HomeMy WebLinkAboutPermit Worksheet-misc papers PERMIT WORI'6SHE i I Pabe •i or.:
PERMIT NUMBER
_- -- -- - New Home Used Home -
Installer EDDIEGRUNDEL, e
'Licens # "1H1"1"18467` -
® ❑ --
Home installed to the Manufacturer's Installation Manual"'.- '
Address'of home .478.NETTLES BLVD Home is installed in accordance with Rule 15=C -
being i:ristalled _ _' _
le"wide _ Wind Zone II Wind Zone III
Sing
- - -
Manufacturer, JACOBSEN Length xwid 20X35/36 - Double wide ® Installation Decal# TBD
Manufacturer
E: if home is a single wide fill out o _
rie half of the Triple/Quad Serial# 'TBD
NOT
homeisatriple or quad wide sketch in remainder ofhom-e
I understand Latera_I Arm Systems cannot be,used on any home(new or used) - MES
where the sidewall ties exceed PIER SPACING TABLE FOR U HO
Installer's initials TG
YP P - 1: .1 ,
Typical ler 6 x 1 8 1/ 1 0 x 2 2 x 22 4 X 24 6 x 2
spacing 1 (256) (400)
11/2"2 (400) ,1 2(484)' 2(576)' 2(676)„
Load Footer x 8
bearing size
capacity (sq in)
_.,2
—Ps
_.._ _
ShoGi locations of Longitudinal and Lateral Systems psf 61
iongifudmai
(used ark lines to show these locations) ps
ps
p3000
s G N r
i rpolated fro_rnfule 15G1 piers cpm I
z m POPULAR PAD SIZES
5 n
- - „ aP_IER PAD SIZES
- � - - - 17
'
-b m pier padize: x q n
ea _ a Size
16 x
PLi 4 Lierimete• i pad-size 16Xr : < x18 288
ther r 1 e - � b o'�' x
---- 22.5
--- ------=----------------=--- ---- ❑ --- -- - S_,���so p r"900 x
- - --- ----- u p -
(Orequired bite rn g. -�m x
in � 4 1 4
F1' Draw tie appro)amate locatiiofli �ria x 4
_
marnagewall p within 2'of end-of-home S a!x001 OI$gOW he piers. a (fit x _-7-177X
Li I t lid
pn
_. f-home per Rule 15C Y" '_,�_ -5 �y N
24 X
- g2lwall openings greater than 4"foo x
Listall marria
26
- -
- - --, ANCHORS
and their pier pad sizes'beloW.
-r-r i= 1- 1- r-r-r=r-rr11"�- r_r-1--r-1- - -r-r-r-r-1-�- - �r�r� �/T-r-r- p _. Oft X 5 f
�.
Opening Pier pad�size
1 1 1 1 1 1 1 i 1 1 1 61_....1.___1- i 1 1 1_i_ 1 1 1 1 1 1 1 1 1 1 1 1 i. 1 1 .. _ ,
r-r-r 1 -1-;-r-
r r 1, 1 ,��^ .ter 1 1 1 r >,---rr- ---,-r-T. -----
1 _ pp � ��„ q--- -4-�y- n y .1-5 . 17X22:5
i- i- .,1'_i_L_L__!_J_Su11_- .J_t•^s8.+:1- v-Jlf,e -�I-UJL9�ll1�1_ __ _
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 3G))LrJDdR:C� 1 1 1 1 1 1 1 1 ,
L.L_I_ -J_.l-L-L-L-' --1-1-4-L_L-1- -J- •Yd� ' ' 1 1, .1_- �.. _ --,within 2FoendT�l I� -
J_J_1._.L_L-1__I_J •J-1,_.L L-L,_I_J_J
' Ii.ESr4� ;--L J I 1 '
1 1 1 1 1 1 1 1 1 1 1 -q��{``, ome X
r-1"-,-••1-•+-•r_.r-r -1-•-1-1-�.-rz -r-r 1-•1. illi[
i�"' 'spaced at 5'4"oc x _
r-r-r-i--1- -•r-r-r-r-�'1-;�-7'_`;S7-r-r-1--�-p��•�j��� R AT7�•1 4i 7�w TF
C�7-n fDTr�17CT'T IlL .
t 1 1 1 i 1 1 1 1 1 1 i 1 i J�1 1 1 _I_ 1 _r_5"Sa.ilLr PV"_ 1 . r •F• . �)£ FI, 1,011 U®iJ _ .
r_r-,-;- -� �-i--'- �_, ES
___J__ L_ - _J_1._._._-L_ - J._.1_ _ ___.11 ._'L__ _._ ____.__+i��•C._ TI EDOWN COMPONENTS
OTHER TI
-. 'lNumber,
___ _ ..�;.-�.•.___ •
1 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 LongitudinahStabrhzm_4 Device(LSD) Sidewall
1-4-L_L I_J_f-;._L_.4-L_I--1--1-i-4-L_F--1_J_.1-i F-L.-L_I-J_J 1_F-N-F.-1-J _ ... . ..:. _. _
1- 1 1 1 i i l l l , l l j l i 1 1 1 1 1 1 1 1 i 1 1 1• 1 1 1
Manufacturer OLIVER
-`Longitudinal- '
_
I l l l l l l l l i l i l l l l i l1, Longitudinal Stabilizing Device w/Lateral Arms Marriage wall
r-r---r ti- -*-*-r-1-•-1-4-'1-T-r.^r-r-i-.-.-.-r-r-r.-1-�-�-�-*-r-1--1-'+-i-7-r-r-1 __ ..._._.__.....__. _. .... -
1 Manufacturer _ _ .. . ._ ._ ShearWall
r-r-1-1-�-r-r-r-r-r-1-"1-�-i-r-r-i-i-�-t-r-r-r-r 1-•1-T-r-r-r-1-1-7-T-r-r-r-1
PERMIT WORKSHEET page z or A
7,
_3
PERMIT NUMBER
L.
j
Site reparation
`YES�_
POCKET PENETROMETER TF L
organic material removed(Debris an o
------------ _d X Qther
rometer tests are roun ed--down:-f6 1500 a
IThe pocke t p,e,n-et C !Water drainage:. e P
7" -V ------
s ing-
6-u te, t,
re 1006 _b
orcheckhere to 6`616 01 witli
•
T- T_
Fastening rin urti wide units
Xi 15j �X, '�k 151h
15U
____;Floor: e tener:
Ty i Leh
F6_9 LAG 6` 2411
r
Walls Type Fastener:`r: LAG i Length 6 Spacing 2411
s e L 11 n
Poc<Er PENETROMETER TESTING METHOD RoofType Fastener. QALV Length. Spacing
1For used '6 min 36 daUg.& 8"wide,'galvanized'metal strip
1. Test t
he perimeter of the hoffie at 6 locations
be centered'over the'peak-
o the roof and fastened with.,
-,
aine_ f
.2 Th'-
Take the reading at the dept ofthefooter.
Gasket(woathorp roofing roquiromont)
_J
3.'.Using 500115. iin'c'r'effi�ents,take the lowest
new and !i'd
I 1-'d is t
_�&dridd \Wri-to fh at i 6F&-rii e d
fif. :, r � 1 ' �I understan a properly insta e a requiremen o all used
reading an 0 n
and buck e marriage wal
buckled Is are
ih&ffies an
a con ensation, mo d, me ew
:a result 0 2 poo r I*y__i ns' a-a!itri
ta e- P
lkdornogas et einginstalled. I understand
of-ta-0-e-'willn6t,s_ erve as a gasket.i
:x xf
7'
.. ..... ffista er's initials
J . _G
TORQUE PROBE TEST i.
;Type gasket FOAM installed
Y_ �
Th6'results of the
e t6-rq' ud' probe e st I is-�-H&' ______inch pounds or check) g Between F16-ors Yes
X
-J
here
_66h&s_ ith6uttestih`gA
fe-1 f'y 6u`-a-i-rie-a�e"81-airi n-g_-'5'_-a' 16itBetween Walls Yes X
Y
n _h6- d- '11--- re'---5 foot anchors. !B6tt6-h-ofridg' ebearn es X
n
showing inch po n s or ess wi requi
-
Note: iAstate approved lateral arm system is being used and 4 ft
'ari6hbr s_are_'allow'ed afth&'!iid6wall locations. l"d6ddrst4ria 5f Weatherproofing
anchors-a--re--r,eq'uiib1da_ t all centerline tie points where the torque testi J
boa e repaired and/or I
------- may
......:Th6 bottom-- taped. Yes P
reading is x
75 e mobile home manufacturer 9
Sidlih-_ on unitsspecifications Ye's
TG 000'lb-h Id' capacity. g
'requires anchors with 4 holding cap manufacturer's s
f ram water. Yes-X'
!Installer's initials F I I _i ireplacechimney instae so as not to a ow intrusion o a
ll
ALL TESTS MUST BE PERFORMED B)�A LICENSED INSTALl ince aneous
J -L-------
�Skirting to be Yes
Name x No
N DEL',
skifti'-g-�Y&S X� N_/A
Dry u 0 n
f
Date Tested ownow vent install
-'-a--outside i -of skirting. Yes X__N/A
ange
;Drain lines supported at4 oot intervals. Yes X
crossovers protected. es X
7
Otherlectncal T
Electrical
j
on'nect 6166-trica--I' co"n-.duc--torsIbRtween muIt,i-�ide unitsbUf,66f
toLth&ffi
a -
power
c6r66,-Thisincludesthe66dingwire etween n units:
Installer verifies all information given with this permit worksheet
Plum bing is accurate and true based on the
manufacturer's installation instructions and or Rule 15C-1 &2
onnectall 'sewer dr6in!i to an eAsting sewer ta,__p_6`r,`s_e__P_ii_6_ tank"'N'
i Installer Signature Date
ohhe6fallpotable water supply
existing
st'-in _6�-_1:�- - Ir� !-l-'. -'- .2..1' -
piping to an A ' gw ter meter,water tap,or other I
Pn
page L
revision 6/07
OLIVER TECHNOLOGIES,INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
�(fnFL 1101 W^SL"�'FS L/ STEFL.FOUNDATION SYSTEIIL
MODEL 1101"V"(STEPS 1 15)
LONGMIDINAL ONLY•.FOLLOWSTEPS 1-9
FOR ADDING LATERAL ARM:Follow Steps 10-15
FDR CONCR7E
EAPPlJCA7lONS:Follow Steps 16-19
-- ENGINEERS STAMP
ENGWEERS STAMP
1.SPECIAL CIRCUMSTANCES: If the following conditions occur-STOP! Contact Oliver Technologies at 1-800-264-7437:
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
INSTALLATION OF GROUNQ PAN
2. Remove weeds and debris 1n 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
oil.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-third inch(10)before home is lowered completely on
to piers,complete steps 4 through 9 below then remove Jacks.
INSTALLATION OF LONGITUDINAL W!t BRACE SYSTEM
N ITUD1NAL SYSTEM , A MINIMUM OF 2 SYSTEMS PER-FLOOR SECTION IS REQUIRED.SOIL TEST
NOTE: WHEN 1NSTALLNG THE LOG Q11LY
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 PROBE TEST
READINGS ARE BETWEEN 276&350 A 4 FOOT ANCHOR-MAY BE USED.USE
GROUND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY S4''.VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED
WITH VERTICALTIE CONNECTION POINTS(PER FLORIDA RM).
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 Tune Length
7 314"to 25" 22" 18"
24 314 to 32 114" 32" 18"
33"to 41" __TF_ 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.
6. PIaCe I-beam gonnector(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 lightened,secure 1.25"and 1.50"tubes using four(4)114"-14 x 314" self-tapping screws in pre-drilled holes.
INSTALLATION OF LATERAL TELESCOPING TMNSVERSE ARM SYSTEM
THE MODEL 1401"V"(LONGITUDINAL 6 LATERAL PROTfiCT10N)ELIMINATES THE NEED FOR MOST STABILIZER.PLATES-8 FRAME TIES.
NOTE:THE USE OF THIS SYSTEMA REQUIRES VERTICAL TIES SPACED AT V'W'-
FOUR FOOT(d')GROUND ANCHOR.MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT.
10. Install remaining vertical tie-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 thecorrect 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 bolt.and�nul_
15.Secure 1.51T transverse arm to 1.26"transverse arm using four(4)114'-14 x 314"selftaDpina screws Inure-driII6&iole
OLIVER TECHNOLOGIES, INC. Telephone:931-7964555
1-NO-284-7437 Fe=931-796-8811
www.orindechnologies.com
page 2
IN Tet USING CONCRETE-RUNNER I F-00IMS myWort 6/07
16. A concrete runner,fodtor or-stab may be used in piece of the steel ground pan.
al 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 iS 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.,ih.(i.e.21"square),and must be a minimum of 8*deep.
d) If a full slab Is used,-the depth must be a 4!minimum.
Special inspection of the system bracketinstallation is not required.. Footers must allow for at least 4"from the concrete bolt to the edge
of the concrete.
NOTE:The-bottom of all footings,pads,slabs and runners must be per local jurlsdic0oln,
LONGITUDINAL-(Model 1401 LC-V")
17. jAgn using Part*1101-JbLQPCA(Mletsetli-Simply install the bracket in runnedfooter OR Wien installingIn cumd*concrete use
i01"D-CP06 Cdfa6t).The 1101 (dr)set)CA bracket is attached to theconcrete using(2)618'W concrete ywedge bolts(Simpson part#
S162300HS/B*X3"orPowers eq!4iyglip"t):Place ftCAbracket inde,siredlocaton. Mark bolt hole locations,than using.a 518'diameter
bob Into drilled
masonry bit drill-aa hole to a minimum depth of 3'. Make sure all dust and concrete is blown out of the holes.Place wedge �
holes,then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive ft wedge bolts
down by hitting the nut(making sure not to hit the top of threads on bolt):'t e sleeve-of cone mW Mago bolt meds to be at or Wow the tori
of concrete.Complete by tightening nuts.
LATERAL:(Model 1i01 TC IV")
18. For wet set(part#1101-W-TACA)installation simply install the anchor bolt into ninnerflooter.For dry set installation(part#1101-D-TAGA)
mark bolt holalocatoils.then using a5/8'diam.masonry bit,-drill a hole to a minimum depth of 3*. Make sure ail dust and concrete-is
blown out of the hole.Place wedge,bolts(Simpson part#S162300H 518'X 3'or Powers equivalent)IntO(D)concrete Ory trar*ye.m__
connector and Into drilled hole-If needed.take a hammer and lightly drive the wedge bolts,down by Ntfing the nut(making sure not to hit
the top of threads on bon).then remove the nut Th9 SIM6 of concrete wades bolt neede Ig be at or belay the top of gggdft
19.When using part#1101 CVW(Wetsel)or 1101 CV0(dryset).Install per steps W&18.
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. a =STABtRERPLATEANDFRAW-flELOCATK)N 00@dp'lip
belomand y4in 18ixhasafeer-isrofgwidpen.orcrte)
3. Er-1-- LOCATION OF LCNGMJDftALBRACING:ONLY
4. g-4—TR94aC:;113E&LCWJnUtW-LOCAT04S
REQUIRED NUMBER AND L09MQN OF MODEL 1101 "V- OR 1101 C "V--
BRACES FOILUP—M 4A211"E PMQH
ALL WIDTHS;AND LENGTHS UP TO 52'
• e.
ALL WIDTHS;AND LENGTHS OVER 52'TO-80'
K 3—
HOMES WITH 5112 ROOF PITCH REQUIRE: PER FLORIDA REGULATIONS
6 systerns for home lengths up to 52' and 8 system.s for hem- es over 52'and up 80'_ One smalzer
plate and,ftmi§Wi required_at each weral orating sys-tem.
Fiarida:apprdved4'ground -- r,..L,,,� page
arr;hors may be used in all revision 6/07
locations except where f
home manufacturers speci-
fications for sidewall straps
a rr'.in excess of 4,000 lbs. I-Transverse arm 1-beam I „I h I I fig!r 17
These locations require a 5' cenrlo` �„ ,�
anchor.Per Florida Code- <H__Transverse amt _
TOP(1257
bottom(1.5•) C=GROUND PAN
_D=GROUND PAN CONNECTOR
D-Ground F-:'U'brace I-beam - = U BRACKETS TRANSVERSE
Pan connectors E=TLESCOPING V BRACE
transverse �/ TUBE ASSEMBLY W/1.5 BOT-
connectors _ground Pan TOM TUBE AND 1.25 TUBE
�Y/ ailQer�F�ey--
VBracket INSERT � fir'° •-�'�x#rc;��'-'yam-
It='W BRACE.i-BEAM C �'-« �•
TORS ASSEMBLY,-
4
E- \r Brace Tu H=TELESCOPING T*.'NS E �;.
Tap(1257 ARM ASSEMBLYp :�O_:'1rs8'36 ":
Bottom (1.5) I=TRANSVERSEAI $EAM
-Ground Pan CONNECTOR
J=V PAN BRACKETa`�: -STiJrT 'OF
VP
13
lop
Model# 1101 "1/" +•
- Barri - amp iSl
Longitude dry _-Aliernafaflole-fpr (1)PerAssembbj _
concrete bracket Narrer tem Flange
part# 1101 O-CPCA
�;
Y `J � Gra`ds5=1J�)cir:
Wet bracket art# �-
1101 W CPCA not ' ; Grade s-UZ'x2;7re.__ Model 1101 CVD ^
shown - — camagesolmNut.......
_ -- - :'�•-:::;=:-::::.:.:�._:.;:`:�= _::-_-- Model 1101 GVW
CONNEC7dR•BRACKEi
not shown
Florida approved 4'ground ---• C=CONCRETE FOOTER/RUNNER
anchors may be used in all D=CONCRETE U BRACKETTRANSVERSE
locations except where home
manufacturers specifications r CONNECTOR(connects with grade 5-12 x 2
for sldewall straps are in :i V27 carriage bolt&nut)
t-Transverse arra I-beam
excess of 4,000 lbs.These connector r— '.r r 1 r t r.l z E=TELESCOPING V BRACE
locations require a 5'ancho.
Per Florida Code. I <H_Transverse arm TUBE ASSEMBLY W11.5 BOT-
' \ Top(125) TOM TUBE AND 1.25 TUBE
/
bottom(t 5•) INSERT
P=V BRACE I-BEAM CONNECTOR ASSEMBLY
D-ConcreteF-:'1P brace I-beam z -_- (connects with grade 5-112"x 4'carriage bolt
U bracket connectors &nut)
e
�
conn � H=TELESCOPING TRANSVERSE ARM
connectors
J-Concrete -ASSEMBLY
v _W Bracm I=TRANSVERSE-ARM 1-BEAM CONNECTOR
(connects watt grade 5-1)2'x 21/2 'carriage bolt
' &nut)
E-1 Brace Tub r J=CONCRETE'W BRACKET(connects with
Top(1-251
Bottom (1.50 grade 5=1/2'x 4.carriage holt&nut)
-C6
t Footed Runner
Model##'1101 V Y
r
OLlV9R TECHNQL.OGIE51 INC. Telephone.931-795-4555
1-800-284-7437 Faz 931-79U811
wmuol"rvertechnologies.com
VEr..TICAL VINYL SKIRTING Components S imatallation 3
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SMAPS staid 'r-0V Si4,
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�IF S,fl+L !S SAlJ01J"'i'6ilEM '�'}t,,,+`Ct�,
'Nettle!_ Island Ince a condominium
9901 South Ocem DdVe,Jensen Beach,FL 34957
(772)229-293
FAX(772)229-9901
April 28,2017
James&Carolyn Jensen
478 Nettles Blvd.
Jensen Beach,Fl.34957
Re.Lot 478 Construction Plans
The review of your plans for a new modular home lot#478 is complete.The site plan
complies with the required setbacks,and meets Nettles Island,Inc.two vehicle parking
space requirements,we have no objections.
Any modifications that affect the foot print of the home must be resubmitted to Nettles
Island for approval.Please adhere to the enclosed Nettles Island Procedures Governing
Contractor and Building Activity on Nettles Island.Please provide us with a copy of the
permit before proceeding with construction or demolition.
Upon completion,please send a copy of your.final survey for our files.
Respectfully
Howard Kickert oA� McLaughlin
Architectural Chairperson
CC;Laura.Jones,LCAM,Fite
hk/bh 1n11t"11'lAilUJ�l51J
FILE COP
Page 1 Residential Nest Lose and Heat Gain Calculation 61612017
In accordance with ACCA Manual J
Report Prepwad
Central Air Systems Inc.
For: Jensen
478 Nettles
Jensen Beach,fl
Design Candido n s: Fort Pierce
Indoor: Outdoor.,
Summer*mperature: 70 Summer temperature: go
Winter to 1 iparature: 70 Winter temperature: 42
Relative i midity: 55 Summer grains,of moisture: 127
Daily temperature range:Medium
Building Comp c i ient Sensible Latent Total Total
Gain Gain Heat Gain Heat Lose
(BTUH) (BTUH) (BTUH) (BTUH)
Duct 1,639 0 1,639 615
Floors 713 0 713 1,281
Walls 1,191 0 1,191 1,413
Ceilings 2,556 0 2,556 1,626
People 1,500 1,150 2,660 0
Fireplaces 0 0 0 0
Mise 1 1,200 0 1,200 a
Windows 7,160 0 7,160 3,060
Doors 780 0 780 925
Glassdoors 0 0 0 0
Skylights 0 0 0 0
Infiltration 1,291 2,673 3,984 3,999
Whole House '18,030 3,823 21,853 12,919
(2tons)
kr
HVAC-Calc Re.-i dental 4.0 by HVAC Computer Systems Ltd. 888 73&1101
LmdealaWore we v%Owdss cm1y,outtEd loads may vary dMtavw%wmW awWTuctan dftrefms.
9-d
wuza:11 L102 80 Rew
F-.V-ZI LIOZ180190 (13A1303H