HomeMy WebLinkAboutTRUSSVm
Q�J a 0010%
6b'"
4' X 8' COMPOSrTE
CONCRETE SIDING Of
ALUMINUM M TRIM I/
ALUMINUSIDING
WINDOW OPENING
VINYL SIDING AND WOOD=
SIDING OPTIONS SEE PAGE 2
1
MOBILE HOME
(OPnom)
SEE WALL ANCHOR DETAILS
40' -O' MAX. LENGTH
24' OIC FLOOR JOI5T5(TYP.)
FLOOR FRAMING PLAN
SCALE: 114'=11T
T
MIAMI DADE APPROVED HIP TRUSSES 16' 01C
SHINGLE ROOF OR BARREL TILE (See Page 2 fordelab)
OR AD VANTAGE(STEEL) OR ROLL
FORMED ALUMINUM ROOF
Z' X 4' RIDGE BLOCKS
BETWEEN TRUSSES
1' X V ENTERIOR TUFF TRIM
FASCIA W10.0024 ALUMINUM
OR 26 GA STEEL DRIP EDGE
2)2" X 4- TOP PLATE
2-X 4-STUDS @ 16" O.C.
TYP.
PORCH OPTION
(SEE PAGE 21
a5
(2) 2' X 4' TOP PLATE
(2) r XV P.T. DOOR BUCKS
EACH SIDE WHEN GARAGE
DOORINSTAU.EDW I AUN
xeaw £ T4
ENTRY DOOR
(see notes 2, 3, & 4)
(3) 2- X 4' CORNERS
2" X 4' BOTTOM PLATE
?.BUILDING s 40PVCTOAUDWFOR 03, 11-2012
WKI))' WEDGE ANCHOR WIT MIK MOVEMENT TO PLUM OR SQUARE UNRTO HOUSE FENCE, PROPERTY LINE ETC, 1.20-2012
EMDEDMENT WTOSOUO CONCRETE 2 ONCE UNIT IS SQUARE AND THEHIGH SPOTOFTHE GROUND IS ESTABLISHED THE OS-01-2015
SLAB THROUGH Z%4' PLATE BUILDING IS BLOCKED ON THE HIGH SPOTANO LEVELED. THE OTHER ENO OF THE BUILDING
(SEE TABLE T IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THEBURDING W BROUGHT
BOTTOM
1..
see Wall anchor details � X 12' forged
HS-24
Varies&-O-to IT-8-) SIMP712b
2' X 4" BOTTOM PLATE OR E(2
END ELEVATION TWO SILL MOD W! DOOR � conlxete SCALE('=1-byothe4"X4'RUNNERS 12 throughlTRIPLE2'X4' 11�11 �1�5 Codes
UP TO LEVEL, BLOCKED AND SHIMMED.
3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
4. HORPLACEMENTISESTABUSHEDBYTHEWIDTHOFTHEBURDOIG. NOLES ARE
DRILLED THROUGH THE TX4' BOTTOM PLATE WITH A} AUGER BR AND THE EYEBOLTS
FASTENED INTO PLACE THE HOLE IS DUG FOR A 3P EARTH ANCHOR AND BACK FILJFD.TNE
RREMOVED
EYEBOLTANDANCHORAREFASTENEEDATTHA.j'XTBOLTANDNUr.
ON�ETE
5. IF THE UNITIS TO BE ATTACHED TOACO=99S.ABTHEBURDWGISSETONTHE
ins'
CONCRETE SLAB AND SHIMMED IJp TOLEVELAk HOLE IS DRILLED WITHAHAMA4ERDRILL
INTO CONCRETE SLAB I k OFF RIM JOIST. THE EYEBOLT 15 FASTENTHROUGH THEBOTTOM
TA.18 SIMPSON SIRAP
PLATEAND AA-24 SIMPSON CUP IS PLACED OVER THE)-XT BOLT AND NUTIS THEN FASTEN
1EQUNALENTSEE
THROUGH THEEYESOLTANDAN SIMPSON CLIP.
ALLANCHORDETAILS
GENERAL NOTES&SPECIF.ICATIONS FOR AUGER ADHORS
1. Bu mBe ones a Dine rypa Aeyea v
manuhmnrd by Hama Pride o<Brctol, VA Tho evaraBa bdQing Wa'a'&
2' square galy. with
rmlicstl,an (,gOON.
z system to Bmtmd Perbmlb gmde.(bydea4lj lamb andm
2' boll & n
T.brg
wApner4.
Anchors
SIMPSON A-24 CLIP
OREQUNALENT
3. span be pared Orouotl Rle bolmm pale and A¢Qi}able
T¢Net Table rJPrm b 2 Ruiner Spadng
sd (B10 R UPLIFT RATING.
SHED W/SKID ATTACHED
ANCHORED TO CONCRETE
SCALE: N.T.S.
—4- X 4- RUNNER TYPICAL
,nl(�I E NEERE T
2" SQUARE WASHER
ALL SHEDS
2'X4'STUDS
W/'NUT
_ADDITIONAL 4"X4'
RUNNER ON 13'-8- WIDE
@ 16' O.C. yp. all
2' X 4•
SHEDS
see wall anchor
BOTTOM
PLATE
�'ONLY
��
725 PSF FLOOR LOAD
[—vades(6'-0-
to 13'-6')
dBMIR
�7' COUPLER IF
16" O!C JOIST SPACING
FL FVATION FOUR SKID
MODEL
NECESSARY
' GLUED J' TONGUE &
FND
•
14EYEBOLT
GROOVE WITH ADDITIONAL
NO WINDOW OR DOOR
0' HURRICANE
4• X 4' CENTER RUNNER
SCALE} =1
ANCHOR
2' X 6" P.T. PLATES FOR SHEDS
OVER IV IN LENGTH
LSTA-18SIMPSON
ANCHOR
STRAP DETAILS
SCALE: N.TS.
3' PLYWOOD T&G FLOORING
/
HURRICA IESIRAP
��
2' X 4' STUD
P.T. FLOOR FRAMING TYP.
Wilo-1Bd NAgSor
oquivalont(ryp.)ell
%91 ' V/L
2'X4'BOTTOM PLATE
$Poi�+rinfumrdliml ,
^'.r..7i�6uitrlOn
2" X 5"
z!/ eY
T&G PLY BOARD
L
2" X 4' BOTTOM PLATE (TYP. ALL
D/ALE
AROUND)
2'Xfi'
PCODEREWEWelndnsnies
OG
SIDERAIL
174833rd Sneer
y
Orlando, Florida 32P.39
WALL ANCHOR DETAILS
Plan Re.9e:.zc vA:g,m E. Neary,m
]CC :5185040
SCALE: N.T.S.
� V000435
RSMI-79.SIAP.51
SHOWN WITH FISCAL PR -ENGI D RUSS
i-RI'0i1159AIWA13 rt (2)2" X 4- TOP PLATE
C A f WINDOW HEADER tSTA-9 CLIP a EQUIVALENT
7 X 4'UNDER HEADER
Tx4' WINDOW SILL
T • 4' BOT UA PLATE ffHS-2.5
' X 4' STUD
'(aao�yW' &4) SIMPSON CLIP
LSTA-ta SIUAPSON CLP/(8) gd NAILS OR SCREWS
on'uivalent(tm),Ifatu equivalent
REEWALLANCIIOR ALTERNATE TRUSS STRAPPING DETAIL
DETAILS Lap` SCALE: N.T.S.
' e
TRUSS SIMPSON—
itTRAP�r y TRUSS STRAP W! R 9d
y71 SIMPSON NAILS OR 9d
1 SIMPSON SCREWS
f/
00. EQUIVALENT
FOR OE WITHOUTFi5CP1 fin: ,
FOR DErmts \S- ;r., ,!f' -.¢i:. TRUSS STRAPPING DETAIL
STRAP or
-o5a3
P.1
SIMPSON HS-24
OR EQUIVALENT
ASPHALT SHINGLE W/ DADE COUNTY
APPROVAL(fasten per mfe. specs.),
PERMA-TILE, ADVANTAGE
PANEL,(26ga- steel)
ROLL FORM ALUMINUM
NAIL 4' OIC EDGES AND W OK FIELD
COVERED Wf300FE3.T
—42) 2- X 4- TOP PLATE
SEE PAGE TO FOR
SIDING OPTIONS
}' THREADED ROD W/ (2)
2' X 2' WASHERS & NUT
IONAL FOR HIGH SET
3TA-18 SIMPSON STRAP
OR EQUIVALENT
SEE STRAP DETAIL
X 2- BOLT W/ (2) 2- FLAT
VASHERS & NUT
/GRAZE
�Ey�scraaERlnna:.'Irrr..F+,^iicra�sr.,^r'u� lu•Irirrra�:���:asa
f0:4i�LBrr7L.'��l>i icL�rtt♦'ieaia¢i/O
t��Td177,Tl�i� t1r_E1�FiS•i�O
t:>♦iD7Z'It��Y41� �iC3piiEgi�
Table 355 Wean Fo=0 Pad SPaauJLL'¢r
QB� on Z000 PSF sag b¢adng lzpady f4000 PSFH "Aral)
1- H¢8ovr or sad aonaaele bloc may be aitadrm on padsfornigh sea Up m 48''ith oaren5a,drg
z ADS pad ro,almd an 11'd'&134- ode bWldbgs only
Tad 4a AnchorSp dna&AnwrTwe Andmrs Fer SIna't Wd¢Slmds
�'�F?I:72[.'7U:il7�!:r7T•!?*s^•.rim+aranrsrne•.�. .lye
I2i� t�57t�...vw6t[Yd .Y'1�rAJ�1(i!��t
ieBia:i!•:7ii7i:1• fLryQYri�i,�l
i4�F1I,:r➢flZ�f �1�8Eriifii
t'ifSI:•➢fER� r I ifti
sxampes: 30' avgvard,ory t' x 3' eryension bol6.
basod onASCE 7-10 fin a Category 1, Endosad Balding 180 MPN.(0 seamdEUs1)
above era eenl¢rlo tsderafarchars.
ter of andlor a(4L Orin � sort comer of sited forsneds iris n k,IPN d9nn9 rmx.
1. ALL SURD W GS FROM 0 So. FT. 720 SO. Fr. ARE EXEMPT FROM WINODORNEA)E1ERI5 IMPACT
STAMOARD PER FLORIDA STATU
z ALL BUIILLD'INGSS FROM
00 SS0p.RF�T.. TIN.- SFOO..FF.
FOR
ryUSE
� WTM ONE
�AANNDATTWTOFAMILY
3. ALLSGONMERCW. Bl11LD�W5G8S ASViF11 AS RESIOE?1r1A 191MIf GS40154p T09 GRFATER
4. AJ18URDWCS4 OSO FT.OR NNRi}f TOWRMIX#fIAREACCESSORUIES TO iS(Fec)
RESIDENTIAL STRUCTURES.
5. SC TITSPLAN WAS DESIGNED PER THE MC. MDR AND THEAE 7-10
6. FASTFNERS FOR ROOF AND WALLS SHALL BE SCOTSQTRUGRIP METALTO WOOD
FASTENERS AND SHALL BE 9-15 X I-OREQUAL W/1-(91M.) THREAD PENEITiATION (TYP.)
T. CUTTERS TO BE INSTALLED ON SITE BYOTHFRS THROUGH LOCALCODSS. J
I hereby certify that I 119ve reviewed viese Plans Song W117 all material and
Components used in the manufacturing of the sheds. The nmterials and
Components either have a Florida Product Appmval as required by the Florida .
Commission Building Rule(gN-3) or were analyzed using the Vultktresq Dess'I'n.._.
All material and components Comply with the 2014 Flodda BylTing Code- the - � _
Flodda Manufactured Building Act and Rules, and the 2011 N.E.C-Iroly
1:-Enclosed Building Building, Exposura "C with a Vmd VeIi0* DIjH M.ph.
(3 second gust) _ WINDLOADS
FDESIGN
ryEPRESSURE
pSF
OPT. FLOOR I�ADp1725 PSF
)ESIGN CRITERIA FLOORDEAOLOAD SPSF
UILOING CATEGORY 1 ROOF LIVE LOAD 20 PSF
:ONSIRUGTGN TYPE VB ROOF DEAD LOAD 5 PSF -
JffOSU •n IWERNALPRESSURECOEFFICIENT•'.)-0.1a r
0
O
n U
�:Z W
O
0mm m
win og[c
o>Z4E
O$Q"a
2D.0-
W v'. z N
--NO
n0
NQTSHOWN SIDEELEVATION
scale: I- = 1*-V
OR NO LYSPECTION WILL HE IL
ALL
ALLMETALe XES
PSI APPROVAL 2015-06-23
MIAMf DADE APPROVED
SHINGLE ROOF OR BARRELTILE/STEEL
OR ROLL FORMED ALUMINUM ROOF
'll� 4I
I
I
•.. r;�� � I
�III / •/ ;r
II
�I
-•
rr r
•
�'.'Ab93U7d • •
�
PRE -FAR HIP RAFTERS
(4) REQUIRED
4' X 4' BEAM AND
4" X 4" POST
CONNECTED W/
SIMPSON BC4A POST
BRACKETor
EQUIVALENT (SEE
POST CONNECTION
DETAILS)
4' X 4" BEAM
SUPPORTED W/
HIDDEN 2" X 4" JACK
STUD
SHINGLES OR METAL ROOF
OVER 30# FELT AND }'
ROOF SHEATHING
OR I& OSB
ENTRY DOOR
(SEE NOTES:2, 3, E 4)
WOOD PANEL SIDING
FASTENERS FOR ATTACHING SIDING SHALL
BE NO -STAINING BOX, SIDING OR CASING NAILS.
FOR PANELS k THICK OR LESS, USE 6d NAIL AND
8d NAILS FOR THICKER PANELS.
PANEL SIDING APPLIED DIRECTLY TO STUDS,
SPACED IN ACCORDANCE WITH THE SPAN
RATING AND FASTENED WITH 8d GALVANIZED BOX
NAILS OR EQUIVALENT, SPACING 6INCHES ON
CENTER AT INTERMEDIATE STUDS IS AN
ALTERNATIVE TO THE WOOD STRUCTURAL PANEL
SHEATHING CONSTRUCTION SPECIFIED IN THE
CODE FOR WALL BRACING.
VINYL SIDING OPTION
EXTERIOR WALL STRUCTURAL BRACING:
SIDE WALLS / ENO WALLS
BRACING MATERIAL
SIMPLEX THERMO-PLY (STORM -BRACE)
FASTEN WITH 0.120 X 1 J" COILED ROOF NAILS
3" ON CENTER(EDGES) AND 6- ON CENTER
(FIELD)
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND
CONTINUOUSLY FROM TOP OF ROOF RIM MEMBER
TO BOTTOM OF FLOOR JOIST RIM MEMBER WITH.
ALL SHEATHING EDGES EXTENDING j" MINIMUM
OVER T NOMINAL LUMBER OF THE SAME SIZE
AND GRADE AS EXTERIOR WALL FRAMING.
BRACING SHALL BE LOCATED AS CLOSE TO EACH
CORNER OF THE BUILDING AS POSSIBLE AND
AT ENTIRE LENGTH OF BUILDING.
4' X 4" P-T. B
4" X 4" RUNNER CONNECTED TO
FLOOR JOISTS WI SIMPSON CONNECT POST TO BEAM----';rascca^Gjonnnhun
HS-24 CUPS or EQUIVALENT W/ SIMPSON BG4A POST BRACKET E:'m`�`f7L8,4001,
4' X 4' POST NOTCH AROUND or EQUIVALENT CODE REVIEW
2' X 6' FLOOR FRAMING FASTEN 4• X 4' P.T. POST Professio::xf Service Industries
WITH SIMPSON A3S or EQUIVALENT 174833N SIM.1
SEE POST CONNECTION DETAILS Orlando, Ronda 32839
( ) 2' X 6' SIDERAIL Plan F.erevsr. William E. Ne2w. III
ICC' 5185940
L T-0-MIN.
1 6.4r MAX
FRONT ELEVATION
OPTIONAL PORCH
SCALE: f' - r
r-10•
HIP TRUSS OETAIL
r r
OPTIONAL ROLL LAP
ALUMINUM ROOF
OPTIONAL ROLL LAP
ALUMINUM SIDING OR
COMPOSITE CONCRETE
SIDING
4" X 4' P.T. RUNNER
ISOMETRIC OPTIONAL SIDING FOR
HIP MODEL SHFDS
Fnt IRS ID mnnFl
SCALE: N.TS.
FASTEN SCHEDULE
son
LA v00040'o FASTENERS NO. 10.142 t-
CONNECT LEFT OVER AREA FL SNI-]9, SST-51 D_ �J HEXHEADWOOO7IIEW/ OEfAlIS2 FASTENERS NO. 10X1
OF POST TO 2' X 6' SIDE RAIL dun e� EPOM WAS MASTER -RIB WODOBINOER WIEPOR
WITH (2) SIMPSON A-35 CUP P.T. DECKING �ASHERS
or EQUIVALENT -
2' X 6' FRAMING ffASC4A
4' X 4• P.T. POST NOTCHED SCREEN FASTENERS - EAVR RIDGES, ENDWALL
AREA AROUND 2' X 6' RIDGE'
FRAMING SCREW /sTE�ERS-IN mwTESUPPORrs
p e
BOTTOM VIEW POST POST CONNECTION
OR CONNECTION UNDER PORCH DETAILS SHED DESIGN LOAD REQUIREMENTS FOR THE
SCAtej•= 1%w SGALE:p =1'-0' 7mA m nDInA RI IN nlMf- f:nnr
M,Tek CONNECTOR PLATER
I hereby certify that I have reviewed these plans along With all building materials and
UIVA CONNECTOR plA1FS
OR EQUIVALENT
OR FAUIVALENT
components used in the manufact rin of the shed. The materials and components either
PD 9 PO
MISI2SIMPSON STRAP
MTS-120MPSON STRAP
have a Florida Product Approval as required by the Florida building Commission Rule(9N-3)
OR EQUNALENr -
or Were analyzed using the Vult Stness Design. All materials and Components comply With
DOUBLE 2•x4•TOP PLATE
OOLISLE rX 41TOP PLATE
the 2014 Florida Building Cade, the Florida Manufactured Building Act and Rules, and
HIP RAFTER
scAIF:7J'=ra
3-XSM7ck CONNECTOR
the 2011 N.E.C. fora Cat 1: Enclosedbuildi
Category ng, EXposure'C", vrithawind velocity of
180 M.P.H.(3 second gust)
-PLATES BOTH SIDES. ALL JO
W WD LOADS
DESIGNPRESSURE
92 P.T.r X4'
2'X 4- CONSTRUCTION
FLOOR LIVE LOAD 75 PSF
OPT.FLOORLOAD 125PSF - --
FRAMNG(fYPJ
FLOOR DEAD LOAD 8 PSF
REMOVE I2(• OF L2 P.T.
1217X V.1-ROUGH
4`ALUMINUM LAP BIDING ON
ROOFLNELOAD 2u PSF
SPSF_
r %4'BOTTOMPIATE
OPENING
FRONT, ALUMINUM DOOR SION
INTERNAL =t40.18
DESIGN CRITERIA INTERNAL PRESSURE COEFFICI ,
ON BACK
BUILDING CATEGORY 1 '
ONSTRUCTIONTYPE Va
EXPOSURE - C'
oil
16-TO2T OPTIONAL WOOD FRAME
-DR (' �uati
Of1
VINDVELOCRY /Ba MPN.
MEAN HEIGHT BA3 FIL /
TR BUILDING TYPE ACCESSCRYSUC URE
�'a: N.T.S.
LLOWABLE I OF FLOORS I
12'HYDROVENT
DETAILS
FIRE RATING K!A
SCALE 1• = 1--0'
NCLOSED CLISSIFICATtDN ENCLOSED _ _A Claeul, Jr, P
a,-R2012
D}2620/2
0641-MI5
Of -
OJ
= O
O
02 N
a0 N
QO
z¢ m
Oa m
a=
O
r �
LU
Q�w
—�0=
CC
O :O
_ >
— rr
F- U CL
_aWo cq
enZ
amga
N
"Ol
LU
t-
= N
N m
13 Q
Q O_
K0
1n O
(7
z 0
LL
NO
>0
Z
W JO
3
m
N