HomeMy WebLinkAboutPERMIT WORKSHEET 9-21-17. . . . . I ! j I I PERMIT WOSHEET_'__1 pageoT z
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PERMIT NUMBER
0
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tml�rl rED1)IE-6RQNDEI::i--r-F-jj --j- I j 1
106ense s 14
anu re in U u r's Installation Manual
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-Address �e is installed in accordance ance t"tW1tF_FC6Iii_1_5_-C_ 6'ii'
o home jff )T.'IR7' -
____f_ H Sb_C_E�A DR. L(
'15-eiFg-finstalled I i J
i Single Wi 6 VWVi n d
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7E— !-1— -- I — " , .- J_
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:Wr�6'f�f6fLire'-'-�-'-'-JACQBSE
18X42 1 Length-A-il rl'8;
:Manufacturer dth Double 'Instd1liti-6i
i.7 T_
e'Ll _--j
i Serial l ' ! e is a single w k—ih�'_q"inijT QUaa TBQ NOTE i if hom fill 6-ui 6n__i�_h�lf of the blockin
J f lio-m-e
used) un erstand Lateral) V_ffi System scan n&f 15_&'G�s-jjhp-�F66y horn e (new or
PIER SPACING TABLE FOR USED HOMES
'wh e--re- the —s i -d' —ew a- (I -t ties exceed
J.
Load Footer
t -Instr16" x 16" 18 1/2" x 18 20" x 20" 22" x 22" 24" X 24" 26" x 26"
bearing size
L L
;Typical�pier spacing (256) 1/2" (342) (400) (484)- (576)- (676)
capacitysq in
r
8'
1000 psf 4'
-i8 ow I- _L_ Systems 46 ifL�dfi�f6i andlateral 1500 psf 6'
'___)_7_T_ - 2000 psf
L__' ti ow t ese ocations i
_longitudinal I
ong na
2500 psf 8' 8'
3000 psf 8' &
N-2 �Wi� psf
8'
7 1 interpolated from Rule 15C-1 pier spacing table.
F F F
POPULAR PAD SIZES
I-T PIER PAD SIZES
j
M J-beam pier :57 Pad Size Sq In
pad �s size t, 1-11X22'
16xlb
F
Perimeter pier pad Sl '16X1_61__' 16x18
M j
1 1 TT xT6.4T-
0 7- d sizes I
--J607
F 16 x22.5
tier pier pa__
7T_
,STquirea fg.) 11 X22
bythe
T
y
T 13 1/4 x26 T9
FT-7
Diiei�� 00roArnate locations of marri�ig- 20 x20
1EDIrn.
iii 61 f sh 1/2 x25 1/2
jwall openings 4 foot or greater Use this x
0 0 A. -I
t ..W.0 0 11
4-cn- wali� ierE within T-of-end- per-; We-
24x24
LOB rn
_j
F
Eisf all marriage wall openings t 0 26 x26 676
F r I
Li n their i,-r a. sizesbelow
j-
si�ei
177
,.-r-'OpeJ, 4 tt
f _T
r,-,*-i-i--i,---T-- r - Y_ I
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I 47� A A -1 -1 1 1 g L 7'-:
OIL- FRAMETIES;
L
L L_:—J,. �J_ _j _j I �L
ll X_
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L L 1 1 L!F_� it
6 ed at 4 oc X
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L 7 T -1 _16-d- I I I TIEDOWNCOMPONEWS
7 ! j - 1_1_ L1
1 7 T TO
r -6h4iiudifial Sfaibilkin DeVice (LSD) �Sidiiwall
j j 1_1_ L-i-j
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LNV 34AK !, -
'Manufacturer __]L dinal
f6 dfu r&r OLIVER`_C
d jj _V�ill:
_jL'o__n_g_Jt__u' i 4!Stabilkifig D6,4c6 WILiteral Arnis jMi-rdidd v F
;7 anu factu er
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Or .:_
j__ _! ---'_ --;_'- --<-- —i---- =-- PERMIT WORKSHEET
PERMIT NUMBER G
page z of z
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'
OCKETPENETROMETERTES��
- t i - _
_) f # ; i ( ; i �Deb�is and organic material removed YES ^
FThe pocket penetrometer tests are rounded down to 1500 psf i ;_#� -; ;Water drainage: Natural -~ Swale PedX
;or check here to declare 1000 Ib. soil-� withouttesting. E
Fastening multi wide units
Xk15Yw �- € X115QS- i
Floor:Type Fastener. ength 6 SpacingY24
_ € i . I `• ' .. ;.!.. Wells Type rF i tener: CAG {Length.- Spacing ' 24"
_ l ;
r i POCKETPENETROMETERTESTINGMETHOD i } i ;Roof { EType Fastener GALV ;Length Spacing:
_min30 gauge,�8"wide, galvanized metal strip ;
r ,1: Test the perimeter of the home at 6 locations ! i 1 ! (will be centered over the peak of the roof and fastened with galy
_+ roofing nails_ at 2 on center or both sides of the centerline
'2. Take the reading afthe depth ofthe f_ooter, r i 4
€�! i —_r -- _.r !— { r t — I__ �, Gasket (woathorproofin8 roquiromont)
- g�-' __.- m- .. _ ; - _
E � 3 Usin 500 Ib #ncrements
reading and round down to that increment _.I_ f understand a properly installed gasketis-aTequirement of all new and
•- homes and thatcondensation, mold meldew and buckled marriage walls are
' i
i a resultofa oorl -installed or no asketbein installed. I understand a s'tri ' i
X.1.5� _{.X -1.5�---fof tape w'iII not serve as a gas et.!
- i _ f Installer's initials TG
j TORQUE PROBE TEST I
s :Type gas kef`FOAM Installed
-1The results of the torque probe test is 285 - inch ounds or check ^ -' - Pg. I } { ;Between Floors Yes X
_ _ T __,_.____
there if you are declaring 5' anchors withouttesting -� p �Atest ! i ! j ;.Between Walls Yes X
.t _.. _ _ _ __ _ _ _
-' showing 275 inch pounds or less will require 5 foot anchors. r _�, # _ ' _ _{ _ i i , _� ; Bottom of n_ dgebeam Yes' X
Note: �Astate approved lateral arm system'is being used and 4 ft.; L_ i i-, s i ,
{ anchors_are allowed at the sidewall'locations. I understand-5 ft r -i -;Weatherproofing
°_ i i � anchors are required'atall centerline tie points where the torque tests . _�.-_ I f __`...t.-_-?___i._ ... ;
_ rreading,is�275ior less and where the mobile home manufacturer may The t�ottomboard will be repaired and/ortaped. Yes X` Pg
r-
�� -( requires anchors with 4000 Ili holding capacity { I �_t _, _ r ;Siding on units is installed to manufacturers specifications. Yes x_ #
ITG ; Installerinitials 's ; : _ ; j,; ^ _- ire lace chimne installed so as not to allow intrusion of gain water Yes X'
_ F' p _ y
i # (ALL TESTS -MUST BE PERFORMED BYA LICENSEDAN8 Miscellaneous
ilnstalle a O,MAS-GRUNDEL,'�t # i k Skirting to be installed. Yes No �r -, T
Dryer vent installed outside�of skirting Yes X -N/A- s {
i. -
(' ` ( i, _€_ - { ;Range downflo_w vent insta`Iled outside of skirting`Yes X N/A
j Date Tested i" _ _
T_ ` Drain lines su orted at4 foot intervals. Yes X -
_.};Electrical_cr`ossoveers protected.�Yes X_____
ectrical --i, r-
r
onnecf-elect�ical cord between multi wide units, but not to the main powers ' (_ , f s _` _ _( i_ i r 1_ _icei-__._a_!_-f.,_ __..
5uro6._T6is includes th 'rig wire between mutt-widee units Pg� - - -
i- Installer verifies all information given with this permit worksheet
um ing is accurate and true based on the
! ._ �_ ! w �_L _ _i..._:__i_ __(.,i__.._'_._.._ f k s _.b manufacturer's installation inst ctions n or Rule 15C-1 2
_ i._ _.._.
onnect all sewer drains to an e) sewer tap or septic tank -Pg i i I ' _ ! �,-_:__
Installer Signature -Y _ Date
onnect all potable water supply piping to an e)asting water meter, water tap, or other
�.•lenr�nrinn/•eio+or cnnnl�icve seine Dn . , , -�-. _ .r._. �.___.__, f_
2-5 1/2"
aaaaN
=1 S b -D�
rn z1a; rn
3S�-7
110" �
ao
l
P
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F-11'-1 111b"I o o
ILE),
<� ji v
o ! i
11'-5"
Page 1
Res(dentlal Heat toss and Heat Gain Calculation
6l812017
In accordance with ACCA Manual.J
Report Prepare
Central Air Systems Inc.
For:
SATE
387 Holiday out
10725 s. ocean dr
Jensen Beach, fl
Design Conditic
Fort Pierce
Indoor:
Outdoor:
Summer
mperature: 70
Summer temperature:
90
Winter te
i iperature: 70
Winter temperature:
42
Relative
midity: 55
Summer grains of moisture: 127
Daily temperature rangehledium
Building Corn
ant Sensible
Latent
Total
Total
Gain
Gain
Heat Gain
Heat Loss
(BTUH)
(BTUH)
(STUN)
(BTUH)
Duct
1,949
0
1,949
1,12l
Floors
625
0
625
1,123
Walls
1,240
0
1,240
1,468
Ceilings
2,441
0
2,441
1,553
People
1,500
1,150
2,650
0
Fireplaces
0
0
0
0
Misc
1,200
0
1,200
0
Windows
3,798
0
3,798
2,192
Doors
1.058
0
1,058
1,255
Glassdoors
0
0
0
0
Skylights
0
0
0
0
Infiltration
1,131
2,342
3,473
3,619
Whole House
14,942
3,482
18,434
12,332
( 1.6 tons )
HVAC-Calc Ret i
ential 4.0 by HVAC Computer Systems Ltd.
888 736-1101
Land cdeWations alb btlmatw any, actual bads mW way duet* eaaffw and mnatnaxtm
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Certificate of Product Ratings
AHRI Certified Reference Number. 9W261 Dala:4 2017
Product: Split Syetam: Alr-Cooled Coo M111g Untl. Cos? with 9to"-rr
Outdoor Unit Llodol Humber HXAE241A,f114IC"
Indoor UnR Model Humber FEM024"AL
Manufacturer, TEMPSTAR
TradefOrand natt", TEMPSTAR
lieglan: Southoast and tlarth {AL, AR. OC, HH, FL, GA, HL KY, LA. MD MS. HC. OK, SC. TH, TX, VA
N.ON.OR,PA.RLSD'UT,,'vr,waWV,W1,iror,06.'WD. HE T rfllwW)'tLi
Rogian Hate: cartiml sir conditiolmrn manufactwsd prior to Jar,=q 1, 2015,aro 0piW to be
installed in an repboa unu'i dune St1, 201( Hagrnning Duty 1, z01U central sir wnduionan
can only be tnstAUad fn reyionts)for Which they mast the M910 1 efrscleney acquirement.
Series rwnaa 14 SEER H SERIES R4104 AC.
ldsnutacrurcr msponaiblo for tho rating of,ttfa symm eomtlW ton Is TEMPSTAR
Rated n fra4aws in accoritance with AltRt SWdard 21=40.2008 for Unitary AlhContltioning and AirSoufco
Heat Pump Equ4w eat of d sub" to Verification of racing accuracy birAHRI-SPMOred. ind0t:1dont, thud
party, its ng: , V
coo" cawacitr (fitunk 2 :
EER Roang (06cwn8):
SEERrtitirg(Codr� 1A,f0
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nee+erwlalerCs:an3 o nmMat�Y:7rnNc.YS+rfWjr'
rn.uror.+rune:,au.an!eeui..o.7acsrcrfnb r1l CERTIFICATE NO.. rltatarrarteatsL
C3d1d Wr�ond':w+sraE Nrotir g aaaH Rrlr';etal on tact uts
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Engineering Submittal
Wind Load Certification
May 4, 2017
Model/Tag: Elev. CU Stand
Design Parameters:
FBC 2014 & ASCE 7-10
Wind Speed: 170
Exposure: D
Risk Category: 2
7
Job Name & Location:
John McAlister
10725 S. Ocean Dr.
Jensen Beach, FL
OF THE TR RASURE COAST W-C.
806 Delaware Ave. (772) 267-1399
Fort Pierce, FL34946 benchmarkengineeringtc@gmaii.com
, UTCIII/!
Bowdoin G. I3utchinson �' O
FL # P.E.
e _
Orrr
Model/Tag:
Design Parameters
W
WI.
Ws
L
H RTu
He
HFW
WCM
VWIND
Exp
Max Ht.
Elev. CU Stand
36 in (Min)
18 in
18 in
36 in (Max)
25 in (Max)
78 in (Max)
90.5 in
142 lb (Min)
170 mph
D
<15 ft
Wind Loading Per ASCE 7-10:
Wind Pressure
QH=.00256 (Kz)(Kzr)(KD)(VWIND)^2
KZ 1.03
KZT 1.0
KD 0.9
VWIND 170 mph
QH= 68.6lb/ft"2
Lateral Force
Fwu=QH (GCR) AF
GCR 1.9
AF 6.3 ft^2
FwL= 814 lb
Uplift
Fwu=QH (GCR) AF
GCR 1.5
AF 9.0 ft^2
Fwu= 926lb
Sum Moments
MwL= 73,705 in lb
Mwu= 16,666 in lb
Mwcm= -2,556 in lb
M= 87,815 in lb
Fasteners:
Required Fastener Resistance on Critical Side
FR= 2,439 LB
Rack to Slab on Grade Fastener
Selected Fastener:
1/4" SS Tapcons w/ 1-3/4" Emb.
Number of Fasteners per Base Plate:
RTU to Rack Fastener
Selected Fastener:
20GA Straps w/ #14 S.S. SMS@:
733 lb per (33%Manf.
Tensile Rating)
4 each
744 Ib per (25%Manf
Sheer Rating)
Min. Number of Fasteners per Long Side: 3 each
Max Fastener Spacing @: 12.0 in
Min. Number of Fasteners per Short Side: 3 each
Max Fastener Spacing @: 12.0 in
Notes: I. Slab anchors shall have 4" min. spacing
2. Certification is for specified attachments only
3. See fabricator's sketch for more information
4. Each 20 ga strap shall have (4) total #14 SMS;
(2) into RTU & (2) Into Rack G. WUTGy/ �S,
5. Overturning moment resistance calcs. ba D��E� g �- s0 j,
available resistance from one leg , t
No70g7a
Bowdo' G TIutchinson ?✓rE c ' tit "
E OF : td/
FL # P.E. 70878 7::�- 40
10
�flllllli ;���`
Michael G Tomko, P.E.
T.R. Arnold and Associates, Inc
Phone: 574-264-0745
Fax:574-264-0740
Dec 7, 2016
Craig Young
Jacobsen Homes
Mr. Young,
Page SU-01-008 in the Jacobsen Homes' HUD set-up manual was based on the 2004
Florida Residential Code. Since Florida has adopted the 2014 Florida residential code,
the wind speed map has been changed to represent ultimate wind speed in ASCE7-10
instead of the design wind speed called out in the ASCE7-05 maps
The wind pressures calculated from the wind speed map in ASCE7-10 are allowed to be
reduced by a factor of 12/3 if the structure is designed using Allowable Stress Design.
When using a wind design from ASCE7-05, the conversion to an ultimate wind speed is
as follows:
ASCE7-05 (2004 FBC) VASD: 120 mph exp B = ASCE7-10 (2014 FBC) VU,T: .140 mph exp C
ASCE7-05 (2004 FBC) VASD: 140 mph exp B = ASCE7-10 (2014 FBC) VuLT: 164 mph exp C
Sincerely,
)W
Michael G. Tomko
��I -
°:E
.LPL G s °'''''
N GN
'�. F •:gyp 1.
* ; No 63802
a
m -
: STATE OF -1
R.
page I
revision 6/07
OLIVER TECHNOLOGIES, INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
11d0 , ,� � � SERIF LL STEEL FOUNDAT1011 SYSTEM
MODEL 1101"V" (STEPS 1 15}
LONGITUDINAL ONLY:.FOLLOW STEPS 1-9
FOR ADDING LATERAL AhM : Follow Steps 90-i5
FOR CONCRETE APPLICATIONS: follow S"S 16-19 ENGINEERS STAMP
ENGINEERS STAMP
1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact ()fiver Technologies at 1-800-284-7437 :
a) Pier height exceeds 48" b) Length of home exceeds 76' c) Roof eaves exceed 16" d) Sidewall height exceed 96"
e) Location is within 1500 feet of coast }ucTel r ATION OF GROUND PA�f
2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C) .
3. Place ground pan (C) directly below chassis I-beam . Press or drive pan firmly into soil until flush with or below soil. -
SPECIAL NOTE: The longitudinal "V" brace system serves as a pier under the home and should be loaded as any
other pier. It is recommended that after leveling: piers, and one -thud inch (1/3") before home is lowered completely on
to piers, complete steps 4 through 9 below then remove Jacks.
INSTALLATION OF LONI£IT n1NAL'`V°r RRAQ-F- SYSTEM
NOTE` WHEN INSTALLING THE LONGITUDINAL SYSTEU gW, A MINIMUM OF-2 SYSTEMS PER FLOOR SECTION IS REQUIRED. SOIL TEST
PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION, IF PROBE TEST READINGS ARE BETWEEN
175 8 275 A S FOOT ANCHOR MUST BE USED. IF PROS TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT ANCHOR -MAY BE USED. USE
GROUND ANCHORS WAM DIAGONAL TIES AND
STVERTIACA� C CONNECTION EVERY
5 - FLORIDA RCCz)A LSO REQUIRED ON HOMES- SUPPLIED
4. Select the correct square tube brace (E) length for set - up (pier) height at support location. (The 18" tube is always
used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself. cut and drilled to length as long as a
40 to 45 degree angle is maintained.
PIER HEIGHT 1.25" ADJUSTABLE 1.50" ADJUSTABLE
(Approx. 45 degrees Max.) Tube Length Tube Length
7 We to 25"
22"
18"
24 314` to 32 IMIE
32"
18"
33" to 41"
44"
18"
40" to 48"
54
18"
5. install (2) of the 1.50' square tubes (E (18" tube) )into the "U' bracket (J). Insert carriage bolt and leave nut loose for final
adjustment.
5. Place I-beam connector (F) loosely on the bottom flange of the I-beam.
7. Slide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely with bolt and nut.
8. Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place. The angle is not to exceed 45
degree and not below 40 degrees.
9. After all bolts are tightened, secure 1.25' and 1.50" tubes using four(4) 1/4"-14 x 314" self -tapping screws in pre -drilled holes.
INSTALI .ONOFI ATFRAL TE PSCOPiNG TR�AhISVERSE ARM SYSTEM
THE MODEL 1101 "V" (LONWTUDINAL & LATERAL PROTECTION) GLIIIIrNATRs; THE NEED FOR MOST STABILIZER PLATES 8 FRAME TIES.
NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4".
FOUR FOOT (41) GROUND ANCHOR. MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT.
10. Install remaining vertical fie -down straps and 4' ground anchors per home. manufacturer's instructions. NOTE; Centerline
anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of
4,000 lbs. require a 5' anchor per Florida Code.
11. NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location. This frame tie &
stabilizer plate needs to be located within 18" from of center ground pan.
12. Select the coned square tube brace (H) length for set-up lateral transverse at support location. The lengths come in either 60"
or 72" lengths. (With the 1.50' tube as the bottom tube, and the 1.25" tube as- the inserted tube.)
13. Install the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut.
14. Slide 1.25" transverse brace into the 1.50' brace.and attach to adjacent I-beam connector ( I ) with nut
.. _. ___ . 1. __ I -a en. t•-t- .r r,einn frn,r ld1 11d' _ 14 x 314" sPlf-tannino a6b rn Dre,-drilled holes.
OLIVER TECHNOLOGIES, INC_ Telephone: 931-796-4555
I-NO-284-7437 Fe�c 931-796 8811
a- www.ofvenechnologtes.com
� \V
PO86 2
revision 6/07
i..cTAr T1ON L!5lNfa CONCperF RnNNER! FQOTER
16. A concrete runner, foster or slab may . used In place of the steel ground pan.
a) The -concrete shall be minimum 2500 psi mix
b) A concrete runner. may be either longitudinal or transverse, and must be a minimum of 8' deep with a minimum width of 16 inches
longitudinally or 18 Inches transverse to allow proper distance between the concrete bolt and the edge of the concrete (see below).
c) Footers must have minimum surface area of 441 sq. in. (i.e. 21" square), and must be a minimum of 8" deep.
d) if a full stab is used, depth must be a 4' minimum _
Special Inspection of the system bracket installation is not required.. Footers must allow for at least 4' from the concrete bolt to the ge
of the concrete.
NOTE: The bottom of all footings, pads, slabs and mm�wl must be per local Jurisciicticn.
LONGITUDINAL- (Model 1101 LC "V")OR*■•n- - °- �^tltna In Wired GnnClet9 use Part #
17, ���•^^ �,cirL=.. Part# 1101 1N-CPCA (wei=sett_ simply in
ttte bracket in runnerieoter
101=aCP (dlY IL The 1101 (dryset) CA bracket is attached to the concrete using (Z) Mark bolt' concrete wedge bolts e locations, ng. a 5/9' diameter
part #
red location.
S162300H 5/8' ?( 3" or PoWer* ole to a minimumdepthoF3: Make suft CA reallddstt in eand concrete is blown out o Ithe holes Plate wedge bolts into drilled bolts
masonry bit, drill'a h bolts and start wedge bolt nuts. Take a hammer and lightty drive the wedge
holes, then place 1101 (dry set) CA bracket onto wedge �tl bolt needs to be atnr below the tao
down by hitting the nut (making sure not to hit the top of threads on bolt).r
of concrete. Compiee by tightening nuts.
LATERAL: (Model 1ia1 TC'%m)
le. For wet set (part # 1101=W TACA) installation simply install drillwhole to a minimum depth of 3"". Make sure (part and concrete isA
marls bolt hole locations, then using a 518" diam. masonry
blown out of the hole.. puce wedge bolts (Simpson part #S16z300H 51t3 X 3' or Powers equivalent) into (D) concrettting the nut ing sure
hit
connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts dobe at wn by r below
the, top of threads on bolt), then remove the nut T17 & 18.
19. When using part# 1101 CVW (wetset) or i101 CVD Oryset). IrtselI po deps
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • = STABI.� PlATEAND RZAWTELQCATiQN (fleedsLD
belocakWv# n 18i,dvscfoeirierotgand )
3. LOCATION OFLCNGMJDWAI- .
4. ta—TRAN3VERSE&L0NGMJA�ILLOCATiOiVB
11n1 G `AV"
I�r..■ uss - - _• lR. rr.c Nay 4Vv.-+T4.■ QF MQD
i� _ .....� ,rr. AtA9 IDl3AlG UITC114
0-.
i
.,
ALL WIDTHS; AND LENGTHS UP TO 57
•
•
C
ALL WIDTHS; AND LENGTHS OVER 52' TO-80'
•
•
•
• 16
0
HOMES WITH 5112 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS[ �O�rle sfalaNer
6 systems for home lengths, up to 52' and 8 systen is for homes over 5 ' uW�-
ired at each lateral bt IR9 System.
plate and' frame tie requ 0"1
Florida approved 4' ground page 3
:.::..«
arr.hors may be used in all revision 6/07
locations except where r--
1home manufacturers spec-
fications for sidewall straps
arQ in excess of4.000lbs_ I - Transverse arm I-beam ,; r i I lir : I r i
These locations require a W `1
anchor. Per Florida.Code• <H - Transverse aim _
Top V 251)
bottom (1.5') C = GROUND PAN
D = GROUND PAN CONNECTOR
h U BRACKETS TRANSVERSE
D- Ground F--.V brace 1-
Pan connectors beam E= TELESCOPING V BRACE
transverse TUBE ASSEMBLY W/ 1.5 GOT -
connectors d _ 'ground Pan TOM TUBE AND 1.25 TUBE
V Bracket INSERT `�reetRS►f tempt;-..
F = °V° BRACE I -BEAM C .fie •G•°.��;:-',-ems:- �
r
TORSASSEMBLY �'`�
T� .
E - T Brace Tu H = TELESCOPING TI iNS�VERSE y
Top (1.251 J� ARM ASSEMBLY ;= lo:3SG
Bottom (1.5) / 1 = TRANSVERSE AM $EAM
- Ground Pan CONNECTOR W.-
J= V PAN BRACKETF°a'! S �A-rE''OF' := y
7.
Model # 1101 'V" '�.± ' •+r,F�.«•==_
Longitude dry
concrete bracket
part # 1101 D-CPC7
Wet bracket part #
1101 W CPCA not
shown -
Florida approved 4' ground
anchors may be used in all
locations except where home
manufacturers specifications
for sidewall straps are in
excess of 4.000 lbs. These
locations require a 5' anchor.
Per Florida Code.
U bracket
` i Grads 6-112°-k it
Grade 5-1/2'-x 2:7J2'
CagjageBDRfiNIrt ...._.
- '- 7-BEAMiGONNECTOR"BRACKEr
- Transverse am r-oeam
connector
<H- Transverse arm
Top (1-25)
bottom (1.5• )
E - *%F Brace Tub
Top (1.25') 1
Bottom (1.57
= Ckincrete-
i Fabled Runner
�s
Model 1'1.01 CVD
Model 1101 CVW —1W
not shown
--••—
C = CONCRETE FOOTER/RUNNER
r
.�—
D = CONCRETE U BRACKETTRANSVERSE
5
CONNECTOR (connects with grade -112 x 2
;,•1P2
LJ.
' carriage bolt&nut)
E=TELESCOPING V BRACE
TUBE ASSEMBLY W/ 1.5 BOT-
TOM TUBE AND 1.25 TUBE
_
INSERT
F = " 1r BRACE {-BEAM CONNECTOR ASSEMBLY
:I%r brads I-beam
I
(connects with grade 5 -117 x 4 carriage bott
connectors
-
& nut)
H = TELESCOPING TRANSVERSE ARM
-concrete
;..-.
ASSEMBLY
-V• BracW
I = TRANSVERSE -ARM 1 BEAM CONNECTOR
(connects with grade 5 -VT x 2 ire carriage bolt
& nut)
r J= CONCRETE 'V' BRACKET (connects with
grade 5 -1127 x 47. camage bolt & nut)
Model #1101 C "V"
OI.tY�R TECHNOL. NC. Telephone: 931 796 4555
1.800-284-7437 Fax: 931-70 8811
www.olivertechnologies.com