HomeMy WebLinkAboutSite PlansSETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC,
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
5. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2` HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"z5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO COINCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-43"
13'-8"
280
S-C
240
S-'
10'-0"
200
S-e
8.-0,N
160
3'-c
120
31-T
TABLE 2
SKID RUNNER SPACING'
SHED WIDTH
X1
X2
X3
13'-8"
1'-1aj'
1'-10j"
II'-8"
2'-8`
6'-4"
-
10'-0"
V-7"
6'-10"
-
8'-0"
0'-9'
6'-6"
-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 414"
SKIDS ONLY. IV-B' WIDE SHEDS HAVE (4) SETS OF SKIDS.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)j"X44'
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 49).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL
I
2'x8'x16"
1778LBS
CO
CRETE BLOCK QUALITY
CEMENT
AND SAND MIX
II
4"x8"z16"
350OL13S
CO
CEMENT
FCRETE BLOCK QUALITY
AND SAND MIX
III
16"XI6"
3950LBS
ABS PLASTIC PADS
IV
19OOLBS
CO CRETE BLOCK OU
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOUD CONCRETE BLOCKS (8"iS'067 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 46' WITHOUT REINFORCING.
2. ADS PADS REQUIRED ON 11'-6" AND 13'-8" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
O• TO If
6'-0"
1936LB
I, II, Ill, OR IV
1879LB
I. It. III, OR N
11'-8"
SW/OW
6.00/480
0" To 6"
6'-0"
2558LB
I, II, III, OR N
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6'
6'-0'
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
0' TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
1, II, III, OR IV
6'-0'
sW
3.00/240
0' TO 6"
6'-0'
1658LB
I, 11, III, OR IV
1866LB
I, II, 111, OR N
• LOAD YAM OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 49.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
TABLE 4
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPUFF (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
13'-8"
7.00
243
Y-W TO 3,-w
10'-O'
i i'-8':I
It a6:00 4
20g`..:..
r=r;T0,Z
;10;;.0ye.`
10'-0"
5.00
174
d-or TO S-cr
10'-O"
8'-0"
4.00
138
6-T TO S-T
10'-0'
3.00
104
0'-0" TO 3'-0'
10'-0"
TABLE
30" AUGER ANCHOR SPACING
B
- DOUBLE WIDE
SHED WIDTH
LW
UPUFF (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
20'-0-
10.00
400
O'-T TO V-T
5'-0'
• LOAD WIDTH OF UPUFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER-TO-CENIFR
3. DIE MINIMUM NUMBER OF ANCHORS PER SHE) IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE
(i+
2"4" GALVANIZED WASHER
I�•'�Y
2'i2' CA1YANflFD WASHER .>
WRH�i/2' NUf
;7 1/2' THREADED ROD
WITH 1/2' NUT
EYES BOLTED TOGETHER I/2Z2'
1/2" THREADED ROD
OPTIONAL FOR 'HIGH
9V- Yi
moE)
c �O�A' NOTCH OR COUNIERSMK BOLT
,v THIRD 2"x4' BOTTOM PLATE
""<OP110NA1 f0it "HR;H SET'
)• i/2" CWPIER H
* G
BOLT k NUT WITH U3 SHE CAPA GALVANIZED
WASHERS (2.000LB SHEAR CAPACID�
1 /2' COUPLER
UCI 2'a4' BOTTOM PLATE NAILm
P.T. BASE
N, ;
7/2'x1 " FORGID EYEBOLT. I
�" .. • �4' MIN.
\ At
D LB.) CONCRETE TO 2'x6"
�TiRU ACHBOTTOM PLATE _____ _}JIy "MIN.
EYES BOUED,4TOCETHER WI"H 1/2;X2"
(SEE TABLE I FOR SPACING) __----
I
-LOCAL
atNUT WITH)2*,'TYPE i ti 11T OR IV PAD
BOLT-
WASHERS (2 WOLB SHIM CAPA.CRY) 6LOCKINC li NEOVIREDe}`(SEE TABLE 3).
L
" '{
AUGER ANCHOPI
T
I/2'x3" (40N HOR
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
CONCRETE SLAB BY DINERS THROUGH
A EQUAL
CUP
CUP OR EQUAL LOLL CODES AND JURISDICTION
O SLAB BY OTHERS -THROUGH
LOCAL CODES AND
U
SEI AB
(SEEtTAB 4 FOR SPACING)
R
SHED ITN"dSKID
SHED WITH SKID
SHED WITH 0 F 10
,�
TO P_AD%ORYBLOCKING -
ANCHORED TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN DETAILS
CODE YBLSION fec Yeti em Fes, AT4-7
MNI(IFACNRER SYEEtaDR seas
TYPE
OF
ENCLOSURE FDIRD4D
INTFRtUL PRESSURE coEstaFNr ♦/- ¢te
IMPORTANCE FACTOR 1AS
ROOF DEAD LOAD fcP
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"R" RATING OF WALLS, FLOOR. ROOF WA
MODULES PER BUILDING 1
HURRICANE PROIECBON USAGE i2
HURRICANE SHELTER USAGE IW
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0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PUN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
W 2- THIS BUILDING Is EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
1015.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE
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—VARIES 6'-0' TO 13'-8"
END ELEVATION 4-.4" P.T. ATTACHED
H21 OR EQUIVALENT.
WITH DOOR TABLE 2 FOR QUANTITY
SPACING.
HURMUNE SHEIIER tSAOE
No
SWME F TAOE
712 San. cR 1ts
REVISIONS
REV
DESCRIPTON
DATE
END ELEVATION
WITHOUT DOOR
—VARIES 6'-0' TO 13'-8'�
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWALL)
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Matthew L Baldwin P_F-
Q Florida License #64608
w Sheet: FBPR-2 OF 6
5
Side Wall Header Schedule 080C)
buuoing
Size Up to 14
Max. Span
PSI APPROVAL 2018-01-16
Fasteners w/ strap
(each end)
1-4"x4" 6'-01, 0 13 — 3" x 0.131" nails
4"x4" wZx4" 8'-0" 1 16 — 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-2"x4' or 4"x4" P.T.
e. The header can be attached to the top plate and thus have the combined strength
equivalent and use the maximum span stated.
WALL
SHEATHING
WALL " 16VBETWEEN
WALL STUDS.
ENS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL)
SOURCEN
L
2%4" WITH 1/2" PLYWOOD
OSB FILLER OR (1)4"x4"
SIDE WALL WINDOWS
& DOORS
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Wall Header Schedule
1-2"x4" 6'-0" 0 4 — 3" x 0.131"nails
2-2"x4'(c) 9'-0" 0{d} 6 — 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Laid flat
d. No Jack studs, but 2x6 studs laid flat.
*NOTES
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3- WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE
AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
SINGLE 2"x4"
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
NOTES —OPTIONAL ELECTRIC
—ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE.
—ENCASE IN ALL METAL BOXES.
WIRING DIAGRAM
(OPTIONAL)
4"x4" W/2"x4"
I
CODE INFOR TION
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Sheet: FBPR-4 OF 6
- :_stenina Schedulefr4
(FMTable 2304.10.1)
14 gags dzpl
common (2 1
X 0.232' nails
3' x 0.131 neds at 8' o.c.
S A gage stapes at 17 ox.
Sole plate to joist at docking at bracedwat
3-16d common (31/2'x 0.1351 or IT ox.
net
4 -3' x 0.131' nals at 16' o.c.
4 -3' 14 gage staples a 16' O.C.
Top plate to sluo
2- 1 So common (3117 x 0.162.1
3-3' x 0.131' nails
3 -3.14 gage steples
Stud to sole plate
4- Bd common (2117 x 0.131-)
4 -3' x 0.131' nails
3-3' 14 gage staples
2-16d common (31/2-x 0.1(l
3-3'x 0.131'nals
3-3' 14 gage maples
Double studs
16d (31/2' x 0,1351 at 24'o.c.
3'x 0.131' nail at 8' O.C.
3-14 page slopes at W o.c.
. Double top plates
1w(3117 x 0.135) at w O.C.
3'x 0.13V nail or 8' o.c.
3'4 gage stapes at 8' a.c.
Double tap planes
8- 1 ad common 131/2x 0.1621
12-37 x 0.131' nails
12-3' 14 gage staples
. Blocking betwen joists a ratters to top plate
3-8d Common (2112'x 0.13T)
3-3x 0.131' nor
3-3' 14 page s iples
. Rim out to top plate
lard (21/Tx 0.131-)a 6'or.
3' x 0.131 nags at 6' o.c.
3' 14 gage staples a 6' ox.
. Top plates, laps end iolemealons
2-i6d Common (31i7x 0.162)
3-3'x 0.131'nals
3-3' 14 gage dories
. Conlmuous heade7m.piaces
16dcommonol/2'x 0.162)
. Gang joists to plate
common (2 1/2'x 0.13T)
I3-Bed
5-T x 0.131' nails
3 -3.14 gags staples
. Coamuous heacarto stud
J4-8d common (2112'x 0.1311
. Gating joists, laps ova partitions
3-16d common (3 V2'x 0.135") minimum,'
(Spa Table 2308.10.4A)
a. Xx 0.131 mats
4 -3' 14 gaga e--spies
. Caing joists to parallel rafters
3-16dcommot(3112'x0.1:u)mimmlml.-
(SeeTable 2K.S.10.4.1)
4-7x 0.131 note
4 -3' 14 gage staples
. Ralter to plate 3-M common (21/7x 0.131-)
3-34x 0.131'nais
3-3.14 gage staples
. T Dagonel breca to each dud and plate
2-fid common (2112-x 0.131)
2-3'x 0.131 nails
c 0.131 nods
14 gage stapes
1 common (4' x 0.192-) at
c 0.131' nails at 24' o.c.
14 gage scopes at 24' o.c
0 Common W x 0.192)
3' x 0.131' nals
14 -3' x 0.131 role
4 -3' 14 gaga staples
nhip I3-lad comm.(3'x 0.148-)
4-3'x 0.131 nals
4 -T 14 gage- nailer,
2-16d common (3 1/2-x 0.182)
3-3-x 0.131'nals
3-3' 14 gaga maples
:2-bp nor. beam 2-16d commcn(31/2'x 0.16i1)
3 -3' x 0.131' nails
3 -3' 14 gage c-reples
2 -16d common (3 1/2' x 0.162')
3 -3' x 0.131' naffs
each end
facenail
no
no
nail
can face nett
since
nail
nail
net
PSI APP
Tool and coal sheathing (to taming)
M
4-3'x 0.131 pals Face nail a each joint
4 -3' 14 oecn d,M.
1/8'to1 114-
4'andless
alto 1'
1/8'to 1 114-
2 Nil, x 0.113' nail{n}
1 314' 16 gage(o)
718 gegc{p} u-
6'o.c. Edges, lead .c intermediate. 4' o. at
component end cladding edge strip # zone 3
8d(c}
(refer to Figure 30.5-1 of ASCE 7]
1 Oc(c) or 8Qd}
6tl(c}
Bd common nail (7 x 0.113-)
No. lB gage staplefi)
No. 11 gage mining nal{h] 16' are. Edges and intermediate
Sol common nal(2112-x 0.131') I
3/6' BdOr} 6'ox. Edges and intermediate
a. Common or box na s are permanentto be use exoep[ ate o[hemse stated.
b. Nails spaced at 6 Inches M all at edges, 12 inches at intermeGae supports except 6 inches at supports where spans are 48 Inches or more. Fornailing of
wood structural panel and particleboard diaphrems and show wars, refer to Section 2305. Nails for wall sheeting are porritted to be common, txtt or casing.
c. Common or deformed mank(6d-2•x0.113";8d-21/7 x 0.131. 10d-3"x
d. Common(6d-2"x0.113";8d.2V2'x0.131;tOd-3•x0.148).
e. Detonnedshmk(Bd-2'xO.113';8d-2V2•x0.131;10d-3'xg.146y.
I. Conosionaeselant siding (1i4-17/8"x0.106-..80.23fWx 0.1230)a casing(Bd-2"x 0.099". 8d-21/2'x 0.113')neil.
g. Fasteners spaced 3 inches on center an exterior edges and 6inches on center a inlermedae supports, when used as structural sheathing. Spacing shall be 6
inches on center on the edges and 12 inches on center a intermediate supports for nonstmctural sheathing.
h. Cnrosfon-resident roofing nails with 7116.inch-dameter head and 1 M-Inch length for V1urch sheathing end 1 3/4inch length for 25r32--ind sheathing.
I. Corrosion -resistant staples with nominal 7M6 inch cram or 1-Inch crown ands 1114-mch length for 1/2-each sheathing and 1 112-inch length for 2532-inch sheathm-
Panel supports a 16 inches (M inches it strength axis in that long direction of the panel. unless ov ise marked).
j. Gsing (11/2"x 0.OW) or mist It 117x 0.072.1 nails spaced a 6 inches on panel edges. 12 inches at intemrad= a supports.
It. Panel supports an 24 inches. Casing or finish nails spared a 6 inches on panel edges, 12 inches at intermediate supports.
I. For root sheathing applications, 8d neifs(2 117x 0.11Y) are the minimum required for wood structural panes.
M. Staples shall hate a minimum crown vdoth at 7116 inch.
n. For roe( sheathing applications, fasteners spaced a 4 inches m center a edges, 8Inches a iateMade,@ supports.
o. Fasteners speed On inches on centers edges, 8 inches a intermediate suppers for sub6oar and wall sheathing old 3 Inches on center M edges, 6 inches at
intermediate supports for real sheathing.
p. Fasteners spaced a inches an center at edges, 8lnches a intermediate supports.
O. See Fastener Alternate Sched:le.
r. Fasteners must be installed wth seen spacing between them across adach nct member_
or, real and wall sheathing (to framing) I I 5•tom edge, 10.Oe.
Strap & Simpson Strong-Drive®SD Screw Schedule
nail
n`.0
flaMr
H2.5
nail
H2A
not
H3
o.c.
H4
H5
O.C.
o.c.
LTS-1
LTS-1
nail at top and bottom staggered on
LTS-1
csite sides
LTS-2
MTS t
MTS1
MTS1
nail a end ands each splice
MTS2
ech beadn9
P.MD,A21
not
Porch
A23
A33
Painting,
Wall tg Floor{a
LSTA-
lag
Perirfpl
TIeD naz
20Ga. 1-1/4
`JO"x 30" 1
Pal
a. Only naededcn
aluminum
In. Headers o'er Uspan.
4SDB[1.5' I 4SD9x1.5'
45DBr1.5' I 4SDW.5-
Strap & Fastener Schedule fat
RaRer{b}
ulte¢efc,
CJdn.:a5'G
iJb i'.+ileac
3[3
plat~. .'avian:V P9 C ,, PE
rl OO(l. .PE Pa
LLICCC.IIOE636r TX PEN4919
?Omit I A23 I 730 410d[�1.5- I 410dX1a5"
Header{a} HP40.41.80,81 4,725 53k 0.i31' 5-3k0.131-
ParHlOese UpliR Wallraslener Floor Fa sill
TlNbwns 2WTxIl1/Actor 4.300 i-tOtl[i.S -
yrs•%?0" Anchor 4.390
& All straps can be automated oath an aim ezient brand rowing same strengths.
b. Rafter bee to stud vial to be a way connection for 24" o c. & can be "n, other br
16- ox. but is repwred On comers and studs adjacent to rumors.
C. Only needed an aluminum & vinyl sheathing wells.
1RUCgON 111'E
PROiOnoN
N-Ufnk8 E NUMBER OF STOm6
11
BASIC g1Ha SPEED
y laoneh
EICROSURE
c
ENCLOSURE
L1lcue"ED
INIERNA. Pf✓EA 00E11:10W
+/- true
[UPORTANCE FACTOR
11.15
ROOF LK LOAD
bP3 oR !Wro r'pM IdU
F R DEAD LOAD
IOPss
RDOR M IAM1
eTp. 76PEF - 17aes, OPT.
W RATING OF W7dL5, npOR ROOF
N/A
Moomrs PM BUILDING
1
W WWNE PROMO D)i tal
No
HURRICANE S1013EFt USAGE
NO
WO E FOOTAGE
719 wrr. OR LESS
--.... _. MTe
aete:
11/19/15
iZ Bcah
N A
ILLJ SS-CI-180CR1
F- r. own PIrNs W NOT PAm OF m4S Alto " o Ana
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Q s ass aupryna 5 ExEMPr i1A11 1K iEt FNtRX CWISIINArgH
coos PFR "Ma
a. RaER ro nE- DETXIs Ton Pecel O Tru ,Y,
awwdlMrs m M cull
4. n rm. PNn64 Tnucaa, air_ AE 1a{ /2 se,. IXfFPr
s. dRUCItWCi Omit 1Oo W. R. wet. rNK M ao• 11MNu4
e worms To BE INd0c1m all-dm W .M. mmI mrx
Cal
z z1s WpPIDO*S JUiD eDKORS[ In UM ilia V$VU N sE7slranos
Z a. MT METIL srwVs GM BMr /GOJMO dnucruPN. ME4erIS
oc rLA eras. musses, awrms. ETe ro IY4P s¢ws THESE
tr ' PRJVa£O 1N1T TE bCfp HNO i !Ar WrpcmE
AO' THE smM-
ly-
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"'.�ly i
U `rC
\ 4IV.
i STATE
i� FS LLJ
G \\
z
l3J Matthew T. add7iln P.E.
Florida License #64608
6hset: FBPR-6 OF 6