HomeMy WebLinkAboutPERMIT WORKSHEETpage
PERMIT WORKSHEET
L L_ -j
-7-7
PERMITINUMBER
!Used Home New HoH&
L
1'8467' T
e J er,
Home t and&6furer's Instal lafion Manual -
I J
is
I -,- __j__ _EJ ed-iif ad&o-fd- -
Pdd_r_&_S_S_Ofli_0166_1 _1CF76 bd_E_ANbR#847 I ! 1 11 �ince with Ruli 15
44-- ------ T
eing installed _L-11JEN'SENi 1 __1 --L- L I L-1
o F79
T
'-JACOBS
4_
'--;--2 ;jXW071 I Iii 6-tallation Decal
re jLength xwidth
J.
B D.
'i_JV6TE:_F home is a siihcjl&'Wid6 fill out one h�ilf o_i_th�e_blilocking plan j 1 n I u # !77
j 'if home is or sketch in remiiih_diir_6f h"o-mie- i �_J
v 1 t 1 1
1-LJ -0-
- ! L
1� 1-understand--Lateral riil Arm Systems ____'__car_n__ot_l� �euiii�d� -on-any -h &-rh e (new or used) �_
PIER SPACING TABLE FOR USED HOMES
i^VM
where the sia aill fi6s &Z6(id 6Y4 ifi-.. L
7EG ;Installers'_iiiifi'a_li� Load Tooter 144---j--____
16" x 16" 18 1/2" x 18 20" x 20" 22" x 22" 24" X 24!' 26" x 26"
. . . . . . bearing size
Ty-pic-a-1-peer -s-, acing
P L-7;), 1 (256) 1/2" (342) (400) (484)- (576)- (676)
j�_
T, -I-T capacity (sq in)
eraL 1 ,
_J1
1000 Psf
8.
:-ongitu inal andatera Systems 1500 psf 4 61
&
i 2000 psf
(use dark lines- - -------- — --- -- - - ----
2500 psf
3000 psf
7 8' 3500 psf
'F interpolated from Rule 15C-1 pier spacing table. 1 i j i
POPULAR PAD SIZES
I PAD SIZES __j
si4__ -11, 57
r ze FI�X�2_ Pad Size Sq In
1 F-1 F-1
16X16
F�
16x18
L_j en e r pier size j
18.5 x 18.5— _3_42T__
-SEE! ENGINEERING---'
x
he pier a sizes
i _(i&q_1iffie-d t 17 x22
?
--- ---- 7 -F __TT174. x 26 1/4 348
of marriag
t I--
F_17� 'F 420 x20 4
Dra he rox
'--olr)e-ni-n-gs-4-fio-o-IFoFg-FeaCf&'FCJ�ie'itiFs- 17 3/16 x25 Tfi-T
I 0-9K&W-f K,
---Tf-, -- r
-T- _;-ii�bo 17 1/2 x25
piers
'Rule 15r---
_rnwriagewall-piers within 2- -endl-oi-ho'rne
24 x24
"'-th'an 4_f6& 26 X_M__
1 F-1 i marriage.wall openings greater
than
_A
ANCHORS
-4
_0 size j I
_j
J_i
r -1717-
5 tt
r--, -:71 1 4
t 3, J_ , L
, —7
7�
2.
T 17 -17'
1 2 5
LA
r 1 1ETIES
.._.,.Sr..._.7`71
within &f_6n_a'&f
T. r -
-sp-666- -a-t-5`42" oc X
r r
id
L
locations of i5f
_J_
F1 F-1
LJ
F
}wall_j:
e,
F-1 1 st
:and
(�ning
r
17X
J_
i f f 1� i i
-r -r -T ..rl 1. r - 4-1- n- _l*__1_T_1;1_r_-jj-- HER TIES i N OTHER
IEDOWN COMP 7-
1. 9.
_1 Urn
f
_1 - 1_1 J_J
-on jitudinal Stabilizing Device (L LSD ,Sidewall
K.6ih,_ f6 ------ I'
A-4--L. -.4
rt-rer OLIVER Lonq[tLJ ina
Device WILateralArrmns flVl6iriage wall I.
I
1!1,11 t(:ilil lil., 11 if�ll 1.11 1 1'1,i [Longitudinal Stabilikirig
-I-- -r,- v -r -i-i r i-7-r - k
Q4_n 616816 FeF
-r,i 7-
PERMIT W H EET 3 page z oT z _
PERMIT NUMBER
t I
I i f site reparation
i POCKET PENETROMETER TEST. i E
I_..,_ s 1.� ; [._�.'.�.-�_ I._ I ' i__ __ ,Debris and organic material removed Y S
1500 - __. _ _ _.. ___ _
;The pocket penetrometer tests are rounded down to _ psf [ i 1 _ �i ;Water drainage Natural Swale Pad Other
orcheck here to declare 10001b. soil Jwithouttesting j_ I p 1. �[ V
astening�multi wl a units
sX115QS__._
- tr
lFloor rType Fastener: LAG Length 6" Spacing 24
i
!, . _j 1, E . l _ ; ! _.. [• . i . �...�__., ` Walls ;Type_FasteneF. LAG Length6 r Spacing 24
POCKETPENETROMETERTESTINGMETHODFROOf Type Fastener GALV :Length: Spacing:
..__.For used homes a miri: 30 gau a 8' wide, galvanized `metal strip t
_ .� g
1. Test the perimeter of the home at 6 locations ;� ,�Y I . i E._ !._ i will be centered over tFie peak of the roof antl fastened with galy + ;
oo_fin nails at2, on center both sides_ofthe centerline ;
, w_ _
;2. Take the readin
__
g at the depth of the footer.
_ - _ � l
.[.., , _. Gasket (woathorproofing vrogluiromontf) /
3. Using 500 1b: increments, take the lowest t.___ I [ __.'_ '_.•r ±_... _' _ i s__`.__) '_. _v __,.. _t.._.t _'
reading and round down to that increment. i ! ,I understand a properly installed gasket is a requirement of all new and used
_F _'__,4 i homes and that condensation mold meldew and buckled marriage wallsvare
'aresult of a poorly installed or no gasket bein`ginstalled. '1 understand as rip
i, Xr15QS X!15� ^, ;Xi15 `k [ of tape wwill notiserve as a -gasket!
�Installer's�initials EG
�CTORQUE PROBE TEST ! f
f
r Type gasket FOAM Installed
_ _-__ - 285 - y Between Floors Yes X
(The results of the torque probe testis inch pounds or check`
here f�ou are declarin 5 anchors wittSouttestin Atest _. f I i ,Between Wall -��-
a , r [ t s Yes Xr._
y 9 g Bottom of yid ebeam� Yes X
showing 275 inch pounds or less will regwre 5 foot anchors. ' 9
r i r..... ,,.,„..... �. ;_ I „_- I � _ ; „-�.
h t I .._ L_ - _ L_. __ _: _ �. ,., -
(Note: iAstate approved lateral arm system is bein usedTand 4 fit.' I i -
anchors are allowed atthe sidewall locations. I.undersfand 5 fit , _ eat erproo ing
__. _ .w. __; __.__ . _�._ __ _
;anchors are re uired at all centerline tie Dints where the tor`ue.testE
i dreading is_275 _or less and where the mobile home manufacturer may y [71ie bottomboard will be repaired and/or aped Yes X"" ' Pg
f I_.-, !requires anchors with 4000 Ib holding capacity Siding on units is installed to manufacturers specifications^ Yes X.
EGA Installer's initials _ i i ;Fireplace chimney installed so as not to allow intrusion of rain water. Yes X
n -- --
� rALL�TESTSIIVIUSTBE�PrERFORIVIEDBYALIC_� � ' _._..� .��._.- � i_. .....� .
_. .,.
-- j - i Miscellaneous
ENSEDINSTALLER
l ,M
, •
Ilnstalle�Name + EDDIE',"GRUNDEt?"`-i ' `;-" s [ "JSkirti g to be installed." Yes.X_
Diyervent installed cutside of skirting Yes X �N/A M
'Date Tested
!=RDra
-w
eoeofskiinadon Yes
ainines .s.u_p,p—ortedat4footintervals.Yes N/A
Electrical crossovers protected:'Yes
Other i i i Y1 r i i
ectrica
�
onnect electtical conductors betviieen multi -wide units, but notto the main power
. ourceThis includes the bonding wire between molt -wide units. Pg
I , ..�_F._._ _ _ i r Installer verifies all information given with this permit worksheet
um bing } is accurate and true based on the
manufacturer's installation instr etions and or Rule 15C-1 & 2
onnect all sewer drains to an e)asting sewer tap or septic tank. Pg
water tap s _ I Installer Signature Date
onnect all potable water supply piping to an ewsting water meter or other`
_ . _w , . _..
rl.�nr�nrinnf•�arotcr cttNrtily evc+c rM�C ian -.•.. - I ( , ? -•�-' �-.•.'^. �•. . __�__.,...._`.. >__: i__'..._(. t-.y-...-.} i l
Certification of Engineered Flood Openings
In accordance with- NFIP, FEMA TB 1-08, and ASCE/U4 24-05
I hereby certify that the Crawl Space Door Systems flood vents 816CS, 1220CS, 1232CS, 1616CS, 1624CS, 1632CS, 2032CS, 2424CS,
and 2436CS are designed in accordance with the requirements of the NFIP "Flood Insurance Manual" (2011) to provide automatic
equalization of hydrostatic flood forces by allowing for the entry and exit of floodwaters, when properly installed and sized as set
forth below. This certification follows the design requirements and specifications established in FEMA Technical Bulletin 1-08,
"Openings_ in Foundation Wails and Walls of Enclosures Below Elevated Buildings in Special Flood Hazard Areas", and the ASCE
Standard for "Flood Resistant Design and Construction" (ASCE/SEI 24-05). The actual vent opening measurements were determined
and certified by Mr. Christopher Mark Loney, Virginia PE No. 029000, Calculations are based on the spreadsheet formulas, and
"Review of certification of Engineered Flood Openings, dated January 16, 2012" prepared by Dr. Georg Reichard, Associate Professor
of Building Construction, Virginia Tech.
Design Characteristics
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 (Q. 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 (AL.) 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
AU t f d•
*)
Model
HxW
(in)
A.
(in)
Ae
(ft'l
El
816CS
8 x 16
106
205
El.122008
12 x 20
237
Soo
[I
1232CS
12 x 32
306
645
0
1616CS
16 x 16
184
395
[I
1624CS
16 x 24
312
670
El
1632CS
16 x 32
408
835
❑
2032CS
20 x 32
630
1240
El
2424CS
24 x 24
570
1230
El2436CS
24 x 36
852
1765
requirements an imitations are no en orce Table 1 Maximum total enclosed area (AJ that can be
• There shall be a minimum of two openings on different sides of served by each individual model based on the
each enclosed area; given net area of engineered openings (Q
• The bottom of each required opening shall be no more than ift
above the adjacent ground level;
• No temporary (e.g. during cold weather) or permanent solid cover may be placed into or over the flood vent that would block
the automatic entry or exit of floodwaters at any time;
• Where analysis indicates rates of rise and fall greater than 5 ft/hr, the total enclosed area as given in Table 1 shall be reduced
accordingly to account for the higher rates of rise and fall.
Certifvin$ Desisn Professional _ oal of I f I)y,._
Name, Title Steve A. Geci,President, Ge6 & Associates Engineers, Inc.
Address 2950 N 17"' Avenue, Pensacola, FL 32503
License Florida P.rofessionai Engineer, Llcen-sS-Nlo. 39658
Signature
r
..
•••
N.4
No.33656
i SATATE OF
6— to
hdentifleation of the Building and'lnstalled Flood Vents (By 0thers)-'ii,,VNAL.y%`
The flood vent models marked in Table 11 are being installed at the following building:
Building Address
OLIVER TECHNOLOGIES, INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101 "V" SERIES ALL STEEL FOUNDATION SYSTEM
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
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
INSTALLATION OF GROUND PAN
page I
revision 6107
ENGINEERS STAMP
0-284-7437 :
exceed 96"
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 firmly into soil until flush with o elow soil.
SPECIAL MOTE: The longitudinal W" brace system serves as a pier under the home and should be log( ed as any
other pier. It is recommended that after leveling piers, and one-third inch (1/3") before home is lowered c mpletely on
to piers, complete steps 4 through 9 below then remove jacks.
INSTALLATION OF LONGITUDINAL "!/" BRACE SYSTEM
NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTIOT IS REQUIRED. SOIL TEST
PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TEs T READINGS ARE BETWEEN
175 & 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBE TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT d1 HOR MAYBE USED. USE .
GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5W' . VERTICAL TIES ARE ALSO REW , IRED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA RE11) . I
4. Select the correct square tube brace (E) length for set - up (pier) height at support location. (The 18" tub is always
used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled t 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 3l4" to 25"
22"
18"
24 3/4" to 32 1 /4"
32"
18"
I
33" to 41"
44"
1 , F
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 le;
adjustment.
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 I-beam connectors (F) and fasten
8. Repeat steps 6 through 7 to create the W" pattern of the square tubes loosely in place. The angle is I
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 3/4" 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 (0 GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SF
10. Install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instruction
anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall
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 stabili2
stabilizer plate needs to be located within 18" from of center ground pan.
12. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The
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 t
15_. Secure 1.50" transverse arm to 1.25" transverse arm using four (4) 1/4" - 14 x 3/4" self-tanDina scree
nut loose for final
osely with bolt and nut.
to exceed 45
in pre -drilled holes.
PLATES & FRAME TIES.
;IES DIFFERENT.
OTE: Centerline
;hor loads in excess of
location. This frame tie &
gths come in either 60"
and nut.
n Dre-drilled holes.
i.
OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555
1-800-284-7437 Fax: 931-796-8811
www.olivertechnologies.com
d) if a full slab is used, the depth must be minimum at system bracket location, all other s 'cations m
Spacial inspection of the system bracki , 1911ation is not required.. Footers must allow for ast 4" fror
of the concrete.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
LONGITUDINAL: -(Model 1101 LC ' ')
17. When using Part # 1101-W CPCA (wetsetl. simply install the bracket in runnerlfooter OR When installing in
101-D-CPCA=(dryse0. The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete
S162300H 518" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locatit
masonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the hole
holes. then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer,
down by hitting the nut (making sure not to hit the top of threads on bolt). The sleeve of concrete wedge boll
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/footer. For dry set in
mark bolt hole locations, then using a 5/8" diam. masonry bit, drill a hole to a minimum depth of 3". Make
blown out of the hole. Place wedge bolts (Simpson part #S162300H 5/8" X 3" or Powers equivalent) into (D
connector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting I
the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or belov
19. When using part a# 1101 CVW (wetset) or 1101. CVD (dryset), install per steps 17 & 18.
Notes:
1. LENGTH OF HOUSE 13 THE ACTUAL BOX SIZE
2. m = STABUER PiATEAND FRAMETIE LOCATION (reeds to
ba fold vim 18 hdm ofcar& dgrou-d pat orb)
3. LOCATION OF LONGf iUDIKK BRACING aCY
4. L�3{TRANSVERSE&LONGJDNALLOCATIONS
ALL WIDTHS; AND LENGTHS UP TO 52'
z
ALL WIDTHS; AND LENGTHS OVER 52' TO 80'
ill
be per local jurisdiction.
e concrete bolt to the edge
dge bolts (Simpson part #
s, then using a 5/8" diameter
Place wedge bolts into drilled
r lightly drive the wedge bolts
nation (part # 1101-D TACA)
,e all dust and concrete is
►ncrete dry transverse
nut (making sure not to hit
c:1
C❑•
Iwo'
HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS'
6 systems for home lengths up to 52' and 8 systems for homes over 52' and Upit0'. One stabilizer
plate and frame tie required at each lateral bracing system. I
Honda approved 4' ground
anchors may be used in all
locations except where
home manufacturers speci-
fications for sidewall straps
are ir) excess of 4,000 Ibs,
These locations require a 5'
anchor. Per Florida Code_
D - Ground
Pan
transverse,
connectors
N-
I - Transverse amt I-beam
connector
CH - Transverse arm
Top (1.25')
bottom (1.5') 1
E - "V" Brace Tub ���
Top (1.25)
Bottom (1.5")
Ground Pan
Longitude dry
concrete bracket
part # 1101 D-CPCA
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
F- :"V" brace I-beam r
connectors
\�./
J - ground Pan
V Bracket
C - GROUND PAN 1
D = GROUND PAN ' ONNECTOR
U BRACKETS I SVERSE
E = TELESCOPINGI BRACE
TUBE'
ASSEMBL W/ 1.5 BOT-
TOM TUBE AND 1.25 TUBE
INSERT 1
F = "V" BRACE 1-B t M CONNEC-
TORS ASSEMB
H = TELESCOPING; RANSVERSE
ARM ASSEMBQ
I = TRANSVERSE A M I -BEAM
CONNECTOR
J= V PAN BRACKET
I
Model # 1101 "V"
Alternate Hole for
I-beam a c amp
(1) Per Assembly
Narrower Beam Flange
Grade 5-112" x 1"
Carriage Boll & Nut
Grade 5- 1/2" x 2 12"
Carriage Boll & Nut
I -BEAM CONNECTOR BRACKET
Transverse arm I-beam
connector I—
<H- Transverse arm
------- Top (1.25)
bottom (1.5") �
E -'V" Brace Tuba/ \%
Top (1.25")
Bottom (1—
Concrete
Footed Runner
F- :"1/' brace 1-beam-
connectors
J - Concrete
"V" Bracket
r
Model # 1101 C "V,,
OLIVER TECHNOLOGIES, INC.
1-800-284-7437
page 3
revision 6/07
Model 110� CVD
NEY
Model11( 1 CVW
not shown)
I
C = CONCRETE F ° OTER/RUNNER
D = CONCRETE Ul RACKET TRANSVERSE
CONNECTOR ( nnects with grade 5 -1/2" x 2
112- carriage d t & nut)
E = TELESCOPIN V BRACE
TUBE ASSEMi3 Y W/ 1.5 BOT-
TOM TUBE AN 1.25 TUBE
INSERT
F = "V" BRACE I-B" M CONNECTOR ASSEMBLY
(connects with! rade 5 -1/2" x 4" carriage bolt
&nut)
H = TELE$COPI(V . TRANSVERSE ARM
ASSEMBLY
I = TRANSVERSE RM 1-BEAM CONNECTOR
(connects with g` I de 5 -1/2" x 21/2"" carriage bolt
& nut)
J= CONCRETE V? BRACKET (connects with
grade 5 - 112" x " carriage bolt & nut)
Telephone: 931-796-4555
Fax:931-796-8811
www.olivertechnolog)es.com