM BOARD,
'7
TRUSS(AS NOTED)
2x—SYP#2 DOUBLE PLAlt(U.O.N.)
—(2)
2x4 BLOCKING BETWEEN TRUSSES
TOENAILED TO DOUBLE PLATE WITH
�TRUSS BOTTOM CHORD
0.131'x 3y4'NAILS @4"O.C.
NAIL PORCH SHEATHING AS NOTED
SPF#2 STUDS@ IIVO.%-.U.O.N.
2x—
DOUBLE PLATE
Jil
(SEE WALL LAYOUT)
\,EXTERIOR FRAMED WALL
it MINIMUMMeRATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES)
PERPENDICULAR --------GYPSUM BOARD --—---
TOTRUSS
L PERPENDICULAR TO TRUSS rG ZECTION-INTERIOR SHEARWALL
SECTION-EXTERIOR WAL
,SECTION ONLY APPLIES THREADED ROD ASSEMBLYA
WHEN REFERENCED (IF NOTED)
4� 4'i:�
INTERIOR SHEARWALL(IF NjbTED)
SHALL
17
USE Yle RATED SHEATHING�IFASTENED
�iW I AS NOTED.
NAIL EACH END OF BLOCKING TO
WITH(3)0.131'x 3 Ye
BOTTOM CHORDS
NG BETWEEN
—INSTALL 2X4 BLOCK! 2x—TREATED SYP#2 SILL FOLATE WITH
/-TRUSS(AS NOTED)
SIMPSON Yex 6'TITEN HD Qk48-0.C.MAX.
TRUSS BOTTOM CHORDS @ 12'O.C.
J4 PF NAILER-NAIL TO TOP PLATE WITH
t, S ZL SPF#2 SOLERPLATE
0.1
x Y -0
31 3 e NAILS @ 6 C. BOTTOM CHORD OF TRUSS
'x 3 A�'I`NAILS
WITH 0.131
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3)
@ 8*0-C.-146I.O.N.
0 'x3Y
131 e NAILS
FLOOR
BEAM(AS NjbTED)
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE
wNimum XeRATED SHEATHING,
EXTERIOR FRAMED WALL RAISED
EXPOSURE I FASTEN AS NOTED SLAB ON GRADE CONDITION
ON WALL LAYOUT(BLOCK ALL EDGES)
'3,
"�j AARRINPANDIOR SHEARWAU
ION-TYPICAL INTERIOR BE
PARALLEL TO TRUSS
SECTION INTERIOR SHEARWALL
IT
S
A
S
t 1"i lt SECTION-EXTERIOR WALL PARALLEL TO TRUSS rH
rE
LY APPLIES WHEN REFERENCED
�SD-4 THIS SECTION ON
'4"
(rYPICAL DOUBLE PLATE SPLJCE)
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE)
(2)bL_SYP#2 DOUBLE PLATE(U.O.N.)NAIL
JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH PLATES WITH 0A31'x 3'NAILS @ rO.C.
4 /-JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER
41INIMUM NAILING OF STAGGERED
WITH 0.131'x 3 X"NAILS 6-O.C.STAGGERED
(16)0.131'x 3'NAILS IN THIS ZONE. ROD ASSEMBLY CENTERED
THREADED
TICAL STUD TO
J� (TYPICAL) STUD TO PLATE NAIL
ON SPLICE IN PLATE OR THREADED ROD
BI-E PLATE TYPICAL FRAM114G AT CHANGE IN
81 MAX. Br"MAX. ASSEMBLY WITHIN 12"ON EACH SIDE OF JACK STUD AM KING NECTION L PLATE HEIGW
JOINt STUD REQUIREMENTS J%am END NAIL
6'MAX
(SEE WALL LAYn
____--r-MSTA36 STRAP CENTERED ON CHANGE IN :20 (2)
PLATEHEIGHT
(3) (4
41
T-1 11
�.rHREADED ROD ASSEMBLY WITHIN �24 (4)
11"OF SPLICE IN LOWER RATE
ALTERNATE IF ROD IS GREATER
I I '\-2x4 BLOCKING BETWEEN STUDS TOENAIL L-200 P (6
:"HAN T FROM SPLICE ADD NAIL EA 4 PLATE TO JACK STUD
OR ENDNAIL EACH END TO ADJACENT
AQL NAILS NOTED 'x3)
MSP AT SPLICE. 3 0.131'x 3 X'NAILS TOENAIL
STUD WITH(3)0.131'x 3 Y4'NAILS ARE 0.131
OR
2K.-SPF#2 STUDS @ i6-O.C.(U.O.N.)
(SEE WALL LAYOUT)
fl -90ER NAUNG REQUIRE
OLE SILL REQ 'D WHERE OPENING
WIDTH EXCEEDS O.N 2x6 (i)NAILS PER PLY
THREADED ROD ASSEMBLY AT
2X8
(4)NAILS PER PLY
NOTED SPACING
JOINT SILL 2)cio) (5)NAILS PER PLY
PIA
2025 (6)NAILS PER PLY
2X_TREATED SYP SILL PLATE
111L I I
(5)NAILS PER PLY
*4LA (6)NAILS PER PLY
j
4"MIN.; sl TYPICAL STUD TO SILL PLATE
mpsoN X-x r TrTEN HD 14'LW
THREADED ROD ASSEMBLY (7)NAILS PER PLY
1?MAX. CONNECTION
(BEYOND)
lg*LV*L (9)NAILS PER PLY
BUILT-UP CORNER POST SIMPSON X'x 6 Y4;MN HD ROD COUPLER BUILT4JP POST(WHEN NOTED ON WALL LAYOUT)
NAIL EACH PLY WITH 0.131"x 3 Ye
TAGGERED
NAILS rO.C.S
Jl; , DETAIL TYPICAL WALL FRAMING CONDITIONS
8'MAX
1177 1
u-
INSTALL MSTA24 ST
INSTALL DSP CLIP gfWD.C. LOOPED OVER DOUI
PLATE.NAIL TO CRII
MAXIMUM SPACING (i(U.O.N.)
EACH SIDE WITH(6)
.131'xIX'NAILS.
Ht---DOUBLE PLATE
-----JACKS AND KING STUDS
STRAP CRIPPLE
TO HEADER NTH
(AS NOTED)
HEADER(AS NOTED)
LSTA18 STRAP
2)�_BLOCKJNG(TYPICAL)
(3)0.131'x 3 Y4'TOENAILS AT EACH END UYPICAL) ------------------
---- ------
rT----T-,--r __rT----T-1 -7 r--- rT---T
7 TI
__��NAIL EACH SILL PLY TO KING STUD
THWIDED
y ROD ASS§MBLY THREADED
ROD ASSEMBLY
WITH 1(3)0.131'x 3 A'NAILS TOENAIL
OR ENDNAIL(TYPICAL) INOTE:
NOTE:
THREADED ROD AIS61111 THREADED ROD A
BEVEL BLOCKING AS REQUIRED FOR MINIMUM I
�:A: N Yf NAIL PENETRATION INTO MAIN FRAMING NOT REQUIRED AT ONZAGE NOT REQUIRED AT
MEMBERS.PPICAL) DOOR OPENINGS#..O.N.)
DOOR OPENINGS
w
(2)2)( t
SILL
SHEATHING MAY CANTILEVER UP TO 7
ANCHOR BOLT AS REQUIRED
ANCHOR BOLT AS
MAXIMUM PAST SUPPORTS.AU WNDOW PT8QUIRED
FLUSH HEADER CONDITION DROPPED HEADER CONDITION
k, ATTACHMENTS MUST BE ANCHORED INTO 2x
ji i
I
MEMBERS.
61,
WITH .1,
"mkE
DETAIL TYPICAL ARCH TOP OPENING N DETAIL DOUBLE PLATE STRAPPING OVER WIDE OPENINGS
1 3
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
14
n
INSTALL SPH_CLIft AT 32-O.C.AT DOUBLE
NOTE: RATE
ATTACH DOUBLE PLATE TO STUD PER
DETAIL'G"ON SD-7 ALTERNATE:MSTAN
STRAP LOWED OVER
DOUBLE PLATE NAI%%wn(6)10d x 1 Y2'NAIL
UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) - D
INTO EACH SIDE OF.
DOUBLE PLATE
UPPER LEVEL STUD)
..........CS16 STRAP(CUT TO LENGTH)FROM UPPER
-tv STUD TO BEAM BELOW @ 370.C.(U.O.N.).
CS16 STRAP(CUT%LENGTH)FROM UPPER
NOTCH BEAM AS REQUIRED TO
NAIL INTO UPPER STUD WITH(11)10d AND NAIL
FIT BENEATH DOUBLE PLATE STUD TO HEADER E@LDW @ 3TO.C.(U.O.N.).
INTO BEAM WITH(11)10d NAILS.
NAIL INTO LIPPER STtUD NTH(11)10d AND NAIL
INTO HEADER WII 1)IN NAILS.
BEGIN NAILING I'MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2K JACKS
...... (TYPICAL-U.Ox) BEGIN NAILING 1*4tAIMUM ABOVE SOLE PLATE
-BEGIN NAILING 1"MINIMUM BELOW TOP OF
NAILING NOT REQUI00-:1)BETWEEN UPPER SILL
BEAM
CONDITION: I
PLATE AND LOWER-ftUBLE PLATE.
(NOTCHED BEAM)
BEAM(AS NOTED)
T
FLOOR SYSTEM(A.%I`*0TED)
BEGIN NAJLING I-MINIMUM BELOW DOUBLE
L CONNECTION OF UPPER LEVEL STUD OVER BEAM
DETAI
PLATE
\,!��7 THIS DETAIL ONLY)PPLIES WHEN SPECIFICALLY REFERENCED
DOUBLE PLATE
r NAIL SHEATHING TO DOUBLE PLATE WITH
J
'x 2 Y'NAILS @ 6-O.C. LOWER LEVEL HEAQfF
A (2)ROWS OF 0.131 2
MONOLITHIC FOUNDATION-EXTERIOR _R(AS NOTED)
'D.C.
NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3
e TITEN HD SCREW ANCHOR
x 8
or Ye x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24'O.C.OR
INTO ADHESIVE
or%"THREADED ROD SET 4 Y2 SPH�_@ 32"O.C.
CONNECTION OF UPPER LEVEL%ZLID TO HEADER EL
DETAIL
EXTERIOR BEAM(AS NOTED)
A t P'l il ;1
STEMWALL FOUNDATION-EXTERIOR THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFE
DOUBLE PLATE _W
_NCED
r INTO ADHESIVE
Y2'THREADED ROD SET
BEAM INSTALLED BENEATH DOUBLE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2K-JACKS
Metal Conn Fastening Schedul
A011 U.O.N.)
IF EDGE DISTANCE EXCEEDS 5" OYPICAL
Sh"pson 10 USP ID UpKft Capacky(111m) Fasitsners
AwAorve(u.0
A35 MPA1 rds (12)0.131"x IIW
USE MONOLITHIC CONDITION rva
CONDITION: 2 ASU44-Z PAL144-TZ 22OD(SYP) (12)0.16T x 2%"or(12)ttp er 3.A-
Sff wif 7'embed
ABLIE6-Z PAWS-TZ 23OD(SYP) (12)0.16T x 216"or(12)
(DROPPED BEAM) _,�Wmr x 316" 5ff wif 7"embed
CS16 RS150 1705(SYP or SPF) (11)0.148'x Tin (22)total We
�la
rve 775(SYP or SPF) T8)UT4 x PAT to
D x 1 0
EXTERIOR BEAM TO WALL CONNECTION
it ,
DETAIL TYPICAL DTT2-Z INSTALLATION rE E7,AIL DT= DTB-TZ 2145(SYP)1835(SPF) (a)% 1w
%*wi 4W embed
08C HC520 rva (5)O.Axi x 1 IX into gablipE,-.-
(USP DM7Z SIMILAR) �7 rva
(7)0.131"x 21W into dou pugs
I-Q.6A We:we RT7 600(SYP) (5)0.131"x 2W in each jg5r--(jo)t0tal
W.5T n1a:use RT7 545(SYP or SPF) (5)0.131'x I W i a
10)U"
MONOLITHIC FOUNDATION EXTERIOR H3 RT3A 455(SYP) (4)0.131'x 2'T in each
4, (8)toi rva
:: I ",-, HS LFTA6 9WSYP)8MSPF) n each -
x 12'TITEN HD SCREW ANCHOR 16 total rva
-(10)total rva
M RM 630(SYP) 0.148"xlWinewh
ALTERNATE ANCHOFt HDOS nfa:use UPHDO 763D(SYP)54WSPF) (20)'/. x 7 SDS
or Ye"THREADED ROD SET 7'INTO ADHESIVE 713"w/15'embed
PHD5 5645(SYP)40MSPF) (14)%"x 21N SCIS
5fir wif 7'embed(n
EXTERIOR BEAM Xf x V TITEN HD wi 2-x Ye'WASHER
HDUS PHDS 6970(SYP)502D(SPF) (20)I/V x 3'SD5 7ff w/15"embed
STEMINALL FOUNDATION EXTERIOR (AS NOTED) 4*embed
FIETA16 Frl`AI6 1810(Syp) (10)O.M"x Iw
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H6 CLIP FROM HMM IS or HTSM2D HTWMISorFITWM20 1175(SYP) (8)0.148"x 3"into wood
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POST TO BEAM
INTERIORAPPLICATIONS- (4)1/4"x 1%"Titen into
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KrTI6 n/a 39WSYP)3400(SPF) (18)0.162"x 2W
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x 12-TITEN HD SCREW ANCHOR W wif 7-wri(ff
FfrT5 n/a 5090(SYP)4375(SPV) .... .a.......
5/8*wif 7'embed
NAILS PER PLY
or Ye"x 8'TITEN HD SCREW ANCHOR G.131*x3Y4 LIP4 MP4F n/a (12)0.131'x I W n1a
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(14)total n1a
PT POST(AS NOTED)
LTS112 LTW12 775(SYP)6WSPF) (6)0.14W x 3"in each (12)tot�n1a
LTS20 15OCKSYP)129qSPF) (10)0.148"x 3' 1/2w/4W embed,
DETAL TYPICAL HTT5 INSTALLATION LT=
rc H6 CLIP FROM POST MSTA24 PASTA24 1840(SYP)1455(SPF) (9)0.148"x Tin
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4"x 1%'Titen into c2q
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EXTERIOR BEAM ABU POST BASE Me n7a
MSTA30 MSTA30 2OWSYP)182D(SPF) (11)0.148*x Tin each _�(22)tt�,
VIA (AS NOTED) 'in I&A We
MSTA36 MSTAW 205D(SYP or SPF) (13)Orl4W8x 3'ln -(26)
MONOLITHIC FOUNDATION EXTERIOR (AS NOTED)
MSTAM36 1870(SYP or SPF) (13)0.148'x Tinto wood;
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CMRj
THREADED ROD SET 15-INTO ADHESIVE %*THREADED ROD x 21W Titen into
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WITH NUT SET IN MSTOW MSTCSS 5WD(SYP or SPF) (38)0.148'
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MTS12 or MTS2D M7W12 or MTVV20 1000(SYP)860(SPF) (7)0.148"x3"in
STEMINALL FOUNDATION-EXTERIOR ADHESIVE �-(14)t'otal rva
NO(SYP)
MTSM16 or MTSM20 (7)0.14W x 3"into wood
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A THREADED ROD SET 15"INTO ADHESIVE (7'EMBEDMENT)
(4)Y."x 2Y."Titen into CA%
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(4)%"x I/.'Titen into c2ff&,t,
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J INTERIOR APPLICATIONS- PA51 TA61 3885(SYP or SPF) (21)0.167 x 21W or(21)
SPH4 or SPHS SPTW or SPTW 13MCSYP)1170(SPF) (12)0.148x I,/ We
SSP 350(SYP or SM (4)0.146'x 114"into stuul.%
IF EDGE DISTANCE EXCEEDS 5"USE Irva
(3)0.148"x I W i�!o dou
THREADED ROD SET 8"INTO ADHESIVE Plate
ISTA014 14430(SYP or SPF) 1(38)0.14W x 3
STHD14
Notes:
SIDE VIEW AT BASE OF POST 1.All ccnneLqon;are mantftatured by Sk"on Strong-Tie or LISP Stnictural Connectors(U.C.N.)
2.SYP SotMvm Pirw,SPF Sprwe-Pine-Fir
7
��D DETAIL TYPICAL HDU8 INSTALLATION rF DEVIL-TYPICAL CONNECTIONS AT EXTERIOR POST 3.Mono monolifte ccnayste�stem masonry sternwall or bond beam
i41,
14 Ancliorap refers to threaded anchors with noted diarnieters and embadment depthe
j Q�7 (USP PHD6 SINUM)
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