HomeMy WebLinkAboutInstallation BookletADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
arm
-_
•,•"1 1 11 1
'T 1 11 1 I A•,• I I ii 111
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIErDOWN METHOD
TIP. CROSS SECTIO
SHOWING TIEDOWT
SEE NOTE 5 EDR
YuaTuu EnDIt
1
1 "Now
P/ V MOIOR ANGLE AN w mzlE v
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATS TIE-DOAN METHOD i9UdItfllU.lsBO�� ALTERNAw ilE-DDAN METHOD
NOTES: ENp Q, ` ..•, Q '�i DMA APPROVAL'
1. SEE AD-M-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). No = APPROVED BY
2. SEE AD-TD-0020 FOR OUMITY OF LONOTUDIAL TIE -DOWN STRAPS REWIRED. - ENEHJO3S7.1
(OFFSET R CTIONDETAILS
ONLY) _
3. SEE OTHER DETAILS FOR BLOCKING (HER) QUANTITY AND OTHERREWIREYENIS. _ -7N tf3��7^
4. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS. 9T,• �� ` f I `jig
5. ZONE 2/EXPOSURE 'C: 44" MATUMUM HEIGHT i � ' � � �AAINANIPADIu®IOIE F V \may
. .t` • N• �� `. wsrnWTnlxosYm
ZONE 2/EXPOSURE 'D': 24" MAXIMUM HEIGHT (32" 024' WIDE YIN.) 'q� <OSR ••,••.•••,. c�(� ``� swaJlp
ZONE 3/EXPDSURE'G': 32' MAMMUIM HEIGHT i Sr0NAI
ZONE 3/EXPOSURE 'D': 32" MAXIMUM HEIGHT (44' 0 24' VWDE YIN.) hA
JACOBSEN HOMES NOSAND DRAWN BY: DAIS: REV. LETTER:
THESE L, PRIICATIO R AND DRAW NGS PRE C.L.Y. 5-11-95
ORIGINAL, PROPWE7MY, AND OONFIDFNIYL DRAWING TITLE
m
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTABNG FIG. 3.0, 3.1 & 3.2
ING SUCH MATERIALS ARE PRONDED TO THE
SAFETY HARBOR. HONE (813 FLORIDA
7261D 1384695 �aFDOETIT�Yt �PURPOSES F c R DRAWING NUMBER:
AD-TD-0021
3
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
\1, 11111IIITIFF/
NOTES:
OV /iA� DMA APPROVAL'
+� •......., cep
1. SEE AD-TD-0020 FOR S'Acv^, TABLES (OFFSET SECTION ONLY). )O•�F.GY NO RFO APPROVED BY
2. SEE AD-ID-0020 FOR OUMITY OF LON07UDIAL TIE -DOWN STRAPS REQUIRED. NE8703571 = 1 5
(OFFSET SECTION ONLY)
3. SE OTHER DETAILS FOR BLOOCNG (PIER) g1MDTY AND OTHER RED llnENTS LNC
4. SEE AD-TD-OD01 F0i ADDITIONAL REQUIREMENTS.T• Q
• O,"F ,':f�AN?�'�``' � Foniaoo�„owmsvrtw
■
JACOBSEN HOMES
Nonca
THESE seanwIms AND wuwxt3 ARE
ORIGINAL_ PROPRIETARY. AND EDI/ID011V1
DRAWNBT:,
DATE:
5-11-95
2N•LI1N
/
DRAWING TITIL
P.O. BOX 368
MA JA
MATERIALS OF JACOB901 YANIFAOAARNC
- FIG. 4.
„
SAFETY HAR-c:R. FLORIDA 34695
SUCH YOF
9 ARE PRaeOn 10 1K
REOPlDa FDA VLO C PJFM M WS IO
'H\
DRAWING NUYBDE
PHONE (813) 726-1138
I®T fAl(IUITNt AID mm 110101
AD-17)-03
40
41
ADDENDUM
5tt �1GUR�
�oRS vo
&INNG TABLES 5 Q
�000A ABC ALTERNATEIII TIE -DOWN SPACING
ONEC
LONGITUDINAL TIE -DOWN SPACING TABLE
A (+T
j
MIN.
RAND ZONE 11
WND ZONE III
C �l
FLOOR
VIN. OTY.
ENO OF
ANCHOR
ANGLE
MIN. OTY.
EA END C
ANCHOR
ANLE
�•(1 v
WIDTH
SECTION
A SECTION
YIN. B
EA SECTION
YIN,, B
O�
2'-0"
2
6'
2
45'
24'-0"
2
4 6'
2
50'
2
67'
26'-8'
2
5T
3
30
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
RIND ZONE III
SPACING
OO' HUD
ANCHOR ANGLE
SPACING
DBL HEADANCHORANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0"
12'
4'-0'
36701
20'
4'-0'
39001 20'
24'-0'
11"
d-0"
37DOI
20'
4'-0'
39501 20'
25-4"
12'
6'-8"
40001
15'
4'-0'
39501 22'
16'-8"
12"
6'-8"
39501
28'
4'-0'
39501 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
RIND ZONE II
IRND ZONE III
•('��
FLOOR
MIN. OTT.
u ENO fT
ANCHOR
ANGLE
YIN. OTT.
EAIND
ANCHOR
NGLE
S K.
R1DTH
EA SECTION
MIN. a
FA SECTION
91H. e
v 1•
20'-0'
2
50'
N/A
N/A
1
24'-0"
2
70'
N/A
N/A
25'-4"
3
41'
N/A
N/A
26'-8"
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 11
WIND ZONE III
SPACING
DBHEM
ANCHOR ANGLE
SPACING
OBL READ ANCHOR ANGLEL
FLOOR
ERNE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12"
4'-0"
40001
20'
N/A
N/A N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A N/A
254
12"
4'-0"
40001
26'
N/A
N/A N/A
26'-8"
12'
4'-0'
40D01
27'..„II...
r N/A
N/A N/A
NOTES
ENO;FFR- PV!LLD0'� /I�,
DMIA APPROVAL
1. SEE AD-TD-000I FOR ADDITIONAL REOIIIREMENTS
�� O�c'1GlST ' . F2%
'
): Q�• ISO..O'•.• S
2, SE-TD-0031 FOR MAXIMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED
•' ENES703571
.r•' '1�'-7
-•`\— ,
ABO
;'
-!
3. 20 WDES -82• MAXIMUM I -BEAM SPACING ONLY.
,� -
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).7+,+,.
6
�' \r
_
_.. .......... .... .._.
JACOBSEN HOMES
/AMF IGBAWA
No77AND
TRCSE SFEaOCAEONS AND ORAWIIA'3 N6
:
C.L.Y.
DATE
6-13-95
HEY. IEi1ER:
IIIL
ALT. SPACING TABLES
MAaNN. PROPRIETARY, OSS A1MI CWImCNML DRAWNG
MATERIALS aF +ACOBSEN we
P.O. BOX 36B
SAFETY HARBOR, FLORIDA 34695
MDCD 10
I INC 91W VALE= IRO Z MID 10 IIG
FW 5P[alC AAO xm H ORAWNG
NUMBER:
AD-TD-0030
26-11
PHONE _(B13)726-1i38
AYPT CtlFDOND4 AID SCad11Ra10n06
IVT SECRETS
MIN.
MAX.
NNU LUNL II
TRINU LUNt III
SPACING
DLL HEM
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
LOAD
LOAD
10'-0"
12"
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0"
12"
4'-0'
31001
40'-50'
2'-8"
31501
40'-50'
13'-4"
12"
4'-0"
30651
40'-50'
2'-8"
30001
40'-50'
01r TEs:
D�°:�� C""bp��A
itPiD BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
•'' \ST�J.)'•.4
REVISED
THE ADJACENT SECTION MOST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE:
Q�G CO'••
WITH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
,h •, - .' •R
SEP 0 9 i
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010).
�, =.
',
INC.
2. SEE AD-TD-OODI FOR ADDITIONAL REWIREMENI5.
'O m
J. SEE M-TD-0021 FOR MAXIMUM PIER HEIGHT REW4RC0 FOR TINE LOADS TABULATED
.R�'••!�9�gbr:'�aAW FED
'�i�F�S...
RAL MANUFACTURED HOME
STAND
ABOVE.
.'A•"�V;`���� COI
ISTRUCTION AND SAFETY
JACOBSEN HOMES
NOTICE 'fill
INCH sPEanunoxs AND oRAw.xcs ARE
�M
R.R.
DATE
$-27-96
REV. IETIFA
MaNNJ, PROPTDC M. AND COIITYIFNIVA
W OF JAGOBSEN MANUFACTUIWIB
Q
OWING TITLE:
TABLES
P.O. BOX 368
OFFSET SPACING
II
SAFETY HARBOR, FLORIDA 34695
K.ERKS
K. s MAICPo4Nc S "DO TO THE
KC t Hal T= AMOWI IRO WIT
J\
DRAWING NUMBER
PHONE (813) 726-1138
wq O 114 AAJ YaZT moo 01 C
AO-TD-0020
A
Ms.
42
39
LONGITUDINAL STRAP ATTACHMENT
TYPIC
V / /
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
/
/
/
/
G J/
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' RIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WTH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
JACOBSEN HOMES eTNIIE m
001518AL „ P.O. BOX 368, NATCRIAu,
SAFETY HARBOR. FLORIDA 34695
RECNENI I
PHONE (727) 726-1138 IGII CONE
CATCH BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
IBY
J10 $
INC.
NOTICE DRAWN BY: . DATE:
(TORS AND DRAWINGS ARE I M.T. 6-12-01
ARE PROMMI)10 MC M11MUnML111
RORP0Y5 AND MUSE BE DRAWING NUMBFA:
ID SEGREl FROM DRIERS AD—TD-0016
38
ADDENDUM
0�°�S ALTERNATE TIE -DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING REDOWNS
FIGURE 5.0
F►— SEE FIGURE 1.1 FOR RECOMMENDED 'DE-DOIN AMD
IMPORTANT NOTICE:
SEE TOTE 4 FOR
NA
YAtHW HO(NT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING 'THIS TLE-DOWN CON11GURITION A SCYIE CREST PRODUCTS MODEL 579H (TYPE 2J AUGER ANCHOR LiH A DESIGN WAD (FOR)DING LOAD) RATING of
4,000 POUNDS AND AN ULTIMATE TOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUh7LANT ANCHOR MEETING THE ABOVE SPECDICATTONS MAIZE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CRFS'T PRODUCTS ANCHOR
1"s 11_O1M
I. SEE AD—TD—OD01 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) GUAITTTY AND OTHER REQUIREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE TE—DOWN SPACING TABLES (AD—TD-0030).
4. ZONE 2/EXPOSURE 'C': 3Z MAXW..UM HEIGHT
ZONE 2/EXPOSURE '0': 27' NAx3NM HEIGHT
ZONE 3/ETPOSURE'C% 30' MA7CLNM HEIGHT
ZONE J/EIPOSURE 'D': US AFFUCATON IS NOT APPLICABLE.
THE ALTERNATE DE—DOMN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL MIND ZONES AND N BOTH EV09JRE 'C' AND EXPOSURE '0', HOWEVER, BY
INSTALLING THE FRAME RE —DOWN STRAPS AT THE 'OITBOARD'I—BEAM THE MAX
HEIGHT OFF THE (ROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE—DOYMS
CSr ''IsT'
No, FJ'•.I
ENE870 ,T':
JACOBSEN HOMES
NOTICE ".RILL
�usesPEOn ONSANDORAWN3ARE
m0mg. PRGPKTMY. AND C011nDDIIVE
+ORAMN BT:
C.L.Y.
0A E
6-13-95
REV. LETTER:
ORAIBNG TILE'
m
P.O. BOX 368
NATOMAI3 Of JACOBSEN MANUFAC7UMG
FIG. 5.D
SAFETY HARBOR. FLORIDA 34695
W_ SUCY MA7EIRN3 ARE PROMRD 10 K
REmON FOR s°mIG IW Aw Wsf BE
DRAWING NUMBERI
PHONE (813) 726-1138
IOPT CWWRRE A'O 200I'ROM "HERS
AD-TD-0031
43
LT.
Mee�GNpO`LTTe - `�q+s , ADDENDUM �R�s
T o
°p.\`
VCR E FORS ALT. OFFSET UNIT TIE —DOWN SPACING TABLES
6•
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. Ott.
ANCHOR
WIN. OTY.
ANCHOR
V
-FLOOR
(Q
DTM
EA END OF
ANGLE
EA END CF
ANGLE
U1�,
EA 9:CnON
MIN. 0
EA SECiMM
MIN. B
�t
20'-0"
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53,
to
25'-4'
2
45'
2
58'
26'-8'
2
48'
3
3'7°
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBE HEAD
LOAD
ANCHOR ANGLE
SPAONG
DBL HEAD
LOAD
ANCHOR ANGLE
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40DOj
20'-30'
4'-0'
4D001
20'-30'
25'-4'
12'
4'-0'
4000/
20'-30'
4'-0'
40001 1
20'-30'
26'-8
12'
4'4
40001
20'-30'
4'-0'
4DO01 1
25'-30'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIN. CITY.
ANCHOR
WIN. OTT.
ANCHOR
WIDTH
EA ENO OF
ANGLE
EA END OF
ANGLE
l�Y
EA gcnox
uIN. s
EA SECTION
Ylx, e
ro
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
11y
�Y
25'-4'
2
66,
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
OU• NEW
LOAD
ANCHOR ANGLE
SPACING
OK HEAD
LOAD
ANCHOR ANGLE
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40001
20'-30'
2'-8'
40001
20'-30•
25-4'
12'
4'-0'
4DO01
25'-30'
S-2'
40DOI
15-30'
26'-8' 1
12' 1
4'-0"
40001
25'-30'
S-2'
4000/
25'-30'
$:
NOTES,
ENGINEER (If(iMLLINIIIIIJI
DAPIA APPROVAL:
SEC11ON WITH THE MARRIAGE LINE WALL CUENDWG BEYOND THE ENOWALL OF
THE
%xz% �. •�OICOcc. JJ''
O • G\Srfq'•., �•
PPROVED BY
ADJACENT SECTION MUST BE RIN DOWN AT THE MARRIAGE LINE ACCORDANCE
`�,,.``
:
,:' F0 /��_
1111H THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE RFD OOWM N ACCORDANCE WI1H THE ALE. SPAONC TABLES (AD-1D-0030).
Q� No. %
= E rQ 7 -f
JUN 1 !f 198,E
-
I I V
2. SEE AD-TO-0001 FOR AWIRONAL RCOUREMFNTS.
3. SEE AD-TD-0033 FOR MAXIMUM PER
_ STL�T' 7F'' ' t -
�1 A4v:
�1 ... •:::Mm
CO':.. v..-x marmvm
HEIGHT RECLINED FOR THE LOADS TA13UlATEO
yG/gy
ABOVE.
.11Ft-(p, •' �1
JACOBSEN HOMES
NOTICE q��„ iy
THESE SPEOncAmAM) IHiA
Www4y.7E
C.L.Y. 1
DATE:
5-30-95
REV. LETTER
4FNGMAL PROPRIETARY. AND mIMYfN1Y1
DRAWING BITE:
P.O. BOX 368
MATERIALS OF JACOBSEII MNNIFAOTUONG
Vic� 9MATERIALS AM PROAEED TO THE
ALE. SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
JUT EdfLa nq w�I O O�
DRAINING NUMBER:Mir AD-TD-0032
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DON'IN INSTALLATION METHODS
SIDE NEW OF WAIN FRAME
TF-DOWN STRAP
SCE OTHER DEETAILS
FOR TIE -DOWN STRAP
SPECIFICATIONS.
APPROVED ANCHOR WELDED TO
MAIN 1-BEAM (SEE OTHER OETAI3
SEE W-TD-0200 FOR FOR WELONO) TO BE INSTALLED
RADIUS CUP DCTA'LS AT THE FACTORY.
(REWIRED MS LOCAIIOH). AND 47 SjF ULTIMATE LOAD.)
NG LOW.OUI LOAD
o° GROUND ANCHOR
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OTHER IxSTAWDON NODES
( L97TI .
�T FIGURE 2.1
SOIB HEADER (CROSSMEWE R) 3' X 3/4' I= 1/2')
FRONT NEW CUT INTO HEADER MUST BE LOCATED
FOR STRAP ATTACHMENT. WTHY 5' OF MAIN
_ (FACTORY CUT) CHASES I -BEAM.
TVEW
SEE AD-TD-02DD FOR j SEE AD-M-C2OO FOR
RADIUS CUP DETAILS I RADIUS CLIP OEIALS
(REOURED THIS LOCARON). (REO:RED THIS LOCATION).
5 MAXTE-DOWN STRAP
SEE OTHER DETAILS
FOR R-E-DOWN STRAP
SPECIFICATIONS
GROUND ANCHOR'
o SEE OTHER DETAILS FOR SITE,
ANCE AND OTTER INSTALLATION NCT:S.
N
.7TG�,') FIGURE 2.2
"OAFS, _eit�NUY APPROVAL!I' I. = OAP A APPROVAL'
I. SEE AD-TD-OCIO FOR SPACING TABLES
f l:
2 SEE AD-To-omo FOR DDANIn a LoxamouE nE-PORN STRAPS RiwRED. .e : 8TAYcl
3. SEE OTHER DETAILS FOR BLOCKING (PER) OUANRTY AND OTHER DEOAREMENTS. ^' ?•E
4. SEE AD-TD-0001 FOR ADDRANAL REQUIREMENTS. i ' • fF :' •-.
A
' �NNAI
A'AJJMUI4T11111,AlAAA. f.
ANCHOR BRACKET AND TL-CONY
DEVICES ARE CERTIFIED BY OTHIM -
NOT1Ce.. IDRAWN BY. DAS. REV. LTTER:
JACOBSEN HOMES TIES WQIXA^DNSANOCRAWh=AM C.L.Y. 6-13-95
DW6HAL FACPR0AR MD CGJWO1IME DRAWING BEE: FIGURES Z.1 & 2.2
7" P.O. BOX 368 Ml9nuS O AC,
MArArAtnoaxs
SAFETY HARBOR, FLORIDA 34695 W SDGI M FM VE=rums K MOKYD A ILL'
PHONE (8I3) 726-1138 � owlu�AA =J MM co,, DamaosWI DRAWING Huueut AD-TD-0015
I
44
R7 I
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
III III"ri►�av►�
I—
/IIJJ�='
/ID1=/ISJI
p►�—
�G/'J=r09a-
• ... :1.�:.I
I.:�:
Ili,
rr�.�r■rs�.nrfrrar7111-wm nrti�^IR3S^I71R>•�
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
11 t Inp
I l U 4, rArr
E,Y pROVALI.,, DAPIA APPROVAL
NOTES: \STE P i2'.�
I. SEE AD-TD-DOIO FOR SPACING TABLES FAG NO.R o''•. APPROVED BY
2. SEE AD-TD-Oolo FOR OLIANDTY OF LONGTUGAL TIE -DOWN STRAPS REQUIRED. _ ENE8703571
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. -
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. N INC
C�.. INC �Ii•: �`4'`c NWW YwJArll®IDE
,, At• D) A . •' V� � wmuo,,,osYmswc�ey
o..
JACOBSEN HOMES
NOTICE:
THESE L PROGETAR AND DNAMNIS AIE
DDIANIL PRDHJCOBS AND CCNDE'TURNO
MAIERIAIB MNADED TO
°n"" C.L.Y.
5-19-95
DRAWING TILE FIGURE 2.0P.O.
BOX 368
m
A MS GRIN ro THE
THE NG SUCH
ORAMTNG NUMBER'
AD-TD-DD) 4
SAFETY MAR00R, FLORIDA 34695
R 7(CnC P WAND
RIG°QU FOR 4E6D PFFYSS AND Mrs! M
OBEYS
26-11
PHONE (813) 726-1138
IUPT CorFnplTA AND SECRET TROY
_
5 � ADDENDUM
T50'1t� Y^°6PN5 ALTERNATE TIE -DOWN SYSTEM
_r`(\z W� 111
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
AND ,Al
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED YIE-DDNN METHOD
9E NNE 5
MAN MAN HEIGHT
OIf
FIGURE 6.1
SEE FIGURE 12 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
DIRER USING THIS TUrDOIIN CONFIGURATION A STYE CREST PRODUCTS MODEL 57SH (TYPE 2)), AUGER ANCHOR RDH A DESIGN LOAD (i0R1017C LOAD) GATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF SADO POUNDS MUST BE USED. AN EQOVBANT ANCHOR MEETING THE ABOVE ECMCATIOHS MADE BY
ANOTHER MANUFACTURER MAY BE USED N LEU OF THE STYLE EHET PRODUCTS ANCHOR.
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TARES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DO10).
(ALSO SEE AD-TD-0020 AND AD-111-0021)
5. ZONE 2/EXPDSRE'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V. 24' MAXIMUM FLIGHT
ZONE 3/EXPO97RE 'C: 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE'0" 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL W ID ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE 'V. HOWEVER BY
INSTALLING THE FRAAE BE-DDWN STRAPS AT THE '0.1TBOAFV I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDIRFO. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
C. Do, pit
G%STE�t<,L
;e NO.RFo.
wi
im 1 5
INC
JACOBSEN HOMES THESE WEanuralnAND DRAMB6AAARE r ""It KItT'1 C.L.Y. MAT` 5-30-95 �''
NIGNAL PROPRIETARY. AND COIUDORAL DRA'MNG TIRE
MATERIALS OF JACOBSEN MAU`ACRIINC
m
P.O. BOX 36B INC. 9NN MAIETMMS ARE PROVIDED TO THEFIG. 6.0 & 6.1
SAFETY HARBOR FLORIDA 34695 RECPENT FOR SKCIX NOYSS AND MT [ DRAININGMUMBER
PHONE (813) 726-1138 KEPT CDNMm AO SEDDT ETDM omRa AD—TD-0033
4
ADDENDUM
ALTERNATE OTYN'SPACING TABLES
ZONE II & III/E.P. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
L (�,
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. Oft.
Mon
Dtt.
ANCHOR
�1
((
WIDTH
ENO CE
ANISE
EA END
ANGLE
Ov
C110N
Lk SECTION
YIN. 0
EA. SECTOR
MIN. B
12'-0'
2
55'
13'-4'
2
50'
50'VERTICAL
TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
14N,
MAX.
VWND ZONE II
WIEAVE
5ANCHORS
SPACING
DELI
ANDOR ANGLE
SPAONG
'G�ANGLE
FLOM MDTH
OVERHANG
6'
4'-0'
3750�
20'
4'-0'
22'
6'
S'-4'
38501
25'
S'-4'
30'
THIS ALTERNATE
APPLICATION REQUIRES 4,000 POUND
LONGITUDINAL TIE -DOWN SPACING TABLE
A
MIN.
WIND ZONE 11
WIND ZONE III
YM. D O
EA END Q
AAMU
ANGLE
OR Ott.
EA END I
ANCHOR
ANGLE
GLE
FLOOR
O v
V
WIDTH
EA YCTNN!
YIN. B
N
FA YCiKM
RIM. B
12'-0'
2
64'
3
12'-0'
3
37'
4
33'
33'
3
42'
3
55,
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
VAND ZONE III
SPAaxc
DR" HEAD
LOAD
ANCHOR ANGLE
SPACING
D obi
ANCHOR ANGLE
FLOOR
EAVE
OVERHANG
1-0'
6'
4'-0'
39501
25'
2'-B'
39301
20'
13'-4'
6'
4'-0'
3960E
1 25'
2'-8'
30,
THIS ALTERNATE
APPLICATION REQUIRES, POUND
ANCHORS
,4,000
NOTES:
ENONEka% PRQ0kP O A/,'.,
Fp
DAPIA APPROVAL
I. SEE AD-TD-D001 FOR ADDITIONAL REQUIREMENTS
o` Z� ........, ,
r� •''•GASTE9• �Z F �',
No
APPROVED BY
2 SEE AD-1D-0076 FOR MAX" PER RCpARED THE
'.
00I.11R7
HEIGHTS FOR LOADS
TAB Am A ABOVE
- ENC8703571
•
5
1 MAR EAVE OVERHANG REFERS 10 OVERHANG AT SR FE DEINALL NOT FRONT OAR.
-
:W$
F\ 1�
1 \J
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144• FLOOR WIDTHS MTH 95 1/2'
%�0'•. / b q• q ' `4':
':,,'�4C ••!V01 �,•
aA"'�„'a �
I -BEAM SPACING, 96' MAMMON SIDEWALIL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OM HANG MAX EACH SIDE OF UNIT)4
h,, s�'/n ;*;I•. (S\���
JACOBSEN HOMES
nusEsvECRutORSAN LNMMN6A9E
N011C@ .'WFDRA:
Otd SE PAOPWETMr. AAm mt61pD11111C
IM
C.L.Y.
DATE
5-30-95
REV. LETTER
A
/
RITE:
TABLES
m
P.O. BOX 368
MAO, L9 OF u0CB5E11 YAH.IfACTV4NC
ALE, SPACING
'H\
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-1138
tIC 9AOH YAIDON.9 AK fAOWOfD TO TNL
AECPONi fa REtl1C RRN� NO Y151 &
UT CO Aw saaT ma on[Ns
DRAWING NUMBER
AD-TD-0040
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
m7-p-owl:
MALOVMS
PE.D
FRAME
H
ffi-WNNS
1N•
IJIB(
TE-DONN SPACING.OMN
lE-DSPACING
TE-0DYM SPACING
TE-DOWN SPACINGOE-DWM SPACING
24'
YA% PFR AO-1D•OOi2 TABIE PFIt AO-1p-Dp12 TARE PER AII-TD-0012 IABIL PFIt AIFID-0012 TABLE PER AD-M-0012 TABLE YA%
FIGURE 1.2
SEE FIG17RE 20 FOR ALTHLNA71 M-1100 W MD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TIPFLOOR 7STS111
SEE NOTE 5 FOR
MAX
WWIUY FF7GLIT
�.^
AANGLE
ANGLE .
FIGURE 1.3
SEE FIGURE 7.0 FOR ALMA71 11FDOWN IMD
NOTES.
1. SEE AD-TD-DO12 FOR SPACING TABLES AND NOTES
2. SEE AD-ID-0012 FOR pIAMtt a tONatlx%AL nE-DOZEN STRAPS REaREED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OIIANBTY AND OTHER REOIAREMFNTS
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/EXI`=RE'C': 30• MAIMUM FIEICHT
ZONE 2/DPOSURE'D': 48' MAXIMUM HEIGHT
ZONE 3/DPEKIIRE 'C: 28' MAXMUM FRIGHT S
ZONE 3/EXPOSMRE'0': 60' MAXDAIM HEIGHT
ENGNEEI,V(g11YONf/lllAA
��``A(`" .C�•DoFO��''%
�STE '•
`gyp: G eF .Z
Q' No. n '.
EN $7D357 =
AT;^,--, OF :,Q
9O'..
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DAPIA APPROVAL:
APPROVED BY
.
I �iAN '6
AYaw. �w.s2nnm10YE (N�
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 211 34695
PHONE (813) 726-1138
N0SAND DRA� N
THESE L. PROPATwxs AND DOWOAENTIAL
��� ImoPJA OBSE AND U ACRFdW
MATERIALS A1 MAc084T1 YAAAIFACMRC
VECI LENT YATEAVIC ARE PRO/LED 10 M
DEFT O FOR SICFlC NRO93 MO MUST IS.
q/'T OOIFOFIITUL Alm SECRET FROM ones
L� Ar
C.L.Y.
DATE
5-19-95
FIN LETTER:
AMNI
oRArANG B>� FIGURES 1.2 AND 1.3
DRAWING NUMBER:
AD-TD-0013
U4
46
35
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
12
ZONE lI & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
A (�7
MIN.
HIND ZONE II
INND ZONE III
FLOOR
WIN. On.
ANCHOR
MIN. OTY.
ANCHOR
�1
^�
WDm
EA END OF
AN
A EN
ED C
ANGLE
O U
EA SECTIONSECTIONYIN..
9
EA SECTIONSECTIONN
WIN.. B
12'-0'
2
2
2
50,
50'
2
68'
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE II
H1ND ZONE III
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
VAOTH
EAVE
OVERHANG
12'-0`
6'
C-0' 1
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
5-0' 1
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
L�
MIN.
HIND ZONE H
HIND ZONE III .
FLOOR
WIN. Ott.
ANCHOR
WR Ott.
ANCHOR
WDTH
EA END (N
ANGLE
EA aD (N
ANGLE
B
O v
EA 3C1N;N
YIN. 8
EA SECD,
YIN.
12'-0'
2
'
3
�t(Q
12'-0'
3
37
37'
4
33'
33'
IS 4'
3
42'
3
55,
IS 4'
4
30'
4
38,
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN,
MAX.
HIND ZONE II
HIND ZONE III
SPAONC
DBIL HEAD
ANCHOR ANGLE
ANCHOR
SPACING
DE
ANCHOR ANGLE
FLOOR
EAVE
WOTH
OVERHANG
LOAD
LOAD
12'-0>
6'
5-4>
31501
40'-45'
4'-0'
3150E
49-50'
13'-4"
6'
54
3150p
40'-50'
4'-0'
3150'#
40'-50'
NOTES
ENGINEER A ' 0 A'AIAAAAA
DAPIA APPROVAL:
I. SEE AD-TD-0001 FOR ADDITIONAL REWPEMaTS
STEF�c�,L%,,
APPROVED BYE
: No. O ''•
2 SEE AD-TD-0013 FOR MAMMUY PIER HOOITS REO.PRED FOR THE LOADS
: ENES703571 =_
AN T S
TABULATED ABOVE.
3. MAX EAVE OWFM" REFERS TO OVERHANG AT 9DEWALL NOT FRONT OR REAR.
' * '
N I N G
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144' FLOOR YADTHS WITH 95 1/2•
'
STATE F W `
'4 ��`�: �ti0 l�tJ�`��.
rtx>x N•nuAnu®NaE
AVOtWnwAAO Wi7TRnOA�
I -BEAM SPACING 96' MAXMUM SIDEWAL HEIGHT AND 6 MAXIMUM SIDE
•
AY•i.,
' •......
OVERHANG (6. OVE131FNG MAX EACH SIDE OF UNIT).
AN
i�� 4f'
JACOBSEN HOMES
ESE SKICAwD DRAWICS'
nsANi
"� a C.L.Y.
DATE: 5-30-95
REV. £ LR:
CRANING TITLE: -
NORM. SPACING TABLES
BOX 368
OOONA. PROPME7ARY, AND COR DENTVL
MATERIALS OF JACOOSEN MANUFACTURING
P.O.
OF SAFETY HARBOR, FLORIDA 34695
LNG UN MATERAAS ARE FRONDED 70 THE
Rl F FOR 91.OY FlPPO0 AND "I E
W.*A AD SECRET DAL OD
DRAWING NUMBER:
AD-TD-0012
PHONE (813) 726-1138
KEPT ;O
ADDENDUM
0C�oRS
4000 ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOOING TIEDOWNS
MOLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RNCONNBNDED YTE-DOION NE HOD
IMPORTANT NOTICE:
SEE M4 FOR
MAXIMUM
uu NMI
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TO THE -DOWN CONFIGURATION A STYLE CRFS7 PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR TII18 A DESIGN TOAD (WORKING Lon) RATING OF
4,000 POUND AND AN ULTIMATE IDAD RATING OF SADO POUNDS RUST BE USED. AN EQUIN W ANCHOR WITNG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACIUABi MAY BE USED IN LZU OF THE 5717E CRFST PRODUCTS ANCIMIL
NO
THE ALTERNATE RE-DOYA7 METHODS SHOMN ABOVE ARE ACCEPTABLE FOR USE IN
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
ALL MIND ZONES AND N BOTH EXPOSURE 'C' AND EVOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME RE -DOWN STRAPS AT THE 'OUTBOAFV I -BEAM THE MAX
2. SEE 07ER DETAILS FOR BLOCIONC (PIER) oUANTITY AND OTHER REOIARENFNTS.
HDGHT OFF THE GROUND IS GREATLY RENUCED. SEE GONER DETAILS FOR 1FIE
3, FOR FIGURE 7.0 SEE ALTERNATE TIE-DOYN SPACING TABLES (AD-TD-DO35).
RECOMMENDED METHODS FFOORR MSTAING FRAME TIE -DOWNS
4.
ZONE 2)`EXPOSURE 'C:
MAXIMUM HEIGHT`O
28-
CHa�
OAPIA APPROVAL'
ZZONE ONE 3�OSURE C`. MAXIMUM HEIGHT
ZONE 31EVOSURE'13% 28• MAXIMA NEAT
\ \STDO•"''y
) : • t�G E F
eF..L.,
APPROVED BY
•�
�.
O'•,
5
5. SEE AD-TD-O035 FOR ADDITIONAI. NOTES
:• NE �0•
•� \
•- -
INC.
9•'•. STATp
JACOBSEN HOMES
THEESPEODCANTWMGANDDRAMN6�'
01 1 C.L.Y.
DATE'
REv.lttivt
P.O. Box 36B
m
CR UM. PROPRIETARY. AHD OOIO DMLIL
YATETOAAS a JAc0B9EM MANUFACTURING
RTC WC14 MATERVI.S ARE PROVIDED TO THE
DRAMNG DINE:
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
E3fUR FOR 9W00 PUIF Q NO MM NE
IV7 OMFDORIAA AD 9EMT ROM Omm
DRAINING NUMBER:
AD-TD-0041
34
47
SEE DETAIL 'B'
SEE DETAIL 'C'
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
DETAIL (A'
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
DETAIL IB'
NOTTE&
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31501 MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
FRAME TIE -DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I -BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 'C'
THIS TYPE OF PROTECTION MAY BE USED FOR
;fBRNXPYY;A LONGITUDINAL TIE CONNECTIONS ALSO.
�...T/I
910334 '.
STATE OF . AF
APPROVED BY
rUERfiD AND "AMMO-i�10THDis
' - NOV
2 4 1998
JACOBSEN HOMES
NOTICE
THESE
DRAM BY.
M.T.
DATE-
11-18-98
KEY, HITTER:
mw P.O. BOX 366
SPEOFICAM NS AND DRAMNGS ARE
M ONAL FRGPRETMY. AND Owl='RN.
MATERIALS OF.NCOBSEN MANOFAc101aNG
NC SWI NATMAS ARE PRDYM TD TK
u
B
DRAMANG OTLL:
MISC. DE -DOWN
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
R SPECIX RIM AND
CUNING NUMBER:
Km�LVi MOTT 0��
Al
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING DE -DOWN SPACINGS
TYPICAL CROSS SECTION
9i0PANG DEDOVINS
FIGURE 1.0
imilm
I
�
iimmmommimm
mm I will, I
XI---NIm MILE (SHE NM p) ANDIOI ARM (11 NOTE W R
FIGURE 1.1
(MM BASED ON 951/2' I -BEAM EENIEAS AND 96' HIM MAO)
, No 4C .. l
)NAl-
SEE NOTE 5 RR
wam IF19O
NOTES.
N A Ci { Vr V.NL
wnw n rnvrw
1. SEE AD-M-0010.1 FOR SPACNG TABLES
APPROVED
00
ON
BY
2. SEE AD-TD-0010.1 RM QUANITY OF LONORUDIAL TIE-0ONN STRAPS RE010RED.
3 SEE OTHER DETALS FOR BLOFA(ING (PIER) QUANBTY AND OTHER RWREMENIS
J�m(1`6,2009
�I��-+•
4. SEE AD--TOU-0001 FOR ADOMONAL REQURdQRS
FFOE
LFYFML
WVIIIFpL}Ip[p
NOYF
5. ZONE 2/ENKMRE V: Cr MAXIMUM HEIGHT
WMAM WIpGDHOME OYp$
ZCIE 31ENPMK V.- Sr MAXIMUM HEIGHT
6. WEN ANCHOR ANGLE SHOW ON AD-TD-0010.1 CANNOT BE ACIM,
HER CA1.CS:
INSTALL AN APPROVED STABILUER PLATE
C-TD- 215.01 - 215.20
JACOBSEN HOMES mu 8'MMHGAum N0 DAAMWOS AAE NAM Hr. DALE ICY. Ltl=
M.T. 06-04-09
MOM, I AAY, An CORM na DRANING DIlE: FIGURES 1.0 AND 1.1
P.O. BOX 388 MAIERIAI3 OF . ACOMSEIE MANUFACRNOIO
A1G SUM MATFIM AK PAOYOFO TO TIE
SAFETY (81 726-1138 ses WT 0M N � � � DRAwMc xu1BEA: AD-TD-D011.1
48
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
®®
.on
TIE
LpIf-M
-DONS
HERS
TIE
24
IE-DON SPACING SPACING TIE -DOWN SPAONG TE-DOWN SPACING 1E-DOWN SPACNC 24'
MAIL PDT AD-TD-0010 TABLE PER AD-TU-DOIO T!81E PER AB-M-DOIO TABLE PC w-TD-cola TADIE PER AD-W-WID tAHE MAX
FIGURE 1.0
SEE PI�URE 2.0 FOR ALTERNATE TIE -DOUR MUROD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TIP. FLOOR SYSTEM TYP. CROSS -MD R
aAS9S
SEE NOTE 5 FOR
II 4A1011M HEIGHTI--wd10R ANGLE ANCHOR ANCE-4
FIGURE 1.1
SEE 1TGURE 5.0 FOR ALTERNATE TIE-DOMR YE A....
NOT &
1. SEE AD-TD-ODIO FOR SPACING TABLES
I SEE AD-M-ODIO FOR QUALITY OF LOTOI ICIAE DE -DOME STRAPS REWIRED.
3. SEE OTHER DETAILS FOR RDCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS
SEE AD-1D-0001 FOR ADDIIIOAI. REQUIREMENTS
S. ZONE 2/EXPOSURE'C': 60' MAXIMUM HEIGHT
ZONE 2/EXPOSURE '0': 44' MAXIMUM HEIGHT
ZONE 3/0FOSURE 'C': 4T MAXMUM HMT
ZONE 3/EXPOSURE'D': 36' MAXIMUM HMT
ENGINEER`, AC- .00. ��',.,e Ogb Veif@Dy�.. V
,,Q
B l
`�`Q�.• GAST EqF . Fiy ,�
': •Q� No. ••. ?. �IXTA
ENE8703571 INC4.
I
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'i��.t` '•� p .•'�\REF. CALLS:
'�i,��FA%Y,O"" (`�```���•
JACOBSEN HOMES
LJLJEL
P.O. 80X 368
SAFETY ARONE (OR)FLORIDA34695
NOTICE
1HRE SKOFICATIONS AND DRAIMNLS ARE
MCINAL• PROPRIETARY, AND IxmIIagIm
MATERIALS OF ACOBSN MMWACTAING
HC SDOI NATRIA S ARE PRONDWD TO THE
FMOPENTCOIFOFASPEM I� LWMSEDREI FAMMUST BE
OIAPgs
C.L.Y.
DATE:
3-27-95
REV. LETO:
DRAWING TITLE
FIGURES 1.0 AND 1.1
DRAWING NUMBER AD-TD-0011
-
�—------------
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 10
LONGITUDINAL TIE -DOWN SPACING TABLE
C�
MIN.
WND ZONE II
WIND ZONE III
C�
FLOOR
WIDTH
UK CITY.
FA END Or
AND12R
ANGLE
MIN. CITY..
EA DID OF
ANCHOR
ANGLE
EA SECTION
MI, B
EA SECDON
UK. B
36-V
3
40
3
25
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAY.
WAND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
!FACING
�
DSL "
LOAD
ANM ANGLE
SPACING
DBIL HEAD
ANCHOR ANGLE
LOAD
6'
6'-9'
3150d
41-46
5-5 1
31501 1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE E
WIND ZONE III
FLOOR
APE Orr.
ANGLER
MIL Ott.
MOOR
WIDTH
EA END OF
MOIL
EA O'
ANGLE
O
CA SECiNW
MIN.B
EA
MRB
3o'—a'
a
42
4SECTION a
25
1'"
VERTICAL TIE —DOWN
/ FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
WIND ZONE la
FLOOR
WIDTH
EAVE
OVERHANG
sPAG Rc
DeL HWI
LOAD
ANO0 ANGLE
SPACING
oBL � warn ANGLE
LOAD
30'-8'
6'
4'-6
3150d
1 46-50
4'-0'
31501 49-52
VANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF DA.
REF. cua C V4 - 014.01— y¢ 6o
,a,u11INIgq„
ON TES:
OGLE
�jF`,,,�
µ:�,�
DAPIA FPPROV MWi 0 S gg
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\No. qFo
I. SEE FULL ADDENDUM FOR ADOIRONAL REOUIREMENTS
� ;
APPROVED BY
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
910334 •:
TABULATED ABOVE
�L.: eee •k -
„i ��'-TATE OF .' Q.a
NrINC.
`•.0�'' 0
rtgAMN.IYKIIMDM.E
:� �
�f
DMACI.]IUD4R1fsLYbAN{
JACOBSEN
HOMES
NOTI DRAWN BY: DATE' REV, LETTER:
THESESPEa1CA➢SAND MUDNMNIE M.T. 2-8-99
.
P.O. BOX 368
ORIDNAL• PFOPPoETARY. AM CDAX(HDAL DRAWING TITLE:
MAIERI&S OF 4ACOBSEM UA XTURWD NORM. SPACING TABLES
„
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
gcRp�...... p A An gs A10D ITAIO51
ITPI YA 714 AND %am mw amoRANiNC NUMBER: AD-TO-0070
49
32
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE 20 FOR ALTERNATE TOR -DOWN METHOD
TYPICAL CROSS SECTION I I III
SHOWING TIEDOWNS TV- ROM SVM7 TV.
ANCHOR ANCE _ ANCHOR ANCE—
FIGURE 10.1
SEE FIGURE 5.0 FOR ALTERNATE TIErDOWN METHOD
REF. CALLS. C w f)
.a�lllllbb._.
NOTES:
1. SEE AD-ID-0070 FOR SPAM TABLES
2. SEE AD-7O-0070 FOR OUANITY OF LONCTURAL TIE -DOWN STRAPS REQUITED.
3. SEE OTHER DETAILS FOR BLOOW (PIER) QDANRTY AND OTHER REQUIREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REDUREMENTS
5. ZONE 2,AXPOSIRE 'C: 56- MAIMUM HOGHT
ZONE 2/EIPOSIRE V: 40' MADOMUM HEIGHT
ZONE 3/EXMAE 'C: 56' MAIYUM HEIGHT
ZONE 3/EXPOSURE b': 40' MAXIMUM HEIGHT
N���G�FEq • ��( �..
No. Fo .
910334
• oes •'
0 : STATE OF
rSEE NOTE 5 FOR
NAAIW Hm
WINDZONE III
(110 MPH)
20 PSF ROOF
APPROVED BY
NrC.
rtumwwurrciwcFlaRT
caumtTAN NoswcnsrxaR�a
,,AN is 5 _004
rvvncc - M�_3-1-99 .._.._..
JACOBSEN HOMES THESE SPEC:ICATIM AND DAA NS AAE
gOMAT. PROPRUARY, AND CdADFHTVI DRAMNG TITLE:
P.O. BOX 366 MJOQOALS OF 1A`M N "A'A'PA`""°'I FIGURES 10.0 AND 10.1
„ FRO. SUOI UATE/OAIS ARE PROVOW TO THE
SAFETY HARBOR, F10RIDA 34695 KMW Tlw OOC PlM045 PRD w [ a DRAMNG NUMBER:
PRONE (727) 726-1138 w cwwwma Mw s t m OTI AD-TD-0071
ADDENDUM�ag
ALTERNATE TIE -DOWN SPACING TABLES
ZONE Il & III/EXP. C �4f
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
ONO ZONE R
ONO ZONE III
t {�
FLOOR
WDTH
WE M.
E m
7 m mR
MN 01Y.
Bm OF
ANCHOR
RIME
FA L SEND
'OIIW
1&
0L 6
u FA SEOTmN
Y II. B
V�
5
23'-4'
2
54'
3
40'
��O
24'-0'
2
54'
3
40'
25'-4'
2
60'
3
44'
26'-Ir
3
3W
3
a
30'-6'
1 3
4T
4
41'
(SEE NOTE 14 FOR ANCHOR ANGLES)
VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
MIN,
YAK
ONO ZONE II
ONO ZONE 61
UL HEAD
IN
Ann ma
sPATDm
DR. WA
LOAD
mew mu
FLOOR
WIDTH
EAVE
OVERHANG
2S-4'
12'
5'-4'
31501
9-45'
S'-4e
31501
35'-40'
24'4
12'
51-4'
31501
4V -45'
5'-4'
31501
35'-40'
25-4'
12'
5'-4'
31501
40'-45'
5'-e
31501
35-40'
26-8'
12'
5'-4'
31501
W-45'
5'-Ir
31501
35-40
30'—Li
1 127
5-4'
31501
40'-45'
5'4
31501
3T-4T
(SEE NOTE 14 FOR ANCHOR ANGLES)
oa,111116lIq!li�,�
�d.��CERiS�:eCC�ms
9a
`,vim
No 45484
t>
pp
�a ru1,(4� •C:
Ti, REF. CALC.
"mmn% cCO�iQP,���e C-TD-215.01-215.20
NOTES:
ENGINEER APPROVAL
DAM APPRONO:
1. SEE 0-TD-0601 FOR ADDITIONAL REQUIRE ENT&
APPROVED BY
00
ON
2. SEE AD-M-00H1.1 FOR NAUUM PER NBWTS REMO FOR THE TOADS
TABBATED AM-
Jun2009
PIN6.'
3. TE-OOMN DEW ON NHS PAGE APPUCIBE TO DODRIE NBES ONLY.
4. 901 ANCHOR ANGLE SHOWN IN THE WART ABOVE CANNOT BE ACHIEVED,
mxs mlc ox Axp SAFEDHOKE
IY SYAx6W05
II6TAL ED AN APPR05ED STORM PLATE
JACOBSEN HOMES
JGw PM IM ST4WMM OS AK
dTAYiN BY: MIT.
DATE-
REV.REV.tE1TEk
oRAWMIc'9LTERNATE SPAaNG TABLES
P.o. BOX 365
aAIM M M m ACT"L
wA1wAM8 GM<AAOOBaIT IAANWAWUIWO
—
SAFETY HAONOR, ) 720-1138 FIARIDA 398115
PHONE (B13
W. TANK M&MUMS AM FWAOM TO 1HE
Im'BR Hw smTO "wooww m TE
aw am
NPD mFmw u ow am
DRAWG NUIBER AD-TD-0010,1
50
31
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
L (+
MIN
WIND ZONE II
WIND ZONE III
FLOOR
Y'x. Ott.
ANCHOR
uIN. OtY
A=
WIDTH
EA END OF
ANGLE
EA END CE
AY'0E
0 V
EA YC110N
YIN. B
EA 3CTI
YIN. B
2'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
�tj�
j�
25'-4"
2
50'
3
38'
26'-8"
2 1
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE IT
WIND ZONE III
SPACINGLOAD
DR. HEAD
ANCHOR ANGLE
SPACING
DBL. HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0"
12'
8'-0'
31501
40'-50'
6'-8'
3150M
40'-50'
24'-O'
12'
8'-0'
31501
40'-50'
C-8"
3150#
40'-50'
25-4"
12"
8'-0.
3150#
40'-50'
6'-8"
3150@
40'-50'
26'-8"
12"
8'-0" 1
31501
40'-50'
1 CA"
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
IDx. Ott.
EA END OF
ANCHOR
ANGLE
Mlx.
EA E
O
ID O
AANGLE
S �
v
4O �
^�Q
WIDTH
EA SECnON
YIN. B
YCiNIN
FA SEC
IN.
MIN. O
20'-0"
2
0'
268,
41�y i
24'-0'
2
7
3
50'
50,0'
25'-4"
3
45'
3
60'
26'-6'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE If
TACK
Da. HEAD
ANCHOR ANGLE
SPACING
DIP. HEAD
ANC OR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12"
5-4"
31501
40'-45'
4'-0'
31501
40'-50'
24=0"
i2"
5'-4"
3150`
40'-50'
4'-0"
31501
40'-50'
25'-4"
12"
5-4"
31501
40'-50'
4'-0"
3150�
40'-50'
26'4
12"
54
31501
40'-50' TRRT
EMEEE„ '-0'
3150#
40'-50'
NOT
ENGINEER` O 4
`� ........ �
OARA APPROVAL
1. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
`� �O; •�G\STE�,F ,F�i
N0. o .APPROVED
r
BYE
2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
= ENE8 .'
=
5oF
��
�� �;
IN 4INQ
iE%NLYNlJ"CILRRD MJL
.•' �
DIRT G\ O`
mslwOToi NOvmTETNErEIm
JACOBSEN HOMES
NOTICE:
THESE SPEOnW W5AXDDRAWN45ARE
MONAI PRDPDETARY. AND CQNIMEN1
4MNFN ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE -
MATERIALS OF JACOBSEN MANJFACMHC
NORM. SPACING TABLES
„
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
m OE MAICRVLS IRE PROVIDED TO THE
SH
P1a u0 rm 3tC= nm^as<5 MD ERrsE BE
M MD YDYT ER[u ona¢
CRANING NUMBER: AD-TD-OO1 O
PHONE (813) 726-1138
I T O M
ADDENDUM
�lsUg�s
NORMAL TIE -DOWN SPACING TABLES S�O Z. 1�
ZONE 11 & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIND ZONE I
WIND ZONE 81
YNL Ott.
ANCHOR
WL Ott.
ANCHOR
to
WIDTH
EA DID OF
EA SECn01
ANGLE
40L B
EA. OF
CA SEC SEC110N
MINCE
MIN. B
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Ill
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
�WA
ANCHOR AN;AE
SPACINGO
HE
ANCHOR ANaE
154
6" EACH SIDE
40-46
5'-6"
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
�
U
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. Ott.
ANCHOR
UK Ott.
ANCHOR
2m ��
1'" O
1
WIDTH
EA END OF
[A SECTION
AN=
UK B
EA DO OF
CA SECTICI
ANGLE
UK 0
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE IT
WIND ZONE III
SPACING
�D
A MOLE
SPACING
:E
DO�
i
ARM AACE
15-4"
6' EACH SIDE
4'-6"
42- 50
4--o
1 31501
1 44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS. C W E} q /
. mono,
NO_ TES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUREMENTS.
2. SEE AD-TD-OG73 FOR MQWJM PIER HEJC1TS REQUIRED FOR THE LORDS
TABULATED ABOVE
3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
+. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 I/2'
I -BEAM SPACING, 96' MAXMUM SIDEWALL HEIGHT AND 6' MNOMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
UNON!,(EQtPVVAU T11 ,
��` VP•w�STEq�;.�!
• a No. o''•.
910334 -
* ' -•a * _
STATE Of ; 44
= '� �/
Q �i4' ' D P' •
s' ••
DAPIA APPROVAUMM 0
APPROVED BY
INPINC.
m�TrtFTWEwAulTrFTN4wAq
■
„
JACOBSEN HOMES
BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI AHII
MESESPEOWnCATTDNSgORATHGiARE
lMX]NAL PROPPoEIARCCNIOENTIAL
MATERM 7.PCDBNUFACTURIXG
rmc w�l� OVI u0 NTOSE R
IIPT tanxxnu um IT MW anv6
Tt BY:
M.T.
DATE:
2-8-99
REV. LEVER
IMAWINC nn.E:P.O. NORM. SPACING TABLES
DRAWING NJMBCR AD-TD-OO72
3U
-m
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
axNFRAME
TE-OOIMS
TE-O MS
14TIE-DOMN SPACK IE-WNN SPACNC lE-WMI SDPLRD lE-OOMN SPACING 1E-WMN SPAOIO 4'
MAX,. PER AD-TD-MIZ TABLE PER AD-ID-0012 TARE PER AD-111-0012 TABLE PEA AD-ID-02 TARE PER AD-11 -0012 TEL NAY
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TIE -DOWN METHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS 11P. FLOOR SYSRN
SEE NONE 5 FOR
WDLDY HEIGHTM701Qt'TO'
ANGLE
gT � LEAD VDNDZONE III
OF HOME FIGURE 10.3 (1,0 MPH)
SEE FIGURE 7.0 FOR ALTERNATE TE-DOWN METHOD 20 PSF ROOF
10 PSF O.L
REF. CALCS. L`Vg_ 92, ar - 9z• l6
NOTES:D`
1. SEE AD-TD-OD72 FOR SPACING TABLES AND NOTES.
2 SEE AD-111-0072 FOR OUANITY OF LONGITUDIAL TE-DOWN STRAPS REWIRED.
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REWDEMENTS.
4. SEE FU . ADDENDUM FOR ADDITIONAL REQUIREMENTS.
EIGH
5. ZONE 2/E%POSURE'G': 56' MAXIMUM (EIGHT
ZONE 2/DPOSURE U': 56' MAXOMM HEIGHT
ZONE 3/DPOSJRE C: 56' NAAMM HEIGHT
ZONE 3/EXPOSURE 'D': 56' MAXIMUM HEIGHT
�I.
�' SITE ' ,! ��'%
` .�Q�.No. �Fo ••. ':,
•: . 910334
A : CF •: W :
' 9�.�•''• OIA�P' VA
4J •.
DAPIA APPROVA
APPROVED BY
INC.
INC.
'
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
Em
NOTICE
TIEg 6PEORCAIgNS AND ONA ARE
ORICMAI. PRWFXTANY. AND CONFIDENTIAL IA
MATERIALS 6 AACO6 ANIIFACM IM
MAT
MC 9ID1 MAIERALS AK PROVIDED M THE
le>slwT RN � R"M AM M r BE
IUI C,)NEwENRAL AND YON7 nmM anal
A Y:
M.T.
DATE:
3-1-99
fEV. DTI'
DRAWING TITLE.
FIGURES 10.2 AND 10.3
DRAWING NUMBER
AD-TD-0073
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
I. FRAME RE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL RE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOWNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. 'MIEN ANCHORS ARE NOT
INSIALLED AT THE ANGLE(S) SPECIFIED IN THE TABIE(S), A STABIUZER PLATE MUST BE ;NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. All GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIOUS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE U14L
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COALING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-D' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WALE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME 11E-DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE 1-BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINETR ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASIA STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS
15. All GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REWIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGTUGNAL RE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHCH IT IS ATTACHED (SEE NOTE 16) IF REWIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCION(S).
Ul ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE AFPROPRIATE TABLES FOR
THE REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING REQUIREMENTS. ALL BLOCKING DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES
4"u,?rNb I
P
ROVED BY /a,,,...
4� No. Fo.?
THESE NOTES AND DETAILS ARE APPLICABLE
T 5 T395
FOR WIND ZONE 11 AND/OR WIND ZONE 111. THEY
5 i ENEM03571
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
= .+
INC
FOR SPECIFIC INFORMATION ON EACH.
TA,I f�E4A
JACOBSEN HOMES
NOTICE:
WISE BPEanunoeS AND MAWN69 ARE
MWAL PROPRETMY, AND aMwOm
RO"14 TAAA
C.L.Y.
OATH:
5-19-95
REV. UTTER:
A
DRAWING TITS:
NOTES
m
MATMALS OF JACOB6EN UMANACTUDNO
TD-GENERAL
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
MC IwN MATERIALS AAC PATO ME
K� 7 Ea 9 CM P11Yrg5 AD lull &
DRAINING MA9Ek
AD-TD-TOOT
PHONE (813). 726-1138
IFPT EDNnDIDAL Aw earl rmN mNm
29
52
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.IOS X V MINIMUM ROOFING NAILS
OR .113' X 1• MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED M LIEU OF STAPLES FOR
FASTENING FLASHING 70 ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA TATH ROOF-
' MG MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE, SECURED 70 ROOF, ON TOP OF
UNDERLAYMENT. AND 70P OF FLANGE
UNDER SHINGLES. MATH 80770M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER MOTH SHINGLE TABS
SECURED MTH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
OARA APPROVAL
NOTES
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- x 1' X 16 GA.
A
ROVED BY
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
JT)% a
ITPINC.
FEOE
ALMANUFACTUflEDHOME
CON
RUCTION AND SAFETY STkNDAflOS
JACOBSEN HOMES
N077CE RN
MY�EQGSAIODRATNOSAI[
IXtAPIN BY:
M.T.
DATE
02-04-04
REV. LETTER:
DRAPING TITLE:
CRIc+TAL MPRIETART. AID LOWKNIM
" P.O. BOX 368
MATUMS OF AVIIBMN MNRRACI~
RIG SOI IMTOIRLS ARE PRDMIIm TO M
TYP. FLASHING INSTALLATION
—
DRAPING MNBER
AD—PR-7009
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
TIE~ FOR STICK PLITFUCS MITI MST [
RPT CMVEWW ARP SECRET TYIRI COMM
ADDENDUM
OFFSET
UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D 11.
LONGITUDINAL TIE —DOWN
SPACING TABLE
L r�
MIN.
KIND ZONE I
WIND ZONE M
FLDD(t
ARM
Ott.
KHOR
MOTH
k Ott.
EA EID OF
ANGLE
k
FA DO OT
MGLE
NNIE
EA sECTXW
un. a
EA sEGWLWI
IWl e
12'-0'
3
4T
3
61'
l�o
13'-4'
2
54'
3
41'
15'4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE M
SPADNG
OUL WA LO D
ANONN ANCiE
�ACNC
DEL WA LOADMOTORAXOE
FLOOR
WOTTH
EAVE
OVERHANG
12'-0'
12'
5'-0'
31501
40'
4'-0'
31501
39'
IS-4'
12'
5'-0'
31501
41'
4'4'
30001
40'
15'4
12'
1 T-0'
31501
43'
4'-0'
30001
IT
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
MIND ZONE I
WIND ZONE 11
NH. QTY.
AKW
RN. MY.
ANam
11
FLOOR
S
IMDTH
FA OF
NDF
EA ENO OF
AKLI
EA gctax
s
MIN. e
EA SECTION
uL B
12'-0'
4
45'
4
60'
IS-4'
3
45'
3
60'
15'4
1 3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 1
00 ZONE M
SPAM
In MIL ffm
ANm AMSPAM
L NE
AIIDIt�I mu
FLOOR
MOTH12'-0'
EAVE
OVERHANG
12'
4'-O'
31501
40'
S-0'
=I
36'
IS-4'
IV
4'-O'
306511
41'
S-0'
3=1
X
15-4'
12'
4'-0'
3001
43'
S-0'
301
41'
NOTM,
1-(,( • cAtcs, c-so- 16 •or- 16.12- ENGINEER MP�Q►71�•-
�•.pOFQ,i�"w
! 7, p
1. OFFSET SECTION NTH THE MARRIAGE LINE WALL EXTENOIRG BEYOND M ENDWALL OF •.j`'C1`�
THE ABM= SECTION MUST BE RED BONN AT TIE MARRIAGE LINE M AOCORDANCE .• � ; • ��;-r1r=T�gr �'y '� p D BY
' O �'i •
NTH THE TABLES
AM THE SXIEN'ALL SIDE MO TIE ADJAfE71T
SEC110N(S) ARE TO
BE TIED DOWN M ALCOADANCE WIN THE NORMAL SPAM TABLES (SEE AD-TD-D010
JUN t 1l
FOR 12'-0'
II IS-4' NDK AM AD-TD-0070 FOR 15-4' WOES
2. SEE AD-ID-OOH FOR ADDITIONAL REGINREIENTS.
INC
3. SEE AD-M-0081 EN,TI FOR MA)URN PIER HT REQUIRED FOR THE LOADS TAWTO • Q'. �'
'•'20RIDp;•• y�44r .�
ABOAE I . LMRIIIIFACTUREDHOME
.
JACOBSEN HOMES
,IE� �EaR�A A� NM���'O + ; FL•A���'�'�•T•
6-8-04
ImpN1C
P,o, BOX 368
aNutu, IATOPPETARr, Rp DRAWING 711
MOEtl"s a JACO&¢" ""NF OFFSET SPACING TABLES
WEll MMDINS ARE m
L.j
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
A67PBR RR SPMNC TIM M9 DRAWNO MMBEft
ITS" 1XI111110 L RD MTAfI - AD-TO-0080
e
53
28
a
y
I
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOI'ANG TIE -DOWN SPACINGS
—I�IAeIIA•—
Tag€i
oTFST sEc� � � m Ao-to-oao TARE m Ao-v-o610 rAaE
FIGURE 11.0
M PICDRB 4.0 IN ALMIN T16-DOVN UTBOD
ECTIC
DOW1
FM
TOR
OR AD-M-0o 1AM
YI—m mmaE
cgE.cs .�G
NCITW
I. SEE AD-ID-COBO FOR SPACING TARS (OFFSET SECTION ONLY}
2 SEE AD-ID-0000 FOR OUAMTY OF LONaRIgAL TE-M STRAPS REQUIRED.
(OFFSET SECTION OILY)
3 SEE OTHER DETAILS FOR BLOCKING (PER) OUANTITY AND OILER REQUIREMENTS
4, SEE ADAD-0001 FOR ADDITIONAL DEQUIROANTS.
S ZOE 2/t POS RE •e: 48' MAXIMUM HEIGHT
ZONE 2AVOSIAE V- 46" MAXIMUM IEIOO-36' FOR 12'-0" WE UNITS
ZONE 3AXPOSUAE • -.' 48" MAXIMUM HIM
ZONE 3/0POSDPE V. 40' MAXOLUM HEIGHT
— — NIaHOR AIgE—'�i
(""'
C4 19,01 ^
FIGURE 11.2 19',08
M- 93®tU18 WDDIIN 01011
aOF "r# OAPM APPROVAL:
APPROVED BY
. , ojlTOP
JUN nil 24
INC.
JACOBSEN HOMES
NOTICE `L' o
TRE4SKOW'ETRDISAMMAYIIIGSAIE
: WAI 'FIT:
M.
IA"REv.
6-8-04
LETTER:
P.O.
ONNAA. PROPMMITY, ND CONEMIK
MA
WARM" OF MODEM MIFACRMND
DRAWING PIE
FIG.
11.0, 11.1 & 11.2
/L
SAFETY HARBORR,, FLORIDA 34695
Ne 20 MAIMS ARE PRE TO M
NNW FIR 9PM MOMS AID MST 9E
M
DRAINHUNBER;
PHONE (727) 26-1138
726R
MPr MMOMMAL NM sm I'm OARS
AD_ TD_0081
SITE INSTALLED SHINGLE AND UNDERLAYMENT
REID INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN. V WDTIH OF ROOF CEMENT.
151 FELT TO HAVE A 6" URN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6" WIDTH AROUND
AND A MN. 6" WIDTH OF ROOF CEMENT - ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEMIS. PERIMETER OF ROOF-
I
;�
FIELD INSTALLED ROOF SHEARING (Tw)
I 6' WIDTH OF ROOF CEMENT WHEN
OPTIONAL 15/ FELT IS INSTALLED.
r� I
I
-I I OPTIONAL VIER OF 15/ FELT
L>r
If1 if I' I
Ls
r�
ONE-PIECE SHINGLE
UTAE%AYIRM
ROOF SIEAOWG (IYP.)
THIS ROW OF SHNGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6" FROM THE TOP OF THE SHINGLE TO ME EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF V MINIMUM.
1/2- 11r
TO TO
I• � � SIT � >!IT � � 1.
-{}'AIL 1�'}• I�
N
FASTENING DETAIL
TWNOZONE M
(110 MPH)
ALL EXPOSURES
NOTES:
DOIM APPROVAL:
OAPIA APPROVAL:
1. CEMENTING OF OPTIONAL I5# FELT IS NOT REWIRED IN ANY AREA
APPROVED BY
EXCEPT WHERE NOTED.
Revised
2. FASTENING OF OPTIONAL 15f FELT IS NOT REWIRED. (FASTENERS APPLIED
ME JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.)
�r o
Johj n,
Ct 29,2007
PICNIC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
K2 En9XLTE'cif Log, Inc.
FEDEW YgxIFpCE11RED HOME
MD SAFETY RAPIMROS
ONLY WHENSPECIFIC APPLICATIONS ARE NOT COVERED.xSMUION
JACOBSEN HOMES
NOTICE
TlF4 APE/i1G1iIPN5 No mA1N1S ANTE
CItAMN BY:
O.A.
GATE
10-24-07
M. IEiIFTt:
P.O. BOX 368
MMNN. PIIOPWMY.. NO m1wEEIDR
"IEPoNS OF aACo 1AWFACR M
Ow MArom ARE FROND) TO ixE
A
DRAWN IRE:
$11E M
STAilED $FMILLE AIANUNDERLAYMENTUNDERLAYMENTNC-
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
xK" f EDR 9= PJFM ND MA9r E
IQPT cofeB mL NO sa2+Er ME onm¢
DRAWING NUMBER
AO-PR-7008
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE 7
SIZE INSTALLED FLEX DUCT/ SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
VENT CAr
(OR SOLAR
SITE INSTALLED CENTER
,SECTION OF ROOF
�— EXTEND FLEX DUCT 3• ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSIALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3• ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TTP. CONNECTION TO VENT CEILING PANEL
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3• ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
;XHAUST DUCT SPLIT
LND FASTENED TO ROOF
)ECKING OR BACKER
NTH MIN. 4— BD NAILS
N LIEU OF FASTENING
1UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
`SHEET METAL
SCREW
EX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL •A'
1•NTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS,
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
NOTICE
JACOBSEN HOMES
T1E3 XAR A0 o"W ARE
L PRWRI COML0IRAL
oPoTERM
OF A%IARA I M
"TERMS OF
YOYM 10 NG
„
P.O. BOX 368
Nc 91UI ILS ARE DIE
ARE PROYAFO N 1BE
SAFETY HARBOR, FLORIDA J4695
KaPen AND
O SPECIE
726-li
PHONE (727) 726-1138
ATPI CRI/IDFMW MET, YOEI IRCW O11D6
26
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
—VENT PIPE
(SITE INSTALLED)
(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
CSEE G'QCGS, �G,
�-su- I6•Gi-Id.fz.
SECTION
tAN
OVAL• - NOTES• ENuxcL(c IoY%\STEP" :c�yDArIAArrRuvµ:
NC7 1. SEE AD—TO—OOBO FOR SPACING TABLES (OFFSET SECTION ONLY) RTD. BY 2. SEE AO—TD-DoeO FDR INANITY CF LaNON01Al RE—DOAN STRAPS REQURFD. _ 910334 (OFFSET SECTION ONLY).JUN 3. SEE OTHER DETAILS FOR BLOCKING PIER OIIANnTY AND 01HER REQUIREMENTS. 4. SEE AO-TO-OODT FOR AOOITIONAL REOUIRFMENIS.��./P:tIINC. . �' A•�.,NDIA�• 'v`' : VpD HOME,�.A♦♦`DERti: h.1i,A'pi�f'iif:r7'r.ETYSTANDARDS GN51Rl!C'ITd AkU SAFE] YSi;.".UAn!!S
NOTICE: DRAWN BY: DATE: REV. LETTER:
DAIL REV. LETTER: JACOBSEN HOMES TIE; SPECW1LARoNS AM DRA'NNM ARE R.R. 5-9-01
R.R. 01-23-04 ORICWML PROPRIETARY. AW CMVD11AL DRAWLC 11LE:
_ P.O. BO% 366 MATE"Au OF ACCOSER UNIVAC M FIG. 12.0
ED ROOF EXTENDED VENTS ENV
SAFETY HARBOR, FLORIDA 34695 W� 9TOR MAWUMrAS ARE PROWOEO To INE
PHONE (727) 726-113e RETAIN1K C WW SEMIF� al O� DRAWING NUMBER: AD-M-0082
AD-PR-7007
55
ADDENDUMGVR�s
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES
ZONE II & HVEXP. C &
LONGIT INAL TIE -DOWN SPACING TABLE
MO(.
NINE ZONE I
WND ZONE IN
{�
FLOOR
WN Orr.
ma
WIL CITY.
ANCHOR
�g
NAOTN
ENE CIF
ANGLE
EA 00 OF
ANGLE
SECODI
MIN.MIN.B
EA SEC8OT1
LWL B
O�
26'-8'
3
4T
3
53'
g
_V-8'
3
52'
4
45'
VERTICAL TIE —DOWN / FRAME TIE—DOWNiSPACING
TABLE
MIN.
MAX.
HIND ZONE A
NAND ZONE 11
SPACING
DEL
man ANGLE
SPACING
OBL�
ANGLIGLL AIDE
NIDTTN
EAW
OVERHANG
26'-8'
6'
6'-8'
31
40'-50'
6-4•
31501
40'-50'
364
6'
V-8'
3150E
4T-50'
5-4
1 3150J
40'-50'
LONGITUbINAL
TIE —DOWN SPACING TABLE
MI(..
NWD ZONE I
HIND ZONE 10
Sg�
FLOOR
011:
EEn ff
man
ME
YIN. D O
EEL OF
MOLE
\
NIDTN
SECIMW
LK
1R
IL
5j
O v
a
EA SECRION
U
9
26'-8'
1 4
4r
4
5T
30'-8'
4
51'
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MR
MAX
HIND ZONE I
VNNO ZONE M
SPACING
LOAD
man ANGLE
SPACING
LOW
ANM I11GLE
MDTH
OMNMG
26'-8'
6'
5'-4'
3150 j I
40'-50'
4'-0'
31501
40'-45•
30'-8'
6'
5-4'
3I50
40•-50'
4'-0'
31501
4(=45'
VANDZONE 111
- (110 YPN)
20 PSF ROOF
10 PSF D.L
�1
FIEF. cxcs0ALu411,,�,
NOTES•
OW APPROVAL:
1.
+.��o;`slFlcq;. •,y
APPROVED BY
SEE RILL A110HNIxY FOR ADDITIONAL REOIDRETILTIiS ,�,
� a
e ND_0045484
•
y
2 SEE A O-10-M FOR MAWN PRR HEIGHTS REQUIRED FOR THE LOADS
TABUAIm ABD1E
n
AN
=*'
P INC.
is A t
•......•• �
FEDERAL MANUFACTURCD HOtdE
„�
+lEfTEDENG
CONSTRUCTION AND SAFErlSTANDARUS
JACOBSEN HOMES
TICK S�ICATIONT'CNOMUM ME
WWI or.
M.T.
�1E:, 07-20-04
KY'LEnEk
TITLE
108' HIGH SIDEWALL SPACING TABLES
P.O.. Box 368
QvmwL FWwIEMRr• Alw DWINTFDnAI ORAWRc
wT06Ns O ,MD= 1MNEA6WIIN6
NO. SUCH MAWMAL+ ARE AIOAND w WE
SAFETY
E)D 9S
7261138
MOINN iBNUMBER7PHON((7
wq cormnk MID �nut MW
AD-TD-0083
ROOF VENTING
/ MARRIAGE MALLS
IYP. NOD N. CUTOUTS FOR
A(11TAATxN5D O ROOF SECTION
r- (SEE OWH FOR REOIREMENTS)
100 SQ. IN, CUTOUT VENT HOLES
REQUIRED IN FLAT FAT ROOF SECTION ROOF SECTION
(1607 x SECDON LENGTH
CUTOUT HOES:
D To 15-6'
1
15-C To 31'-3'
7
31'-J To 46'-w'
3
4r_1 TD 6 -6•
4
62'-6 TD -O
5
i }
MMRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
ul
It
MARRIAGE WALLS
91 LOW VENT LOW VENT
IN •',)
I
•50 SO. IN, VENTS REQUIRED
I HIGH VENT IN SITE INSTALLED TRUSS SECTION
z
W
� l
r_
it
_ _ _
$ I
\_ CENTER LANE OF CENTER SECTION
(m) A YCIDN LoLM
1 Irx 1[Hn:
LDn wN
31- WO-
1
NDIO
K
1 FA SK
firw W-T
2 FA ME
I .N AWN) w O Wuq ttNrs
BI
TYP. 5o SQ K ROOF VENTS +=+1
LOW VENT (SEE CHAR7 FOR REOLARCMENTS) LOW VENT
MARRIAGE WALLS
I c
1
I SITE INSTALLED CENTER SECTION OF ROOF.
I
6 a..
3
i
W
ROVED BY
14 JUN 10 29�
INC.
rM JACOBSEN HOMES N0710E �• u...�:
TNIs SPCNYLUTva AN6 FWAINGS ME �--o.: R.R. "' 01-22-04
DWD•IAL FWCP [IARI. AND WRDOIWAI DRAWING 111LE:
P.O. BOX 368 MAIEFAN.S DF 'PGDM MAIITACRONG ROOF VENTING
_ SAFETY HARBOR FLORIDA 34695 KCF W FOR SIM MIFM MD MST t DRAY" NIALER:
m PHONE (727) 726-1138 1DT Cor aN Nw suWT NDA O!"m AD-PR-7006
56
i
SITE INSTALLED PITCHED ROOF VENTING
TIP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR OUANRTIES)
FIAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J /
CEILING PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
NOTICE
DRAVIN
JACOBSEN HOMES 7XEE�EfiDAROHSANDDRAM�ASAM
pdL1NAL. mDPMEEARY, AIA AwwGsL%I17ML DRAW
NATE
P.O. BOX 368 SIM MAHMNS NEAPS Ymmw To 51
RE
SAFETY HARBOR. FLORIDA 34695 R M N1 FOR SPEOIC RWM NO IES1 BE DRAMH
PHONE (727) 726-1138 KEPI COEOFNWI NO EOBI MW DIM
SITE INSTALLED CENTER
SECTION OF ROOF
BY
'I" Revised
1Dct 25,2007
AND
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING 11E—DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS tm. aOa
MOLE
FIGURE 10.0
FIGURE 10.1
SEE MOE 5 RA
.y WAN NOON
ANOIOI AMOE�
MINDZONE N
(110 MPH)
20 PSF ROOF
10 PSF D.L.
5v- Ng.o1— 1$, z3
11.. Ao-To-ooat FOR SPAM TMLM ,U� i�E+ iF' ' t• �'i. APPROVED BY
2 SEE AD-1O-00ST FOR OUANTY OF LONOTUDIAL TE-OOMN STRAPS REDI M
1 SEE OTHER DETAILS FOR BLOGIM (PER) MM711Y NO OTHER RE011610EHTS
A SEE FGI ADODpM FOR ADDITIONAL KGOREYENIS N Q
5. ZONE 2/ETmm 'C': 36' WUEMUM HDOIT Q
ZONE 2/OPOSIEE v: 27' MAX" HEIGHT '� F •' �OF� �'� YYp INC.
ZONE 3/EP06UIE'C: 38' MAAMUM HEIGHT �� C/�'••.V. 32MA)0MI.M HEIGHT, •,.i• •� e% FEDERALMANUFACTUREO HOME
ZONE6. ALL SPEp�FKw' TIGHTS ARE BASED ON 2T ROOF ANGLE MAC. ,,N" """ CONSTRIICTIDN uS f IY;ES nHU�S')`
O.A. 10-24-07
A JACOBSEN HOMES NOTICE:
LLED PITCHED ROOF VENTS a� AN 0 AM
DATUM mF ANIMMY, IIID O ACR M*
P.O. BOX 368 MAIFICOI A YLS ARIE MAIAM 10 ME
AD-PR-7005 Mc w MAmm AAE PROF° IM K
SAFELY HARBOR f725-11 }I693 an om s 9®R MET NM om cum
PHONE (727) 728-11J8 IQPT MYLOEI/L ILO 4OEi RMY OIIMIK
M.L 1 __._ 07-20-04
—FIGURES 10.0 AND 10.1
DT: AD—TD-0084
24
57
ADDENDUM
OUR
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES SEE p t �01
ZONE II & ID/EXP.. C & D 10•
LONGITUDINAL TIE —DOWN SPACING TABLE
mN. I We ZONE ID
•t t �l FLOOR • Yx 11". AM w. arc I mm
3 1 45'
VERTICAL TIE -DOWN FFRAME TIE -DOWN SPACDJG TABLE
MIN.
FLOOR
TROTH
MAX
EAtiE
OVERHANG
WIND ZOE I
WINO ZONE 11
�AONC
CEE. W
EaD
ANOgR AMOE
SPAoIc
°
LOAD
AN010V AROE
31501
49'
5-4'
3150
45
24'-0'
6.
6'-8'
31501
49,
5'=4'
3150
45'
A
O V
r�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
INOTH
WIN ZONE 1
WARD
ZONE W
Yx V.
EA Deg
EA SEm
mm
AM
UK 0
WK ott
EA. DO OF
EA SECO01
wars
MME
MK 1
2.14
3
48'
4
4Y
3
ST
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
MAX
OVERHANG
WIND ZONE 1
WAND ZONE 11
SA
W.
ANDIOR ANU
SPAaD I
LOAD.
MOM )XQE
6'
S'-4'
3154 1
47'
4'-0' 1
3154 1
4Y
6'
S-4" 1
31501 1
4T 1
4'-D' 1
3150
43'
108' MAX S1DEWALL HDCHT WINOZONE R/IR
(110 MPH)
20 PSF ROOF
_10 PSF D.L
NOTES, APPRM
1. Sa FULL . AD0010W FOR AEOIAONAL REOAREA471S G�`i'flFl
' 1. SEE AO-iD-OOD6 FOR YMOYOM PIER NEX771S R[WEFD FOR THE LO a'
' �.. a
TAB"IM ABDN£. s
uE
106' 10
SAFEtt HARBOii, 7LORIDA 34693
rmFnR IDE>ati70AVDtCiAq OaiR
g1AlAND NUA
MONE (�i7) 726-1138
mt mnlm;ut re ��a (AqI yAp¢
1+onca
JACOBSEN HOMES 7NE7ETFDIIfJ1XFeA1mpUA1GSARIEi L
woxa rRwMURA Ale tasREAu ORAYMc Bn
wlowus or A1DOBiA tINApCMRC
� P.O. Box xe Uc arw tutwns Au FNDNDD TO
APPROVED BY -
NDec. 13,2006
AIINC.
FEt�e w NAInsAt DADw
cwstANCrgN AAD sFF[rt srANDAsos
AD-
mm
ON SITE PITCHED ROOF DECKING INSTALLATION
tA• UN
I rr, rtwr rrtAMInG DECKING
16' ON CENTER OFFSET
TRIPLE WADE CENTS SECTION PEAK\
SNE INSTALLED DECKMG ON PITDIEp NO BLOCKING REQUIRED
TRUSS SECTION Et RFNWAT CONTINUOUS PANEL
BOTH W1SDE BECKONSS(2 (2 FULL ULLLL
ROWS OF SHEATHNG) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE
INSTALLED PITCHED TRUSSES
TRIPLE WOE MARRIAGE LINE
MIN. W10TH PER SHEATHING REQUIREMENT
MANUF. INSTALLED DECKING TO HERE
APA RATED RDOF OF(XING
(OR EQUAL)
I,
WINDZONE N
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: MAKER APINOYAL• OAPIA APPROVAL
1. 1/8' MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES, APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 W Rvised
SPAN RATED) DECKING (EQUAL OR BETTER). .John C. UOEa n.=N7po.et29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2F_nq;;TiNC.
SAME DECKING PATTERN.
FEDFW KMUFAMAED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 CONSTRICnON AND SAFEW STANMRDS
GA. STAPLES AT 3' O/C EDGES AND REM
AW
JACOBSEN HOMES mmsuIDAT110mmeWAmwsAla � BY: O.A. DA1E 10-24-07 Re1''�"`R`
1 PROPRETW xo mBO01RAE DRAWN n7tE:
P.O. BOX 38B wT� DT i YNIIIFACIIg1O
mqopmxe so RAmF LS AI[ ntamm m DE ON SITE PITCHED ROOF DECKING INST.
SAFETY OHARBOR.
E (OR.) 726-11LORIDA38 9s � r c mu Am � duwNC MBmBt AD-PR-7004
58 23
r 1•
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLDOKER
19' O.C. MAX BETWEEN OUTLOOKERS
�-2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 1cn•
DOUBLED END ZONE RAFTERS
TV. 16, O.C.
19• 0C.
2 X 6 CUTLOOKER
IT O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLIT
2 X 4 NAILING BLOCK
(INSTAIIED ON SITE)
MIN. (3) .131' X 3 NAILS
FROM NAIIJrIG BLOCK INTO
PoM PIATE OF ADJACENT
SECTION OF UNIT, AND
MIN. (3) .131- X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
70GEM W/MIN..131' X 3'
NAILS OR MIN. 7/16' X 2 1/2'
X 15 GA, STAPLES 16' O.C.
MAXIMUM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO CUTLOOKER J ` 2 X 6 OVERHANG FASCIA
W/LRN. (5) 7/16- X 2 1/2' X 15 GA. END ZONE ASSEMBLY NOTE:
STAPLES OR MIN. (3) .131- X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) DDTT ro BLE IRU M�
(TYPICAL AT ALL CENTER BRACES) M TIE EMDZONE PER F61M 001
TRUSS ONLY
OUTSIDE OF
UIFA
f BE
PLACED ON IDEA WE
I NDS01
1. ALL TRUSSES LOCATED YATHIN 360 OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS
QUMW.
PENEIBADok
.131 PD NAIL
5
1 I/f
15GA STAPLE
8
1'
t1 SCREW
2
1- (IM L 1P)
OUROM FA58NFRS MAY BE RSMNED Tnnozu
FROM TOP CHORD DON F PENETRATED! ALL DO
B MAINTAIM (110 MF
20 PSF
C-RC-197.01-197.02
A/7-7( 02S
John C. Doeden, P.k,
K2 Engine ing, Inc.
APPROVED BY
05,2008
N 141KC.
FEDEW "WAMMD HOME
WNSM010H AND SAFETY STANDARDS
JACOBSEN HOMES
EIDED
N01A
THESE Am
oRiwMi PROPMADE AND CONDOM
FA AM D1:
O.A.
NA,L
1-29-OB
ILLY.
^
DRAW IME
P.O.ENED eox 38D
YAIENA S OF JA OM NNN FACTURM
NG so MATDeus ARE PRMDEB 10 DE
END ZONE RAFTER/OVERHANG ASSEMBLY
H
SAFETY HARBOR, FLORIDA 34695
Munn FORfmHpiross No DUST E
DRAMNO MUNBEI:
PHONE (727) 726-IM
RPT came AAL AR 9WlY TRW OTFAS
AD-PR-7003
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVABON
FIGURE 10.0'
TYPICAL CROSS SECTION
SHOWING TIEOOWNS I I TV. ROB
IF S Mut MOLE O a DRAFT DRAF WMAL
�DE(TP.) FIGURE 10.1
TV.
®13FRI
SM IM S FOR
I"" NOQRT
NINDZOINE 6/M
(110 MPH)
1 20 PSF ROOF
10 PSF O.L
.
'tl•.___--,IAA
1,SEEAo-ID-Does FUR 4AONc TAMES
F tit 1
+'0:Y1flC,�} �'r •���N
DAPIA APMWAL-
APPROVED BY
- Z SEE AD-10-M FOR WARM OF UMnUAL X-DOW STRAPS REpMiD. -
00
3. SE TIDED DETAILS FOR BLOLNMG (PER) QUANTITY AND OVER REUNUENTS
f+0. C-0 •
ON
UREN
4. SEE RILL AOODIGN FOR AWRONAL REOEN6
i.
• Deo 13 2006
S ZONE 2/DPOAME Y;: 44' MAN" HEIGHT
ZONE 2/DPO5URE V. 26' MAMA HD:H7 �'
AINC.
!
r D.ILA: ~
�: .
- ZONE �/OPOSWF •C: 44' 41AIMRM NOWwt
ZONE 3/DVOANIE TF: 35' MAX" MDGIT
• +n - YY
•�/
FaEA.E.N111FA1Llweo NOMf
CMKRERIMINMO WEAR STANWMS
ALL RE BASED ON 27 ROOF ANQE MAX AND FfM• MAX
r Q. , f(L ��
�'� (A1•C'1•� Lot* •!
6. SECf[AWG
SOEML HUM
y+'
JACOBSEN HOMES NO7'� "6 Da1ET 6T ' FeC FARM[
FI[S M[DfRcufOa AAD t4MNN16 AA[ R.R. 11-28-06
mwHAL ARO'RETA L AMP fA7RF1RMl DRATMO DR(: '
\ V cl P.o. Box 36e ■G sm rowuAM nDNxeA`"w""'6RD FIGURES 1(].O AND 10.1
SAFETY HARBOR, FLOR VA 34693 AEv�BN laR flat Mrlo� uD Obi NT DRANK NUUDEL
PHONE (127) 725-1135 Aerr 4n•m7.E sxoo nR•tn1oF6 AD-TD-0086
22
59
ADDENDUM FI��gES
(108AwD►�E LI,P) g 1`3
NORMAL TIE -DOWN SPAdINO TABLES k. �u�l
ZONE 11 & III/EXP. d & D lwll
OcUgY
tl
LONGITUDINAL TIE -DOWN SPACING TABLE
ow ZONE 0
00 ZONE IA
FLOOR
IWTM
ON. Tot
EAE40 Or R SECTION
0
OIY.
EEk SECTION
t
411 0
12`-0`
2
53'
3
40'
13 -4`
3
jr
3
46'
15-4`
3
46
4
40'
VDRT0AL TIE -DOWN / FRAME TIE -DOWN PPACING TABLE
VIN.
FLOOR
ODIN
ODIN
VAX
SAVE
OVERHANG
OD ZONE n
0 ZONE 61
VAX T41A
HEIGHT
Mp1DR.
SPAONG
VAX PER
Two
12'-0'
6' EACH SIDE
5'-4'
72'
35, TO a
5-4'
38'
45'
IS-4'
6' EACH SIDE
5'-4'
80
35' TO 40'
5-4'
Cr
4S
154
6` EACH SIDE
5-4'
80`
40'
5-4'
of
45'
t;
A� I�
LONdITUDINAL TIE -DOWN SPACING TABLE
�pN
zoNE Row
ZONE I
FLOOR
On.
Ek A. IEECD* or
Allows
4k a
Ott
iA. END
4k O
3
52'
4
4D'
13,-4`
3
52'
4
45'
4
4V
4
56'
VEIRTIdAL TIE -DOWN / FRAME TIE -DOWN OPACINU TABLE
FLOOR
ODIN
EAVE
OVERHANG
iwD Z% I
ZONE W
SPA*
��ER
AgDM hm,
VA*
04 m
mom ANGLE'
12'-0r
6 EACH SEE
Al' -Or
72`
37'
4'-0'
34'
40' TO 45'
13-4'
6 EACH SEE
4'-0�
72'
40'
4'-0'
3r
40' TO 45'
15-4
6' EACH SEE
4'-0'
W
40,
4'-0'
42'
40' 10 45'
• NOTE: VEN ANCHOR ANGLE FROV VERTICAL CANNOT BE
ACHIEVED. ADD APPROVED STABILIZER PLATE,
SEE NOTE 15 FOR HOMES SET IN FLORIDA
9 ckm
6r Fe►
NOTFEl.
1, SEE RAL AOOENow FOR ADDITIONAL PEOUTREI�ENTS
2 TABLE BASED ON ANCHOR )(ORIONG LOAD OF A1501' AND DIAGONAL TIE TO
OPP09TE BEAIL
3 VAX FAyE oyE161ANC RF7'E16 TO OVERHANG AT 9LE1j+ltt NOT TR1►1T oa REAR
ABOyE TABLES APPLY T`01•1H11 160' AND 181• ROOK *DNS �JjjTH 95 1/i
4 1-BEAM SPACING, [Or VAR*U4 SOE#ALL HmI AND 6' MAlo11UM SIDE
OVERHANG (6- OVVR44C VAX EACH 90E OF OPIL
5 STABLRLR PLATES ARE REaIMED ON 90EA'AIL AN04M MITI LONGITUDINAL
AN MOBS SET IN IIA910A SEE DMY RLLE [Sr. EFIECTIIE VARCH 29, 1999.
EkA:,•_CQ r,
e: i
', 'C: ;."� :'I4.•�j ••
•!� ^'. :,.. S•'
j1•. �: y _ j +--� i
, F +�)
'S..,...r iF.i. 'i•
.,� •.a if _ "' ` .
s'4n '•• �i Q�f'vP: '�``r
••,� sal' •••• ••Cy1 `t'i`e
4� RE D E -♦
OIPA APPROVAL:
APPROVED BY
Maz 25,2008
N INC.
s¢oswu •exxsecrosFo xons
consnwcnoxexo snrsrvstexneaos
JACBBSEN HOMED
®AroensMrc+�GmEN
P.O.,O. BOA 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NORM
at
Rad1AAL tesR[INItl DLL
khWACOMAG
5101 A" ARt FROM To RR
no* RR RO1[ RIPOYS AO.MAr H
DR c
D.M.T.
DATE:
12-11-07
REV. LE77FR
DRA G TITLE
NORM. SPACING TABLES
DRW AORASR
AD-TD-0087
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
MEN 7/16' X 1 1/2' X 16 GA; STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A'
11' MN. STE INSTALLED DECKINd O%ERLAP
FACTORY INSTALLED ROOF DECKING
SEE NOTE /2
BE RIDGE Bel
EE NOTE i4)
SEE NOTE 11
CROSS-SECTION
REF. PG. RC-07-0044
I NDS01
1. SECURE EACH 16' D.C. RAFTER TO RAIL BELOW WIN
2-j10 X 4 1/Y SCREWS AT EA01 RAFTER END. STE
INSTALLED PITCHED RAFTER TO ALIGN MIN FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAKE 1 I/4' PENETRATION MIN.)
Z ATTACH MATE LYE RAFTER RAILS (OR RIDGE BEAMS) MTH
j10 X 4 1/2' SCREWS 9' at MAX. SPACNQ
3. SEE AD-FA-0020 FOR GAP TREATMENT BETMIEENN SECTIONS.
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED WITH 7/16' X 1 1/2'
X 16 GA STAPLES, 2' O.C. MAX. TO
EACH 15' O.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA..:ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
C-FS3 - 88.01
John C. 0oadan, P.e.
K2 Enginwrirg, Ina
MNDZONE•II
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
ool
��Jun 09,2006
JACOHSEN HOMES
nv.wc
TR9GRi[dGa6AlOR.�xOARE
O.A.06-02-06
P.O, tloR 360
Of.P.w xw i6cor.
Wi011LL1 EF..fLL4. 14MFAt:11ni
TO ROOF ATTACHMENT
n
W. AM RAIOVLT AR PROVED A IK
ROOF
/'i
SMTTY HARBOR. FLORIDA S4695
now FOR WIM RII® HM RI6/ K
ORAIRIG IIAIBfR:
PHONE (727) 726-1130
mt m somL ■o KMI IRo1 mac
AD-PR-7002
21
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 F_ VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WOE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 j� SEE AD-PR-7006
SHIP THIS SEC. LOOSE
SE
(SITE INSTALLED
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED \-- FOR ROOF VENTING BOTH FACTORY
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
NOTES:
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
JACOBSEN HOMES
P.O. BOX 366
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE
THESE SPED ICADOMS AND DRArres ARE
ORIGINAL PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MMUFACTUING
MC SIOI MATEMALS ARE PROMDEO TO THE
K04MT FOR 9M ROM AND MOST BE
KEPT CWMIW AND SECRET FROM OTHERS
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
C i3..dr"
CC" NAT t
" a smm
MO PER SNEARYNVIS
(ALL STRAW)
OC-pOMs TET%RLID
TW PmT slbeULS
(ILL RNA%9q
TE-00I013 TOWED
mwa IW'R
TUT N toff
sI
if
` Sm NOTE f 1RE NOTE I ME NO1E T SE NOTE IAA
QICE NOTES 2 AND 3. Q Q sE NOTES 2 AND I Q
PIEa RCOb PIDI ItEcro to " PEA = O
MS LOCATION INS ILG,TION 'THIS LWATNNI - THIS LOCATION
FIGURE 8,0 FIGURE 8.1
THE DETAIL AOOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
DAP1A APPROVAL j OTES-
L W-07MIS RfGUldh1 M VEX MAX S-COW TRFAP RAT TIC LOCgID IN
APPROVED BY OTHER OF K WAS DOW MOVE OIOT 1MOM AT eD14
01*20 ANOW TO TK RATO MR M IIURµ1E I.O0 OF t175/ TOO M41 1111
Revised (� AD-0- m (ro-ODKAAL NOtCSj fIIi M7TCs ON WMO � YRTnliTinl�
Oct 25 2007 2;ZftL A M AT V9H DO OF TW- BLYItAJ. JOISTS TT71 W NOYC OCTM.21
00o
EPLO( REQTR m AT EAOf OF "os REO/KUM LY iE-OOM mw NEwK3gMi)
AiINC.
tKK--DOT OR PAM ARE 4OI 1 J�(� rw41 �mAllul�gTIALL �II E3
FEDERAL MANIIFACNRED HOME
CONSTRIICTION AND SAFETY STANDARDS ARD 1E1 CTIaISAQ;}
DAZE: REV. LETTER: JACOI1Q]C L�EA1G SEN HOMES fmo
cv
rva*-%
O.A. 10-24-07 OwoolTRafeElAllr.F. , AM
B P.O. BOX 3E0 MATaR LT W J',0UM10 H
SITE PITCHED ROOF DETAILS S+fETY HAReoI FLORIDA 31ee6 �n�D Ta �c f�wc
PMOFIE (727j 710-1138 19'T OOITTYsT4 A,O RSM
R. AD-PR-7001
61
9101134 1
STATIE! OF
R.R.
BY
FEB 10 2000
INC.
02-01-00 1 -
:/PIER RED. B
AD-TO-100
20
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
COOING MAY BE FLAT OR SLOPED
END VIEW
350 PIP MAAtNM SHEARWALL
DESYPT VALUE (PER WALL)
1 1/4' T( .035• Tf uOWN STRAP
CONTINUCJS ARCJND JOISTS.
DE VIEW
X .QW TIE -DOWN STRAP
LKYJS ARLRNV JOISTS.
NOTES,-, z 7 16
DA➢IA APPROVAL-
1. GRO" AND'= 10 BE RATED FOR AN IATNATE LOAD G 4125F (3150 OESIUYI LOAD)
(SEE AD-TD-ODDI'(TO-GJRDAL NOTES) FOR NDTS ON GROUIO AWYOR RSTALLA"I )
' �
• 7 •'•
-.�
J
APPROVED B`T 1
L R:STAB. A PER AT EA01 END G THE SXEARA'NL A]STS (PER 7!E ABCYE IIETNLS).
]. MEX SSARIIAJL
•. _
IS IOCAIm A/1OUE A SLUR INON
1E-DM4 STRAPS OR PIERS HIRE KCCN WOSS-YEALL NE
ARE RCORTFD (ALL SNFARWAl1 FCNFIOA(ATIONS,
ALL 2CNIS
AA9 ALL EWQ'17if.SI. 2
4. Tp-pplW STRAP REWIRED AT EACH END G JD1575, ALL DB_ �YW CONFIGURATIONS.
�h' ^ ': .
.
:��,
'(�` I
i, `. `�•
5. CEILM S1NN FLAT -OPT CATHEDRAL OR SLOPED CELJNO L1AY BE USED
6.
.. �..
�'O •�•n' •'......
AAA„A,
���
rtttwuuas((:>r..•(
FULL WIDTH SNEARWALL9 ARE SHOMI M THE DETAIL •ABOYE, HOWEVETL ANY LFNOIH
�II
t`L`'�`A
DacTactaNcsA•r•rwD.�a
OR CONi1OJRATION SHEARWALL MAY BE MO.
rl(L '
JACOBSEN HOMES
NOTICE:
.R[g9EOMAn0N5AWDNAW"SARE
GRA%W UT:
DAZE:
REV. LETTER:
R.R
2-6-96
„ P.O. BOX 368
o Al, PROPRCTARY, Aq C !NUL
%ATCR,ALS G JACMSO4 MANUEACNRNG
DRAWNG TIT�C:
DBL. S
W CONFIG. TIE -DOWN
SAFETY HARBOR,-FLORIDA 34695
m 9 MATDDALS ME EROW33 m THE
PHONE (8I3) 726-1138
Fj EOM1ffA'R! Nm 2 5f FRp DAD T¢RS
DRAW " NUNBER:
AD-TD-0110
62
19
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
TEN 10 ROCR FRAMING
0 W/ STAPLE OR NM_
BANDING STRAP 1VRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING
DE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WERE 1FDS GRADE CAN NOT BE ACHIEVED, NOT LESS 1HAN 1/8'
DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS NSTALLED AT THE UPPER END.
NEW OF DRAIN PIPING
NOT
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
NOTICE uuTm Oi: MAIL: I¢ . LLINA,:
JACOBSEN HOMES TKYSPEUCAI9N5ANOMAWYCSAE R.R. 7-17-97 A
ORIGIALMMF[I,W CRAWNG 1TLC
MATERIALS V JYJD3p YANM1 KNRRC p
m
P.D. eCz xe INC. 901 O"M ART M w WW PLUMING SUP
SAFETY HARBOR, FLORIDA 34695 I¢neR Im HQCI1AV04s ANI,ARI K DRAWING NLAIBOi:
PHONE (913) 726-1138 RPIMImmAL"I=MCW CM01 AD-PL-0001
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (SIOEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
TO
35'
1. GFOIMD ANCHORS TO BE RA1E0 FOR AN ULIWATE LOAD OF 4725E [3150 DESIGN LOAD]
(SET AD-111-0001 [TD-GENERAL NOTES] FOR NOTES ON 6RwNO AwHoR W4s7MU1DN.)
2. INSTALL A PER AT EACH DD OF THE WWWALL JOISTS (PER 11E ABOVE DETAILS).
I No SHEANW'NL IS LOCATED ADONE A SOLID HEADER (WILL HEIGHT CROSS -MEMBER) NO 4
IE-DOWN STRAPS OR PIERS ARE REOURED (ALL SREARNALL CONMRAMONS. ALL ZONES
AND ALL EXPOR I
4. TIE-DO'A:4 STRAP REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS
5.. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
7. INIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
350 PLF MAIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' A .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. Doedenj.I
15133 C. R. 22
Goshen,IN 46526
N IS A TRIPLE WIDE RAFTER.
APPLICABLE TO STANDARD
RE WIDE TRUSSES.
1D VIEW
z .OW 1E-DOWN STRAP
JOUS AROUND JOISTS
NOTE:
ALSO APPLICABLE TO 'SUP SIDE
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED 13Y h I
1Nrpr,N,1..1.
IE9DEWNAIv4nw9rtlE
matAAimNAIwrnHN!CVa
JACOBSEN HOMES
NOTICE
ME3E sPEf Fxl,s AND DR Wm ARE
DRAWN BY:
R.R.
DATE:
4-09-96
aV• LIR^:
I
m
BOX 368
OWONAL. PROPRETARY. AND CONIIOf M
MAIEMALS OF JACOM UNUFACmaNC
DRAWING
5/W CONFIG. TIE —DOWN
P.O.
NL =H MATERIALS LAC PROWUfD TO ME
SAFETY HARBOR, FLORIDA 34695
REOPNR FM SPECM PIINOSQ NO OUST K
DRAWING NUMBER:
PHONE (613) 726-1138
KEPT C NIAL A O YEAST IRON ODM
AD—TD-0111
18
63
PORCH ANCHORING
DOUBLE HEADED 3,1501 ANCHOR
NOTES:
L SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCIONG
1 1/4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
W9NOZONE III
EXPOSURE C
(1T0 MPH)
20 PSF ROOF
10 PSF D.L.
CwR- io$,GI -
Iog"l27
ffm
IH
EDERAL MANUFNCTUfiEO HOME
NSTRUCI KNAND-SAFETY S tANDAR05
SIG i •a
JACOBSEN HOMES
P.O. BOX
„
SAFETY HARBOR, FLORIDAI34695
PHONE (727) 726-1138
NOTICE: NLS ARE
INESE WEOMARO" AND DRAW
ORIGINAL, PROPRIETARY. AND CMIDDIIIAE
MATMALA OF JADO69N YANFACROW
Nc slw YATcoAEs raoTnED To M
1KO�DI1 ILA 9�EORC PIIP04S A!O M5t ff
Xm omwoDaK mo ate, TNO, aRva
ORAYN BY:
M.T.
DATE
12-13-03
REV. IETIER:
dtAWNO TITLE:
PORCH ANCHORING
DRANNC NUMBER:
AD—TUT-0112
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE TOP COURSE(S) OF SHINGLES TO
6 FASTENER METHOD) AND CAP INSTALLED OVERLAP PEAK AS SHOWN.
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS. /\
SHINGLE INSTALLATION
NSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. MOTH OF TO ROOF KITH A 6' MN. WIDTH OF
ROOF CEMENT AT EACH ENO TO ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EMSTNG ROOF OEGN AND/OR EASTNG
FELT AS SHOWN. FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES:
BY
AUG 0 t 20
NOTICE DNAIYI BE DATE: REV. FETTER
JACOBSEN HOMES TIUEPEOM11MNOWA�4SAn M.T. 7-28-04
mw:iOd01A� 1RWWTARY. AND WIFINNRAI ORANING RILE: _
P.O. BOX 366 YATEWON AT J1ETJjAW YANIND TO NK
K SHNG1EA DERLAYMENT INSTALLATION
NC 9XN Y SPECK AIE R . 16 K
SAFETY NE BOR,(727 72RIDA6-11 31695 wl m w01 9861E la'ET AID MUST H DRANNC NUMBER:
PHONE (727) 726-1138 AFD1 aYOENnn No ioA[T RTow oTNOK AD—HR-0007
64
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO —
HINGED RAFTER WATH #8 X 4' SCREWS,
6-1/2' O.C. MAX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA.
STAPLES INTO EACH 150 O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) 4'►`"�E
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERIAYMENT AND SHINGLES.
SEE AD—HR-0002 FOR
ASSEMBLY DETAILS.
ALL WTNDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L.
-.—. CRC - 167.01 - 167.02
;PIER APPROVAL - DAPIA APPROVAL -
APPROVED BY
Revised
a /4 ObON AiINC.
092006
John C. DoodeF1, P.E. FEDEALL NAINIFAI]UPE
O MOMF
92 r R$EF191?TEF)g, )TIO CMIMIIIClIMAWUFMWAxmxoS
JACOBSEN HOMES
P:Q. Box 368
NOTICE
ms"
MY v[owArwaW AAE
veaxEL PWWSKIANO RR[lur, AKD EorimIE1EL
°'"cans DF �FDAVFACWYIEFD
�•� D*:
O.A.
YA IU
06-06-06
NEc ¢NEx:
DRAWING AIIF:
PEAK INSTALLATION DETAILS
SAFETY HARBOR, FLORIDA 34695
M NO YAIOEILS W FROV ED A THE
A[OLII Fa 9SOx MVINJ AM W T K
DRAWING FMBE6:
PHONE (71]) 716-1138
wrEonomuE9RurF cll a
AD-HR-0006
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(3150P WORKING LOAD)
a VERTICAL TIE -DOWN
B TYPE t, FINISH B. W
4 GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035' �
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION 03953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RAfS II S LI �P
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPAONG
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS
(INSTALLER TO FABRICATE RADIUS CLIP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.035' TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'O TN OP OF THE RADIUS CUP.
N
TES:
1. ALL VERTICAL TIE-DOVM STRAPS, DIAGONAL FRAME
T ENE870357 T -
PT; r BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
- T;�
vs
�:���Cf�•
JUN 1 5 19
rAE�,.�
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
�VD A ,?'G��`�
INC
AMON.3.
PROTECTION SHALL BE PROVIDED AT SHARP CORNERS°fffs/�1'JAL
camlFcawowm,wao
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
ANCHOR 64I�Ai111AND TIE -
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
DEVICES ARE CERTIFIED BY OTHERS
I
JACOBSEN HOMES
m
None
MR 9'ECYI NOxS AND OMMNf3 A$
aaONAL PEOCRIOTNR, ANo OxIDO NM
"TERI S a .IAC064R MANXACTIRINO
�^axN =
C.L.Y.
• '� 5-31-95
///,,,
/ `
DRAWING TIRL
ALT. TIE -DOWN APPL.
P.O. BOX J68
mm ®uD
'F-l`
DRAWING NUMBER
SAFETY HARBOR, FLORIDA 34695
I¢�T fw 9Sx m REPDvS ws1 BE
PHONE (813) 726-1138
KEPT N'fO01nN. Ar0 YOQi FR]II OWEAS
AD-TO-0200
16 65
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR jz_
P FACTORY INSTALLED STRAP 15 NOT LONG ENOUGH,
IT YAY BE LENGTHENED BY USING A CRMP SEAL Y47H
A WORKING LOAD OF 3150 POUNDS
l°
�J f
DIAGONAL FRAME TIE
ANCHORING EOUIPMENT
CAPABLE OF RESISTING _I
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
,TABLES (SEE OTHER
DETAILS FOR TABLES) I:
SEE OTHER DETAILS FOR ANCHOR ANGLE,
NOTES,
1. ANY ADDITIONAL VERTICAL TIE-DOVAN STRAPS. DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
: Q No. 'O
910334
-� •'. STATE
rv..'I L'
JACOBSEN HOMES TNEsE sn"uRDNSw ORANkI&S ARE
m
P.DNAL PRGPRIETMY. AND CCNDDENIW
P.O. BOX 16B YAIDDAL3 OF JACG9SEN NNNFACILWNG
SAFETY HARBOR. FLORIDA 3A695 INC 9JOR u VECIF3 ARC P0" rD THE
K
RECT C V EX M PMDV93 N Ot E
PHONE (BI]) 726-7139 NPI CpF1DptV1 ANJ SEIRtI FRDu ORpR
k = APPROVED BY
`aZ REVISED
r < 10r23FJ6
N AINC.
fDEML4WuiACIlAlF9144
roaslxlellu wD Aum RPAwras
R.R.
DATE ]0-05-96 REV. LETTER
- -
ALT. TIE -DOWN APPL.
AD-TD-0210
INSTALL ON SITE 150 FELT WITH A 6' MIN. OVERLAP ONTO MAIN —7
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 I
CONTINUE 15{I FELT TO ROOF PEAK —� ONE-PIECE SHINGLE UNDERLAYMENT
2 MIN. OVERLAP (TYP.) .
. ..... . ..
F
1 I I
I I, I
......................::::::............
w
I
I I
::...::.:...:::::......
...... :::::::
TOM
MIN. TAR AS OWN
::gAPPUEO ON SITE
.............................
:
F 1
i
:•SEE
NOTE /3::::i:
.....
.............
. . . . .
_
x
3' MIN.
I.....
r,.
...
SEE DETAIL 'A'
—
�
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK,
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15f FELT IS NOT REOUIRED IN ANY AREA EXCEPT WHERE NOTED.
2 FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) _ I
3. EXTEND THE FIRST LAYER OF ON 97E 15/ FELT ONTO THE FIXED ROOF A MN. OF 6- AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO 1HE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-OODI (MATH SPECIFIC END PANEL LAYOUT).
AD-HR-OD02. AD-HR-0003. AND AD-FIR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
OPROVED BY
INC.
)HOME
AOTICE:M O'
JACOBSEN HOMES �-
nEg ��� µD �,� � M.T. 9-20-03
ORIGINAL PRwaTARY. AND COMFW7IML DRAWING TITLE: SHINGLE AND UNDERLAYMENT _
YATEIGALS OF A10EIBSEN UNUPAc1LMING APPLICAl10N DN HINGED SECTION
P.O. BOX 368 NQ 9qR MAIDBNB ARE FR0IIED TO 71E
SAFEPHO PHONE
(813) 726-1138 Im OmF (rAID SFCRu PRftMPMM MN � uruWANC NUMBER: AD-HR-0005
66 15
HINGED ROOF DETAIL
LRLDERLAYMENT TO BE CLUED S MIN.
OH BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AFX)-
AND A MIN. 4 I1r WIDTN OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X B' BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE WITH
3-18 X 3- WOOD SCREWS EACH SIDE OF GAP.
APPROVED BY
pp Revised
xtry 30,2006
14714
FEDERAL YARYFAC,DRED RDME
CgRnuctim ARC SAFETY STmmus
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
1. PACE RAISED R06 SECTICH N TIE RNSED TMXH BEFORE SMNONG HIND O
KING POSTS INTO POSIIBN.
D
I 11 /ZS/ob
John C. D086^ P.11.
K2 EnonaeTWO kc-
WINOZONE 19
(110 MPH)
ALL DXPOSTIRES
JACOBSEN HOMES
xonce
rem w AFro wm MUNNGS M
ua,N D,:
D.T.
MAIL'
10-02-06
aY. ItIIMC
AMD
m=ML MM%XMRF. AYD axRtERRY.
HAIGNINS 6 AM YAI A MIND
DRAIM BTLE: .
HINGED R00 D TAIL
P.O. , s9B
Ellwo SAFETY HAR80R, FLORIDA 34693
W. m I nm m IRoaQD m WR
Am AID IER 9[
ORAANC NUIBER
PHONE (e13) ns-tt3e
Mn ml.mlw YD 90DL1 RDII maD.
co g n" Em
AD-HR-0003
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' C0.1NN 'B'\`
r
SEE TABLE FOR uAAYUY SPAN FOR COLUMNS 'A'
COLUMN'C' COLUMN b'
SEE TABLE FOR MAXIMUM SPAN FOR COLULNS 'C OR b' _
r
SEE TABLE FOR SPAN CO.. T- SEE TABLE FOR MAX SPAN
COLUMN 'E' 'F CQUYII 'C'
//COLUMN
SEE TARE FOR YADYW SPAN F
OINC
R
14
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
MARRIAGE LINE OF MULTI -NICE
im
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
ANCHORING EQUIPMENT
STRAPPING, FLAT STEEL, AND SEALS.
CAPABLE OF RESISTING 0
THE WORKING LOAD 0 0
OF 3150 1 MIN.
0 ANGLE SHOWN.
IT I-T�I
I -
=III -II►
ANCHORS INSTALLED 24' APART
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
,n11Nu,,,,,
NOTES,
1. ALL ANCHORING EOUIPMENT SUPPLIED
EH` P VAL C(•O A
:` O •'G\STE'A,i •. (A` 'i
F ' .2
N0.
DAPIA APPROVAL
BY AND INSTALLED BY OTHERS- ON SITE.
Q' O ': =
Apr;-:.^.1;'ED gY�(y„r
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _
-
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ENE8703571
•� * =
ATION.
,)UN 1 5
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
'•
.<`'•�/1..G g�`tJ4'���
(�
I��+
OF EXTERNAL STRAPS OR CABLES.
'�� F�F •.r'D, I•�•,.•��\ ��
�NAlulxasYniFaFDvq
JACOBSEN HOMES
.: P.O. R. FLORIDA
SAFETY HARBOR. 26-1134695
PHONE (B1J) 726-1138
NOTICE, "ORANN
COM s[rr1E. TAR AND DRANNS ARE
MATERIAL OFJATART, AND fUFACTURWG
MAT011N5 A $ AEN MANPROMM xRNC
NC 51g1 YAIEANS IAE FDOSIOFD i0 THE
Rta lTa yTpl[PJVD AD"'H
MPT MWDD U AIM SEDET FRa 0D
BY:
C.L.Y.
DATE:REV.
5-31-95
ETE
/1
N
DRAINING RiIE:
COL. TIE -DOWN APPL.
DRAYANG NUMBE2
AD—TD-0251
HINGED ROOF DETAIL
99W OF VAIL TO W ROOF FROM
9FPNG P®DRT M SEr-IP pom IS
APPROX 22 t/Y.
1Ff HIfED POW SECRON SiSENADCLT im
HURWA WAMSS ND RUE TNAN 12 FEET
APART. 1DCARE LM MM WM 3C OF
BO 6 ROW SECDgL AND AM LEWD ■RDI
21M CFA SRJrf N H AN RAIL
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET-UP POSITION
NDS01
NOT)WAGE RA® ROOF SECTIM N THE RAM P05= BM SIRIQB HRFD
IDIO POSIS NIO Pagm
mn ag Fm m RDEE BEA4
S SPF /1 FM FDA: POST TOP RAIL
001rXWSMOR3-112r
ME
REF. CALL. PG. C-RF- 223.0.223.6
.Sohn C. Dooden, P.E.
K'L EngirrEAvrinq, Inc
APPROVED BY
A!-,T Revised
Jun 06,2006
INC.
FFDFRAI MANIFARINF11 MMF
CONSTRORIDN AND SA MSTANDARDS
JACOBSEN HOMES
MS�nas�i9MNu16wsAAE
OKAw BT.
O.A.06-02-06
DA1F:
FEY. LEUM
DDIIIIIIIIII
Box Lea
DAIOOL 1Rtl1►TAl1Y, AID owN7xMMa,M
wTWM3 6 Wffi9!M YAVlAA:NND
DRA7INO >,>,E
HINGED AIL
%�
r3wrlP.a
SAFELY HARBOR, FLORIDA 3/695
Ne 90 wT1 U AV MVM 10 x
m3m IN D6R00.16D93 ma=T IF.
'H1
Dmvm IRIMEM
PM01E (813) 726-1138
DPTiDFDB1ULMe=0Rma6fm
AD-HR-0002
6$
13
TRUSS SHEATHING
APPROVED BY
0000
N A INC.
FEOEML MANUFACTURED NNE
MNSTRUCTION AND SAFETY STANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH.
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIOEWALL
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
THE OVERHANG OUTLOOXERS (PURUNS), ATTIC VENTALARON.
OPENINGS IN TRUSS SHEATHING MAY 8E LOCATED AT ANY LOCA71ON
ALONG THE LENGTH OF THE TRUSS.
TYP. OUTLOOKERS
3/8' MIN. APA OR TECO RATED SHEATHING
APPUED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
(18• X 16 1/2• MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/8' YIN. RATED SHEATHING FASTENED 10 ROOF TRUSS WNN 7/16' x
1 1/2' x 16 CL MIN. STAPLES 1 1//' O.C. AT PANEL EDGES AND 3' O.C.
At ALL FRAMING MEMBOtS. (NO CLUE REWIRED)
MARRIAGE WALL
3/8' SHEATHING TO BE INSTALLED ON -SITE
0
WINOZONE III
(I10 MPH)
ALL EXPOSURES
APPROVAL
APPROVED BY
MAT t
IN
E.
A INC.
1w.
EFDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES NOTICAHED : DRAWN BY: OAIE REV. LETTER:
INESE SPELIRCATIONS DTRAWNGS ARE R.R. 4-27-98 _
pRIGINAL MOPRIETAR" IF,AIID CaraWEN ",AL ORAMMG RILE:
lop"P.O. BOx 36e RMATERIALS
C 9IK WATM45RARE PRaVUD TO DM TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 34895 RE D r rM'WC P"WS AIO W51 N I DRAMNC NUMBER:
PHONE (813) 726-1136 KEPT CRWnOENNAL AND U.M. mw OINERS. AD—HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING
CAPABLE OF
THE WOF
OF 3
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHT0LR,1, (3150#)
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
S.
No. Fo'4� PROVED BY
,TUN 1 5 T
jz INC
AL
NOTICE 'IAEANN ur. UAIc: NLY. LLIITX
JACOBSEN HOMES TIIE6ESIiancAmaMODRAWNGTARE C.L.Y. 5-25-95
■ OFMAL PROPWETNTx. AND OWIE NLAL DRAINING TITLE
,I
P.O. 80x 368 MAMMALS OF AACOM MWACTURWG COL TIE -DOWN APPL INC.20 MATUI4i ARE PRW= TOM gIATANG NUMBER
SAFETY HARBOR, FLORIDA 3A695 REO W FOR 9SCM RRNBS NO UM H
PHONE (813) 726-1138 ml omwfL l NO Nor TRa DOGS AD—TD-0252
12
69
_ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
LOAD
i MIN.
MARRIAGE LINE OF MULT-HIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE I STEEL STRAPPING
1 1/4- WIDE & 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTIA STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES: ENGINE" 1 f , pO "iiz - DARA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED :4N O . 6%STEgF�c���''% '
BY AND INSTALLED BY OTHERS- ON SITE. �: QY` Np. e,** PPROVED BYE,
2. ANCHORING EQUIPMENT EXPOSED TD WEATHERING EN. ) .)l!N 1 5 10
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION. INC,
PROTECTION SHALL BE PROVIDED AT SHARP CORNERS pppF7' -
WHERE THE ANCHORING SYSTEM REQUIRES THE USE '�90�•. /,�?O�[ �\ �� �
OF EXTERNAL STRAPS OR CABLES. :, Cl`"••:!' AAA •'�� i961AKIpIA�OWVDIpAKY1R
NMS AM p 1MMiMB • OAIE
JACOBSEN HOMES XM REV. LETTER
T14Y SECF1dTxD DNAWNGS ARE C.L.Y. 5-25-95
■ ODONAL PRWWE7ARY AND 6owaxw DRAWING TITLE
P.O. BOX 368 MAMIAIS OF A40B3'N M.NMFACIUMC COL. TIE -DOWN APPL.
„ SAFETY HARBOR, FLORIDA 34695 2C RICH R EWW AN 9i� RPJMM APO AM PROWU Ali -
PHONE (813) 726-1138 ATM ONFMM Alp Mau mm DW IS DRAWING NUMBER: AD—TD-0253
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY t;EV
NIPOR 8 51 2*
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SPFEIY STANDARDS
SET-UP MANUAL ADDENDUM
AD-FS-000I-A
70
11
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. INSTAf I.ATION'
I. PEMOLE ANY CARPET AND/OR PAD m UNDER THE HEARTH EXTmoN AREA
Z INSPECT THE METAL FIASFINC N THE WAN AREA TO INSURE THAT It HAS
BEDI NS 48 (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
1 LOCATE BE WAIN DnEN9CH (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A CAREFULLY PLACE THE HEARTH EXBSOII IN THE PROPER LOCADON IN FRONT
OF DE FIREPLACE ASSELBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 x 2' WOOD SCREWS
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH DlEN90N
WITH A NON-COIBUSTABLE CALVING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTNIIS FOR INSTALLATION.
TILE
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPROVED BY
APPLIES TO ALL FACTORY INSTALLED FIREPLACES.
(STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU
OF THE TYPE
INPINC
JUN 2 B 19%
OF FIREPLACE SURROUND SHOWN ABOVE.)
RP(AY YMyA[NWMi[
W 3tRCIP ivY Y1111 ilYa W
JACOBSEN HOMES
NOTICE
DRAWN BY:.
C.L.Y.
DAIS
6-16-95
REV. LE11IR
P.O. 36BSHIP-LOOSEH
CTKSE RIONAPPROPRIETARY. DAANNIEAAE
AND NLWACT"G
RLRNIAL OF JACOBSEN
YA,F70M3 OF I.ICDBSF31 YAIARALIUDND
DRAWNG T11E:
HEARTH
R.
SAFETY HARBOR FLORIDA26-11 34695
PHONE (813) 726-1138
PLC. SVGA YA,DW3 AAE 5u APm TO THE
rWgREs AIR Mrs, K
KEPT CD ra ?K saa, ITxxl onoa
Imo, CDIFLIlI1W
DRAWING NUMBER
AD-FP-0001
NO
N
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COWN TF`
1_
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS
t—
OMAN V
/COLUMN'C'
APPROVED EiY
.SEE TABLE FOR MAIDAAI SPAN FOR OOLUMNS 'C OR i0'_I.
r
SEE TABLE FOR SPAN COL i'VSFE TABLE Fat RAIL SPAN FOR COL
Ij-I im I ri INC.
PRIMAL L MANUFACTURED HONIE
RULTgNANDSAFETYSTA`TOAHOS
MAR 0 3 1999
.
COLUMN 'E' T' MAN'G'�
-- /ICOLUMN
-
SEE TABLE FOR WAN SPAN FOR COLUMN 'r _
MAXIMUM AMOWABLE SPAN
TYPE OF ANDEORNC REO D
(SEE AD-TD-0251,
COLUMNS 'A'.'C, V OR'E'
COUJUNS V OR V
COU1Mt T'
AD-ID-0252 UA
AD-71)'-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
Er.'C
OF. V
DIP. Y.°
W. V
W.'C
W. V
W. V
ELP. V
ENE.'C
ETE. V
OP.'C
E70'. V
2 - 31501 ANCHORS
31-4"
25'-6'
2Y-4'
20'-4'
37'-4"
25'-6'
2IT-4"
20'-4'
3Y-4'
25'-G'
2I'-C
20-4'
I - 31501 ANCHOR
16-6"
12!-10'
14'-Y
10'-3'
It-6"
1Y-10"
14'-Y
10'-S
16'-6'
12'-10"
IC-7-
10'-3'
1 - 40001 ANCHOR
2S-8'
16'-4"
16-7'
13'-0"
2S-8"
16'-4"
1 1S'-7-
13'-O'
23'-8'
16'-4"
1E-7'
tY-0'
.REF. CALCS �• �y
NOTES:
ENa • .. , 4C� .,,
DAPU AN'ROVAJ" 05 125U
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
:'Q�. NO, O •..
AppD BY
FOR SPECIFIC INFO. ON ANCHORS.
910334 L
•:
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
= .0.
*
S! OF i.�;
e : STATE
90... P.:
s!
JACOBSEN HOMES
NOTICE.` ORRI014t. M.T. DATE 2-9-99
THESE DRANO ARE
HEY. LETIm:
RCA SPECTTDNS AND
CRWANAE. PRCPWEIA . AND C6IfLDTIR& DRAMNO TITLE:
P.O. BO% 16B
YATERIAES CIF �ACCDgN MANIFACR I )84" YdDE COL. TIE -DOWN APPL.
SAFELY HARBOR, FLORIDA 34695
WG 91RI N SPECIFIC ARE PRONO(C 1R M
KEPT DITI 0I� DRAW" AD-TD-0254
PHONE (727) 726-1138
CRI D xvo-.,11TO&I
10
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
z4•
A
SEE NOTE
LARGE OPENING
SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS ON AN(NON
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0•
(241 FROM EACH END OF DIE UNIT.
C.
NOTES tNU%UK WPRNO: "0 •."
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED. EN.8703571
2. VERTICAL T[-DOWNS MAY EXCEED THE STANDARD OTICAL RE -DOWN SPAC , 0
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE .•
MAXIMUM TIE -DOWN SPACING REM ON THE APPROPRIATE VERTICAL/FRAME. ,�'•. /�
TIE-OOWN SPACIG TABLES (SEE 070 DETAILS).
3. INSTALL FRAME TIES AT ALL VERMA. TIE -DOWN LOCATIONS. 'aiAs1Ov
TiAL
. "` AL t
ir4mlu„`pr
4 SEE AD-ID-000T FOR ADDITIONAL IEOUBiEYENTS
,ri
BY �
.A>rl 2 5 IM
INC.
ANCHOR BRACXET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES 7tasES47DI7DAN7IDa6M'NDRA7AWAAE oRAwNe7 C.L.Y. °A 5-31-95 REv.EETTFR,
m
DIMaNNPROPWEGRY, AND 7XrdmF11nX °RAWwc notYAIE111W OF JAD084
P.O. BOX FLORIDAxc WM WOW Au PRplpEll 70 m TYP. SINGLE WIDE T D
SAFETY XARBOR, ORU5+695 REa+07r rm 9UM AJM0 AM MOT R DRA NG NUMBER
PHONE (81J) 726-1138 IaPr m11DOlaa NO Saar Ina o7Nu AD—TD-0300
ADDENDUM
MULTI --WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
1. 30 GA. GALV. STRIPS USED MAY SE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL COND11ION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
JUN 1 5 W5
INC.
JACOBSEN HOMES NOTICE'' '° C.L.Y. 6-5-95
nasE SPEOIIDA710NS AND ORAYN65 U¢
dMONAL PROPRIETARY, AND COIMIDOr DRAWING TIU'
YAT MAU OF AACOM W#ffA0"C MAW ROOF SEALING
P.O. BOX 368 we SIA01 YAIERw ARE I'M m to THE
SAFETY HARBOR, FLORIDA 34695 IMMENT Ea SEa1C RIRFM NO MISt H DRAWNG NUMBER
I a PHONE (1113) 726-1138 107 N7PDO1M NO YOCT IROI IDEAS AD—FA-0026
72 9
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
J�.�"MULTI-WIDE
ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
m
JM 1 5 VZ
INC
NOTICE DRAWN BY: DAZE: REV. LETTER:
JACOBSEN HOMES wESEsmarlCAasANDDRAWNCSNe C.L.Y. 6-5-95
m
WEAL. PRWMEIMY. AND CONIMTK DRAINING TITLEP.O. BOX 368 UAIBBNS a AICOM UAWACT"C M/W ROOF SEALING
NC 4101 UAS"PEN" ARE PMxasAll
10 na DRAMG NUUSM
SAFETY HARBOR, FLORIDA ]+696 Racer fq Tk M SECRET AIH NRr H
PHONE (8rJ) 726-1138 NEPr wFnanW Aa Baer rRa Dnn¢ AD-FA-0025
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
A
COLUMN SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN 'MDTH.
MULTI -WIDE FLOOR SHOWN
SEPERAIED FCIL CLARITY
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
All ME -DOWN STRAPS AS SHOWN IN THIS DETAIL
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACIEIS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
WaETS TO BE INSTALLED A MAXIMUM OF 2'-0'
I24') FROM EACH END OF THE UNIT.
,rC uD,n^111
11,
NOTES,
EiOq(piQA�ROrYD. ry�0 `," '•�
HAHA WHOM
1. LANCE OPO4NG = ANY OPENING NDER 1HAN MAIL TIE -DOWN SPACING ALLOWED.
NE8703571
OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI
-
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 1 DOES NOT EXCEED THE
TIE-DOWNPACINSPACING THE APPROPRIATE VERTICAL/FRAME
. 9� "•. T6 q �' (OF • iyC`�
1 5 1995
EE DIED D
If -DOWN
IE-DOYM SPACING TABLES (SEE OTIER DETAILS).
=. "F • .iV (AT........ �
I
�
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
LL
TONAL E
1°f""`,,,,f,a
4. SEE AD-TD-0001 FOR ADDITIONAL FEpALEMENTS
•, A.•``
AN(�(A4b8Ni'IfM THER
�,nAa
oEln¢s ARE fERtIFIED ByOTHERS
JACOBSEN HOMES
NOTICE
mmSrcOvw MDauwr Ne
DRAWN BY:
C.L.Y.
DALE:
6-1-95
REV LETTER
„ P.O. BOX 368
aeoxA>. rRarw[tMx,
UAT08A15 OF WJA0QN W ACAAWC
carPRNnnEnrut70
DRAWNG TITLE'
MULTI -WIDE T/D
A
SAFETY HARBOR, E(au) 726-1A .8
PHONE (87]) 726-71J8
XREAxD
THE
KOPW fa � RwrBS NO = R
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DRAWLNG NUMBER'
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8
73
ZONE I TIE —DOWNS
MARRIAGE WALL -
OPENING NE -DOWN
[(REQUIRED AT OPENINONLY. OPTIONAL AT
SEE DETAIL - 'A' �OTHER LOCATIONS.)
SEE DETAIL - 'B'
SINGLE WIDE TIE —DOWN
NOTE:
C SECTION
SIMILAR TO
SINGLE WIDE
FRAME TIE -DOWN
FRAME TIE -DOWN
DOUBLE WIDE TIE —DOWN
I MARRIAGE WALL
I NOTE:
I OPENING TIE -DOWN I
A & B SECTIONS
SIMILAR TO DOUBLE
(REWIRED AT OPENINGS
WIDE TIE -DOWN
ONLY. OPTIONAL AT
SEE DETAIL - 'A'
OTHER LOCATIONS.)
TRIPLE WIDE TIE —DOWN
BUCKLE WITH 2O251
TY MINIMUM
.r SEE DETAIL - 'B'
TIE -DOWN STRAP
UNCLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
All GROUND ANCHORS MUST BE USTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (5iso LES MAAMUM
FOR EACH TIE -DM STRAP CONNECTED).
DETAIL 'B'
TYPICAL It -DON STRAP (1 1/4' X .035- MINIMUM
LINK COATED STEEL STRAP, OR EQUAL WITH 3150-4
CAPACITY LBNMUM) Ja I.Se 47Z5 • uLTN•,",
L-VAW 0grAclTy
PULL DOWN TIGHT TO J
GROUND ANCHOR DETAIL 'A'
NOTES:
1. SEE DETAJL 'B' PACE 4 ROR MARRIAGE WALL
OPENINGS GREATER THAN 49 INCHES. & VP To 1-7E-4- 7Ye1BVT
2, SEE TIE -DOWN SPACING CHART ON PAGE 2 MR s
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN
PIER CONSTRUCTION.
STATE OF
SY
10EC 2
'N'M II C
mac,�cn"CAA°Drowcn'�a"
JACOBSEN HOMES
NOTICE
TNESEsPEODCATNAISANDDRA
-OItAMH lir:
RR
DATE
10-31-95
REV. LETTER
.
sARE
dOtlNAL PRO ETARY, M DND1ppIlUE
P.O. 80X 368
YAITIDNS OF JAC099:11 NANhACTLPoNC
DRAWING nTLe
ZONE ITIE-DOWNS
SAFETY HARBOR, FLORIDA 34695
ING R" YATFJD4S AAE PRDNTED TO 7NE
AETPOR fa ID f11Ut3 NO W.7 SE
DRA'AING NUMBER:
26-11
PHONE (eT3) 76-ti36
HPTcwwrAA10sEavT Onna
AD-Z1-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL ROM CAP COVERING
LENGTH OF ROOF (MRJ. t OVERLAP AT SEAL
SECURED WITH #8 X 7/16" HEAD X f FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
RIDGE CAP
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF__
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(ALL EXPOSURES)
CENTER OR MATING LINE
X7
HEAD X 2'
DIED SCREW
AN 12- O.C.)
`30 GA. GALV. STEEL STRIP
6o X LENGTH OF RDOF (SEE AD-FA-0020)
SECURED WITH 7/16• X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING)
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
2. STANDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING.
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS
4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFlNG AND
TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
mengkwing, Inc.
O
0=
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APPROVED BY
Sep/'10,2008
EEONEuxuP� HNC
c0flmOCTI0N AND SAFETY vm0MDs
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,I�,�1�,AM TRA®ws ,,�
S
D.M.T.
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L�®ul ��
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P.O. BOX 368
MAIM" a JAEIOBRR 9AIAiACIlER1e
goo
METAL ROOF RIDGE CAP
SAFETY HARBOR. FLORIDA 34695
RC 81W MATBitl3 TO TIE
NOW RR!!mClUAo�Alp 116TR
'm' "'mPHONE
(813) 726-113B
@PT m►m k Aw sBm 11m oeos
AD-FA-0021
74
7
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 GA. GALV. STEEL STRIP—�
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-OD01 MAIL SPACING).
"IAG SCREW SET BACKS
FOR TRIPLE WIRES ---���
FOR DOUBLE WIDES
� \
PLAN VI
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
—.30 GA. GALV. STEEL STRIP
-8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA GALV. STRIPS USED MAY BE
WAND DEFLECTORS REMOVED FROM
ROOF N ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES)
1 1
3/8' X S' LAG SCREWS *,LAG SCREW SET RACKS
TRIPLE WIDE ROOF UNEI� (2 1/4' SMOOTH SHANK) FOR DOUBLE WOES
INSTALL LAG SCREWS SEE CHART ON AD-FA-0001 FOR TRIPLE WOES
AT A 45' ANGLE �I FOR MAXIMUM SPACING
STAGGERED 2 i 4' 2 3 4'
1/4- TO 3/4- GAP
��pp
ROOF PERIMETER RAIL-F`
OR RIDGE BEAM
(FOR ROM BEAMS SEE NOTE /4)
CROSS—SECTION INSTALL WOOD SHIM AT ALL. LAG
FOR CAPS IN ROOF LENGTH
SYSTEMS LOCATIONS FOR LAG SCREW TO GO
TO 1FOR INCREASE LAG LINRE 1' THROUGH AND TO KEEP CCNNECTION
AND FOR GAPS TO 3/4%LENGTH
INCREASE TIGHT. (SEE NOTE 2)
NDSO1 LAG tENGI}1 1 L/2'. REF CALC. PG.
( L ZONES) CROSS—SECTION UGAP) C WA- 91.01- 91.07
ALL
NOTES:
E gam APPROVAL
OARA APPROVAL
L 2 Ile LAN, PDIENAA01 INTO MUTA G Now IS REQUIRED FOR LAG SOFM
I WOOD SAYS TO. BE PIPPED FROM SIFF FS MBL OR BEng.
APPROVED BY
S3' X C R CAP YADTH ABC SUP
4i�tvMINC.'2006
l� OR PLYR000 MAY BE USED F TH001ESS EQUALS CAP ADTH-4' X B' YK SRE)
s sLT oTFER IXruRs FOR IXAFLEANG ROOF IOEREOTXBL
Revised
�y 24 cl
4. AFER NSTALLNG A LAC SOTLLE NIO A RIME BEAM, FAST-013L
.Jahn C. n. PX
A 3/B' DFNWXf
HOE THROUGH THE FAST RIDGE BEAK SEC@C-CNLL A 1/4' HOLE ANWGN HIE
K2 E.ngheerh Eg, Inc
FED EML POMFAMREO "ME
RECUMIN RIDGE MAN FOR TIE AAEADEB PORTKEI OF LAC =K llESE DYS ARE
cD115TRDalm AND Saen STANDARDS
FOR 3/a' LAG =Ka OW11.
S IOa' MA)OM1O SDEIDML Hix30.
JACOBSEN HOMES
o w sc0E Gl wo RGe.S ML
DRAAN Elt M.T.
oATc 05-22-06
A°' LLTnR
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OFEWM. Or 44001 All) "ACIL1Nt
INC-so WA� AK � 'mTHE
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M/W ROOF FASTENING
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SAftPPHHONE 7226-Hi13E��
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GEAw+o MA�x
(813)
m mm
AD-FA-0020
75
ZONE I TIE —DOWN PLACEMENT
///------ TTPICALI-BEAM
DE -DOWN
MAIN FRAME I -BEAM
' •S NOTE 111
\\
MAIN FRAME 1-BEAM
IEND
SPA INGI
CENTER
SPACING
CENTER
I SPACING
CENTER
SPACING
CENTER
I SPACING I
CENTER
SPACING
END
ISPAONGI
DOUBLE WIDE TIE -DOWN PLACEMENT
OP CENTER CENTER CENTER CENTER CENTER
END
YAUN
WAUNU
V• G
TYPICAL I -BEAM
TIE -DOWN
I
MAIN FRAME I -BEAM
SEE NOTE j1f SEE NOTE /I-/
MAIN FRAME I -BEAM
`MAIN FRAME I -BEAM
END
SPACING
CENTER
SPACING
CENTER
SPACING
END
SPACING
TRIPLE WIDE TIE -DOWN PLACEM NT
NOTES,
I' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
Doeo••.
,1c • ,A• i
'STATE OF _
c
AN
PROVED BY
I1411
nmftm~<^MFC
f pu110KRN"6N[I! Kvavo{
NO'nCE -" N�WY✓1�►-• DATE REV. LETTER
JACOBSEN HOMES TNESE SPEOnLATMS AND DRAWROS AFE RR 10-31-95
■ fRD "AL. PROMETARY• AND Ca4IDENTIAL DRAWING TIRE:
P.O. BO% 368 MATMA S OF JACOBYII MMXACTLRNC TIE -DOWN PLACEMENT
„ SAFETY HARBOR, FLORIDA 34695 MT FORpm gAPO yIDS(q
PHONE (513) 725-1138 _ a TCO mnk"Ya2TrRal DDOK DRAWING NUMBER AD-ZI-0020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES.
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131' X 3 11V MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
S �3 06
John C. Doeden, P.L.
K2 Enok*enng, Ino.
APPROVED BY
NRevised
Hay 2d,2006
INC.
EfOFWA WAIIFAAIYIIlR MDYF
[a1f1RUCIMAI A110 fYYFT fTAl1YYYS
® JACOBSEN HOMES
ra Box sse
failmYMYII
DBa[LDIGAaeMeUuaGSARE
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05-22-06
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AD-FA-0010
76
5
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1/2MIN. / 3/8' X 3 1/2' MIN. LAG INSTALLED SEE
NAILS OR 7/160 X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016� X 1 1/MIN. STEEL
STRAP 048' O.C. MAX.M SPACING �1 1 4' TO 3 4' GAP
WITH FASTENING INTO JOIST I
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS INSTALL WOOD SHIM AT ALL LAG
NDSO1 TO 1/Y, INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3A*. INCREASE THROUGH AND TO KEEP CONNECTION
ES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
(A(LL EXPOSURALL
VA 201E
ExPOSURE
3/II' IT i 1/2' LAG 9rlEt
SD GA.STRAP FASIE O R/
711C % 19 G STAPIES
ROD 201E
DFOSI RE
YMMI NLYBFR OF FASMICTIS REOLIM
alit' % 11/Y NAILS
7/I6' x 16 GA nV=
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"m" SPAM
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19' aC.
2 1/4' as
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NOTES,
ENCITM APPROVAL'
DAMA APFROJAL•
APPROVED BY
1. I' MRL PO MTDN 5 REg1A111D ON STAPLES FOR MR (Loll' SW.
Revised
,f' Z ,0,6
2 WOO 946 To LC RIPPED PROM SPF p MFL OR BETTER.
% 4' % GAP PIDEN YFE 8ff)
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INC.
IS
0.5E OR PLYWOOD YAY BE USTD F 711CIoi55 EOUA15 CAP 9DTN-4' % 4' IDE Sr2Ej
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4. SEE OM WM FOR SEAI%IG FLOORS FOR AIR F ILIRAI L
JACOBSEN HOMES
NOA
APO pRA.� AR
DRAIN BY.
M.T.
OA1E
OS-22—O6
REV. LEr1ER
Box 36a
UW . PRISgUAR
aARU r4MREQRT, AND ACA] ftl
� �,,K 10�
OMNNG TTIE•
M/W FLOOR FASTENING
HARBOR
SAFYTI' HAREM. FLORIDA 34595
PMME (BI]) 726-1138
Rr>i811 m vlm P109S Ne YET BI
W 1 COFIDOWL NO S M FRY 9FDS
GRAV" IRAIBM
AD—FA-0001
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE 1 ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
BY Iz sil
FEB 0 1 2000
[HE
JACOBSEN HOMES
P.O. Box 355
SAFETY NARBM, FLORIDA 34695
.PMONE(727)726-1138
NOTICE:
.1gw. pFIL1'24" R99RAM AK
W TITAL PRawL W Ax9 LvstoER7M.
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M.T. 2-1-00
A
ORATANG TITLE:
ZONE 1 INST.
DRAYNG NUMBER: AD—Z1—01t)O
4 77
ADDENDUM
FOR INTERSECTING UNITS
o,na■6 MEIN
/DORMFR I \
LONGITUDINAL TIES ONLY REOUIRED 0 EA. HALF
OUTSIDE BEAU INS END, EXCEPT FOR ZONE 3
EXP. V ALIEN 2 REOUIFdD EA HALF
(IF. CNE EA BEAM, ETC-)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SDEW'ALLS SAME AS THE MAIN UNIT.
VERTICAL DES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOUIREMENTS
24- MAXIMUM SPACING TO FIRST SIDWALL DE
FROM EACH END. OF THE UNIT (SAME AS M.
DOUBLE WIDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL DES REWIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO 9DEWALL TIE -DOWNS MAXIMUM KJCHT).
70NE 7 70NE .
EXPOSURE 'C' 9T 56-
EXPOSURE 'D' 39, 46-
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECnON(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLDOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
..,1111111111b..
1. FOR WAD SECTIONS EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
INDEPENDENT OF THE EITHER STRUCTURE (IL 91EARWALLS, TE-DOWNS, RIDLF-
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
(J I> UAMA "VKIJVAI:
i EqF . tcy s�.
No. o'. PPROVED BY)o,,:
0357
JUN 1 5 IM
yOF .-4¢ =
6
JACOBSEN HOMES NOTICE DRAWN BY: DATE: REV. LETTER:
1HESE SPECIFICATIONS AND DRA'MNC AIR C.L.Y. 5-16-95
MORAL PROPRIETARY. AND CONMO DAL DRAWING TITLE:
m
MATERIALS OF JACOM MANXFACTIPoNO
P.O. BOX 368 W. W MATAWS ARE PROM TO TIK ADDENDUM -INT. UNITS
SAFETY HARBOR, FLORIDA M695 IEOPDIT RN 9EOY AFRO NO NO BE DRAWING NUMBER NO QUADADDI
PHONE (813) 726-1138 01 NMOENIW SmV TRCM omm
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SNITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
NOTES- DAM APPROVAL
APPROVED BY
INA• n,
Cri,Y 'L
IN'C.
�«oRWII,I
NOTICE: DRAWN BT: DATE: REV.
LETTER:
JACOBSEN HOMES TNESF SPEOMATI010 AND DRAVINGS ARE C.L.Y. 9-28-95
■ ORONAL PROPRIETARY. AND CCW M IWAWING DILL.
W.H. VENT. SYS.
SAFETY HARBOR. FLORIDA 34695 B
REO'01T I'm V(OFIC REPOSES NO WSI [
P.O. BOX 368 MATERIALS OF JACOBSEM MAMJFACILEEIG
,I INC. 9J01 MAIERKS AM PRWAED 10 T0: DILAWING NUMBER
PHONE (813) 726-1135 IQPI ca RAL NO SEOMT I eras. AD-AC-0100
78
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND
DUCT SUPPLY OR RETURN
OILING
3SOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCTUSAGE 70 REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BENDORCRIMP, FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE -DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS:AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
BY
JDN T 5 Tm
INC
NOTICE VNANN or.
pa
ACOBSEN HOMES TNESESSODCATYNSAND DRAMMARE C.L.Y. 5-30-95
MONAL PRaPRKTARY. AND COCIDENTIAL DRAWING TI�
P.O. BOX 368 YAIpIAlS OF JACOBSEN YAMITACiUOXG EXTERIOR A/C DUCT
INC. SIDE YATFAALS ARE l"OED TO IMF
SAFErY PHONER(8 3)F726-11ORIDA3a 695 UCT C Ida t AND SEtHsM Ws� pRAWWG NUMBER AD—AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
MAN UNIT
DORMER
OPTIONAL
TION
OR OUAD�WIDE SECTIONS
CENTERLINE CONNECTION FOR QUAD UNITS IS DE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETAILS).
30 GA GALV. SIM STRIP
NSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
�r1 tr .
•ipT A+
30 GA GALV. STEEL STRIP
6' X LENGTH a ROOF SECTIONS
WAY GE OMRLAPPEO MN.)
W/STAPIES AS SHOWN.
INSTALL ROOF CAP "OP SET-
UP MAN. OVER GALV. STRIP.
(SEE N07E 1)
30 GA GALV. STEEL STRIP
-
SECURED KITH 0/16' X 16 GA STARES
FULL PENETRATION INTO DECKING
2 N O.C. MAX SPACING (TYP.)
3/6' X S' LAC SCREWS
18' O.C. (ZONES Z t 3)
STAGGERED
NOTES
`;e �� N(JAO •.,
C
_
1. )D CA GALV. STRIPS USED MAY BE WIND DEFLECTORS
�O: �GVSTE�;� .�2 y' c
Q' No. '•. f'
, �.,`. , `D alr p
►-R.v—
REMOVED FROM ROOF IN ORIGINAL CONDITION
O
•T I
(EXCEPT FOR STAPLE HOLES).
_ ENE8703571
.AJN T 5 'i9B5
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
-
2. SHINGLES N THE DORMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND INRTIER STALLED ON STE A
•'•
INC
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
D,n''. / % : ' <(��•� n
AA WwAArnAlmxac
nunaxorAA[DPwovcW
TRANSIT DAMAGE AND TO ENSURE THE SwNQES LINE-UP
- FCC :., D14 •,.•G��
FROM ONE SECTION TO THE NEXT.
JACOBSEN HOMES NOTICE -
TKY Sf[OINGTXNS AND N+AMXR AIE C.L.Y. 5-16-95
OTONAL PROPAXTMr. Ax0 KINOONVL DRAWING TITLE
P.O. BOX 368 MATERIALS OF ZSCRN MANUFACTURING ALT. ROOF ASSEMBLY
INC. SUCH YAl[RIr15 AAE PROMOFD TO 111E
SAFETY (0R,FLO�� sr DRAWING NUMBERI m
owANumU OUADADD2
A
79
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
80 1
1 -� DI 0 )
PO
I :i11:10-1:11
,JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727)726-1138
SET-UP MANUAL ADDENDUM
JA;OBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLO
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, ag confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provide 41tw--'recipient for specific
purposes and must be kept confidential and secret from others:
REV-01 /10