HomeMy WebLinkAboutPERMIT WORKSHEETI I l
iJ
pageI� lo z PERMIT EET--
PERMIT NUMBER—�- --
I—! { ! iaf&a'0
I i �I -'-t1L U�;{t✓ c�ara�� t ; t �._; -j-� } f New HomeIOsed'Home ;
ill + � �•
Installe mil EpDIE'GRUNDEL- i t _� !_.t L� _i _! _r �t I_
License # 11-11118467i _
�Home_installed_to`�the Manufacturers Ilnstallationl0lanual`-!-i-
�{ -_
ID ( { 1- L_—�—i
klaf6ss of home k 139�iNETTLES BLVD ( I ! � ( ;� c { -; ;_ ,_ f IHone is installed in accordance with Rule 15=C�; I _
_0_.
being installed_', .IJENSEN'.Iw �f
�_I 1 ISingle wide Wind Zone II�``-0�-Vlfind'Zone III ®�9 t
Manufacturer 1_ j-s I i I f { Y jL ngth xw_dth_-- i24X35140- {`-' -� ` II;Double' wide ®-{Ins`ta_ Ilatlon_Decal # " TBD
JAC.OBSEN� i ; _ 4 _
i F E {{ i __ I ? __...�' _i_ i :. -I ry�l_ - .. I`! I� I I_ ._ . _ (_ { ( - -t -i-
�jNOTE: if home is a single wide fill out one half of the blocking plan ; -1 fTriple/Quad 0`1Serial # {" 'TBD
j _( lY" j Tj if home is`a Triple or quad wide sketcf► in remainder of home ; I
, � f i_�._._._ _i---I I N
I_,.. ..._-_...- i__-.....V.. ml - { ' .......... '4{..__.__'.. 4_._.:._..i- _! --.i 1._.........-.!_
I understand Lateral Arm Systems cannot be used on any home (new or PIER SPACING TABLE FOR USED HOMES
;where the sidewall ties exceed
Installer's Initials EG ` i ; f '^_i_J_ Load Footer „
µ ice_ i 16 x 161. 18 1/2" x 18 20" x 20" 22" x 22" 24" X 24" 26" x 26'
L_I._! I_ I_ bearingsize
�TypicalTpirr spacing ; h , t ; l ( I f I i (256) 1/2" (342) (400) (484)* (576)* (676)
l { �I - t _ I i r _- �_ ,- capacity (sq in
IateraIL 1 I f —1000 ps
iShow locatons of Longitudinal and`Lateral-Systems ps
i`! ;(use dark Imes to show -these IocaUoris) ps8.
_ + t_� -{.._ __t._T_.I _loingltudinali- --r-! I- (8.
! _ -i _ _ r r--._f-- 2500 pS
LjL i.. pS
- {-- I - _ * j interpolated from Rule 15C-1 pier spacing table. L; (, i
_ i I
� POPULAR PAD SIZES
PIERPADSIZESI-
j. I` t i~ i i i_. I - - I b
- eam pie paid -is ize} I 7X 2 5 1 � Im a Size q n
I
! { _ __i_ �Perimeterpierpadsize ;16X16;=_? f- x
18
..�__ ( i. f I t I . ( t
! + I SEE "ENG1'NEERING f i^ ( i t _ � Other pier pad sizes 1 r { I !--, ` -7 T7—" x22.5
—
£ i - t I' _ I _((required bythe mfg)`; l I x
S _ r r -T
_ _
13 1/4
�lr._i_, I_...,. i L_ u ( 1 x
i `? i E -., ' i I ; iY"i- ;Draw the approwmate locations of rnarria x '
jwall o enin s 4 foot o� greater. Use this x -
P 9 9
t ( �synibol-to show fhs piers_ -lu' x
marriagewall pierswittun2' of end-of•homeper•'Rule-15C --"-1--, --- -- --, - -
�� ! i ( '• i _r I I�i i__ I�-j-�-( ! ! I, ' I ( ! - i i_i_ i,_ x
—i " ii `(yTi t ' `L stall marriage wall openings greaterthan 4 foo x676
I ( `an�c their pier pad sizes below. C r , i , I ' S I-
_p - -{ _- ANCHORS - .
_._._!` ` l pening`'_._, _� ( i �.. _ ------
fj I Pier pad size
r r-i T -'i - r, - r--r•-1'.1^� -•T-r ^f Y--irl- T r-•T' r -r-i -1 l•_.•r r r-i-"-i_.-t _.l T r-- r - r 7 i , _,.F—...�T....._ _..��
f ,� _j4ft 5ft
I X.
,
,-•-,--,--,-T-; __, (_. ,— ` l
1 i_ ,_ 1 t 1. 1_ I r i 1 1 ( 1 1 I I �_i17X22.5 , I i , -i-
-1--._L'--- J _.L "J--_--L-- .J -.1_L. --_1 -
1� 1 1 T 1� '_. •
L. L + ,J._J 1_�.L. L l..!-J J_.1. L,_L._L•_1_,J�J,_,1._.L._,L. 1--J._-J,_,1,..._1-_,L,_1..,_+- I;...J: ..1..-.LPL.--1,,,-ti_,,,.1 f % i�j.�! i l i t I I i t t �TRAMETIES i..
I 1 t i; 1 1 1 I r 1; 1 i � 1 1 i 1 1 i 1 1. 1 1 t i „ r 1 _kJ
I. 1 1 r l t ,
L L_t_.-4L1 _ i — i,_ L,_L �1_ -j_ �._-1-_ 4._.L._1=-1- 1-..1._.1._ L F. L I_.-1- d. .i_--L-_ 4_L..-1_ J_ J._.ii 4 �.i--L_ "....°- '2;3 i �f i , I _i 23X31 _! I_..� _
i 1 1 i i i i i i i i i r i 1 t; i 1 1, i 1 1 1 i 1 _i i ^;T' ,' I I +within 2' `of end of home X'
r. i-. i_ �. .r._.r r r-i-'i: i +^r - r-i- i •-t-'i-'r -r - r-r -1--i- - *- - - __.-.!..._..:___•- ' I _1.._ ' I ( i I i .....r.__
1 1 / t i I i i - 1• 1 t I 1 r. 1 ! , , ,..-_.I - I' li _..,..____ —
r spaced at 5 4 OC �_
r r -r -1- � 'l ^T-- r r -rr1 �-•� - T - r - r {' -1^-1- �1' r-.T,^r -r -I- 1 -7--"r- r- r -r 1 �-"1 -•7 --r - r 1 I � �.�_ __
1 i i l 1 1 1 1 1 1 1 1 i i i l l l l i 1' l i i i l i ( i ( t i i 1�1 ( l i l i • 1 2 I I ( �_.�.. _. -�.- 11 {
r f` 1--1- j' '1 �r r r-I--1- i-T' � -r-i -1- 1-1 �- , r i f —1--,- 1-1
, _T r'-y ^i '1, 1-T-7-,--r i __- f -,• OTHE4�TIES {
_.L._ i r 1_ : _•J:_ 1,_ S _ L_1_!_ �_,J,_ 1 t L._.t. ' - _ i _ 1 1 _ _{ - TIEDOWN COMPONENTS I
I. 1 1 I 1 1 1" .1- ...i ff
L L I_�_J 1_.L. 1 IL.J_J_J._1 _.LL.�I_,J_J_1. 1_,L 1_._ ._.1. LJ _. _ - _ �.__,_s✓ �._.:., _• ..,.a_ - -
1 1 i 1, 1. I 1 i 1 + 1 i. , 1 + 1 1 1 i' 1`-`'Congitudinal Stabilizing Device (LSD)- F yi ^,-Sidewall
Lt_ J_..�. i;. L �t_.J _.a -.a -.} _ L._1- _I_. -a: - -_ 1. L._i-.J J � _ - � J., �.._ ._..,,..._.�..�__r --.- �
1. i i i, j {Manufacture�OLIVER _ iLong.itudinal"°"! i; I-
F. -•-1- 1-.-1_ -_
1 1 t 1 1 i- I I t 1 I 1 1 i t ! ( jC ongitudinal:Staliilizing Device w/Lateral Arms i IVlarria'ge wall l 1!
1•-r-r-i-'1-i+-r-r-r-r�-'+-•r-t--r-r-i-�-i_+_..r-r-p'^I--1 --i-+,--*-.r_r. 1 ---�'-T-r-� 1. ��(Manufactu`rer _�_.� v__.___.Shearw all--
i i i 1 i i 1,
1'T-r-r-r-i--i-�-T-r-. -. .--i-i-r-•. . . _,. ,_.. .`r l._w._...
WORKSHEET
PERMIT NUMB
7
|{
~
site Preparation
FT
ixl -511
astening multi wide units
la as rip
7-1
TORQUE PROBE TEST
F&i�ults ofthe torque probe- est-' --- inc pounds or checF__�
,_!The
__
�anc ors are require at a
A
6 taped. Pg.
o e repaired and/or es
Miscellaneous
n to be ins
Electrical
d ors between
Installer verifies all information given with this permitworksheet
in
is accurate and true based on the
to an i
Insta
Date
onnect all potable water supp- r other,
HITCH
5-5 1/2"
40'-
21
PROP05ED PLAN
a NNI
AW UW1-E-N&lONr5
MAS APPROX14TE
q—
KAJAVq5KI - CENTRAL
10'
VrWers
Pantry j
BEDROOM # 2 ii
II 13AW
A
04
#
40'
LIVIN6 AREA
740 sci ft
T NINDON5
I
I
Certification of Engineered Flood Openings
In accordance with NFIP, FEMA TB 1-081 and ASCE/SEI ?A-05
f
I hereby certify that the Crawl Space Door Systems flood vents 816CS, 1220C
and 2436CS are designed in accordance with the requirements of the NFIP "I
equalization of hydrostatic flood forces by allowing for the entry and exit of
forth below. This certification follows the design requirements and specific
"Openings in Foundation Walls and Walls of Enclosures Below Elevated Bui
Standard for "Flood Resistant Design and Construction" (ASCE/SEI 24-05). The
and certified by Mr. Christopher Mark Loney, Virginia PE No. 029000. Calci
"Review of certification of Engineered Flood Openings, dated January 16, 2012
of Building Construction, Virginia Tech,
Cnaracteristics
9, 1232CS, 1616CS, 1624CS,1632CS, 2032CS, 2424CS,
lood Insurance Manual' (2011) to provide automatic
floodwaters, when properly installed and sized as set
ations established in FEMA Technical Bulletin 1-08,
dings in Special Flood Hazard Areas", and the ASCE
actual vent opening measurements were determined
lations are based on the spreadsheet formulas, and
prepared by Dr. Georg Reichard, Associate Professor
Section 2.6.2.2 of ASCE 24 provides an equation to determine the required net area of engineered openings (A,) for a given enclosed
area (AJ. This equation Is based on the hydraulic formula for the flow rate across sharp edged orifices. I have utilized this equation
to calculate 1) the respected flow rate through the individual openings between louvers; 2) the flow rate through the main frame
opening in case the louver is blown out during a flood event; and 3) the flow, rate of water flowing through louver blades following
hydraulic short tube theory. The ultimate maximum total enclosed area (Ale) that can be serviced by a single vent has then been
determined by utilizing the lowest flow rate of the three assessed scenarios for each vent and is listed in Table 1.
These values are based on the following assumptions:
• In absence of reliable data, the rates of rise and fall have been
assumed with 5 feet/hour;
• The (maximum) difference between the exterior and interior
floodwater levels has been assumed with 1 foot during base
flood conditions;
A factor of safety of 5 has been assumed, which is consistent
with design practices related to protection of life and property;_
The net area of openings (A.) as provided by the manufacturer.'
Installation Requirements and Limitations
This certification will be voided if the following installation
requirements and limitations are not enforced:
0 There shall be a minimum of two openings on different sides of
each enclosed area;
• The bottom of each required opening shall be no more than 1ft
above the adjacent ground level;
• No temporary (e.g. during cold weather) or permanent solid cover
the automatic entry or exit of floodwaters at any time;
• Where analysis indicates rates of rise and fall greater than 5 ft/hr,
accordingly to account for the higher rates -of rise and fall.
*)
Model
H x W
[in]
A,
[in)
Ae
[ft'l
❑
! 816CS
8 x 16
106
205
11
1220CS
12 x 20
237
50o
0
1232CS
12 x 32
306
645
❑
1616CS
16 x 16
884
395
❑
1624C5
16 x 24
312
670
1632CS
16 x 32
`408
83S'
0
2032CS
20 x 32
630
1240
O
2424CS
24 x 24
570
1230
2436CS
24 x 36
852
1765
Table 1 Maximum total enclosed area (Ae) that can be
I served by each individual model based on the
given net area of engineered openings (Q
I
may be placed into or over the flood vent that would block
total enclosed area as given in Table 1 shall be reduced
Certifying Design Professional
Name, Title Steve A. Geci, President, Geci & Associates Engineers; Inc. if
Address 2950 N 12th Avenue, Pensacola, FL 32503 I `` 5�\�•ENtjt�•;�C1s50
License Florida Professional Engineer, LIE se o. 33658 I N0.33658 •• * o
Signature ; •
•STATE 0 �W_
Identification of the Building and Installed Flood Vents '(By Others) �i� ONAL
The flood vent models marked in Table 1*) are being installed at the following building:
Building Address I
No
0 1
�10
rl-
Lr�
a
rl
ro
OLIVER TECHNOLOGIES, INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101"V" (STEPS 1-15)
LONGITUDINAL ONLY.• FOLLOW STEPS ,1-9
FOR ADDING LATERAL ARM: Follow Steps 10-15
FOR CONCRETE APPLICATIONS. Follow Steps 16-19
ENGINEERS STAMP
1. SPECIAL CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at
a) Pier height exceeds 48" b) Length of home exceeds 76' c) Roof eaves exceed 16" d) Sidewall hi
e) Location is within 1500 feet of coast
2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan
3. Place ground pan (C) directly below chassis I-beam . Press or drive pan firmlyl into soil until flush with
SPECIAL NOTE: The longitudinal W" brace system serves as a pier under the home and should be Ic
other pier. It is recommended that after leveling piers, and one-third inch (1/3")ll before home is lowered
to piers, complete steps 4 through 9 below then remove jacks.
page I
revision 6/07
ENGINEERS STAMP
0-284-7437 :
exceed 96"
:)w soil.
as any
letelv on
NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTIIS REQUIRED, SOIL TEST
PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TREADINGS ARE BETWEEN
175 & 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBE TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT 41111
HOR MAY BE USED. USE
GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4" . VERTICAL TIES ARE ALSO RERED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REG.) .
4. Select the correct square tube brace (E) length for set - up (pier) height at support location. (The 18" tul is always
used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilledlength as long as a
40 to 45 degree angle is maintained. I It,
PIER HEIGHT 1.25" ADJUSTABLE 1.50" ADJUSTABLE
(Approx. 45 degrees Max.) Tube Length Tube Length
7 3/4" to 25"
22"
18
24 3/4" to 32 1 /4"
32"
18"
33" to 41"
44" j
18".
40" to 48"
54" I
18"
5. Install (2) of the 1.50" square tubes (E 118" tube) ) into the "U" bracket I(J), insert carriage bolt and lei
adjustment. 1
6. 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 1-beam connectors (F) and fasten
8. Repeat steps 6 through 7 to create the W" pattern of the square tubeslloosely in place. The angle is I
degree and not below 40 degrees. j
9. After all bolts are tightened, secure 1.25" and 1.50" tubes using four(4);1/4"-14 x 314" self -tapping scre
THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABIL
NOTE: THE USE OF THIS SYSTEM REQUIRES (VERTICAL TIES SPACED AT 5'4".
FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SF
10. Install remaining vertical tie -down straps and 4' ground anchors per
anchors to be sized according to soil torque condition. Any manufac
4,000 lbs. require a 5' anchor per Florida Code.
11. NOTE: Each system is required to have a frame tie and stabilizer atti
stabilizer plate needs to be located within 18" from of center grounc
12. Select the correct square tube brace (H) length for set-up lateral tra
or 72" lengths. (With the 1.50" tube as the bottom tube, and the 1.21'
13. Install the 1.50 transverse brace (H) to the ground pan connector (C
14. Slide 1.25" transverse brace into the 1.50" brace and attach to adial
manufacturer's instruction
specifications for sidewall
at each lateral arm
pan.
sverse at support location. The
'tube as the inserted tube.)
with bolt and nut.
Brit I-beam connector ( I ) with t
/4" - 1A Y q/d" calf tnnninn crrai
i
I
OLIVER TECHNOLOGI
1-800-2847437
INC.
e nut loose for final
losely with bolt and nut.
t to exceed 45
in pre -drilled holes.
PLATES & FRAME TIES.
FIES DIFFERENT.
TOTE: Centerline
;hor loads in excess of
location. This frame tie &
gths come in either 60"
and nut.
n pre -drilled holes.
Telephone: 931-7964555
Fax: 931-796-8811
www.olivertechnologies.com
d) If a'fult slab is used, the depth be bracket location�
c) Footers musthave minimum surface area of 441 sq. in. (i.e. 21" square), and must be a minimum of 8" de$Ired
must ninimum at system all other st��tions mu
Special inspection of the system bracke . Alation is not required.. Footers must allow for __,tist 4" fromhe
be per local jurisdiction.
concrete bolt to the edge
of the concrete.
NOTE: The bottom of all footings, pads, stabs and runners must be per local jurisdiction.
LONGITUDINAL:`(Model 1101 LC "V")
I
17. When using Part # 1101-WCPCA (wetset),simply install the bracket in runnerffo ter OR W e i s li iconcrete
use Part
101-D-CPC&(d)set). The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete i
dge bolts (Simpson part #
8162300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locati
, then using a 5/8" diameter
masonry bit, drill a hole to a minimum depthof 3". Make sure all dust and concrete is blown out of the hole
Place wedge bolts into drilled
holes, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer a
lightly drive the wedge bolts
down by hitting the nut (making sure not to hit the top of threads on bolt). T esl4eve of concrete edge bolt
ads to be at or below t e to
of concrete. Complete by tightening nuts.
LATERAL: (Model 1101 TC "V")
18. For wet set (part # 1101-W-TACA) installation simply install the anchor bolt into runner/tooter. For dry set in
mark bolt hole locations, then using a 5/8" diam. bit, drill hole to depth 3". Makel
Ilation (part # 1101-D-TACA)
dust is
masonry a a minimum of
ire all and concrete
blown out of the hole. Place wedge bolts (Simpson part #S162300H 518" X 3" or Powers equivalent) into=(D)
ncrete dry transverse
connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting th
nut (making sure not to hit
the top of threads on bolt), then remove the nut. The sleeve of concrete wed el bolt needs to beat or below
ffie top of concrete.
19. When using part # 1101 CVW (wetset) or 1101 CVD (dryset), install per steps ill ri 18. l
Notes: l
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • = STABILIZER PLATEAND FRAME-nEiLOCATION (Iveds iD
be baled wdh'll't 18 Wies of oa b of g w d pan arooncreb)
3. LOCATION OF LONGITUDINALBRAGNG ONLY
4. Lb,-"71TRANSVERSE & LONGITUDINAL LIOCAl10N5
=D NU-MRERAND LOCATION OF MODEL 1101 civil OI
BRACES FOR UP TO 4/12 AOOF PITCH
- •
i
F
HOMES WITH 5/12 ROOF- PITCH REQUIRE: PER FLORIDA ;REGULATION
6-system_s for home lengths up to 52' and 8-systems. for horses over 52' and i
plate and frame tie required at each lateral bracing -system.
11�®
1'. One stabilizer
' JFlorida approved 4' ground
anchors may be used in all
locations except where
home manufacturers speci-
fications for sidewall straps
are In excess of 4,000 Ibs,
These locations require a 5'
anchor. Per Florida Code.
Longitude dry
concrete bracket
part # 1101 D-CPCA
Wet bracket part #
1101 W-CPCA not
shown
ride approved 4' ground
;hors may be used in all
ations except where home
nufaclurers specifications
sidewall straps are in
ess of 4,000 lbs. These
ations require a 5' anchor.
Florida Code.
Transverse arm I-beam
connector L
<H - Transverse arm
Top (1.25")
bottom (1.5") �
D - Ground
Pan
transverse
connectors
E- BraceTubd
Top (1.25') �
Bottom (1.5")
Ground Pan
F- :'V" brace I -beat
connectors
\Y/
J - ground
V Bracki
page 3
revision 6/07
C = GROUND PAN I
D = GROUND PAN P ONNECTOR
U BRACKETS TFANSVERSE
E = TELESCOPINGV BRACE
TUBE ASSEMB W/ 1.5 BOT
n TOM TUBE AND 1.25 TUBE
INSERT
F = "V" BRACE I-B AM CONNEC-
TORS ASSEMB
H = TELESCOPING RANSVERSE
ARM ASSEMBI�
I = TRANSVERSE M I -BEAM
CONNECTOR
J= V PAN BRACKE-11
Model # 1101 " V"
Altemate Hole for
Narrower Beam Flange
Grade 5 - 1/2"
Carriage Boll l
I -BEAM CON
I - Transverse arm I-beam
connector — 1
<H - Transverse arm
Top (
i bottomm (1. (1.5' )
D -Concrete F �-% ° brace I-
U bracket connectors
transverse 2r�
_Y/connectors
� JW s
E - "V" Brace Tub
Top (1.25')
Bottom (1-
- Concrete
Footed Runner
Grade 5-1/2" x 1"
Carriage Boll & Nut
i/2" Model 11 CVD '"* -1W
'TOR BRACKET Model 110 1 CVW
not show
C = CONCRETE F OTER/RUNNER
D = CONCRETE UI RACKET TRANSVERSE
CONNECTOR ( nnects with grade 5 -1/2" x 2
n t m r=11� 1!2"" carriage t &nut)
E = TELESCOPING V BRACE
TUBE ASSEME� Y W/ 1.5 BOT-
TOM TUBE A i 11.25 TUBE
INSERT
F = V" BRACE 1-8 M CONNECTOR ASSEMBLY
(connects withi rade 5 -1/2" x 4" carriage bolt
& nut)
N = TELESCOPIN . TRANSVERSE ARM
ASSEMBLY
I = TRANSVERSE RM I -BEAM CONNECTOR
(connects with g l de 5 -1/2" x 21/2"" carriage bolt
& nut)
J= CONCRETE "V BRACKET (connects with
grade 5 -1/2" " carriage bolt & nut)
Model # 1101 C "T
I
i
?� OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555
1-800-284-7437 Fax: 931-796-8811
www.olivertechnologies.com