HomeMy WebLinkAboutPERMIT WORKSHEETSCANNED
1_4 -PERMIT WORKSHEET page -i oTd
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JStLut ie-
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PERMIT NUMBER L
,Used 11=67
6i;�-Home._
7
,,"---�---'-EDbIE-G',RUNDE D66-nii-64-; I H 1-1-1 8467,__11 7 _T
Installer_ _1
I ' T
_LL _1 .'; j
Home installed to the IVlanufacture�'s`Installafion Manual
'Address of home Home is installed in accordance with Rule I
1173 NETTLES
bem installed
!-_1FtN'.SENi
i - " I ' 11 -Z&i6ll F-]"_j "Wiffi'd- 6_111-17
'Singlb wid6 Wi5d n
L
1JAGOBS C�6_611516`_w'ide_� Decal EN, -------
F6 ength xwidth cie-
1 j Li 1 i TBD
1_4
1 !T13D_-_!__F__T_t', i Serial #
NOTE: iff home _�i— W067 -6- plan fiiiii ii siiijite fill dfone half of the blocking Triple/Quad
I It home -t sa—ffirtp_li� —orq 6a--dremainder 6t li
L
FtFdi�rs_tand 14.6f6ialArm System _6n'-anyfio -me (n&;�� or —used
PIER SPACING TABLE FOR USED HOMES
t J_ I
7_1 F s"t-a I I —er ",i - ift iti 51 s i EG, Load Footer
_j
16" x 16" 18 1/2" x 18 20" x 20" 22" x 22" 24" X 24" 26" x 26"
spacing I bearing size
Typical pier (256) 1/2" (342) (400) (484)- (576)- (676) V'
capacity (sq in)
8.
161 ---fUDU psf
tio of -ongitudi'h i Systems 1500 psf 6'
use ark lines to s ow these locations)
2000 psf
ii ud -I. al.,
2500 psf
3000 psf 8' 8' 8'
3500 psf
_Fj
1* interpolated from Rule 15C-1 pier spacing table.'
POPULAR PAD SIZES
PI PAD SIAES91--L-#--W
1 �X�2;5`
e pier pa si i Pad Size Sq In
16 x 16
r pier pad
i 18.5 x 18.5
ENGINEERING- ' -her pier pad sizes 16 x22.5
tg.) I ---T7-xM -37217-
1-7-
7 13 1/4 x26 1/4 34
10
J j
j _0j5e6)_ -1666ti f
'F r Draw fk�i �i diii iif6 Rrjs,qMaErL��, 20 x20
-&-nifi-g-s- _fo_&E_orgF6after, Use this 17 3/16 x25 3/1tj 441
_4
symbol to show e piers.1 M/2 x25 1/2 446
within 2-of,er d of -home per -Rule 24 x24
F-I List all m arriage wall openings grea'--t i5n 416`61 26 x26
theirr 6d below.
ANCHORS
J---- ----
F1
i&Fl56Z size
7,1F 4ft5
t
1A
I- T—
-1 FRA METI ES
7 F23X
;2,3 i 31
f_._I_j A.- _X
iffifii 2'ofend of
.__ispaced at oc x
k
Zone
fil
Ln
C6 j
1-8 ca te-Fa I
F-1
j
a
s Ize
rl
F
j
_7_
iii, i '1 1-91 1 IL -1"
r --r -1--1- 7 -j- -a-n 7
OTHER TIES
TIEMWN COMPONENTS I
L L' _J 1 JL1. J_1 _J_ !"j_ INUM
J __j_ J J __L
JI
Longitudinal Stabilizing Device--k- -6k- 4- 4-- 4 -S ongitudin4i tibili-4inoDiiilic&wl"tdei'l;grm�s IV16'Riigewallt i
'_Z
n. i -i1---,-�-�---t t -r
i _711V!5�dfic_turer
j-
r -r -i,- n 7 - T - -r-r-r i7-i n-i-r-r-r-t--(
i-n 'T r
-- -- .- T WOR H T page
� � L -
,._.�.__�•_. ' j 1--- G f f �--, i
PERMIT NUMBERf _ � �� � -
_ s_._. i � � j ! i I i !-,-_..,._.... .._._ _...i.._.._T_--.,— I , - -•--^-�• i _ F.._, i �,...,_I _..i__f _�.�._ '... __._ L_
Site Preparation
POCKET PE ETROMETERTES i �' k R iLi L{ ! #
Iu,;l + �, t i Debris and organic material lemo`ve`d `YES
ti
iThe pocket penetrometer tests are rounded -down to 1'500` psf ! iWater d�a`inage rvNatu�al Swale Pad �_ Other
_ I ? - ,
or check here to declare 1000 Ib. soil with testing ; -
_. r e -
i { pjj 3 pjf q ; astening multi wide Units
_ �4—
Xi � .-�X i X 15Q�`._ � 4.,... { k
,
Fastener LAG` i Length: '6 S acin 24
Walls: „ n
! , Type Fastener LAG Length 6 Spacing 24
POCKETPENETROMETERTESTINGmETHOD +Roof sT a Fastener GALV L`e' ' tS pacing:
� t , YP f 9 P 9�
_..._ I iFor used homes a min 30 gauge, 8"wvide galvan¢ed metal strip
___i._.., . c s. _. .._.__ L , �_._ -eL-_ _ i
1 Testth_e perimeter ofthe home at6 locations I {_�` i _Y� will be cenfered^overthe peakofthe roof and fastened with gafv
__....r....t�._�_-_�;,�, �..._,_.,..� _..,..,......_ + _ R = i `roofi� 2"on cen_t_er_on both sides of the centerline
2 Take the reading at the depth of the footer.
_ h _. j_ .. to ~,
Gasket (woath rproofing roquiromont4)
3. Using 500 lb. increments, take the lowest_„. --._'_I._._{ ..__.i
reading and round down to that increment. , -� � ` El understands properly insta'lled�gasketis a requirement of all news and"dsec
I homes and that condensation mold, meldew and buckled mama ewalls are
a resultofa oorI installed or�no askefbein installed:�I undersgtana a stn
{ ( ;
15Qrj X'15�T `X 15Q of tape will not serve as a gasket.^^ F _
installer's initlals�E
{ i
G
TORQUE PROBE TEST
FOAM
+ i 1__. ._; ' I ` l ? Type gasket. ._ _ Installed -
The
results of the toque probe testis inch pounds or check Pg. _ Between Floors Yes X'___
f�here if you are"declaring'S' anchors withouftesting _ Atest IV;. �,{Ta T { Y �iBetween Vl/alls Yes jC
?showing 275 inch pounds or less will require 5 foot anchors. i I ( ; Bottom of ndgebeam Yes X
t._.,�.-.--. ' _i t ...�.
jNote' stateapprove lateral arm system is being used and 4 ft j��
i E anchors are allowed atthe sidewall locatons. I understand 5 ft �;, _ eat erproo ing
? i sanchors are re uired at all centerline tie oints where the for ue test 1 i I i ! l ;
s i A .
f ! ? reading is 275or less and where the mobile home manufacturer mayw The bottom board will be repaired and/or taped. Yes X Pg
f ,requires anchors with 4000 Ib holding capacity+ '_..i_ + Siding on units is installed to manufacturers specficatsons. Yes X
EG i jlnstallers initials i ? �_ IFi�replace chimney installed so as not to allow intrusion ofrain water Yes X._
_ !_ {. } . 1. i-
EJ ;
TEST$'MUST BE PERFORMED BY A LICENSED INSTALLER 7 I { '! Miscellaneous
t-=-.i
i EDD.IE:GRUNDEL ;- ° i+-' i r , ;Slc'irtin to tie installeii. Yes-X No Installer Marne t _ 9__,
_e _ __. _
!_ ! _ :•__ + ! _{ i_._f__w. w _.__.! i I Dryervent installed outside of skirting 'Yes_ N/A
jDate Tested. i , t i s I ! t i i P 1{ ;Range down verit installed outside of skirting. Yes X N/A
f "` " ►-'! '; ; i ; DDram lines supported at foofirife`rvals. `Yes
-+ I - j`' ' Elecfrical crossovers profected.'Yes
Other -
ectrica
, i.—? ..�_. Z i. I i i 'I—)
} ... , ? `
onnect eelectrical conductors betviieen mulfi wide units, butnotto the main"poweri _i j_ _ _.� ,,___ ` '__'
5urce. This includes the bonding wire between mult wide units. Pg.
7 t --, i -- -.�_ ;-, T —I— € i - r `-j 4- e i i i ; i f Installer verifies all information given with this permit worksheet.
um bing i is accurate and true based on the
i _i____.__,. manufacturer's installation in uctions and or Rule 1 5C-1 & 2
onnect all sewer drains to an ewsting sewer tap or septic tank Pg
�.._ ! __t__ _,'_ ' ,:`..,_ _ ` _` _ I .... '__ i Installer Signature Date
onn_ect all potable water supply piping t_o an ewsting water meter wafer tap or other i
�rJcnenidnnf �erolcr c��t+nl�icvc toms Sri , I �,'^�-_4 +.__ - _ - -T `F .
32'
PROPOSED PLAN
18' DIMENSION5
AREA APPROXIMATE
PLAN AS SHOWN
in
N
Certification of Engin-eered Flood Openings
In accordance with NFIP, FEMA T13 1-08, and ASCE/S' le-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 Walls and Walls of Enclosures Below Elevated Buildings in Special Flood Hazard Areas", and the ASCE
Standard for "Flood Resistant Design and Construction" (ASCE/SEI 24-0S). 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 (Aj. This equation is based' on the hydraulic formula for the flow rate across sharp edged'orifices. 1 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 (A.) 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 i 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
1Model
H[in]u
A.
[in']
A.
[ft2]
❑
816CS
8 x 16
106
205
❑
.1220CS
12 x 20
237
Soo
❑
1232CS
12 x 32
306
645
❑
1616CS
16 x 16
284
395
❑
1624CS
16 x 24
312
670
0
1632CS
16 x 32
408
835
❑
2032CS
10 x 32
630
1240
0
2424CS
24 x 24
570
1230
❑
2436CS
24 x 36
852
1765
requirements and limitations are not enforced:
• There shall be a minimum of two openings on different sides of Table 1 Maximum total enclosed area (AL.) that can be
each enclosed area; served by each individual model based on the
• The bottom of each required opening shall be no more than 1ft given net area of engineered openings (A j
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 accountfor the higher rates of rise and fall.
Certifying D.eslgn Professional.
Name, Title Steve A. Gec4 President, Get! & Associates Engineers, Inc.
Address 2950 N 12`hAvenue, Pensacola, FL 32503
License Florida Professional Engineer, Lice se o. 33658
Signature
_ r-
No. 33658dw
STATE C
.��
hdentifcaton of the Building=and Installed Flood Vents YBy Others) *,,.ONAL
The flood vent models marked In Table 1*) are being installed at the following building:
Building Address
1 /'
FLORIDq lNST OLIVER
TECHNOLOGIES INC.
DEL p v I SERIES770N INSTRUCTIONS FOR THE
AL T L O Q
MODEL 11pi' ON Y Page P,
LONG1Tt1DlNAL ONLY» (STEPS 1-15) T 1ev;s;o„ �,;
ENGINE FORADDG LATE FOLLOW ' '
ENGINEERS STAMP FO/� CONCR R'QL ARM ; Follow 1_9 i
APPL/C,qT/ONS Flow Steps 1Q15 r 1
1• SPECIAL CIRCUMSTANC Follow 16-19
aj Pier height exc ,ES: If the followin 1
eeds 48 h) ben g conditions occur -
e) Location is within 1500 feet of cLe Length of home
STOP! C°ntact Oliver Techn°!o je I ENGINEERS STAMP
me exceeds 76' c) Roof eaves exceed 16" d
9 s at(I 800-284-7437
l LL�arl N o ) Sidewall het ht exceed 96" 2• R@move weeds and debris in an approximate R ND N f
3. Place ground pan (C) directly belowchassis st-beam °t s I
SPECIA NOTE• square to expose firm soil for each ground
other pier. It is E:recommendedTheudinal that -after leveling Press or drive pan fi pan , ) ow soil.
brace system serves as a pier under the home
rmly into soil until flush with o
to piers, complete Steps ng piers, and one-third inch 1/3" and should be to dlas any
p 4 through g below then remove jacks.
( )before home is lowered �,
mpletely on
NOTE; /HEN INSTALLING THE LONGITUO1NaMSIALL S1�STEM
PROBE SHOULD BE USED TO DETERMINE CORRECT Typo®P ®NGITtJ®INAL „`t„
ON�V, A MINIMUM OF 2 SYSTEMS ER FLOOR SECTIQ I IS REQUIRED. SOIL
i )5 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBEANCHOR GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5.4 1L CLASSIFICATION, IF PROBE TE TEST
TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT A READINGS ARE BETWEEN
POINTS(PERTF�oR FLORIDA RECxj ALSO RE IREDRONMAY
HOM SUSED.
WITH VERTICAL TIE CONNECTION
SUPPLIED
4. Select the correct square tube brace
(E) length or set
used as ub is alw2ys
the bottom part of the longitudinal arm)• Note: Either tube can be use
p (pier) height at support location. i 40 to 45 degree angle is maintained. d by itself, cut and d rill d it length as long as a
PIER HEIGHT 1.25"ADJUSTABLE
(Approx. 45 degrees Max.) 1.50" ADJUSTABLE
7 3/4" to 25" .
Tube Length
Tube Length
22"
24 3/4" to 32 1/4" 18".
_ 32"
>. Install (2} of the 1.50- square tubes (E {18" tube) ) into the "U" bracket (J),
adjustment. insert carriage bolt and. lee le nut loose for final
i. Place I-beam connector (F) loosely on the bottom flange of the I-beam.
'. Slide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and fasten 11 osely with bolt and nut.
i. degree and not below 40 degrees.Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place. The angle Is t to exceed 45
i. After all bolts are tightened, secure 1.25" and 1.50" tubes using four(4) 1/4"-14 x 3/4" self -tap
ping sere, , in pre -drilled holes.
E
THE MODEL 1101 "V" (LONGITUDINAL &LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZE t PLATES & FRAME TIES.
NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4". I
FOUR FOOT (fl GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPEC FIES DIFFERENT.
3. Install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructions OTE: Centerline
anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall 1 chor loads in excess of
4,000 lbs. require a 5' anchor per Florida Code.
1. NOTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabillzig location. This frame tie 8,
stabilizer plate needs to be located within 18" from of center ground pan.
2. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The lei igths 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.)
3. Install the 1.60 transverse brace (H) to the ground pan connector (D) with bolt and nut.
1. Slide 1.25" transverse brace into the 1.50" brace and attach to adjacent I-beam connector ( I ) with bdl and nut.
3. Secure 1.50" transverse arm to 1.25" transverse arm using four 4 1/4" - 14 x 3/4" self-tapr)M2 screwy in re -drilled holes.
File COPTV
Florideraporoved 4' ground
anchors may be used in all - -~a ^^-
I page 3
locations except where _ _
home manufacturers sped-
revision 6/07
ficalions for sidewall straps
are in excess of 4,000 Itls, I - Transverse arm I-beam I I
1, fill 11111111 1 {-fill it
These locations require a 5' connector ; 4�3
\
anchor. Per Florida Code. / '
<H - Transverse`ann
Top (1.25")
bottom (1.5•) C = GROUND PAN
D = GROUND PAN ONNECTOR
1
D -Ground F- %r brace I-beam U BRACKETS SVERSE
Pan
connectors E = TELESCOPING BRACE
transverse
•
connectors TUBE ASSEMB W/ 1.5 BOT
\ / J - ground Pan TOM TUBE AND 1.25 TUBE
V Bracket INSERT f
F = "V" BRACE 1-13r NM CONNEC-
Tu TORS ASSEMB
E- 1.c 25'H = TELESCOPING, RANSVERSE
Toopp (1. )
N Bottom (1.5") ARM ASSEMB11
- Ground Pan I = TRANSVERSE A M I -BEAM
CONNECTOR I
J= V PAN BRACKEj
Model # 1101 " W
Longitude dry.
concrete bracket
part # 1101 D-CPCA
Wet bracket part #
1101 W-CPCA not
shown
Florida approved W 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
transverse
connectors
- Transverse arm I-beam
connector —�'
� <H Transverse arm
---i Top (1.25")
bottom (1.5" )
Tubb/ \%
- Concrete
Footed Runner
F- :'V" brace I-beam
connectors
J - Concrete
"V" Bracket
t
lodel 11 0'h CVD
Model 110h CVW
not show(1
I
C = CONCRETE OTER/RUNNER
— D = CONCRETE Ul6 RACKETTRANSVERSE
CONNECTOR I( nnects with grade 5 -1/2" x 2
11 f__j�11 1/2- carriage t & nut)
E = TELESCOPIN V BRACE
TUBE ASSEM Y W/ 1-5 BOT-
TOM TUBE A i 11.25 TUBE
INSERT
F = "V" BRACE I-B CONNECTOR ASSEMBLY
(connects with rade 5 -1/2" x 4" carriage bolt
& nut)
H = TELESOQPINI I TRANSVERSE ARM
ASSEMBLY I
I = TRANSVERSE RM I -BEAM CONNECTOR
(connects withgl 1 de 5 -1/2" x 2 1/7" carriage bolt
& nut)
J= CONCRETE "V[ BRACKET (connects with
grade 5 -1/2" x " carriage bolt & nut)
Model # 1101 C ,,V,,
I
OLIVER TECHNOLOGIES, INC. File C6
Telephone:931-796-4555
1-800-284.7437 1 Fax: 931-796-8811
www.olivertechnologies.com
c) Footers must have minimum surface area of 441 sq. in. (i.e. 21" square), and must be a minimum of 8" de
¢) �Jf 0 fuel slab is used, the depth must be a 4" rr, am at system bracket location, all other specific - a m
Special inspection of the system bracket instal i is not required.. Footers must allow for at leap., nor
of the concrete.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
LONGITUDINAL:.(Model 1101 LC "V")
17. When using Part # 1101-W-CPCA (wetset). simply install the bracket in runner/footer OR When installing in
101-D-CPCX(dryset). The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete
S162300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locath
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.
L ATERAU (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 518" 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
'the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or belov
18. When using part # 1101 CVW (wetset) or 1101 CVD (dryset), install per steps 17 & 18.
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • = STABILIZER PLATEAND FRAMETIE LOCATION (needs to
bebcab3dv n 18till dol ofgwidpanora meb)
3. g]-- LOCATION OF LONG1 rUDiNAL BRACING ONLY
4. N__T_ &LONGfiI�fS UDINALLOCAT
►iTl,
-
ALL WIDTHS; AND LENGTHS UP TO 52'
•
ALL WIDTHS; AND LENGTHS OVER 52' TO 80'
•
•
•
be per local jurisdiction.
e concrete bolt to the edge
dge bolts (Simpson part #
>, then using a 518" diameter
Place wedge bolts into drilled
i lightly drive the wedge bolts
lation (part # 1101-D-TACA)
e all dust and concrete is
mcrete dry transverse
nut (making sure not to hit
C
r-.
HOMES WITH 5/12 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS'
6 systems •for home lengths up to 52' and 8 systems for domes over 52' and up 0' One stabilizer
plate and -frame tie required at each lateral bracing system.
VIA
.Ile ®3'