HomeMy WebLinkAboutMANUAL - ADDENDUMADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SNOWNG TIE -DOWN SPACINGS
If III
llp
el
�e�IVA
FIGURE 3.0
SCR FIGURE 4.0 FOR ALIBRNATE TffrDOUN MEFROD
(TABLES ON AO-TD-0020 NM APPLY
TO THESE STANDARD lalk-WIDE SECTORS
M. CROSS SECTION(S) OF TIRE UNIT -31 ROLE 1. AD-1111-0)2O)
SNOWING TIEDOWNS TYP• ROOM STSTEM7
SEE ROLE 5 FOR 1
YAlO11W NIINf
FIGURE 3.1
SEE FIGURE GO FOR ALTERRATE TIE-DOTH MEINDD
ANME
TTP.
ANDIOR MOLE
FIGURE 3.2
!!4R8 FIA ALTERNATE M-DOEN ME UOD
NOTES:
T. SEE aD-ro-ao2D FOR SPACING TAMES (OFFSET SEcnaHH ONLY). �. 4R ' No. Fo'? - APPROVED BYE
2. SEE AD-TD-OO2O FOR OUANIIY OF LONGMNAL 7IE-DOnN STRAPS REOOIRID. -
(OFFSET SECTION ONLY) ° c ENE8703571 Wft
SEE OTHER DETAILS FOR BLOUONG (PIER) QUANTITY AND OTHER REOUra&NTS. - R
4. SEE AD-TD-o001 FOR ADDITIONAL REQUIREMENTS.bb :' M
3. F� f�
f. 9I C��[J fv
AR
S ZCNE 2/EXPOSURE V. W MAXIMUM H OG T %� �� /NUIH�• � � �RAARAFDRQDRPE
ZONE 2/EXPOSURE 'D': 2e MAXIMUM HEIGHT (32' ® 24' HIDE YIN.) 3/EXPDAURE �!ss�ONAI.
ZONE V.' 32' MDMI A%M HEIGHT''��1, T
ZONE 3/fWOSURE'0" 3Y YAXMUY NEWT (44' 0 24' NX YIN.) Ap,,.._
JACOBSEN HOMES
xDnce
THESE �osHCAnaxs um DRAr�cs AMC.L.Y.
DNnrm 9r
DATe
5-11-95
REV. LETTER
DOBIAL P�ETARY AIR MODE TAL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWNG nTLL'
FIG. 3.0, 3.1 & 3.2
moor P.O. 90X 368
WO SUCH MATE MS ARE PROYM D 70 7H0
SAtE
EUR'64SRET
RIM
DINAWJNG MIMBER
HONES (813) 726-11384695
aIRmH RYDAfUM
AD-TD-0021
'
,
D
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SNOWING TIE-0016N SPACINGS
III
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES:
�•� n\`puv.Y.At
OC G\STE
I. SEE AO-TD-0D20 FOR SPAL.'N.• TA3AE5 (UPSET SECTION ONLI),
(`TO.
2. SE AD-TD-0020 FOR OUANITY OF L04MUDIAL TIE-D010N STRAPS REOURM
NE870;
(OFFSET SECTION OaT) =
S SEE OTHER DETAILS FOR TAOOC-4C (PIER) QUANTITY AND OTHER REMIREMOHMVL
4. SEE AD-TD-OD01 FOR ADDDD:AE REWMENTS _
%TAT
m
0 1 5
INC
JACOBSEN HOMES
NOTICR ••
MYSPEOHC.ATOISWDRA,YRSARE
WARN Or. ,
C.L.Y.
DAre
5-11-95
Ilev. u„m
P.O. 90% 368
aRmuL PRroRCTNO. AND CDOWRrt
YATELALS OF JACODID71I 11NO&M
DRARO4G 11TIE•
FIG. 4.
„
SATE TY
138Afi95
MC SUG, VAREOPEXT rat fOaIaS AC PIDA�D 10 M
.
ORAMNG NUYtID!
HONE ( 1J�FLORID
PVTCW lnRk� SECRET�ml off.¢
AD—TD—L
40
41
g�,q� ADDENDUM
S �1G�gE
ogE
ALTERNATE U I TIEACING TABLES S�
WN C
N T III/ 8c D
LONGITUDINAL TIE —DOWN SPACING TABLE
�+7
j
MIN.
WIND ZONE II
WIND ZONE III
A
AIR.
�1
FLOOR
AIR. OIY
[A END
ENO OF
ANGLE
Ott. ANCHOR
EA END CF AIDE
WIDTH
EA SECTION
uN, e
gnloH uB
EA4
20'-0'
2 2
36'
2 5'
24'-0'
2
46'
2 60'
25'-4'
2
50'
2 67'
26'-B'
2
55
1 3 30
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR AMU
SPACING
DD.�AD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-O'
12'
4'-0'
37D0i
2D'
4'-0'
39508
20'
25-4'
12'
6'4
40001
15'
4'-0'
3950/
22'
26'-8-
12'
6'4
3950/
28'
4'-0'
39501
22'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE 01
A�
•(��
FLOOR
TNL OTY.
EA.
ANCHOR
UK Ott
DID
ANCHOR
ARGUE
WIDTH
gina�N
NI a
EA.
UDL 9
20'-0•
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
25-4'
3
42'
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 II
WIND ZONE III
SP91NG
M.
A403 ANGLE
SPACING
DEL AD HEAD
ANCHOR ANDS
EAVE
WIDTH
OVERHANG
26-0'
12'
4'-0'
4000/
20'
N/A
N/A
•N/A
24'-0'
12'
4'-0'
40DOI
24'
N/A
N/A
N/A
254
12'
4'-0'
40DOI
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
4000/
2T._, ......
N/A
N/A
N/A
NOTES,
—
ENONIi9'AIPPR�'AL"i) /��
C11
r.••CsTe
OAPIA APPROVAL:
I. SEE AO -ID -COON FOR AOOIIIONAL REWBLEMFNTSNo
R ,
2. SEE AD-M-0031 FOR uA18uLW PER HEIGHT REWIRED FOR THE LOADS TABULATm
_ ENEB703571
ABOVL
3. 20 NOES -82' MAM M I -BM SPACING ONLY.
-"' •_.
- '
-.
A, /' MANWULf INSET 10 ANCHOR HEADS (SEE AD-TD-OOJI),IF•.••'`,
v.
....
JACOBSEN HOMES
N0710E 'nnr
nasESREanOATIOMSAmDaW;4GISAE
IORAWI+`
C.LY.
DARE:
6-13-95
REV. LETTER:
ORAWIIG TIRE:
ALT. SPACING TABLES
aeONN. PROPRIETARY. ANI CaOwm
MATERIALSOF AAt0BSEHI MAVJFACTIR 114
.
P.O. BON 368
SAFETY HARBOR, FLORIDA 34695
PHONE.(813) 726-1138
IRL WIN MAIERIALS ARE PRONTO) TO M
immDa FOR 7PCO10 pPPm RO "I K
IVT 001fWalt MI SECRET fial ODM
DRAWING NUMBER
AD-TD-0030
10'-0'
12-
4'-0'
31501
40'-50-
4'-0'
31501
40'-50-
12'-0'
12-
4'-0'
3DDOI
40'-50'
4'-0-
31501
40'-50'
12'
5'-3-
31501
40'-50'
{-0'
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
A
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTT.
ANCHOR
WL OTT.
ANCHOR
WIDTH
Elm OF
AIDE
EA OR
LiF
U
EA.
FA SECTION
uPl B
FA SECTOR
Iml. B
10'-0'
2
64'
3
46'
1y"O
v
12'-0'
3
50'
3
68,
IS-4'
3
58'
4
Or
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE u
RIND ZONE ID
SPACING
LOOOL AD
ANCHOR AIDE
SPACING
D��
ANCHOR ANGLE
WIDTTHH
OVERHANG
10'-0'
12'
4'-0'
31501
40'-50'
2'-B'
31501
40'-5W
12'-0'
12'
4'-0'
31001
40'-50'
Y-8'
31501
40'-50'
13'-4'
12'
4'-0'
305591
4W-50'
2'-8'
30001
40'-50'
NOTES:
CNQ;:'� C'�A'bp A A
i�iViD BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL WENDING BEYO D THE ENDWALL a
THE ADJACENT SECTION 11UST BE TIED DOWN AT THE UARRKE LINE N ACCORDANCE
3r`�O? • GAS T r� �
,: Q�` ' C ' C�%
REVISED
•.
WITH THE TABLES ABOVr• THE 9DEWALL SIDE AND THE ADJACENT SECTION(S) ARE 7
A•'.. -
SEP 0 9 i
BE TIED DOW N ACCORDANCE NTH THE NORMAL SPACNG TABLES (AD-M-0010). ;
ADDITIONAL
3.
•,
INC.
2. SEE AD-TD-DO01 FOR REWEEMFHTS
�� .
3. SEE AD-M-DO21 FOR UA)GUW PER FRIGHT REWIRED FOR TIC LOADS 7ABULAIEO
.<`• �n�gC.y' �FED
�''i�sAT •• �R••'�C'AQ�`
RAL MANUFACTURED HOME
AND SAFET! STAND
ABOVE
CO
STRUCTION
JACOBSEN HOMES
"D"`E b'A1111i
SE SKOFwu,mS um OKAWXM ARE
+1"
R.R.
DARE
8-27-96
REv. LENDt
PRI■
aADRAL PROPRJC,NIT, ARD CdTTIDFNNI
MATCRI`gs of JACOM UAWrACTUIRIC
B
DRAWING IIU'
OFFSET SPACING TABLES
�V
P.O. BOX
VIC. sloe MAIUMS ARE PROHRD TO ra
SAFETY HARBOR, FLORIDAIJ{695
PHONE (813) 726-1138
RGOPOIT FO19ENL NAA151S Na Oil R
Fmi WftrMNI NO POET FROM Onpi
ORAWNG NUMOM' nn
AD-TD-002D
A
LDE
42
39
LONGITUDINAL STRAP ATTACHMENT
TYRO
TYPICAL LONLINONAL ANCHOR SW
(FIELD INSTALLED)
/
/
i�
NOT'E5: :
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
1. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' WOE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
CATOR BEAN CLAMP, MANUFACFRED BY
TIE —DOWN ENLTNEERINC. PART 159011
(SEE MANUFACTURER'S DISTRUCRONS FOR
COMPLETE INSTALLATION DETAILS)
ROVED EY
aw 15 2�8
NC.
CGN RUCTION AND SAffTYSTANUARLS
NOTICBL DRAWN BY: ' DATE: REV. METIER:
'JACOBSEN HOMES msE wEanCATIOIS AND DRAWVILS ARE M.T. 6-12-01
OOGNAL. P ROPRETARY, ANo tuato6xnAL DRAWING TITLE:
P.O. BOX 36B' MATERULS O/ ACOBSEN MARIFAC7OIM C
u0 SUCH MAN)BMs ARE PR"Dw TO THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBDR. FLORIDA 34695' RGORENT FOR SPE= Ra➢BSESS AND MUST BE DRAWING NVMBFA:
nn PHONE (727) 726-1138 REM CwOOIDAt AHD SCOET FROM OTHERS . AD- TO-0016.
ADDENDUM
0�°g5 ALTERNATE TIE -DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING iIEDOWNS
SEE NOE 4 FOR
MAunAI 1DTDT
1 I FIGURE 5.0
F'�— SEE FIGURE LI FOR RECOIDOZIDED IM-DOIN MMID
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USOG THIS TIE —DOWN CONTICURITION A STYLE CREST PRODUCTS MODEL 575R (TYPE 2). ADDER ANCHOR TIIM A DESIGN IOAD (YORIONG LOAD) RA7010 OF
4,000 POUNDS AND AN UMMAIE LOAD RATING OF 6,000 POUNIM MUST BE USED. IN EQUIVI ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS TRADE BY
ANOTHER TUNUFALTURFE MAY BE USED DI IhU OF THE STYLE CREST MDUCIS ANCIM
NOTES: THE ALTERNATE M-DOWN METHODS SHORN ABOVE ARE ACCEPTABLE FOR USE N
I. SEE AD-1D-0001 FOR ADDITIONAL P.EMIIGEIIENTS ALL MAIN ZONES AND N BOTH DP09NE'C' AND DPOMOE V. HOWEVER. BY
I STALLNG THE FRAME LE -DOWN STRAPS AT THE WIDOW I -BEAM RE MAIL
Z. SEE OTHER DETAILS FOR BLOOGNO (PIER) C IA10TY AND OTHER REORREMDITS RDG T OFT THE GROUND S DOILY RFDUCM SEE OTHER DETAILS FOR THE
1 FOR FIGURE SO SEE ALTERNATE TE-DOWt) SPACING TABLES (AD-TD-00J0) RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DOM S
,uuul•nn.
4. ZONE 2/OPDSTRE 'C3 3i MAEMPJM NOGHT ENRi1TT11a fPROVAL•1— ''.•r� DAPIA APPROVAL'
ZONE 2/EIPOSURE T': 27• MA)DPJM HDCNT �
ZONE 3/E)PDSURE'C: 3D• MUCMWM HEIGHT�.VST 9 `�/• �� _ _ - ...-' _ -
ZONE 3/E)POSURE'IFS THIS APPUCATON IS NOT APPLIMM •• Z• No F� 4i
= EidE870Fr
E` Olt. z4___=4cLwm.=V-.
....
O S M II'TT'I 'DRAWN BT . C.L.Y. DATE. 6-13-95 REV, LETTER;
JACOBSEN HOMES nusE SPEOn....mlR..e NE DRAWING -
OMOHAL PROPRIETARY. ANO WOEOITML FIG. 5.0
P.O. EDIT 368 MATERIALS OF 4MX=4 YN mmmn ✓ c
OE. SUCH MATTRMS ARE FROM TO WE -
S�
PHONE TY R(81J) 726 11384695 R➢ �IOR MVA
ROM MOM
DRAWING NUMBUh — —DD31
38
.43
ADDENDUM (�
�5 µ� �
't'p0 TABLES
ALT.
��ORS OFFSET UNIT TIE -DOWN SPACING
6
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MINI
WIND ZONE II
WIND ZONE III
FLOOR
MIN. Ott.
ANEU
YIN- Ott.
ANONIN
^�
'IMDTH
EA IO
AIN.
a END
A i
�O U
SECEND
u xenon
MIN. e
u gETlex
o
1.
wL e
20'-0'
N/A
N/A
N/A
N/A
24'-0"
2
42'
2
53,
25'-4'
2
45'
2
58'
26'-8'
2
48'
3
37'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE II
VAND ZONE III
SPAONG
DB- BEAO
LOAD
ANC µOE
SPAONG
DEL HEW
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-3T
4'-0'
4000@
20'--30'
25-4'
12'
4'-0"
40DOf
20'-30'
4'-0'
40DO#
20'-30'
26'-8"
12'
4'-0'
4000 j
20'-30-
47-0'
40001
25-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE N
FLOOR
OTT.
IL
ANGER
A01 Ott.
ANCHOR
IDTH
u Elm �
E
ANGLE
u O
ANGLE
EA xCMIM
YDL D
SDIDEC
FA SECTION
WN B
20'-0"
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
�YrO
25'-4"
2
66'
3
48'
26'-8" 1
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
IND ZONE n
IND ZONE III
SPA@C
DI HE
ANCHOR ANGLE
�ADNC
DELL
BL`LOAD �
ANCHOR ANGLE
FLOOR
VADTH264
EAVE OVERHANG
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
4D00/
20'-30'
2'-B'
4000@
20'-30'
254
12'
4'-0'
40DOI
W-30'
S-2'
40001
2.s-30'
26'-8"
12'
4'-0'
40D0/
25'-30'
S-2"
40001
25'-30'
NOTES:
ENON ER 'pimiIIIIII/I,,/
DAPIA APPROVAL-
�``�,�\N D •DOFOI�''
PPROVED BY
1. OFFSET SECTION NTH THE MARRIAGE LINE WALL IX1E81NNG BEYOND THE ERDWAIL OF
y�
THE ADJACENT SECTION NMI BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
ACCORDANCE
VAIN THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECOGN(5) ARE To
)�r.-&STfgF ;F2
- Q No. O •.•
JUN 1 1
BE TIED DOW N ACCORDANCE NTH THE
E OBi -r
,`®`V�
ALE SPACING TABLES (AO-111-0030).
_
IMP INC
2 SEE AD-70-0001 FOR ADDIIIIONAL REOINEIIENTS
. I SEE AD-TD-003 FOR MAxNW PER H MT REMO FOR THE LOADS TABlM1E0
'y O ,��j
'•. /,�
ABOVE.
:A .
JACOBSEN HOMES
nasE SFJTab M Kk:N ' Ii•
m
C.L.Y.
DATE
5-30-95
REV 1EilER
ORAMNC WIRE:
ALT. SPACING TABLES
MAP
CROMAL PAWRIETARY. ANI GpOXK111M1
MATERIALS OF AACOBS31 MAHAFAL'DIOxO
P.O. BOX 363
SAFETY HARBOR, FLORIDA 34695
INC. SPIN MAIUCALS Ala PIETT•RD f0 11[
PiOOa TIN SiKOM PX6a93 NO Mm R
ono¢
ORAMNG NUMBER:
AD-TD-0032
PHONE (813) 726-1138
W7 CMAW k AM Baal Pw,I
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE—DOINi INSTALLATION METHODS
SIDE x:x OF uux FRwE
X-DOWN STRAP
SLE OTHER DETAAS
FOR TIC-DGWN STRAP
CFICATIONS.
APPROVED ANCHOR WVZ—'D TO
MAIN I -BEAM (5[E OIiER OgAr
SEE AQ-TD-0100FGA FOR WELDING) i0 BE NSIALF:
RADIUS CLIP DCTATS AT DEC FACTORY.
(REQUIRED THIS LOCATION). (MN. 31501 WOWNG (DEIGNI LOAD
AND 47251 LLTGATE LOAD.)
o° GRONO ANOffA
SEE OTHER OETAAS FOR 9B;
ANGLE AND OTHER INSTALLATION NOTES
) II IL
�- FIG URE 2.1
SOLID "RAWER (CROSSMEMBER) FRONT VIEW CUT
X 3/4' It 1/21 . MIST BE LOCATED
CUT OLEO LEADER NMISTHI[N S' L RAT:
FOR STRAP ATTACHMENT. OTA55S OF MAIN
(FACTORY OJT)
P'6'N SEE
/ A-7D0200 FOR SEE AD-M-M FOR
RWLS CLIP DEGRADIO CLIP11 THIS OCAON)(REq73D THIS LKAONmOS
5'WX•
TE-DON) SWAP
SEE OTHER G'TA1L5
SIDE V.EW FOR TIE -DOWN STRAP
SPECIFICATIONS
GROUND ANO,OR•
o SEE OTHER DETAILS FOR SIZE,
f ANGE AM OTHER NSTALIATION NC S.
FIG LIRE 2.2
c.15
NOTES UR APPROVAL•F1•P• = DAPA APPROVAL'
1. SEE AD-TD-0010 FOR SPACING TABLES .k • �� • ti3
2 SEE AD FOR oUANITY O' LONOTUDOL TIE -DO SWAPS RCOJRED.
rTa7::
3. SEE OTHER DETAILS FOR ROCKING (PER) OIANTIIY NO OrER REOLUO) FNII.
4. SEE AO-TD-0001 FOR ADMO AL REOLAREMIDIM �i ' . 7'jc- (" „%- _-
4+i, oNAL � f
' Ll" Y....,. _.
ppnnunNN,n• - -
A\OBR BRACKET AND M-DOYIN
DEVICES ARE TUIED BY OTIEKS
NO71Ce�. CRAWN BY. DArt. REV. LLTIER:
JACOBSEN HOMES C.L.Y. 6-13-9s
1H3 SPECOICA'als Nu Ce4Cd3 ARC
MAP09UTA Or A Ne7 Fnamllw CRAVING nnL 0
P.O. acx 368 "� ° uCOBS�R °1N�"E"A01A FIGURES .1 & 2.2
SAFETY HARBOR. FLORIDA 34695 NC SUB, NAmRILS tit Fe mm 101 E
"
PHONE (B13) 726-113e g11mr T9Loltea�aia o DRAWwG Nuueoh AD-TD-0015
44
37
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
III
��� IliIII
=i°r�ao►i
�
�a
;_,
i 91,e�1
It
l'e
a
al,
wl -IN
YAi Y[ItW IWu,u u•_• rtn ,v.rw,v .mac ..n .r•rw�..W
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
```AA,lpuunlun„
NOTES:
[1, PAOVAEs.. 4,
Q .•'V\STfq''• Cc
? =
DAPIA APPROVAL
1. SEE AD-TD-D010 FOR SPACING TABLET
�:•F� No. tc0
APPROVED BYE
2 SEE AD-M-Dolo FOR OUAMTY OF LONOTUDIAL TIE-DOMN STRAPS REARED.
ENE8703571 =
Y T3
3. $ 07M DETAAS FOR SLO]ONG (PIER) QUANTITY AND OTHER REQUIREMENTS
_ �• -
•'
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREUEN7SNIP
]]
INC
Nonce DRAWN Br: uem:
JACOBSEN HOMES TNESESPEGDGMP�iANDDMMX6ARE C.L.Y. 5-19-95
■ OwONAL PROPO[IARr, AND OONiIDDIARE DRAWING TILL � A P.O. BOX
368 MATDOAIS OF ACOBSEN YAw1FACILiDNG FIGURE 2.0
,I Wt SXH YATMA S ARE FRONDED TO INE
SAFETY HARBOR. FLORIDA 34695 REG-ONT Ea S(CM •Arias AM MAT N DRAWING NUMBER:
PHONE (813) 726-1138 1 PVT TDwm m uo YOU rROI OTHRS AD-TO-0014
E
ADDENDUM
WR116
ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING 11EDOWNS
31 UI RUEFOR5 F
uuaRAl IflOR
I
FIGURE 6.0 FIGURE 6.1
SEE FIGURE SI MR RECOWEADED M-DOIN METHOD SEE FIGURE 22 FOR RICOMBEIrDED 716-MIN RECHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
MEN USING THIS TIE -DOWN COITIGURUION A STYLE CREST PRODUCTS MODEL 575R (TIFF 2jj, AUGQt ANCHOR = l DESIGN TOAD fWORI@IG Ion RHINO OP
4,OGT PCUNDS AND AN UMLATE LOG RUING OF 6,000 POMNDS MUST BE USED IN EpU1YD,INP ATKBOR IQETD7G T M ABOVE SP�PiCMNS NUDE BT
ANOTHER MAHPFACTURER MAY BE USED IN 1EU Of THE STYLE CREST PRODUCIS ANCHOR.
NOTES: THE ALTERNATE RE -DOWN METHODS SHUM ADM ARE ACCEPTABLE FOR USE N
I. SEE AD-M-0001 FOR ADOMONAL REOUREYEWS. ALL WID ZONES Alm N BOTH EXPOSURE V AND EXPOSURE 7J•, HOI EVER. BY
INSTALLING THE FRADE TIE -DOWN STRAPS AT 79'GRBOARD' I -BEAM THE MAX
2. SE OTHER DE7AES FOR 81.000HG (PIER) QUAN71TY AND OTHER REQUIREMENTS. HEIGHT OFF THE GNOUID, 5 GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE RO SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-ID-00201 RECOMMENDED METHODS FOR DSTALENG FRAME TIE -DOWNS
4. FOR FIGURE LI SEE NORMAL RE -DOWN SPACING TABLES (AD-TO-0010). ENONEER"hi, DAPIA APPROVAL
s zINE t/oPovAIM SEE mREC 3-0010 Y uAmw IEXair ���`•�•�`'I� C Dot
'"�•,,'q APPROVED BY
...:.D Fp
ZONE 2/EXPOSURE 7F: 24• MAXIMUM HEIGHT�G\STEj.4;CA
ZONE 3/EXPOSURE 'C: 24' YAIDNY HEIGHT Q No. O •'.
ZONE 3/EXPOSURE V'. 2r MAXIMUM HEIGHT E870 4 1 5 W
sTa•e INC
W . u.�rmioa
,/T / N..i�.:4 r-iVE11TJlOYY
JACOBSEN HOMES NoncF '/AA„„'=" a•` DATE rET 1ETTER
11RON SSO71G1ITA AM0 oluw.s ARi C.L.Y. 5-30-95
w�• OF AACAM.'M OOILONIAL ORAWINC 4Re
„ ICSxMATERIALS AT AACOISFN YNAIACRidNG
P.O. BOX 368 INC sUOE YARANS A9E I+A01= To THE
FIG. 6.0 6.1
SAFE APHONERBOR) i0R10 iJe 695 . FOR 7= Wa$OUT CDOMPA Ix� I MK DRAWING NUMBER: AD-TD-0033
41
45'
ENDUM
R
ALTER OWN PACING TABLES
ATE T��
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
Yx• on
AN H R
UK OTY
�1
FLOOR
SQ
WIDTH
END
ANGLE
EA OF
AXME
UlV
EA YCDON ON
EA.
YDL B
FA SECTOR
K
uP1 B
12'-0'
2
'
2
55'
�`
0
13'-4'
2
50
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
ION.
MAX
WAND ZONE 0
WIND ZONE 10
WON;
maim ANGLE
SPAONG
DBL�O
AND10R ANGLE
WIDTH
OVERHANG
LOAD
12'-(
V
4'-0'
37501
20'
4'-0'
39001
22'
IS-4'
6'
5-4'
3850j 1
25'
5-4'
39600
30'
THIS
ALTERNATE
APPLICATION REQUIRES
4,000 POUND
ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
�N)
MIN.
WAND ZONE II
WIND ZONE 01
ANO=
UK OTT.
ANCHOR
FIL
WIDTH
I�
u �
Mae12'-0'
pEA.ENOOr
64'
3
37'
4
33'12'-0'
33'IS
4'
42'
3
55'
13'-4'
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MN.
'Al
WIND ZONE 0
WiND ZONE 10
WAa c
ANDDR ANGLE
SPAONC
DEL OAD HEAD
ANCHOR ANGLE
FLOOR
EAVEDeL
WIDTHIT-0'
OVERHANG
ow
6
4'-O'
39501
2Y
2'-8'
39301
20'
13'-4'
6'
4'-0'
39601
25'
2'-B'
40001
1 30'
THIS
ALTERNATE
APPLICATION REQUIRES,,,,4,,000
POUND
ANCHORS
NoTF-S
�IgB%AP RT Q� q,
DAPIA APPROVAL
I. SEE AD-TD-000l FOR ADOnoNu REauWN2NENTS
Z .•'\STEq F '.
•c� O
No FO• .2 %
APPROVED BY
Q
�
ON
7. SEE AD-TD-ODT6 FOR MA)WM PER NOCNTS REOMO FOR THE LOADS
TAMAATED ABOML
5 ENES763571
= =
dA1 1 5
PINC
1 MAX FAME OliRN/MO REFERS TO 047WANC AT 9DELIALL NOT FRONT OR FEAR.
-
.� �.;
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144• FLOOR MDiHS WATH 95 v2•
FIAM� 6• uAXmnXLI SDE
$9O''• / �' 9 •t1�:
.P •.,Np``�
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N077CE. •at
Let
TKv-sO9 SATIONS AND ORANN65AE
MWW_ PROPRIUANT. NO OORV=
(WMn
C.L.Y.
DATE
5-30-95
fEV. OTTER
/\
DRAWING TITLE
TABLES
W7EIALS OF AAOOBYN WMiAORAINC
ALT. SPACING
„ P.O. BOX 36B
SAFETY HARBOR FLORIDA 34695
NIL SM MATOW ARE PRMM TO 1NE
RNO E NT fa stmE PM= MO MW M
'AST
DRAWING NUMBER:
AD-TD-0040
PHONE (813) 726-1138
NOT COIFMVA AIO 9TOET rKII 0111D6
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
IV
P-T
lulu
14 toxmwNAt
TIE -DONS
t[-DDNWa
24'
TE-DOWN SPACING
TE-WAN SPADNG
TE-M SPACDC
TE-M S IAM DE-DOYI SPA7AT
4'
.
MAX PER AD-M-0012 TABLE FER AD-M-00012 TAME PER AB-10-0012 TABLE PER AD-M-0012 TAIL PER AI-BFDDI2 TABLE MAX.
FIGURE 1.2
BIB MOORS P.O POR ALT01NA18 M-DOOR IIBEBOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS n?, nw smD1
SEE NONE 5FOR
YAM HOW
I
� A NIOER---7
NDF ANGLE
FIGURE 1.3
SP,6 PICURR 7.0 FOR ALiQO TE ni-DDH ID;iI&ID
NOTES:
1. SEE AD-TD-0012 FOR SPAONO TABLES AND NOTES
2. SEE AD-M-0012 FOR OOANTY OF LONOTIDIAL ROMN E-DSTRAPS REONFED.
3. SEE OILER OVALS FOR BLO20NG (PIER) OUANDTY AND 07M REOOA✓Fmxm Z
4. SEE AD-1D-0001 FOR ADDITIOOLL REOLUREYONTS.
5. ZONE 2/D�091RE V. 30' YAXDDY Hf1O1T
ZONE 2/ETIPOSURE b': 40' YAXDDM HEIGHT
ZONE 'C: Zr MAXIMUM HBOIT
ZONE TD': 60• YAIUMUY HDGHY
EN t%%%%`% IEUAf1III/AIAIA',
p``AZA` .•••. .... 4.
C> G\STEq •• CC
,%• Q� No. FA .2 '�
-
e EN 871 0 _
A OF
OA(I'•./ 4�>�:: •`1
'�, e'' '•.• DIP•.: ♦ �:
DARA APPROVAL'
APPROVED BY
�AM
f
IN PINC
JACOBSEN HOMES
P.O. BOX 368
SAFETYPHONE (8 3) FLORIDA
'i
1wmwEan NX°amvDRl'ZIbuRl ltT"``
05GRAL. PRW MTAW AM ONNOOaK
NUToausA" N MAANFAOTURIND
k 61101 MATLRWS ARE FRov= M TIE
IAavP�LTR�m1�AD � Fm aim EE
DATE
C.L.Y. 5-19-95
DRAUNG TNIE•
FIGURES 1.2 AND 1.3
REV. LETIETt
°RA"°!G NUMBER: AD-TD-0013
)4
46
35
ADDENDUM
Toms
51, 13
TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
-MIN.
WIND ZONE-11
1WND-ZONE41�--
FLOOR
UK OTY.
ANCHOR
UK OTY.
ANCHOR
HV,
`
WIDTH
u END OF
ANGLE
EA EN OF
ANGLE
L+U
O J
EA. 'SECTOR
UK 0
EA SECTION
ROE B
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE U
WIND ZONE III
Wi�
EAVE
OVERHANG
SPAfING
0��
ANCHOR ANGLE
SPACING
OBLOAD
ANDOR ANGLE
12'-0'
6'
8'-0'
1 31501
40'-50'
6'-8'
31501
40'-50'
13'-4'
6'
6-0'
1 31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE RI .
FLOOR
MIN. OTT,
ANCHOR
UK OTY.
ANCHOR
W)DTH
EA END OF
ANGLE
EA END OF
ANGLE
V
Ee gcTax
u6. e
u gcnox
uE e
12'-0'
2
64'
3
4 7'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55,
IS 4'
4
30'
4
38,
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE R
WIND ZONE N ,
FLOOR
WIDTH
EAVE
OVERHANG
PAGING
NERD
LOAD
mom ANDS
SPACING
D��
ANCHOR ANGLE
12'-0'
6'
54
31501
40'-45'
4'-0'
3150"
40'-50'
13'-4'
6'
5-4'
3150;
40'-50'
V-0'
31501
40'-50'
NOTES,
FNGNEFRA �Q II,�
F�
DMA APPROVAL
I. SEE AD-TD-ODo1 FOR ADDITIONAL REOUOiEWEN1S
.��0�s r �''
APPROVED BY
P NO. O •.
2 SEE AD-TD-DOI3 FOR MADMUM PER HEIGHTS REQUIRED FOR TI0,00
E LOADS
• L
5
TABULATED ABOVE
-
ENE8703571
.1(1N 1
J. MAX EAVE OVUM" REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
lowim, INC
4. ABOVE TABLES APPLY TO 16V FLOOR OR 144' FLOOR MOWS WITH 95 1/2'
9, STATE F?
- 4A
'� •'• �N
M MAY W I GUC NG(
A961R(.Ma NGWDisirnlm
I -BEAR SPACNG 96' MAIDuoM SDEMAIL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (V OVERHANG MAX EACH SIDE OF NDTI.
.t`
'4,�F�' 01AN.•'G\���a�
.
JACOBSEN HOMES
Dam 9iAlXklsOF�WD4NX6A 11O4H�
0.l
d C.L.Y.
DAM-5-30-95
REv.LETTER
P.O.
„
GeGNM, PRMTAAT. ANp fLX1DO1RAL
MATQOALS OF AACOB¢N MANRAC7IFONG
S O MA:F. SAFE PROHR TO TIC
n
DRAWING TITLE'
NORM. SPACING TABLES
R, FLORIDARt
SAFETY HARBOR, ORI34695
PHONE (813) 726-1138
REOPINI Fq 9iHIC PPA9S AID Y15I Q
uPr LOIFDpU1 AND YGaT HRGH
/H,
DRAMNG NUMBER:
0
AD-TO-0012
ADDENDUM
�000 ��o�°PIS ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOW TIEDOWNS
FIGURE 7.0
BEE FIGURE LB FOR RECOMIDED TIE -DOWN ID.INDD
IMPORTANT NOTICE:
SEE NOTE 1 HIT
W
YAAORI NOW
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS M-DOM CONFIGURATION A MU CREST PRDDUCN VODEE 57SR (TYPE 21 AUGER ANCHOR IRR A DESIGN IOAD (WORIH7C 10111) RATDIG OF
41000 POUNDS AND AN ULTOQTE LOAD HAIM or 6,000 POUNDS RUSF BE USED. AN EQUIVEANT AMR MEETING THE ABOVE SPECIFICATIONS MADE BT
ANOTHER MAHUFACFORL6 MAT BE USED DI UELI OF THE M M CREST PRODUCE ANCHOR
1. SEE AD-TD-0001 FOR ADDITIONAL REUIREAIENTS
2. SEE ODOR DETAILS FOR BLOODNG (PIER) OULANTITY AND OTHER REQAEMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-OOTS).
4. ZONE 2/ETPOSURE'6': 38' MAXION HEIGHT
ZONE 2/EXPOSURE TT: 29' MAROON H MT
ZONE J/OPOA W. 2W' MAANR HEIGHT
ZONE J/EIP091RE b: 28' MAXIMUM WONT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE BE -DOWN METHODS SNOW ABOVE ARE ACCEPTABLE FOR USE N
ALL WIND ZONES AND N BOTH EXPOSURE 'C' AND LPOSURE'0'. N014VER, BY
INSTALLING THE FRAME TIE-DOVH SWAPS AT THE'OUTBOAFV I -BEAM THE RAIL
HEIGHT OFF THE ON= 6 GREATLY REDUCED. SEE DIM DETAILS FOR THE
RECOMMENDED METHODS FOR INSTATING FRAME TE-DOWNS. .
APPROVED BY
F
No.�`°o'?' 5,0
t 1 �! i ■
`�FEE� INC
NOTIC@ ''rrfpiH ,,, LBFd DATE — - -REV. LETTER
JACOBSEN HOMES TIESESPFyG,05Ao0RAWM6A$ C.L.Y. 5-30-95
c"amm. HIagINTAAS Am QArtCNTw DRAWING TITLE•
La
P.O. Box J68 MA wFDaN we emuTO THE
: Q FIG. 7.0SAFETY HARBOR, FLORIDA 3/695 ISgpi TOM gm f1N'G9S MG 1161E G AWNG NUMBER:- -PHONE (81J) 726-11J8 Wl OWDgRAL AND soar FFXM 8mMS AD-TD-0041
34
47
Q
SEE DETAIL 'B'
SEE DETAIL V
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 1 B'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31500 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 CUP).
FRAME TIE —DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I —BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD—TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 'C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PROT;f1j3fiflI,AT LONGITUDINAL TIE CONNECTIONS ALSO.
••••. •. Rt••., DAM APPROVAL,
:'¢ Na. o • = APPROVED PY
910334 ?
STATE OF
rRIETA AND" oTxIXs
'� NOV 2 4 1998
JACOBSEN HOMES
P.O. BOX I
SAFETY HARBOR, 7706R 34696
PHONE (81]j 72-1138
NOTICE
RASE SPEORCATMNS AND DRAT S ARE
MONAL PRDIMICTATIT. AND CmRDplTlk
WTWNS OF AAL'WSET1 YAA'VFACTUWNG
VC.M YATDOAIS AIM PRDV= To THE
R6O11 IM 94OC PUFFM AND MOT &
IvT Evrnwna AND SEmT NmLIo7Hm
DRAYM
M.T.
DATE:
11-18-98
REV. LE:
LETTER:JACOBSEN
DRAMNG TIRE:
giA11WG NUUBER:
AD-TD-0050
1�-DDYs
Rt•Daws
SPAD116
TE-DORI
5P
YAX PER ID-1D•WId1 US' PER AD-IDM61 MURR IDdD071617A®E PFR AD••1DODid1 ➢IWE PfR fD-iD-05HI1.TA®[ YAY
FIGURE 1.0
G.e`e�os4eeeeeeeeej���
• a+��l� ' DOF of
v
,q
OTC
� N •' ���`
�SHOWiNG 1rP.p�A1 `����,•
�PNNS� TIP.RDEX srs®I
aALs51s
�MYDR 5Id
YlIIDiE 16YR
AN9E (51E IOIE � ANOIOi AXYE (SE Km�
FIGURE 1.1
(061GN am ON 85 I/2' I-BFAY IiNIERS AID 86' HNII SmE1bLS)
ENGINEER'NOTES ENGAPPROVALDAPIA
ImADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DON SPACINGRol
117
13
S
APPROVA00
L
L SEE AD-TD-DDldt FOR
YV
33
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TE -DONS
ME
24'
ME-DONI PAW IE-0UW 7AGNG
TE-DDNI 9AONG
TIE -DON SpADHO TIE-00IN SPADING
24'
YAX PER AD -ID -WO TABLE PIR AbTD-WiD TALE PER AD-TD-OND TARE PER AD-TD-0010 TABLE PER AD--10-0010 TABLE RAX
FIGURE 1.0
SZR PIGURI 20 FOR AI2RIOIATR YE -DOER METHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS "' FM 5Ysa Tip. Dmss-110ffi`
a1Avs
SEE NOTE 5 FOR
YAlOAA11E1L1T
I I--- M= ANGLE AN01DN ANLE�
FIGURE 1.1
SIZ FIGRRR S0 FOR AI3H01AT8 11E-Dou YD RIIt,
NOTES:
4��pQRpjCA�
ENLNFF`RA�.TQp/�FSW BY
1. SEE AD-TD-0010 FOR SPACING TABLES
p • G\S Eq`c�(.../,�1.'
STRAPS
NO. •• i. jf _' A
7. SEE AD-TD-0010 FOR ODIUM OF LONGTNDIAL ME -DON REWIRED.
= ENE8703571 �.
3. SEE OTHER DETAILS FOR BlOWNe (PER) QUANTITY AND OTHER REOUvoA7m
INC
4. SEE AD-III-0001 FOR ADOnWN. REO11D'LDM
zoNE 2/DP091RE 'C': 60' YAWN WONT
-
- 'd ST�T=
ZONE 2/t)POBLiRE b': 44' YAxWY FEILIT
ZONE 3/bPOSURE'C: 40' YAX•I0Y NIGHT
A�Vy
'i9�it`• •� p P rG\�� REF. CALCS
'�•,4,�SS�Q•••• �
zomE 3/ETPom V. 36' YATOILIY Hmr
JACOBSEN HOMES
N0710E
THESE 9£D7N.Amm AND mmm An
OIPiA1
C.L.Y.
DATE:
3-27-95
REV. LETTER:
DRAWING TITLE'
FIGURES 1.0 AND 1.1
P.O. BOX 368
rm,
UA WN5 TAA�N UA LNG
SAFETY HARBOR FLORIDA 346S5
PHONE (013) 726-1138
IRG SUCH MATERIALS AK PROOM m
I FOR 9°E6C MO< S AND JUST BE
WT OlAIFIDU K AM moaT 1Ra GMIS
DRAWING NUMBER:
AD-TD-0011
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES SEA 101
ZONE II & III/EXP. C & D 10 0
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
WIND ZONED
WIND ZONE AI
l�yo
FLOOR
WIDTH
_ YPL ID O
El. D0 O
u SECTOR3T04
A ANGLE
AN.
e
A. IDCITY.O
EA EEC OF
u s3cnL1
ARM
ABLE
ANGLE
uR e
30'-B'
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WND ZONE I
WIND ZONE 11
FLOOR
WIDTH
EAVE
OVERHANG
MIL
IDID
ANGL Ahm E
swc
LOAML D
AxOTDi ANGLE
30'-8'
6' 1
6'-9'
1
31501
41-46
5'-5' 1
31501
1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
.�
MAN.
WAND ZONE D
WND ZONE II
^�
^ O
WDTR
WIDTH
A. E 0TO
EA. SEC OF
u SEO110B
ANDIOR
EmL B
K
A. ITT:
EA. EID OF
u s4cnDv
AAIONt
ANGLE
wL e
30'-8'
4
42
4
25
VERTICAL TIE
-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE II
FLOOR
WIDTH
EAVE
OVERHANG
SPAM
D0L 1EAo
Loa
ANOfDA ANGLE
�AWIc
�� ARM ANGLE
30'-8'
6'
4'-6'
3150+
46-50
4'-0'
31501 49-52
WINOZONE O
(110 YPH)
20 PSF ROOF
10 PSF D.L
REF. cats C 4/4 - °14.G1- 9¢•
„TLLTTTIN1tANAAAA
1LL ADDENDUM FOR ADDmiS. ON& REOUIRE EN
2. SEE AD-TD-W71 FOR MAXWM PIER NIGHTS REQUIRED FOR
TABULATED ABM_
THE LOADS
EN li
` C��� ��('�•4�
e4` No. Fo'•. ;
910334 '-
DAAPPROY
M O
APPROVED 8Y
STATE OF :',Q-
- j `� �
'
��'���®®®iii 14 INC.
OiAALiQ1�Of1R11EWd16
■
low
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
NOTIC BY: DATE'
1HEYSPEOI1GMISANOIHATIID$AREM.T. 2-8-99
DMONAL PRIPRIETA". Na CD(xYAN➢A n7lE:
AIATEFIMS Or AACOM NNq(ACOAND
m 91m YATEIANS AK I+olom To � NORM. SPACING TABLES
woot tm SLOC AmPOa Aq N6T t DRAWING NUUBER:
ImPI =1110 4 um elan TRY ORati AD-TO-0070
REV. IETLA:
49
32
TYPICAL SIDE ELEVAPON
SHOWING TIE -DOWN SPACINGS
ADDENDUM
TIE —DOWN SYSTEM
FIGURE 10.0
SE6 MM 20 FUR ALTT00 M 71FrDDW MMD
TYPICAL CROSS SECTION I I III
SHOWING TIEDOWNS TM' Rote SYM7 M
FIGURE 10.1
SPX PIGOAB SO FOR AL'IOtNAf1i M-DORN IMD
NOTES:
1. SEE AD-TD-0070 FOR SPACING TABLES
2 SEE AD-7D-M FOR OUNOTY OF LONGTUOIAL TE-DM STRAPS REQUIRED.
3. SEE DIRER DETAILS FOR BLOODIG (PER) GANTRY AND OTHER REOGREMENTS
4. SEE FULL ADDOIDUM FOR ADDITIONAL REOUR301M
5. ZONE 2AWOS1AtE V. 66- MAXIMUM HEIGHT
ZONE 2/DPOSURE V: 40' MAMOM HOGHT
ZONE 3/DFORK V. W MAX= HOLD
ZONE 3/0IPo9IRE 17•: 40' MA70WM HEIGHT
MRSAE NOTE S HT
uAunM HEIGHT
WINOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
wA• 9/.G!•- 9/, /A,
e No. 'o
910334
-e : STATE OF : Ay
'9�'Sc:�NDIAPW
APPROVED BY
N A ANC.
ROEwiYMl.C�ufDIPE
memA:EOENowmswAwo�s '
'Im i 5 ?DDi
JACOBSEN HOMES BE3ESPEQCAIINSAIDDRA a M.T. 3-1-99
MONA. PRWKTMff DRAMNG BILE: FIGURES 10.0 AND 10.1
P.O. BOX 368 L TOULS OF �Ac�sEN MANUFACIURNG
,� W_ SUCH MAIUVa AILS PAOV= m 1NE
SAFETYHARBOR,
(77227)F72266roi38 6Bs , co u m m gx r FM � DRAnvac MIUBER: AD-TD-0071 .
ADDENDUM
s�E� 1
ALTERNATE TIE —DOWN SPACING TABLES 1O >>l
ZONE II & III/w. C (g4a
LONGITUDINAL TIE —DOWN SPACING TABLE
MR
my ZONE D
WDD ZONE N
RAOR
WATH
W DIY.
OD OF
Alm
Nmaa
Ham.
Bm NE
m m
ma
u
FA sa
tDl. a
FA g�GBul
rl. e
L
�' 23
2
54'
3
47
M4
2
54•
3
4P
94
2
60'
3
44•
2G-6'
3
36'
3
46'
30-8'
3
4T
4
41'
(SEE NOTE 14 FOR ANIM MC S)
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
NIN,
ma
INND ZONE 11
VOID ZONE 0
wm
L WA
LN
WHIR ME .
SPAmm
�
AWN AIIIEE
FLOOR
o1 G
254
12'
5'-4'
31501
9-45'
5--4'
31501
35-40
M-T
12'
5-4'
31501
40'-45'
5-4'
31
35-40'
25-4�
12'
514'
31501
40'-45
5-4'
31501•
35-40'
26-8'
12'
5-4'
31501
40=45'
5'-4'
31501
35-40'
30'-Ir
1 127
54
3154
40'--46
5-4'
3154
35-9
(SEE NOTE 14 FOR ANOIOR ANGLES)
aeeeeeee➢nrrr's��
C.
oe�oo�N ...i
�O; ��pEA�S�;,F2o�o'm
No 45484 m
5Tk
O �� REF. CALC.
C-TD-215.01-215.20
NOTES:
now MfROWI:
DAM APPROVAL'
1. SEE YID-TD-= FOR ADDTIONAL RFLmE100S
APPROVED BY '
2 SEE W711-0011.1 FOR ➢A17R M PER HEIGHTS pFgU 8 FM TIE IAADS
Tm"TED ABOVE
Jtm 16,2009
NIP
36 TE-OGIR DESIGNON THIS PARE APPOG®E TO DOMLE US OILY.
INC.
4. 001 MCIM MOLE SIOYM IN TIE CNMT AM ONOITT HE AGHE6%
06TANiD AN AIMVED STAR= PLATE
FEDERAL woEAnmED RDA¢
w�a7RxEON AEm wEn aamAxDs
JACOBSEN HOMES
OW S71MIM IM MUM AM
duw BY
U.T.
GTE
06-04-09
R m IETiEk
11LTERNATE SPACING TABLES
P.O. BOX 36B
saw. PRINUM Al
OF
—
3AFE7Y HARBOR. 34M
PHOE (813) 726-1138
W. si01 wmws AK IeN®m>E
aFLORIDADA
=w RI smeREmsAOlA6rE
wr calem SEw.l Rol oee¢
GIAI�IG HOER AD-TT)-1I01D.1
50
31
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES S &
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II _
WIND ZONE III
FLOOR
IPA. OTY
ANCHOR
uiH Ott.
ANCHOR
wGTH
EA ENO OF
EA END CF
ANGLE
O v
FA SECTION
vim.
H. D
FA 4C1A1N
W.N. D
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4"
2
50'
3
38'
26'-8" 1
2
54'
1 3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
4A0NC
DEL HEAD
LOAD
MOTOR
MOTOR AXLE
SPACING
HEAD
LOAD
ANCHOR ANGLE
20'-0'
12'
8'—O'
31501
40'-50'
6'-8"
3150§
40'-50'
24'-0"
12'
8'-0'
31501
40'-50'
C-8'
31505
40'-50'
254
12'
8'-0"
31501
40'-50'
6'-8"
31501
40'-50'
26'-8'
1 12'
5-0"
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WAND ZONE 11
WIND ZONE III
FLOOR
uDL 0I1. _
ANCHOR
YIN. OTT
ANCHOR
WIDTH
EA END OF
ANGLE
EA END OF
ANGLE
v
EA SECTION
YIN. 0
FA SECTION
MIN. D
20'-0'
2
50'
2
68'
10
24'-0'
2
70'
3
50'
25'-4'
3
45'
3
60'
26'-8"
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE 64
FLOOR
WIDTH
EAVE
OVERHANG
SpACRO
DOL NFAD
ANCHOR AXLE
SPACING
HEAD
MOM
ANCHOR ANGLE
Low
LOAD
20'-0'
12'
5-4'
31501
40'-45'
4'-0"
31501
40'-50'
24'-0"
12'
5-4"
31501-
40'-50'
4'-0"
31501
40'-50'
25-4"
12"
54
31501
40'-50'
4'-0'
31501
40'-50'
26'-8"
12'
54
315DI
40'-5O' iin
milili '-0"
3150§
40'-50'
NOTES,
ENGINEER` 0 .., DAPIA APPROVAL
10.
I. SEE AD-TD-DOOI FOR ADDITIONAL REWWEMENTS.
• GVSTF'
Fo'?'
N0. APPROVED BY�
2 SEE O71 FOR MAXIMUM PIER HEIGHTS REED FOR THE Lows
= ENEB
TABUUTIED LATED AA BOVMAXIMUM
°F
INC
JACOBSEN HOMES
NOTICE.
CUMSN ..
C.L.Y.
DATE
5-30-95
REV. LETTER:
P.O.
„ P.O.
mmm, lts rlxs.ANDNAxmTAL
OEONA4 ROFJACOBS U (%W7YORTYL
❑ 14NLS ME YAHRACTWWG
D; 9REO�l y.h NR[ PRoi+un i0 HNC
DRADIG TITLE-
NORM. SPACING TABLES
HARBOR, FLORIDA
SAFETY HDNE(813) 726IDI� 695
FM ..9
PEPT �6 W �5Q w
ORAWNG NUYDEA: AD—TD-0010
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES 5 1�
ZONE 11 & III/EXP. C & D 10.
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE p WIND ZONE -IF
FLOOR OIL OTT. ANCHOR HDL Ott ANCHOR
WIDTH EA DID OF ANGLE EA DO 7 ANISE
EA
�.C•VO SECTION MIN. 0 G SECTION MIN. B
Y 15'-4' 3 45 3 35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE ID
FLOOR
WIDTH
EAVE
OVERHANG
SPACINC
WA
HAD
LOAD
ARM AV(1E
sPADRG
D W
ANCHOR AIM
6" EACH SIDE
C-10"
31501
40-41
5—r 1
LOAD
315 1
442-47
LONGITUDINAL TIE -DOWN SPACING TABLE
T
MIN.
WAND ZONE 0
W114D ZONE III
' S4�
FLOOR
LK OTT.
ANCHOR
Lmt 01T.
ANCHOR
WIDTH
EA DID Or
ANGLE
EA. DID Or
Amu
��•(�C 5
EA SECTION
MR. 6
EA SECTION
WE 0
15'-4"
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND ZONE 0
WIND ZONE 10
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DEAL HEAD
MGM ANGLE
SPACING
DEL �
ANCHOR ASAAE
6' EACH 9DE
4'-6"
3150�
42-50
4'-0"
1 31501
1 44-50
VWNDZONE ID
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. C Wit �r - 92, r,1
nuum
NO—T'T�S.'
ENO` ov Tit /'�.,�''
DAPIA APPROVAL•MW
FU
1. SEE LL wWM DENFOR ADDITIONAL REWIRMENIS
`� �PQG`. R�O�t! '%
.
2. SEE AD—m-0073 FOR MA70MAM PIER HEIGHTS REWIRED FOR THE LOADS
NO
�_
APPROVED BY
TABULATED ABOVE -
910334
•
3. MAX CAVE OVERHANG REFERS 10 OVERHANG AT SIDCWAIL NOT FRONT OR REAR.
� 5
OF ' � _
�
4. ABOVE TABLES APPLY TO I84• BOOR WIDTHS YA1H 95 H(Y
1-BEAN SPAONG. 96'
A . STATE
9 •. : �tAJilZ
�iL`"' p;•
INC.I V
NANWW SIDEWALL HEIGHT AND 5 MAIOYUM SIDE
OVERHANG IS' OVERHANG MAX EACH SIDE OF UIDT).
' ° \� .�
�� '
m[A¢.x.recnr�io�e
i°DiIA�Lr cwmAvrcua
4S
JACOBSEN
JACOBSEN HOMES
NOTI Jill
THESE
It BT:
M.T.
DATE'
2-8-99
REV. lE11ER
®
�pl P.D. BOX 368
SAFETY HARBOR. FLORIDA 34695
dNaNAL RROPWLTANT. M9 COiT(NTW,
YAIDDAIs r utDeQx YANu IGIUApD
DIG SUCH °Am°MS ARE TD ra
DRATANC TITHE:
NORM. SPACING TABLES
PHONE (727) 726-1138
Famf RA6DYs grsl [
DRAWING NLIIIBER: '
AD-TD-0072
30 51
�M IN .v-,v -wL K�L !N N'l1I�WlL IIpL RL{ Nr11rWl[ IML RA Mr11rW1( 1/Y( Rl1 I,r11rW1L IIYL Ylll
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TIE-DOTTN UTROD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
nP. FLOOR SYM
$ NOTE 5 FOR
MAIM 1ETOIf
!SET AWIAKHM AKLE ANGLE
6* Of nm o FIGURE 10. 3
11TNOZONE III
Or HOME (TT
(110 MPH)
SEE FIGURE 7.0 FOR ALIYRNAT'6 LIE -DOWN METHOD
20 PSF ROOF
10 PSF D.L.
REF. CALM L`WiAt- 9z.
Gl - 9z • (fJ
NOTES:
EN Ai,'
a .... F
� V�•.GVSTE.�! '�.
DAM APPRQVA'
1. SEE AD-TD-SPACING TARES FOR SPATARES AM NOTES
Q NO• '••, 's
APPROVED BY
2 SEE AD-M-0072 FOR WARTY a LONOTUAL RTE-DM STRAPS REQUIRED.
910334
INN
1 SEE OTHER DETAILS FOR ALOORNC (PIER) QIANTITY AND OTHERS REWREMENT
4. SEE FU . ADDENDUM FOR ADDITIONAL REOURFMENTS.
-� STATE OF (� =
INC
5. ZONE 2/01POSM V- 56• MAXIMUM Haan
•:
' 9O •'••. P
ZONE 2/01POSURE D': 56• MAX" HEIGHT
ZONE 3/OPOSM'C: 56' MAMMUM HEIGHT
/
�:,, F4C ILIA •'•v Z
• • •
ao(AarwwclumNoc
mmalalnormFwowr
ZONE 3/0POSIRE V: 55' MAXIMUM HXIHT
Af' '�/
Lox :: 4 MOL
JACOBSEN HOMES
,THEY 9DEaFrArmuss /CZ nu ARE
Y' M.T.
DATE.
3-1-99
LETTER
DRAWING TITLE:
FIGURES 10.2 AND -10.3
LlEm
P.O. BOX 358
ORAFNAL PROPRIETARY. AND COAIDNDAL
D
LS SENAK WAOFA`07.10)
YAIF9XN
„ SAFETY HARBOR, FLORIDA726-11 34695
PHONE (727) 7z6-1138
A I
.IC $LICIT Y WE= AIR R101AED 1D 7NE
TO T
�T rm rrJL FURPM AND YAT Tx
Y51 WIIIwIRIL AR0 srrnEN ma on47ra
DRAWVIG WANDER
AD-TD-0073
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
I. FRAME IIE-DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2 VERTICAL TIE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS
1 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOWNS WHDI A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. Will ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S)• A STABILIZER PLATE MUST 6E :NSTAk:M
IN ACCORDANCE VAIN THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPUED BY JACOBSEN HOMES (TO BE SL%tED 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
INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO MELD BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EWIPMENT EXPOSED TO THE WEAIHER SHAH BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SOUARE FOOT OF STEEL
B. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXMUM SIDEWAIL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL DES 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.
1O FRAME LIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME Off THE TOP FLANGE OF THE I -BEAT WITH AN APPROVED BUCKLE OR LOOP.
IT. ANDICRS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO INEJR RESISTANCE BASED ON III INSTALLED ANGLE OF
IHE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WIOCH THE ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST It ABOVE THE WATER
TABLE
11 GROUND ANDIORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SIDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST MESS
SPECIFIED FORCES IN ACCORDANCE WTH TESTING PROCEDURES IN ASTM STANDARD SPEORCARON D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
I5. 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 LONGTUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE MAN TWO LONGITUDINAL TIE -DOWNS ARE REWRED (SEE APPROPRIATE SPAONG TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO K CROSS -MEMBER
TO VHCH IT IS ATTACHED (SEE NOTE 16) IF REOUIRED 70 MISS PIER LOCATIONS OR 010 OBSTRUCTIONS).
18. All FIGURES (DETAILS) SHOWN IN TINS SECTION ARE IYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE RE(X O NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REWIRED.
19. SEE OTHER DETAILS IN DIE SET-UP MANUAL AND ADDENDUM FOR BLOCK14 REQUARENTS. ALL BLODC:NG DETAILS
CONTAINED 1WINN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES: EXGINEFA`'eE40iX rrapTIARA APPROVAL
DO
�O:•�G\STEgF ;tc�, ROVED BY /h,,,,,
THESE NOTES AND DETAIIS ARE APPLICABLE Q N0. 0 %
FOR WIND ZONE II AND/OR WIND ZONE III. THEY = r ENE970357I .UN 1 510
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = ,� INC
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH. - TAT}a
NOTICE LL,L(r(r �� DATE: REV. LETTER
JACOBSEN HOMES NINNIl1"T' C.L.Y. 5-19-95
THESE SPEOONAl10R5 ARD DR.LMRLT ARE
■ UATMAI DOFJA R911 M NWAMnu GIAMNO nnE: TD-GENERAL NOTES
P.O. BOX FLORIDA
YAiD 04 AI,A S PX PRW=CT0 W
SAFETY a MT YAIE rm =ARE PR➢NOm 10 IM
PHONE(813) 705-1138 95 put
�wrm m pRAMNG MIYSR AO-TD-0001
52
29
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILINGFLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
TYPICAL FIELD INSTALLED RAFTER
SHINGLES OVERLAPPING THE
ROOF FLASHING.
105' X 1' MINIMUM ROOFING NAILS
OR .113' X 1- MINIMUM NAILS MAY
OP71ONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BY SECURING
FASTENING FLASHING TO ROOF.
THE SINGLE TO THE FLANGE AREA KITH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND 70P OF FLANGE
UNDER SHINGLES. WITH BOT70M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
SOLE SUPPLIED
SOLAR TUBE MAN.
_
NOTM:
DARA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. I' X 1- X 16 GA.
AF
PROVED BY
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
SUN i m
INC.
FEOE
AL MANUFACTURED HOME
CON
RUCTION AND SA'EIY STANDARDS
JACOBSEN HOMES
NDn`E
,N<s g4p1CATo A O BRAUNM ARE
DI BT:
M.T.
DATE
02-04-04
IV. LETTER:
ONNIIL MVKMIM AND CWWff0L
6GIIING TITLE
P.O. BOX 368
YATOBMS Or A%COiSDI M NXACTOME
„� �, wTLRas AH FROM ToiK
TYP. FLASHING INSTALLATION
—
SAFETY HARBOR. FLORIDA 34595
Novi FILAR SRAE FIIO6T5 N M l C
I DRAWING NUMMR:
PHONE (813) 726-I138
KM aNVE"4 AM sr "MBRaa
soar
AD-PR-7009
-
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
11'
ZONE H& III/EXP. C& D 11 o T
LONGITUDINAL TIE -DOWN SPACING TABLE
a (�T
UK
WXD ZONE Y
WOAD ZONE
FLOOR
IN. 0T1:
mom
wt. GiT.
ANDIOR
W�1H -
EA END OF.
ANTE
-EA: ENO OF
ANDE
O
EA SOCAON
W. D
FA SECIIDI
WK B
4T
3
61'
I3'-4'
2
54'
3
41'
15-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
NH(.
MAX.
WIND ZONE 1
VAND ZONE 0
R
W OTHH
EAVE
OVERHANG
SPACING
In
Rout RIDE
SPACING�LOADD
WA
ANCHOR ANGLE
12'-0'
it
5-0'
31501
40•
4'-0•
31501
39'
13'-4'
1Y
5'-0'
31501
41'
4'4
30DOI
40'
15-4'
12'
64'
31501
43'
4'-T
30MI
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
a�
UK
WHO ZONE 1
WHO ZONE 11
FLOOR
Ill QTY.
man
W M.
ANCHOR
tYY•
` S�r
YNDRI
EA ENO OF
ANDE
EIL END OF
ANDS
�U
O
EA gGDDx
ut L
EA
rl e
12'-0'
4
45'
4
60'
IS 4'
3
45'
3
60'
154
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
UK
MAX.
WwD ZONE 1
WHO ZONE e
FLOOR
WOTH
OVEERRHANG
SPANK
In
MOM ANDS
SPAOIG
Lm
AI m ME
31501
40'
s—f
30001
Nr
13'-4'
12'
C-0'
3001
41'
3'-0'
my
3T
15-4'
12'
4'-0'
300#
43'
S-0
3000f
41'
L ' `m� 1-6 0 . cq fz,5, c- sl/ - %( AL
ENGINEER At"fts EN..,, REF. CANS C- u- 1 i.O -
I. aFFSET SECTIONWIN THEYAACE LINE WALL F3DFNONG IETnID BE ENITIALL of
THE AD,UCENE SECTION MUST NE TIED DOIN AT THE MARFNAfE NNE N ACCMANCE
•�C�.C+'•�O(;O lima' /7r Q
• fy�TIFlC,9r 'ffMtD
�.• :�y' BY
MLt RE TABLES ABOTE. TIE SDEMNL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE TO DOWN N ACCORDANCE"THE N=AL SPACING TARS (SEE AD-TD-0010
JUN
FOR If-T ! IS-4' MOES, AND AD-M-0070 FOR 15-4' WES}
2 SEE AD-ID-0001 FOR AIDOOHN. REDARDENIS.
INC.
3 WE AD-iD-0011 FOR YAM M MIGHT REQUIRED FOR THE LOADS TABULATED
. Q .•
'••:20RIVI 0,(4Q.•?
AM
IMIIIUACRNT®NDAE
JACOBSEN HOMES
TIESESPEfi1A BRA
:.'.rll'+%%A•T•
um,6-8-04
e.g. BOX 368
OMM. PRWMAW., Ato
M uTm,,,�W
DMING TI➢E
OFFSET SPAQNG TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
EIG
EMW FOR S M PIS
N[W ODIEBI9AL ND 9FOE1
DRAIM MUM
AD-T[)-O=
28
53,
vs
-ad-Qd
VAN mm Iva oN T9 omm 10
sci t-9u (fie) 3N0Nd
7L#IaN 0♦wVLG
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WflGNHGCIV
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A)
SITE INSTALLED CENI
,SECTION OF ROOF
SIZE INSTALLED VENT
�— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
`FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT
FAN. SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
ADDENDUM
Sit INSTALLED ALTERNATE 'OFFSET UNIT TIE- DOWN SYSTEM
PL MBING VENT PIPE
(EXTEND 3• ABOVE ROOF)
(SEE DETAIL 'B')
TYPICAL SIDE ELEVATION (W/ OTFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP ��
(OR SOLAR CAP)�l�
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4— 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
ROLE CUT W1 ROOF DEDI4G
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5, SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH
APPROVED GLUE
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
JACOBSEN HOMES N0710E DRAWN
THESE 3FCEFATWX6: AND ORATW6 ARE
rrmORIKAL. PRWKIAW. AND COlflDA Ift DRAW
IN P.O. Box 368 Nc � R„� ,� �Kr� �
SAFETY HARBOR. FLORIDA 34695 ISOPOII rI SROIC RAPVIS NO mi LE OR
PHONE (727) 726-1138 1®I CO/101114 AHD SEMI AROI DOERS
--VENT PIPE
(SITE INSTALLED)
(SITE INSTALLED)
0 VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
BY
JUN to
INC.
)HOME
TY STANDARDS
PIE
I
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES-
I- SEE AD-TD-CORD FOR SPACING TABLES (OFFSET SECTION ONLY
L SEE AD-TD-0030 FOR OUANITY OF LONOIUDIAL TIE -DOWN STRAPS REOURED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOOREMENTS
4. SEE AD-70-0001 FOR ADDITIONAL REOUIREYENTS.
AD-70-OD10
:•P,7 No. `o'••
910334
* vee
A STATE OF
DATE' REV. LETTER: NOTICE:
R.R. 01-23-04 JACOBSEN HOMES THESE SPEOUXATOIS ATD IRAMCS UE
00CN1L PpOPREURY. M cOMWTA
P.O. BOX 368 MATEAIµS OF 4"SEX NIINFACRAOIC
IHL SIKH YAMTANS ARE P MOOD TO THE
ED ROOF EXTENDED VENTS SAFETY HARBOR. FLORIDA 34695 RCADR raw SRO1c W aDm AND HAm R
AD -PR -TOOT PHONE (727) 726-1136 AEH COROXWt AND SEM IW DOM
B AD-TO.ODID TARE
SEE GgCLS', dG,`�
SECTION
M r I' 1
II .lC.
FASTDAE9 HOME
AND SAFE IY STA':DARn,S
R.R. 1 _ 5-9-01
FIG.12.0
`� AD-TD-0082
26
55
ADDENDUM's
108" HIGH SMEWALL TIE —DOWN SPA ING TABLES $
5 0 ��
0
ZONE II & III/EXP. C &
LONGIT INAL TIE —DOWN SPACING TABLE
MR
00 ZONE 1
WHO ZONE I
.(�
FLOOR
IK Ott
MM
MR OTY.
man
S jQ NV,
VADTM
END w
mu
EA END OF
MILE
s=caa
Male
EA gcooM
UK
2G-8'
1 3
42'
3
53•
JO-8'
3
57
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
SPACING TABLE
MN.
MAX.
WIND ZONE 1
WND ZONE II
SPACING
�
mw ARM
SPACING
�
Ron mu
FLOWIDTH
WIT
FAYE OVERHANGOVERHANG
26'-8'
6'
6'-8'
31501
40•-50•
5'-4'
31500.
40' 50
30'-8'
6'
6'-8'
31501
40'--50'
5'-4'
3150/
40'-50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
L
MN.
WIND ZONE 1
WMD ZONE III
FLOOR
V.
OD ON
ALOE
Alm
A. 01Y.
EA OD ON
ANGLE
ANGLE
S
WIDTH
sECna
nl
sE>:na
MIL e
�t
Q v
•
EA
26'-8'
4
1'
4
57
30 -8'
4
51'
4
70-
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
UK
MAX,
YAND ZONE 1
VdND ZONE 0
�'
I=
AN0101 Al"
SPFDIG
BEL
I=
AMODR ANGLE
%wIH26'-8'
OVERHANG
6.
5'-4'
3150/ I
40'-5(r '
4'4
31501
40'-45'
30'-8'
6'
5'-4-
3150/ 1
40'-50'
4'-0'
31501
40' 45'
WINDZONE III(110
MPH)
20 PSF ROOF
TO PSF ILL
REF. CALMC ((_ I�i l — to, 2 3
.G
NOTES:
•� � ,._.�i
)OG�pLT FICq.-y
DMN A DROOL
o
APPROVED BY
L SEE NRi AmEnNr F� Aoanalx REQUIREMENTS.�.
Na 0045484
2. SEE AD-TO-M FOR MAMMUM PIER NEIGNIS REARED FOR THE LOADS
tAEAAAIFD ABOVE
.;:..
ING,
�.,•
�'•� TFREDENG�
IXNSTRUCEIONANDSAFETY SEN70AfiU5
f+44A .r`'
JUL 2 7 2004
JACOBSEN HOMES
NO17NE
IelE4 S. AID 6UNMS ARE
DRAWL BY: -
M.T.
DATE-
07-20-04
REV. LETTER
DRANK TITLE-
108' HGH SIDEWALL SPAQNG TABLES
P.O. Sax 30
abvlr4 moItE1AWC AND ooNeEI11NAL
PRW UM
MAmus Oi &oam MAMMOTH!
DRATING MNII M
AD-TD-0083
SAFETY HARBOR, RORIDA 31695
PHONEp27) 726-1138
R60O WI 9MM NNM NO VXW t
PVT (1mmiUL NE smn DEN own
-
ROOF VENTING
/ MARRIAGE WALLS
M. 100 SO K CUTOUTS TOR
,ptAATDe Of ROOF SECTOR t_r
L_ (SEE OUAT FOR REOIARIMENIS)
100 SQ. IN. CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
(160r) 2 SECTION LENGTH
Cumn NOISY
0 TO W-C
1
IT-6' To 3f-T
2
31-3' To Aw-w
3
-10' TO 6 -6
4
62,499 -0
5
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
LOW VENT LOIN VENT
-50 S0. IN, VENTS REQUIRED
3 HIGH LENT IN CITE INSTAI314D TRUSS SECTION
O 4-11
W — — —
\ (_Y
`CENTER LINE of CENTER SECTION
IND7 x mm eDCM
MDI llllt
lA mR
b 11'-T
No[
"oa
]t- b •-
1
AD"
•i- b i
2
I L LQ
f7wb
]
2 FA
�1 NAAOI D OhP11"L �N6
LJ
�-,I� TIP. 50 S0. K ROOf VEN75 •-�
LOW VENT (SM CHART FOR REOUREMENTS) LOW VEIN
i MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
s
2
W
E
4
ROVED BY
JUN 10 2831
INC.
O ROME
JACOBSEN HOMES N07Cm DRwW eT. �� IEV LLIEIO
AB PTOMATONs AM MA"A"S A,c R.R. O1-22-04
paW.L IWO.RCTARV. AND LorOpT K MAIM TITLE:
_ P.o. Box 368 NAme"] ar A"coe" N""`A %wc ROOF VENTING
SAFET' NARBDIL 36a 34695 NIL SVCN mmM6 AK m vm 10 K
lWW IWI SWX IOSW1a NO ■6T K DRAT"" MWk
PHONE (727) 726-1138 m2 COOMI"Nbs lRm own AD-PR-7006
56
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
SITE INSTALLED CENTER
SECTION OF ROOF
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J /
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE —DOWN SIACNGS
MAE PER !lfio-0010 TARE HER AD-10-0010 DIRE RF AD-hmlo TARE PER
FIGURE 10.0
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TIP. ROO SYMl 7 TIP.
AIIOIOH NIOE AIM
FIGURE 10.1
NOTES: _.._ N TES. a
APPROVED BY 1. SEE AD-111--= FOR SPACNG TAM PTIF
Revised 2 SEE AD-7o-0003 FOR INANITY OF LONGHI K TIE-DOGN STRAPS REODIRM r
O't� 25ONi (P
2007 1 SEE OTHER DETAILS FOR BLOOER) ODANTITY AHD IDEA REODF AEATS.
N A I I V � ., I` SE RAY. ADDOM FOR AOOEIIMAL RECORDI MIS QQ
S ZONE 2/DP6AIRE'N: 36' MAMMW HEIGHT
FEDERAL MION NID S ED N 0 ZOE 2/0P09RE V: ,(f VAN HEIGHT •�
CONSTRNCTIDNAND SAFELY STANDARDS � � ••.AOFI ZOE J/DPmEE 'V: 3I' MAMMEI HIGHT ♦♦ C,.
ZONE
J/EIPIIMIFE V., 3Y MAIDIRM HEIGHT ♦ S
NOTICE DRAM BY: DATE: REV. LETTER: S ALL SPBi1G7105 ARE BA4D OI 20' ROOF AHHZE MAIf_ ♦♦�♦ �CRED
❑ ❑ JACOBSEN HOMES TNIMSKOICATIMAND WMII.SARE O.A. 10-24-07
D"""MALSOF dE"'"' UNIXIF1MTID'L pRA1MNG 77E JACOBSEN HOMES ' TIM WLV> NT WAMMART
„ WIFAIRS OF FLAYS 4N YANIfA TO M
P.O. BOX FLORIDA
De ID4 R SFEOX AT: ITtovANfl m BE SITE INSTALLED PITCHED ROOF VENTS KORGICALATIam EYOF aCOSt Mo ACRA ,a pRA
SAFETY HARBOR, 726-11 34695 KEPT O ILO SIAL A EMT ND Ybl ff IMAATNC NIIMBOZ w71M R ♦I ARE MAMi 10 ft
P.O. f10I ]6s
❑❑ PHONE (n7) 726-1139 KEPT toNITTA111W AM ffOET IAfY IDEAS AD-PR-7QQ5 It FLORIDA 34693 m wfumm ms ONO 10 TIE
SAFETY ONE (7M 725-1135 I a mrm m sm M o mkHEN DRA
24 67
SSE W EHOS
YMi1M 0
P80Tf
WIOZONE ■
(110 MPH)
20 PSF ROOF
10 P5F D.L
APPROVED BY
M.T. I — _ 07-20-04
'FIGURES 10.0 AND 10.1
R AD—TD-0084
INC.
HOME
ADDENDUM
LOB" HIGH SIDEWALL TIE -DOWN SPACING TABLES
. ZONE II & III/EXP.. C k D
LONGITUDINAL TIE -DOWN SPACING TABLE
� [+'
NIR WIND ZONE I BIND ZONE II
FLOOR ' !m!. tltt woe Nt att xatw
27-4" 2
58• 3
4Y
6T J
45'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING
-TABLE
MIN.
MAX
- Sti11R) ZONE 1
WIND IONS 8
BOOR
TROTH
FAME
WET9UING
swarti
wage AXaE
�AOxG
W_ IEIo
AROa! AXaE
LOAD
23'-4"
6,.
6'-8'
J150/
49'
31501
45'
24'-0'
6'
S-6'.
3150
49'
5'=4'
31
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
i�
MIN.
TAtrO IGNE
1
RIND ZONE DI
FLOOR
WL M
AMM
!ex Gtt
wame
�+� v
WIDTH
is ao Or
uME
a oo OF
laaa
G sL'flOi
Y6 i
G sCOOI
Y9L G
27-4'
J
48'
4
4r
fro
24'-0'
3
SQ
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
1CN.
MAY
WHO ZONE 1
WIND LONE 10
FLOOR
WIDTH
EAIE
OYERIANG
9ADaC
�• N;/0
lbw
AIRTGR Mu
�ADIc
�" FUD
Mum IwOE
1010
27-4'
6'
S'-4'
31
Cr
4-4J1
43'
24'-0"
6'
5-4"
3150/
4T
4'-0'
3150
4r
108' MAX SRX:IYALL HENiiT NViDZONE II/lu
' (110 YPN)
i 20 PSF ROOF
- 10 PSF Dt
W. OLLCS
NOTES:
�
O�'✓��
DAM APPRovAt:
I. SEE FULL ADOFNOW FOR A90I➢OwL REOJNlYDITi ±
>O G��'(iFl�A
y
APPROVED BY -
3. SEE AD-M-OON FDt YMWY PIER NDODS XCOJSdED FOR THE LO �
TABUJITEDBO�£AA!S-AT>:(WZA71DNC.
�'• a t �
ea2006
. •
�OR10r:%•t14���'
mxnxunw�s.rnrnano,wos
'Lo�RF
JACOBSEN HOMES
NOIICh` tCllOAIE•
11E25PiO11tl7016AIyMOM APE
R.R.
11-28-06
RLY. IFi1Dt
purxcnnE
108' HIGH 5lDEWALL SPACING TABLES
� P.M BOX ]ae
owmiu.>+arnrmwoOas¢Xu
wTONLLS OF A1COiX YAMVIACNxMC
ue m x
SAFETY HMBOR, FLORIDA 34695
am+OrtMamre nwvis ro Y6rR
GRA}xIC MAIBDt AD-TD-0085'•
ON SITE PITCHED ROOF DECKING INSTALLATION
_rw Orvr Lllwmlr
16' MN.
16' ON CENTER
UtU(1N1:
OFFSET
-
- — - TRIPLE WIDE CENTER SECTION PEAK
SITE INSTALLED DECKING ON PITCHED NO BLOCKING RETAIIRED
TRUSS SECTIOOUTSDE Nk �RFIIAMDER FULL OF AT CONTINUOUAL S
(OR EQUAL)
XINDZONE W
ALL EXPOSURES
(110 IHI)
ZO PSF ROOF
10 PSF O.L
NOTES: nnr„n, Irrnurw uirw w.,..K:
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 t%t� iievisedON
SPAN RATED) DECKING (EQUAL OR BETTER). .IOFITI oet 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE �` �i1C�,�iL• ail�l;�, liiC.
JACOBSEN HOMES
711LSEYEOiMATLWS�Ai�OBnl116Afd
OxnXnur
O.A.
wie
10-24-07
oaldlu• PpWlOEfNx'. AND minXo.
wT00M5 6 UC�M YAMFACIIfaXi
ORAB0IG ltT{E:
P.O. BOX 368
!R: sn+ wTaa,Ys ARE � >o nE
ON SITE RTCHED ROOF DECKING INST.
SAPEPTMIIOHE""R�27� ��-01;78 95
ORAiiG xIR�
�mlc�Onw�w � x m m"s'ia`n
AD-PR-7004
58 23
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKFA
19- O.C. MAX. BETWEEN OURDOKERS
2 X 6 OVERHANG FASCIA
THIS TRUSS 1040 ON SIZE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.c
48'
2 X 6 OUTLOOKER
19' O.C. MAIL BETWEEN QUTLOOKERS
ALL OUTL0005 SHOWN ARE 2 x 6 SPF 13 FIAT
-2 X 1 HAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
LIN. (3) .131' X 3• NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/LON..1310 X 3'
NAILS OR MN. 7/16- X 2 1/2
X 15 GA STAPLES 16' O.C.
MAX1MlM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOCKER \-- 2 X 6 OVERHANG FASCIA
W/iftEND ZONE ASSEMBLY
STAPLES
OR MR (X 2 1/2' X 15 GA. SHIPPED ASSEMBLED FOR SITE INSTALLATION NOTE:
TO BE SECURED TO EACJI
STAPLES OR M81 (3) .131' X- 3' NAGS MISS OF THE DODO WM LOUTED
(TYPICAL AT ALL CENTER BRACES) LN X DTDZOE PER FASIM CHART.
TRUSS MAY E
ON EITHER SIDE
NDS01
ONLY
OF
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36' 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-70OZ
TYP. OUTLOOKER FASTENING:
FASTENERS
GUAM.
PEIE7R Tm
.131 PD NAIL
5
1 1/Y
15 GA. STAPLE
8
P
/8 SCREW
2
1' (INCL TIP)
OUT DO1R FASIDERS MAY BE IMAM NANDZONE 111
FROI 70P ONIDI DDFN F PEIEIRA7IOT ALL EXPOSURI
B MANTAINIA - (110 MPH) _
C-RC-197.01-197.02
r i�%eag',
John C. Doeden, RL.
K2 Engineering; Inc.
PSF
PSF
APPROVED BY
NrpFeh05,2008
NC.
FEDERAL W AMRED HOME
CONSTRICTION AND SAFETY STANDARDS
JACOBSEN HOMES
DEWS 9EUMIIMAM ORMf6AFS
DUETN MT:
o.a
MAIL'
1-2s-oB•
He7.rA11Ex
E
DRAIANO 1111E
P.O. Box 368
uAAIERWS OF 11
Re 9" MATERIALS ra � � TD �
DID ZONE RAFTER/OVERHUNG ASSEMBLY
SAFETY HARBOR. FLORIDA 34695
RMMl FOIS=FWFWmlANDMBIS
DRAIRFGNUBFR
PHONE (727) 726-1138
WT MDENDAI AO WOTETFRO1 OUR,
AD-PR-7DD3
TYPICAL SIDE ELEVATION .
SLOWING TIE -DOWN SPAOO.
TYPICAL CROSS SECTION
. SHOWING TIEDOYNS
. ADDENDUM
TIE -DOWN SYSTEM-
FIGURE 10.0*
TIP. Rom Sim »P. ON6i•1
OMSIS
Am AIRS O APAOED Summ —
16 m"AGd WENT LOLL
FIGURE 10.1
7
SIX AOI 5 r0+
DAWN H1D1T
1NNDZOIE 9/11
(110 MPH)
1 20 P7 ROOF
10 PSF D.L.
1. SEE AD -ID -ODES FOE WAONB TAMES ` jO: `�Z1fI -,I i�i•, APPROVED BY
L SEE AD-ID-M FOR aA ITY OF LO C07OLL E-OOHN STRAPS RECEIVED.
J. SEE DINER DETAILS FOR BLOOM (PER) QumnTT AND OTHER REDUOIEYOFiS. (`1.J, cii
A. SEE FULL AODFNOW FOR ADODONAL REOME NS : • : De:O 13,9006
S WE 2/DF0W 1CT N' NOM HOGHT ! . .
201E2/OFSK :2SNmAM1DpxT 1. { . O-(: . INC.
ZOE 3/DPOSIME Y: 4A• *AX M ROGHT •n - j �. FE6EAAL MAIAiACRxA!DrbME
ZONE 3/DA'OSIAO: b: 3Y MAMW HMO 'n'. Fi(:PCO�:,,(-� mra7Mla,oN ANO SNAn STAImE1m5
5. ALL ncgos ARE BASED ON 20r ROO' AW01 MAX AMC 108 MAX +WALL HOWLIJVj4�n O......
JACOBSEN HOMES � > M fv W R'R' ""` 11-28-06 �-
�, �1 r DRAW
U 'FG ° FIGURES TOO AND 10.1
P.O. BOX 368 t an MAmm Me FIIMOID DF 1K
SAFETY HARBOR. FLORA 34693 mml Nof NAr®AM, M6I A[ DRANK MDA3R
PHONE (727) 726-1136 .vrC r IuA"2=0RPIO.ma AD-1D-0086
_: 1
22
59
ADDENDUM
(108 AIVI�DE LIP $t�
OR AL TIHE 1I & —DOWN
NORMALz
I NOWEXP.IN & DABS
4
LONOITUDINAL TIE —DOWN SPACING TABLE
►Iik•
0 zalf R
1 ZONE m
FLOOR
1%TM
'a,a'
u
.
4k e
GTc
u Qcxdt
4k W.
IT-0'
2
5S
3
40'
3
37
3
46'
15-4'
3
45'
4
40'
VORTICAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLE
Ilmi.
FLOOR
j)1UTH
VIAX
EAYE
OVMANG
D ZONE 0
W ZOhE Al
VPu
IE mT
MpaA A1AXE•
SPADNc
y
'
12'-0'
6' EACH SIDE
5'-4'
72'
35' TO a
5-4' .
J8'
45
Is-4'
6' EACH SUE
5'4
60'
S' TO Or
5-41'
42'
4F
154
6' EACH SUE
5-4'
60`
40'
54
46'
4S
p�
LOWITUDINAL TIE —DOWN SPACING TABLE
I)Ih•
ZONE R
TONE 11
FLOOR
IOC
Vk GTY.
[A s<
AM
g o
Vh GTX
a sEECCRON
go
12'-0'
3
44'
4
40'
IS-4'
3
52'
4
45'
15-4'
4
44'
4
56'
VORTICAL TIE —DOWN / FRAME TIE —DOWN
OPACINU TABLE
ItN
�1DTH
IJAx
OVMANG
No ZONE 1
TONE M
EPA*
yHMT
A AN,
4Hm
AIIOM 0011#
12'-O'
6 EACH SM
4'-0'
12'
37'
4•-0'
34'
40' TO 45'
IS-4'
6 EACH SUE
4'-0'
72'
4W
4'-0'
36'
4(F 10 45'
154
v EACH SDE
4'4
OT
40'
4'-0'
42'
40' 10 45'
• NOTE: WHEN ANCHOR ANGLE FRO!/ VERTICAL CANNOT BED
ACHIEVED, ADD APPROVED STAERLIZER PLATE, a 6ir• :,
SEE NOTE #5 FOR HOLIES SET IN FLORIDA i<«' jr
N01w,
u'Y1.
1. SPE na ADC"uV FOR ADDInow REGUIDJfE}11S
aTel DA57Dd1 MUM )aR atic LOAD ar ;150A AND DucaNAL TIE TO
TE BEAM.
3 VAX EAVE OVEEOIANG RUM TO OVER HA, AT SDE#ALL NOT IRONT OR REAR
p
4. AB TABEFS APPLY 10 IN' 1606. ANO 184' BOOR #uims 95 If/
TMD /•
i SPAfiyC, I®' LIA011uti SOE�'ALL ly011 AND 6' 4A7W W WE
OVERHANG (6' OMHOG Mh EACH SIDE OF 00t),
s. STAROER PLATES ARE REWIRED ON SDE*ALL ANCHORS AND LOHCTUMAL
ANDM SET 01 FLO DA. SEE 0WV ROLE 15C ERECTIW PARCH a 1999.
EH • A;... Z yo +,
�+A�' G` •_ �; �;:1/'y
.. •, y.•` A)::.,'✓
t
-
•1��`:= ' �• -
a .r} '•• �� ' - :� •"
�i �`�,'•• ^FGRfv4;: ;�•
�i�, �un�lr .....• rLiy.-�,�`�
CAM APPROVAL -
APPROVED BY
APPROVED
Ow
ON 25,2008
II VC.
�oew.. wu.avu to none
mIISIRYCIPRL105lHIYSTWOPI.S
JACOWEN HOMES
P.O.TA
BOA 369
® SAFETY HAROCR, rLCRIDA 34695
PHONE 71 726-1138
i
xormc*
DTI�M1SPEOFIICAbOSWNDD=AKK
yATwM6NA6F 41GoexH 4WACDA$LG
910H tlnks MPIRIU aOyp K
an WFQNRM AI ' QAOS�
M L
D.I.T.
DAff:
Lz-11—o7
REV LETIM
ORA c nnE NORV SPAGNG TABLES
W (G
AD-iD-0087
ROOF- TO ROOF ATTACHMENT
SECURE STE INSTALLED ROOF DECKING SITE INSTALLED 7/16- YIN. ROOF
WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16- X 1 1/2-
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' O.C. UAI. TO
EACH 16' O.C. RAPIER. EACH 16' 4C. RAFTER.
SEE DETAIL 'A' /" SEE NOjjl�
It' YIN. 91E INSTALLED DECgNC OIiERLAP /f/
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TO
ALIGN WITH FACTORT INSTAL:ED
IL RAFTER BELOW.
SEE NOTE 12
ZE N07E 04BEAMS A I 18' MIN.
DECKING WX
CROSS-SECTION
REF. PG. RC-07-0044
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NDS01 Ru' CAGE C-FS3 - 85.01
NOTES- DKHM APPROVAL•
L SECURE EACH 160 O.C. RAFTER TO RAIL BELOW WITH
2-j10 X 4 1/2' SCREWS AT EACH RAFTER END. STE
NSTALLm PITCHED RAFTER TO ALIGN W17H FACTORY NSTALLED
RAFTER.
(Fa SCREW TO HA%E 1 1/4' PERETRAMON YIN.)
2 j10 XC4 1/7 KATE BENS RAFTER
MAIL SPACOR ING, ) N1Tx b
3. SEE AD-FA-DO20 FOR GAP TREATMENT BETV&EN SECTIONS. John C. Peden, P.C.
K2 EnginwrkV, Inc.
P5F
PSF
APPROVED BY
Jun 09,20061
rrM JACOBSEN HOMES
P.O. Box 360
SARPH�
NOflCC
cmm oo"_ uAoaAo w.s�arc
.+a,�a...o,c...,..0 4W,OO,IL
mwms 6 A ml4A H4MFCNOC
MG 2= "lulms APE iRWAU A THE
HAAiN mT:
O.A
DATE
06-02-06
IDY. LETTER
/�
A
OM nna
ROOF TO ROOF ATTACHMENT
Limu ((727J 7ORD;�695
� Ki+��F 11IM7K
MAMiO NAHR
AD-PR-7007
60
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 I_ VENTS SEE AD-PR-7007 & 7009.
MAX ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF RTCHED
RAFTER TO TRIPLE WIDE SEE / ` ` ` FOR ROOFING DETAILS SEE
AD-PR-7002 ` SEE AD-PR-7008
SHIP THIS SEC LOOSE
t (SITE I!TALLEDL
FOR OVERHANGS
E AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED � FOR ROOF VENTING BOTH FACTORY
POLYNNYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7005
ON STE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI kL TRIPLE WIDE HOME
REF. PG.IW-07-0011 WITF .;ITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
APPROVED BY
NIARevised
Oct 2-9,2007
INC.
LEDERAL RAJIUFACNRfD HDL1E
CDNSTTa1CfIDN AND SAFETY STANDARDS
JACOBSEN HOMES
P.O.
NOT10Ek
DESE9iDi1CwsAnD1aF1RATE
MWAL PROPRETARY, AM OONIDDITIAL
MATERIALS
OF JACOM NORI
DRAWN BY:
O.A.
BATE
10-24-07
REV. LETTER:
D
DRAWING RUE:
ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR,N. FLORIDAIALS
34696
W- SO YAOD=ARE PRMM TV TKO
KEOVDO FOR SI M NwOgS AND MIST BE
L�
DRAWING NUU8ER:
PHONE (727) 726-1138
KEPT CNOD,DAL AND SECRET FRw 01ma
AD-PR-7001
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
T%O PER SNEANYIAILS
(ALL
OC_D IeiAmo sfw110Ys)
�15M NOTE I SZC NOTE
QSEE
NOTES I AND 1
PNA PtOb
INS LOCATION
FIGURE 8.0
OOP.a WIRY PC
IRAC a 111Po
m(atMl NN "MAILS
BFOOMQ Kwpm
vmr NOK T SEE NOTE i«
QQ
Na NM I ARID 3. Q
7NSS W T�dN
7Nss tw& I
THIS LOCATION
FIGURE
8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL °LF VALUES.
NOTES-
1. X-OMSS RL0 M I1 VEX ARUX TX Nmmil WAY
W LOFARM DI �� PPROVED BY
UM OE 0[ M" s+Ea1 AOotE TNT
qOW ASG4a TO w RATm 101 b IA.IDNK IO0 OF aYw M30 MSO4 LOEa •�„ .: %rY.rj 4y
(sc 011 oom 110-MOAL NOMQ Ea Nuns aE MiM um nmxuuxE�I ;e�G�Ro Fa _� EB 10 20M
L IHIHT. A AT (ACM DO OF THE 2C*"L LOTS rrq UQ AAOK pf. Atg . R
LAKOI Tttgllvm AT ptAl De m Aysn IICGIaALTS OF }E awn sNUP heaaaheNra l p 910334 •1 * F�
A * 0 SHEAR M TS LOCATED RDgC A SOLO Nf►M MIL lWa CNCn_NEM Eq No � i VipliNC.
MANUFACTURED HONE
w AM L apt AH aEo NEa (.EL 9ItlA.Yi mfriJUTIO q Au II7f3 : ,o , $�AT� �7 : LTIONAND SAFETYSTANDARDS
JACOBSEN HOMES
P.O.Limpu 1sw Sae
NOTTCC -`h. V S
w�>F�iEKE1�A•a�.AI
DWwK.I• E'fD'4iAtY
ra7wYlc v JAOw1DK
� J� RAIG �
..� R.R. 02-01-00
S�W TIE�P(ER REQ.
ICY. LETTEJt
I""�
B
S+ HARCIO&
� W0110.1�K! �
M ALORIOA ]lees
PHONE (727) 720-1138
�10F114 9toi NWmK; W rn0.a
Is3'TOOOSYFI4 Ap lOrldl NLtll COa['
T%NASa1G 1A.LIEt7E: ,
AD�TL7�T�
20
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE —SECTION TIE —DOWNS /
cau4c MAY BE FIAT OR SLOPED
NOTES: z 1G
1. DROLM A40M5 10 BE RATED FOR AN IXTUATE LORD OF 51251 (3150 OESIOI LOAO]
(SEE At-T -Ml (ID-6.IERAL DIES) FOR ROTES ON (ROM ANCHOR NSEALTAOQL)
L NS7ALL A PER AT EACH ENO OF THE 9"KALL ,DISTS (PER THE ABOLE DETAILS).
3. *CK S EARWA,L 15 L=TED AB= A Sl1A I[AOCR (NLL MIEAR OIOSS-YDSEP) 1A0
TE-0OPJT SMAPS.OR PIERS ARC REOURFD (AIL SNFARRALL IDNFICSATIO:S ALL ZMES
AND ALL DPORFES).
A. TE-DDTr.N STRAP REOUMM AT EACH END OF JOISTS ALL DD,_ 0 CONFTOJRAIIONS.
5. CEILING- S40W4 FLAT -OPTJ CATHEDRAL OR SLOPED CELINO UAY BE U9D. "
6. RILL RTD7H SHEARRALIS ARE SHOWN IN THE DETAL•ABOVE, HOWEVER ANY LENGTH
OR CCM GURA71M SHEARNALL MAY BE USED.
END VIEW
350 PLP MAXIMUM SHEARNALL
DESMN VALUE (PER WALL)
1 1/4" R .035" Ff--,- M STRAP
CONnYUCJS ARCJ%'D MSM
NOTICE-
J ACO BS EN HOMES 'nEY 4EOFDADO6 n
A,o dIACbE Gs AWNOSM m
ORi4�1/.y MTRITART,
P.O. BOX 368 YAITR.ALS OF Jh= M YAINFACWR\O
RTC SUCH WIMA S ARE "MD M THE
SAFETY HARBOR, FLORIDA SL695 HEW01 HA SFEOM RPJN195 AND TAH51 TE
REV PHOVE (813) 726-1136 HEPI W ENRAL RD %=T 1BOT ODERS
DE VIEW
D .OW TIE -DOWN STRAP
JOUS ARtYRD =I&
FaPPROVED BY
V
�1
1 C.
RDFIYI�MiMt::-
C. a•J�y.t
+aa
AD—TO-0110
NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET—UP -CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILINGS) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
M*Va
JACOBSEN HOMES NOTICE RW"F"�'Tnr. M.T. w c 3-30-05
THESE L. PROPATNMS AAN OCMM ARC
tldONA4 RTTarREGRY, JRo NEI7RINJ. DRAYDHO n»E:
YATORALR 6 JACNSEM YNOFACRNIO
P.O. BOX 368 HNO UO YAERAI3 AM FWAD0 M RE OPEN PORCH RAILIN S
SAFETYPHONER(7227)FLRIDA 726 113B�95 IBP� T UMDD1ML AM SEW F W oNNEK T BE �A VING NUMBER ` AO—PO-0001
62
19
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
" )TEN TO FLOUR FINNG
W W/ STAPLE OR NAL
BANDING STRAP iYRAPPEW ARM PIPE AND FASTENED TO FLOOR FRARBNG
WE OF NOT LESS HIM 1/4' PER FOOT 11UST BE MANTAED TOWARD NE
OUTLET. WARE THIS GIUX CAN NOT BE ACIOEYED, NOT LESS TFIAN 1/8-
OOT MAY BE USED WHEN A FULL SIZE CIEANOUT 6 NSTXO AT THE UPPER END.
NEW OF DMX WING
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
N
INC.
JACOBSEN HOMES NDnG@ OGTM e, DATE REV. LETTER:
THESE STiOY.1TONf AND mASEIO4 Art,. R.R. 7-17-97 A
mDeAE, CRAWHc nnaP.D. BOX 368 HID m 0f1 2AM RAxWICWIAICPLUMBING SUPPORT
\I K R N wnaNs Au awcm a eE
SAFETY NE(31HARBOR, FLORIDA 31695 AXDIiDII fYl:RO10EINEDMf AID AYD M GRATING IANSER:
PHONE (eu) 72e-n3e rtn milMDnuL"son IALAI Gim AD—PL-0001
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
FIAT OR I
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) Nd (SOEWALL APPLICATION)
350 PLF MAXNUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS
350 PLF UAXINUII SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .OW TIE -°OWN STRAP
CONTINUOUS AROUND JOISTS
AN 6 A TRIPLE WIDE RAFTER,
APPLICABLE TO STANDARD
4E WIDE TRUSSES.
JD VIEW
X .OW TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SW
MARRAGE WALLS %M AT LEAST
2 STANDARD VERTICAL TES ARE
INSTALLED, (I EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
P TD
35' R
NOTES:
ENGINEER APPROVAL'
OAPIA APPROVAL'
1. MOM ANCHORS TO BE RATED FLR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TO-D001 (1B-IXNERAL NOTES) FOR NOTES ON ON = ANCHOR INSTALLATION.)
7. INSTALL A PER AT EACH END OF THE SIEAIWAL JOSTS (PER THE ABOVE DETAILS).
pp
rLPPROVED BY
3. MEN S EARN'NL IS LOCATED ABOVE A SOLID HEADER (FULL NOW CROSS-wam) NO
TIE-DOWN
AND DOOWN SIPS R � ARE REQUIRED (ALL SHEARWALL COOIOJRADO S, ALL ZONES
4. TIE -DOWN STRAP REOIIRED AT EACH END OF JOISTS. ALL DBL S/W CO FIGURATIONS
/D
John C. Doe(len, P.E.
eh
1
WiN�;
5. CEILING SHG'AN CATHEDRAL OR SLOPED, FIAT CEDING MAY BE USED.
]5J33 C. R. 22
\,�,
6. FULL WIDTH SHEARWALLS ARE SHORN N THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR COOTGIRAnON SHEARWALL MAY BE USED.
Goshen, IN 46526
tamATmx ma
7. THIS DETAIL MAY APPLY TO TRIPLE AID/OR DOUBLE WIDE SECTIONS
JACOBSEN HOMES
NOTTCE
THESE SPECIM AND
DRAWN BY:
R.R.
I DATE:
4-09-96
REV.IEIILN:
ml
OR.AM1% AA
DIXINAL. PMPFXI Y. AND mHEDONRI
MATEMAIS OF JACOM MA LWACM ID
DRATANGn nr
J $/W CONFIG. TIE —DOWN
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
INC. SA01 mmaAis AA PR0 m TO i,E
KOPDIT FOH s[me PJAM 00 MST K
.
A//HL\I
OIUWWG NUMBER:
PHONE (813) 726-11JB
HEFT DOEODH➢A AID POET rRDII Ones
AD-TD—0111
18
63
PORCH ANCHORING
DOUBLE HEADED 3,150# ANCHOR
emu..
NOTES -
I. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOMNG
1 1/4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
WTNDZONE 10
EXPOSURE C
(il0 MPH)
20 PSF ROOF
10 PSF D.L.
C wA— 100'491 —
)06-G 7
rivi
INC.
r0 i •a
NOTIC@ DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SKD1 ATMAMCAAI NSARE M.T. 12-13-03
OMONAL. PROPPETARY. AND NxFiMNDAt DRAVANG 11TLE:
m
P.D. Box 368 HA1EMALS OF JA=%X I1ArarAclWMD PORCH ANCHORING
AND 9 Wnm S ANE PRD.� 10 D(
SAFETY HARBOR, FLORIDA 34695 REDPOR FOR 9 ECK PWFM AM W51 ff DRAYING NU1RER
PHONE (727) 726-1138 NDPT Caammu uu R7F* FRMI ODns AD—TD-0112
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP DIST40
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS /
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LATER OF 15/ FELT
TO ROOF NTH A 6' MN. NOIH OF
TO ROOF NTH A 6' W. WDTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EA7H ENO TO
ROOF DECK AND/OR ENSTNG
ROOF OECK MD/OR COSTING
FELT AS SHOWN.
. FELT AS SHOWN. .
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
AP ROVED BY
AUG 0 1 914
VaDNANDSAIM51MA)MIN
ANC.
wm
Nonce au1N BY: DATE REr. IETIEC I
JACOBSEN HOMES rams OFrADMSRODYAmcs#x M.T. 7-28-04
CRONY. PRIPKI11R. NO C7WMWI pUWIG TILE- _
,. YATUW Or ACOM MWACPIAMG SHNGLEARIDERLAYMENT INSTALLATION
P.D. BOX 360 FNO 9xH " WILLS ARE PON= TO K
SAFETY HARBOR. FLORIDA 34695 K"f FOR 9WC AWW IPD ON R MA1NIG MX18ER:
PHONE (727) 726-1138 AD-HR-0007
64
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #B X 4- SCREWS,
6.1/20 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)
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDER AYMI NT AND SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
CRC - 167.01 - 167.02
John 0. Gos iwl, P.E.
.2 Engirmring, Ir1c
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L.
APPROVED BY
Revised
ON
JLm 09,2006
00'INC.
FENKAANACNATP NOR
cDNsrau[rKM AM vim nuuRRs
JACOBSEN HOMES
NOTICEDRAWN
MS[ 9FEDTUDms AND OtLLTdLS AA[
UT:
O.A.
DAIL
06-06-06
uY. IETTEA:
BOX See
unoum or ixAAr. ANO mFM1111Y.
wTDws wl.urAl:Turrw
DRAWING ➢RE•
PEAK INSTALLATION DETAILS
HARBOR,
SAFETYPH HARBORi FLORIDA
A 0IM
M am1 RnmNs P„q�y >o
mcmn fa 9SQK KgLL97 AID YAT K
DRAMG IAISBFt
PHONE (717)726-IISe
65
Ivr mFmm¢ ANP IBM Rlm RRVL
.
AD-HR-0006
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
DIAGONAL FRAME TIE
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REWIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -GOWN ANCHOR
(FACTORY INSTALLED)
CRIMP SEAL
(3150E WORKING LOAD)
e
VERTICAL TIE -DOWN
0
TYPE 1.Fa
ISTEEL
GRADE STEEL STRAPPING c
1 1/4' WIDE 8 0.035'
IN THICKNESS, CERTIFIED BY `•
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
BRACKET
i
RADIUS CLIP
RADIUS CUP MUST BE INSTALLED ON
ALL RE-DOPM 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 CCNFXURATK)N SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES
INSTALL THE TIE -DOWN SITUP THROUGH THE SLOT
IN THE BRACKET 'ON 70P THE RADIUS CUP.
C.
NOTES,
_�_..-.; .� nv. v -.
�
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
T ENES70357
c
1�OVBD BY
TIE-DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE.
- T.'! FF ;� F
T
,AN 1 5
O,F;•.,
2. ANCHORING EQUIPMENT EXPOSED TO WE
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
/�
% • y.. \�
N
... �
�ST���
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
AEj1ENC.
�°I2' m�WaO
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
ANCHOR BRm AND TE-omAl
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
DEVICES ARE CRIFED BY OTHERS
JACOBSEN HOMES
NOTICE_`"""
T(S '3ECXIG1015 AND m"X Ali
aOmuL PACIVETAR . AW FnOKO1TY1
C.L.Y.
- 5-31-95
/,
DRAXiHG TRi
■
DATDONS OF ACOM UANNAC1UA G
ALT. TIE -DOWN APPL.
H
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
P S M YA1DONS All PRMW TO T[
KC,,,1 Fa 9M Ftfl= RD WS1 EE
DRAWING NUDBER:
AD-TD-0200
PHONE (813) 726-1138
W7 mrO M uD YueT I O1NX
16
65
SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
F FACTORY WSTALIED STRAP I5 NOT LONG ENOURI,
IT MAY BE LENGTHM BY USNG A CRMP SEAL W7H
A WORKING LOAD OF 3150 POUNDS
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
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-
I. ANY ADDITIONAL VERTICAL TIE-DOY44 STRAPS. DIAGONAL
FRAME TIE -DOWN STRAPS AND 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 (SEE RADIUS CLIP).
NOTICI
JACOBSEN HOMES ,CSE SPEQD4Rd40
C90NAL PRWFJETMT• I
m
P.O. BOX 368 uAIpDALS OF JAOO9YN
SAFETY HARBOR. FLORIDA 34695 IN' Da IN 7E=TE�l ARE
RB4D FOi rA 0 3D
PHONE (07 ]) 776-U 39 Imr caRD[Nrx u0 YI
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
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 D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
.�`� L. STII
` h
R- No.
910334
STATE
9��
APPROVED BY
NIPREVISED
1orz!1%
INC.
f®FMLYwFIC1Y69r4E
P061M1L'1[YI.O WET1'EfbL�iX
DATE I REV. LEYTE
R.R. 1 10-05-96
ALT. TIE -DOWN APPL.
AD-TD-0210
INSTALL ON SITE 150 FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK
0
ONE-PIECE SHINGLE
UNDERLAYMENT
.........
2' MIN. OVERLAP (TYP.) .
..........................
1 I I .............
..............
i:{ir::r:ri:r:zii:::::ii::Ci:?::::::::
::::
MIN. TAR AS OWN
......:::::::.... ..�APPUEO ON STE)
w
:::.S:E NOTE 03....
^
rl
I --I
3' MIN.
I..
r�
..
SEE DETAIL' .
�-
l I I 1
I 1
i I 1 1
1
LY
I 1 1 I I I I 1 I
1 I
I I' 1
a
I�
1 I 1 1 I 1 1 1 1
1 I
I I 1 I I I
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.
WINDZONE III
DETP�L A (110M
ALL EXr�1RE5
NOTES.
DAPU L N PROVA
1. CcEMERNG OF 151 FELT IS NOT REQUIRED IN ANY AREA EXCEPT INHERE NOTED. q
PROVED BY
2 FASTENING OF 15/ FELT IS NOT REQUIRM. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
+ +�
3. EXTEND THE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER 1}F LAST
' COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' WIN. OVERLAP ONTO THE FD® ROOF.
INC.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-ODDI (MATH SPECIFIC END PANEL LAYOUT},
AD-HR-0002, AD-HR-0003, AND AD-HR-00D4. EEOE
IAL MANUFACTURED HOME
RUC10NANDSATETYSTANDARUS
CON
JACOBSEN HOMES
NOTLC$
THESESEECiRQA11D6AMDdAr16AIE
ORANN or
M.T.
DATE'
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REY. LEM
DRAMNG T111E SINGLE AND U DERLAYLENT
APPLICATION ON HINM SECTION
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TRUSS SHEATHING
APPROVED BY
N A INC
fE0k1Wl W WUFACEIIRED HOME
C0151RIICII W IIFD SAETY STAFDAROS
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
SIDEWALL
PENETRATIONS OF THE SHEATHING ON THE 7RUSS(ES) FOR
THE OVERHANG a1TLOOKERS (PURUNS), ATTIC VENTALARON.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE. TRUSS.
TYP. OUTLOOKERS
3/9' LON. APA OR TECG RATED SHEATFONG
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE 9ffARWALLS
(APPUCAEILE TO ALL SHEARWALLS)
(10' X IA 1/2' MANNUM SNGLE OPENING SZE IN TRUSS SHEATHING)
NOTES:
1. 3/6' MR. RATED S EATIM FASTENED TO ROOF TRUSS TAM 7/H6' S
1 1/2• A 16 CA, MR STARES 1 1/4' E.C. AT PANE. EDE.S AND 3' OC
Al ALL FRAMING MEMBERS (NO GUIE REOURD)
3/8' SHEATHING TO BE MSTAUEO oN-SITE
K2
VIINOZONE IN
(110 MPH)
ALL EXPOSURES
APPROVED BY
E INPMAY %
INC.
• FEOAiAI MANUHICEUBED HOME
COE6iHIL710HMASNEIYSBVd1ARDS
REV. LEVER:
RM NOTICE:- - DRAWN BY: DAM-
JACOBSEN HOMES ORIGIN EURGIONSAxOHYNATRNGSARE R.R. 4-27-98
■ ORIGIN
PROPPoETMY, A!A LOl6OExML DRAWING TITLE
. -
OF BOX 368 uA1FRML5 1 AK1 A MANPACTURWG
\I Dc 9N]F MA Fi0A5 A9E PROIIDEO TO RIC TRUSS SHEATHING
SAFETY HARBOR. FLORIDA 34695 REGMI FOR —, FIAbO¢6 AIO MRI R ORATING NUMBER:
PHONE (813) 726-1130 KEPT EO Imt MO HHRGT FROM ONEA6. AD-HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUD
CAPABLE OF RES
THE WORKING
OF 3150
MARRIAGE LINE OF MXM-WOE
I,K.=
TYPE 1. FINISH
GRADE 1 STEEL
1 1/4• WIDE &
IN THICKNESS.
A REGISTERED I
ENGINEER OR A
CONFORMING \W
SPECIFICATION I
STANDARD SPEI
STRAPPING. FU
FOR
AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (3150#)
• \\p\11111074!/!!
NOTES- DAAA APPROVAL'
• O GT57E •'•• (c .,
1. ALL ANCHORING EQUIPMENT SUPPLIED �. Q�' Na•9Fp'.'1' i PROVED BY,
BY AND INSTALLED BY OTHERS- ON STE. ; NE$7
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- JU') 1 5 10
3. PROTECTION SMALL BE PROVIDED AT SHARP CORNERS AI� 9 '• / rf gg� • W C I V
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�'EF ••Hp) N, r'•�l�``' '"'""'„o
OF EXTERNAL STRAPS OR CABLES. �'.. TiiA+;_••••••'cVG .���
r0nAe " - .':. C.L.Y. 5-25-95
JACOBSEN HOMES DRSESEHM,OOXNSIO I IMWNFSALS
6AT MAL POF AACORS AIM COFmF11A 1zuTR+c RT1e DIG COL TIE —DOWN APPL
P.0. BOz 368 MMSUM OONS A IMIS Al F WDWM T THE
„ SAFETY HARBOR FLORIDA 34695 a M FOR � N�fiYffi�iM IM [ DRAWING NUMBER:
PHONE (613) 726-1138 Wl IDFEaOA AND SEO ET FROM Rnoa AD-TD-0952
12
f.Q
ril
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF MIAM-WIDE
VERTICAL TIE -DOWN
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 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. MT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
EIIO
NOTES: � �.
1. ALL ANCHORING EQUIPMENT SUPPLIED �0: �(�15TE
BY AND INSTALLED BY OTHERS- ON SITE. Q N0.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING = NF%
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - �a
ATION. _ .
BYE,
Ij"t5
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS µ r yk �� r INC
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %90 /�? 7p �,�
OF EXTERNAL STRAPS OR CABLES. %.,'CF'••:!'OI \a�.I mawc+a«o T
HOTIC@ NN IDHAIM'B DAIS REV. LETTER:
JACOBSEN HOMES Ti(6T4BMICAMSAIDDRAIMMAnE C.LY. 5-25-95
ollim�M. PImAREnAY: AID [DD.Im
KNIXA wTUM v NAm99Dl l:nRn a DRAWNe nTIE
R. W- SIM NATU MS Ala PAMM To THE
COL TIE —DOWN APPL.
SAFELY HARBOR.
OR FLORIDA 31695 now Rl 9SOC PJFM MD Mm r DRATANG NUUSER
PHONE (813) 726-1138 IVI mmmau MD ILO IRm om m 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 tZEV
INPMAR ! 5 20M
INC.
RDERALN %NUFACTURED HOME
LONSTAIIGTDN AND SAFEIY SWDAIUIS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
7n
SHIPPED LOOSE HEARTH EXTENSIONS
BFLIKEN. MEAT MMN•
1. REMOWE ANY CWET AH61/OR PAD PKW UNDER THE HEARTH EXTM04 AREA
Z MCI THE OA1 FLASHING N THE HEARTH AREA TO NAME THAT IT HAS
BEEN KA M (THIS FLOW WST BE PLACED ON THE BOOR TO PROTECT THE
AREA BETIO THE FIREPLACE AND THE HEARTH)L
1 LOCATE THE FEiVA4N EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLOWING
THESE STEPS: -
A. CLRETALY PLACE THE WAN EXTENSION N THE PROPER LOCATION N FRONT
OF THE FIREPLACE ASSElat
B. SEMRE ICE HEARTH EXIDM TD THE FLOOR W/ 4 13 E 2' WOOD SCIM
C. Fu THE AREA BETWEEN THE FACE OF THE FREPLACE AND THE HEARTH DaDISION
WIN A NON-COYBOSTABLE CAIAIONG OR MORTAR.
D. OR FOLLOW BE WAIN MNA6ACILRERS NSTR BONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA
m
.;tAT 2 8 T9S5
INC
NOTICE o "n or., vn,c
JACOBSEN HOMES THESE DRAW C.L.Y. 6-16-95
IN
SIATO . OF JA,O AND ALTAC011V1DRAwNc W11E•PRB BOX 368 MA SAXON v uc6B4N MOW0IQ THG SHIP —LOOSE HEARIH
SAFETY HARBOR, iLHE
ORIDA 34695 REOPEN! Fd 9M RKR'M MD 101 DC DRAWING NUMBER
PHONE (813) 726-1138 1DP, DDNMIR u0 scar raa DINDS AD—FP-0001
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
A—_—_—_—_ COIWNV\
�C011M7
SEE TABLE FOR NA1MA1 SPAN FOR COLLINS 'A' OR V _ I
t-
caWx V�
�cauMx*Cl — — —
APPROVED EY
SEE TABLE FOR MAXIM SPAN FORC0.UIDI5 'd OR V
00
SEE TABLE FOR SPAN YXL T SEE TABLE FOR MAX. SPAN FOR C0. INC.,
FED MANUFACNREONOAi_
i Id9I4Wd1 SAFETY SWIDAH65
MAR 0 3 1999
Y Y' COL" V.
�YXAIIWF
— — �tuuAN
—
SEE TABLE FOR MA1MN SPAN FOR OOL W r
r
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REOb
(SEE All-TD-0A31,
COMRS'A', V. V OR V
GaFAFrs V aR'd
COLLAN v
AD-TD-0253)
M 2
ZONE 3
ZONE 2tZWE
ZQE 3
SEE NOTE 1EDP.'C'
DP. V
E P.'d
DF. V
DP.'C
07.
P. 'C
FOP. b'2
- 31501 ANCHORS
3P-4
25-6'
29'-4
2d-4'
3Y-4'
21-V
*-4
9'-4
2d-431`.>0./
ANCHOR
Id-6'
1Y-16'
14-7'
W-3'
W-67
17-I
1'-Y
id-3'1
- 40001 ANCHOR
2S-8'
I6'-4'
IT-7'
1S-O'
2S-8'
IW-
6•-i
13•-U•
.REF. CALCS.
ENO • .. , �C! '�., DAPIA APPIMN:Ao 0 3 y
NOTES: Y��
'--,_
vP,. G\STEgF • .!
1. SEE AD-TD-0251, AD-M-0252 AND AD-TD-0253 ;'Q�' No. pPPROVE� BY
FOR SPECIFIC INFO. ON ANCHORS. 910594 •;
2. SEE AD-M-0001 FOR ADDITIONAL NOTES ON ANCHOR - Y �a�
INSTALLATION..�
STATE OF A�=
.,o : z
INC.
DIP•.
DRA DATE �• LETIM
NOTICE M.T. 2-9-99
JACOBSEN HOMES TE9 SPUSiCa, ONS AND pApN45 APE
DRraNu. PRUiR,AR.. Bm coAm,Dn OFu61N ;n1LF: —
wreak:�"COL. TIE —DOWN APPL
P.D. BOX 36B NC 91DN MAIWAIS ARE IP01�fD TD M
SAFETY HARBOR, FLORIDA 31695 RE6101f ra 9iCRlD RAWit Nll Y61 ¢ ORA6YIC MATBER
AD—TO—D254
PHONE (727) 726-1138 NP, mwwo,na Nro sasl mau onn¢
10
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
A
1
STANDARD VERTICAL RE -DOWN STRAPS OR ANM
BRAX S (SEE TIE-DO0 SPACING TABLES -NORMAL
AND/OR ALIERNAIE- FOR MAxKu SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL BE -DOWN STRAPS OR ANCHOR
BRAOXEIS TO BE IST40 A MUM OF f-O'
(241 FROM EACH END OF THE UNIT.
C•
NOTES EN PR O •,
DAPIA APPROVAL:
L LARGE MUG = ANY CPDBNG WIDER THAN WAX TIE -DOWN SPACING ALLon.E E ENE8703571 .
7. VERTICAL TIE -DOWNS WAY Ex(TED THE STANDARD VERTKJL TIE-DOVM SPACI �•- -
ROVED BY
SO LONG AS. THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
t�,r
4A
MAXIMUM BE -DOWN SPACING REOUIRED ON THE APPROPRIATE VLRTIUJ. /*I.
1�d 1 5 WS
TIE -DOWN SPACING TAKES (SEE OTHER DETAILS). '4�F '••..,•• ��� ��:
"eo��i�sf011f
J. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATICNS. AL1nEN,.•%`��
4. SEE AD-TD-0001 FOR ADDMONAL REOUNETIENTS
+s "•A. xvNm Puow
ANCHOR BRACKET AND 7E-DOWN
DEVICES ARE TERTFIED BY O7NCN5
JACOBSEN HOMES
NOTICE
raYSEOXAIAMMODRARIR6ARE
DRAWN BY:
C.L.Y.
DATE
5-31-95
REV. LETTER
.
\,
P.D. BOX 36e
aaaxw, PRDPR¢wtr, AID OR0LFNIYE
u" �+�� uAwACFAaNc
xc swl MATERIALS ARE Pft%= 10 ra
DRAMNG nTIE•
11 P.
SINGLE WIDE T/D
SAFETY HARBOR, FLORIOA 34695
PHONE (BLS) 726-1138
RI1pUl1 A01 V = W00 NO YT a
DRAWING NUYBQt
KfPf mnmmn u0 40i7IRO1 o11aa
AD-TD—O300
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
NOTES,
1. 30 GA. GALV. STRIPS USED MAY BE VAND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(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
I JUN 1 5 W5
INC
IMAM CR: .
ras SFEOt1G710N
JACOBSEN HOMES NOTICE
9 ANO ORAMIICS AMC.L.Y. 6-5-95
aeORAL PROPWART. AIM CWIIDD Y ORAWONG TITLE.
m
P.G. Box 36B YW wAES OF JADOBSEA YAIAFADTO TIME M/W ROOF SEALING
OA: 41p1 WIEION.S ARE PR0ADD7 f0 M
SAFETYHONES (813) 726 1138 695 cww ov � � DRAINING NUMBER 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
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
m
.AIR 1 5 V%
INC,
JACOBSEN HOMES Nonce PM� C.L.Y. 6
THESE SPCOOGETAR AND CEHF S ARE
aaTOW. PIIOPJKOBY.ANDKFACT ITW DRAMHc n1IL
P.O. BOX JM8FLORIDA
"TOW SXH ATaLmeYN ARE AMEDTitTO THE M/W ROOF SEALING
FIVE SAFETY HARBOR, F 26-11 84695 ampf la FM KFKS S NO MW R DARING H0M6ER:
Ll PHONE (813) 776-1138 r l DHRRDA N SECRET Lag Dnns AD-FA-0025
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B c
�^ IAREE OPENING 24'
SFE NOTE 1
CCI.UMH SUPPORT TIE-DOVA1 STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 49' OI MOTH,
MOLT -VIDE FLOOR 9"
SPERATED FOR CLARITY
STANDARD YERTTCAL TIE -DON STRAPS OR RKNOR
MAWS (SEE TE-DOMi SPAM TMES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOYED).
ALSO SEE NOTE 1
STANDARD VERTCAL TIE-DOYM STRAPS OR ANCHOR
BRACKETS TO BE P ST40 A MAXIMUM OF f-0'
s24j FROM EACH END OF DIE UNIT.
FOR MPLE WDE An LARGER UNIT DESIGNS,
Al TF-DOMN STRAPS AS SHOWN IN THIS DETA4.� „`11C II DpF
vµ 2 DARA APPROVAL'
NOTES, No. O •.
1. LARGE OPENING - ANY OPENING MDER THAN MAX TIE -DON SPACING ALLOYED. IENEI703571 OVED BY
2. %HTICA TIE -DOWNS MAY EXCEED THE STANDARD ARTIGLL TIE-DOYM SPAq
SO LONG AS, THE AVERAE SPACING ( (A4B4C) / 3 ) DOES NOT EXCEED THE
MAXIMUM TIE-DOM SPACING REOURED ON THE ATE VERIIGL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).��,�F . /N$. p Ct \a�W` II V 5 1�5 3. NSTAIL FRAME TIES AT All VERTICAL TIE-DOYM LOCATIONS.
4. SE AD-M-0001 FOR AD0I110M TEOUIREMENTS ANd(dA1BBNT{YLRTD lE-OOHN
DEtlQS ARE QRTM BY OTHERS
nce DRAhN BY: C.L.Y. DATE 6-1-95 REv. ILTTER
JACOBSEN HOMES THESE 9PEC=AHGNoT6IcMD UNIS AM n
MMAL PRWWARX. AND coD08Amnul DRA" TITLE.
m
P.O. BOX 368 UA11S EE Amxemm mm Ac-mviC TV. MULTI -WIDE T/D /_1
SAFETY HARBOR FLORIDA 34695 imm rat m` gm R= n0 um itDIU" NOUBER
PHONE (813) 726-1138 NPi CDfMnAL n0 YOi1 M OEM AD-TD-0310Of
8
73
ZONE I TIE —DOWNS
MARRIAGE WALL
OPENING TIE -DOWN
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS) FRAME TIE -DOWN
SEE DETAIL - V
SINGLE WIDE TIE -DOWN
DOUBLE WIDE TIE -DOWN
NOTE:
C SECTION I MARRIAGE WALL I NOTE:
SIMILAR TO I OPENING TIE -DOWN 1 A @ B SECTIONS
SINGLE WIDE SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS WADE ME -DOWN
FRAME TIE -DOWN ONLY. OPTIONAL AT
OTHER LOCATIONS) I SEE DETAIL - 'A'
SEE DETAIL - 'D'
TRIPLE WIDE TIE -DOWN
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES ARID
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
STRAP BUDGE'MIH 2O251 ANCHOR, A ME HEADED CROWD ANCHOR MUST BE USED)
CAPACITY NMAIUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3i5o LBS MAXIMUM
FOR EACH TIE-DO1M STRAP CONIECIED).
DETAIL '8'
40' - 60'
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
DM( COATED STEEL STRAP, OR EQUAL WIN 3ISo+
CAPACITY WNMUM) K I,S= 47zS • ULTFmp,
LOAD aaMCrN
PULL DOWN TIGHT TO ---/
GROUND ANCHOR DETAIL 'A'
NOTES:
1. SEE DETAIL 'B' PAGE 4 KOH MARRIAGE WALL
OPENINGS GREATER THAN 49 INCHES. & VP To I'TF-6" Tel
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR
ANCHOR AND K-DOWN NACOkNT.
3. SEE DETAIL 'K PACE NOR TYPICAL I -BEAM
PIER CONSTRUCTION.
STATE OF
APPROVED BY
® DEC 2
r7 �I�IG
cas�v,xmioxrtnaxowrs
NOTICE •mmm By;
DATE REV. LEVER:
JACOBSEN HOMES B�51[OHGBgiSANDDMMN45ARE RR 10-31-95
■ MONAL. PROPWETARY', Alm OOIIImDinl DRAWING TITIC
P.O. BOX 360 '�1°°"'� uwegx MNxsAcnRwD ZONE I TIE -DOWNS
„ SAFETY HARBOR, FLORIDA 34695 3 Pw = g yp j10
PHONE (813) 726-1138 OUT C%fMNL No SEM M RUMDRAWING NUMBER AD-Zi-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIN. Y OVMAP AT SEAM) ( CENTER OR MATING LINE
SECURED WITH 13 X 7/16• HEAD X 2' FULLY THREADED SCREW TIi
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)
• I
B X 7/160 HEAD X 20
LLYf I SCR
(NOU MOREREADTHANDI2' DEC)
I .I
�-30 GA GAIN. STEEL STRIP
5• X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED 1WTH 7/16' X 16 GA. SFAPLES
FULL PETMTION DIM DECKING
(SEE CHART ON AD-FA-0001 MA)L SPACING)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
STANDARD 7/16. O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA MIN. STEEL WITH 90 O.C. RIBS
SCREW HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
TO HELP AVOID OVER DRMNG IF SCREW IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BESIDE THE DdMCBVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
� w D,,^.,-.- o
tl�lmli ii�'�-1`q'� ��•-
jaeffskming, ITIG
APPROVED BY
Sep 10,2008
�NC.
�N�.A
CONsf UM0%MDWMsrMDMDS
Nwm D.M.T. Q6-25-08
JACOBSEN HOME S��
MMUL OF TM . AU WiW COM WAWISACBTnHe METAL ROOF RIDGE CAP
YATS9fAT5 AIACOBSII tm1O
P.O. Box 36B m &RN Moms An Fww 1011E
SkFMI m 1" ((8 33)�7ssM1i� B' IUam ML AAW OU FM OM �°� � AD-FA-0021
74
7
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE VIDE UNITS
30'GA. CALV. SIM STRIP
I
..
SECURED MATH 7/16' X 16 CA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
30 A. GALV. MEEL STRIP
B' X LENGTH CF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MOH.)
W/STAPLES AS SHOW
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA GALV. STRIPS USED MAY BE
WIND
MIND DEFLECTORS REMOVED FROM
-LAG SCREW RACKS
iFOR TRIPLE WADES
IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES)
FOR DOUBLE WDES�
ME
\ \ PAN
3/6• X 5' LAG SCREWS . A. SCREW WE RACM
TRIPLE MADE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAG SCREWS SEE CHART ON AD-FA-0001 FOR TRIPLE YIDES
AT A 45' ANGLE I I FOR MAXIMUM SPACING
STAGCETZEO 2 1 4' P34" 1 4'TO34'GAP//p
ROOF PERIMETER RAL---
OR RIDGE BEAM
(FOR RDGE BEAMS SEE NOTE /4)
CROSS—SECTION INSTALL WOOD SHIM AT ALL LAG
FOR CLE IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO CA
TO IFOR INCREASE LAG LENGTH f' TIHROUGH AND TO KEEP CONNECTION
AND FOR CAPS TO LENGTH
INCREASE TIGHT. (SEE NOTE 2)
NDSO1 LAG LENGTH 1 1/z'. REF CALC. PG.
(ALL ZONES) CROSS—SECTION (W/GAP) C WA- s1.o1- s1.07
(ALL OPMES)
L 2 1/r WL POCK411 N N1D AEC VW NOW IS WMa FOR LAG saM
2 I= sm TO LE Im'P'O! FRo11 SPF P WL OR BEERA.
APPROVED BY
r It r x GAP woo YFL SET
0® OR PLYADCO YAY BE USED F DFOGIESS EQUALS f.IP 1DiH-4' X r Y7L Y)�
FOR LOW ROOF ANR1EC11OL
S. 41: ODER DIING
S
Revised
E:y 24.200,
11if�
A
4 ►FiEI ►LSTAl1FIG A LAC SA]E`I 1E10 A ROGE BK FFST-M
KM 3/r
Jahn C.
IC.
A MEMMM
HOLE 1NtM DE FIRST ROCS BU6L SECU-OIRL A 1/4V ME TIGtWOH RE
W2 En&mrnn7, Inc
I V
FIDE urn FAMAW WME
WMM RDLE LEAP FOR X TREADEDRAON POOF LAG =X USE DWI ARE
nsTwouos
fal 3/r LAG smm ak%
I IGr YAL m SEML MOM
JACOBSEN HOMES
NO1°E
UESE s�otrAvos AIO
M.T.
0A1E
os—zz-O6
R� 1E1m
EEIND
E]Mwf7i
P.G. Box 363
a+uut nivlcrtAr. ro mroDrorL
mwu
WmAlOms. w�=E„ Acn a
aRAx21c x11E:
M/W ROOF FASTENING
SAFPTMfICNH
p=mKml W
01
CMG 1Al1BER
E�(B�I7)i:�b-ii3lM�
INmt j�o
AD-FA-0020
7r.
ZONE I TIE —DOWN PLACEMENT
TYPICAL I -BEAM
TIE-DOYM
MAIN FRAME I -BEAM
SEE NOTE /1J
\\
`- MAIN FRAME I -BEAM
CENTEAONGI GNC
SPA
CENTER
SPACING
CENTER
SPACING
I SPACING
I ISPA
DOUBLE WIDE TIE -DOWN PT ACEMENT
DID CENTER CENTER CENTER CENTER CENTER END
WAUN4
SYMN5
TYPICAL I -BEAM
TIE-DOHN
I
MAIN FRAME [-BEAM
SEE NOTE 11\� SEE NOTE �I�
MAIN FRAME I -BEAM
`MAIN FRAME I -BEAM
END
SPAONC
CENTER
SPACING
CENTER
SPACING
END
SPACWG
TRIPLE WIDE TIE —DOWN PLACED NT
NOTES,
1' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS YADER THAN 49 INCHES.
�oFp'•.
'STATE OF
co
m �
E
APPROVED BY
0 'Oor
N 14
II
ffmw�
cos�"0 swoNm,
JACOBSEN HOMES
■
„ P.O. BOX 368
NUCE
RIESL9cOnu7101rsANooRANNISAIE
MONO. FROPRUARY. ARD tYROIODNVL
UATDws OF OZO89:M MANJFAGTLMG
AVYi ov-
RR
DATE
10-31-95
I¢v. ttlluc
DRAYANG TITLE:
TIE —DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695
UH wh AK Pjpw 70 THE
ORAAING NUMBEi:
PHONE (813) 726-1138
WrMWUCXM"S=Q 00
AD—Z1-0020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
.131' X 3 1/27 MIN. NAILS
B' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
NOTES: DW9W APPRaAk
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
John C. Doeden, P.1t.
K2 Enamwrmg. Ina
APPROVED BY
Revised
Hay 24.2006
00
N INC.
FtDIMNMFACN 0Du,1
JACOBSEN HOMES
NQ7CMUM6NNOWA MAK
M.T.
�" OS-22—O6
�. .
PA Box 366
®
UNWA. ROWED^ No CW=ft
11A1Ow � i100e10 """A` WM
WAIIIN iAE•
M/W WALL FASTENING
❑
U
SAFM HARBOR, FLORDA 34695
W. !al YADIN9 ARE Rol®10 x
®W IO Mt n� NO RMNE
DRAWIG NW®!
PHONE (813) 726-1138
mn mtmMa No no I o0m
AD-FA-0010
76
5
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1/2' MIN. / 3/8' X 3 1/2- MIN. LAG INSTALLED SEE
NAILS OR 7/16- 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
MAX.1 4- TO 3 4- GAP
STRAP 048' O.C. MSPACING -�4
WITH FASTENING INTO JOIST I
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTFOAS WSTA(L WOOD SHM AT ALL LAG
NDS01 TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4'. INCREASE THROUGH AND TO KEEP CONNECTION
L ZONES)) TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL
ICE
E
IDIFU E
3/6' x 3 1/2' LAG 9�1
30 G MAP FASWO W/
7 e x 16 GA SUPIES
We M
Ofom
WHIMI I NUMBER OF FASIDEIIS RECAU
a131' x 1 1/t NAILS
7/le 116 GA SOPIES
MAX" SPAM
MMAX M SPAM
I O.C.
2 1/4' as
1:
3
S
2
2
D'
17' aG
1 7/e =
D'
4
7
Yr
Ie D.C.r
as
IV
7
�
3
IV
1F' as
1 I/r Oc.
D'
S
E
NOTM
ENC EER APPROVAL
D/AA N4TiWAL•
APPROVED BY
1. T' MN POMTIOR 5 REOMFEO ON STAFIES FOR MIN. aOle SR AP.
L SOOD 945 70 BE RIPPED FROM SPF p MN OR BEM
l: x 4' x GAP MOTH WIN. SIM)
OftRevised
May 24 , 2006
f �3 .o-67NAINC.
OmOR PLYm MAY BE UM IFWOOESS EQUALS GAP IDTH-4' x 4' MIN.SIM
3I'rGiI?�
S IDe MkV" SDERILL NFxM
K2 Engitl3'�rinfj, inc
reoeluy wuu,.c,usto none
COMSIPIICf1O1 M0 LIIT SlY,0Y,05
4. SM DIM DRAMS FIR SIAIa1G FLOORS FOR AIR tELTRAWL
RAM
JACOBSEN HOMES
ne vrariras � u,,,.,a ARE
Mxuw BY."
M.T.
05-22-06
REv. IRTER
P.BOX 36a
aralAL T • A+o an.xaMmL
lb"ACT
M41Famwcms 4f atam 1 AfG
ME pRam TO IRE
ORAV" TIRE
M/W FLOOR FASTENING
SAFETY HARBOR. iLORIDA J4a95
PHONE (BI3) 726-1138
wmw Iu "m lu m in fm a
MD7I 03FEDMAL Me MT M CHK
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AD-FA-0001
ZONE 1 INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
FOR HOMES LOCATED IN ZONE I 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.
13Y g cl/'
FEB 0 1 20DO
Hor1cB: �.,�,.... M.T. -..... 2-1-00 - - -- -
JACOBSEN HOMES rasc9JU OUMCRAx MC n
QMML MmmuF. sm Da4IFENrAL DRAIANG RAC: 11
m
MAWXtl Cf A==UwWAl�r9 ZONE 1 I
P.O. Box 36B Fa NST.
SUN PAmwa AR II 410 r9 ra
SAFETY HARBOR. FLORIDA 34695 w'w 1w fort Whop Are Im u DRAWING NUMBER:
.PHONE (727) 726-1138 u!l aaum+W rf wm mom ana¢ - AD- ZI-D1O0
4
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
�nnvvl:la � �
LONGITUDINAL TIES ONLY REWIRED 0 EA HALF
OUTSIDE BEAM THIS END. EXCEPT FOR ZONE 3
DIP.'0' THEN 2 REWIRED G HALF
(E ONE EA. BEAM. ETC.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWA LS SAME AS THE MAIN UNIT.
VERTICAL RES AT CENTER LINE REWIRED MY
AT COLUMN SUPPORTS PER DOUBLE MOE
CONNECTION REQUIREMENTS
24- M)SJUM SPAC IG TO FIRST SIDWALL RE
FROM EACH END OF THE TNT (SAME AS TYP.
DOUBLE MDE TIE-DOMN REOIRDIENTS).
2 LONGITUDINAL RES REWIRED AT EACH HALF
RDS DID ONLY.
MAMM PIER HEIGHT FOR VAROUS ZONES
(RETTR ALSO TO SDEWALL TIE -DOWNS MAXIMUM HDORTk
zmE1 ZONE3
EXPOSRE'C 9T 56-
EXPOSURE 'D' 39- /6-
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE UNE DETAILS AS OUTUNSD IN THE SET-UP MANUAL
(EXCEPTION: NAELING 014LY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT TIES AREA)
NOTES:
I. FOR WAD SECTIONS EACH 'DOUBLE SECTION OF THE UNIT STALL BE DESGNED
INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALS. TIE -DOWNS. RIDGE -
BEAMS, COLUMN SUPPORTS, ETC- ARE CALCULATED FOR EACH MULTI -SECTION.)
No. `'O APPROVED BYf,,,,
0357
AAl 1 5M5
•_�� .. ClSUA(,O.//OS4DfiA'D'.SO
NOTICE UNAWN UT: UAW •.
JACOBSEN HOMES PESESKOMCATIDTSANDDRAWMSA2 C.L.Y. 5-16-95
OSONM. PROPRIETARY. AND 0061O01TIAL ORAMNG TITLE;
„ DFACNONO
P.O. Nc SUCHMATEMATERAIS OF JACDDSEM MNRALS ARE PROVIDED TO TINE ADDENDUM —TNT. UNITS
SAFETY HARBORR,. FLORIDAI 34695 IENF0N FOR STYQC HFIDEQ Oro W1 IX DRAMNG NUMBER QUADADDI
PHONE (813) 726-1138 WT 0pF BJL AND YDiT no ODOS
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 DISCCNTINUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH 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)
APPROVED BY
ST T r
T.
N 14 INC.
NOTICE DRAAIN BY: DAIS: 6Ev. LLmR:
JACOBSEN HOMES rasESREDnurarsAND DRAmwsN¢ C.L.Y. 9-28-55
Lm_
waRK rOr JACOBS AHD mrmRIAL DRAIORG nllL•W.H. VENT. SYS.P.O. BOX J68 MA1D6M5 OF FA S ARE PRWMIJANNACTURIMCO(E SAFETY HARBOR, FLORIDA 3W695 REOPEN! Pa 7 v IWGSESS "r/I6 a DRAMRG NUMWA-
PHONE (013) 726-1138 NTPT EnWm m AID SEOU FRDN OHM AO—AC—0100
78
NOTES:
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=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHAI I NOT BE IN CONTACT WITH THE GROUND.
/ DUCT SUPPLY OR RETURN
DOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP 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.
10
JUN 1 5 Im
INC
JACOBSEN HOMES NOTTCE DAArm BY. 0A1E RC ll¢F
TIR9E sEDnuTaxs AND oRArANfs ARE C.L.Y. 5-30-95
MORAL. PROPRXTARY. AIO COI6C0ITNL DRAWING TITLE
-
P.O. WTWADOILS OfJAIMSEN Y/,HNACAMC
P.O. BOX 368 m „O, MAnwa NE HeOAO[D TO IRE EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 Fla NR 7EC1C Rm"OQS ND RIM HE DRAMNG NUMBER:
PHONE (613) 726-1138 WT m(ME AND SEM TRW OTIM AD—AC-00D1
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERINE CONNECTION FOR OUAD LIME IS THE
SALE AS FOR THE WIN UNIT (REFER TO SET-UP
DETAXSI
NOTES:
1. 30 GA GALV. STRIPS U9FD MAY BE WIND DEFLECTORS
REUM FROM ROOF IN DRUM CONDITION
(EXCEPT FOR STAPLE HOESj
STEEL SIFT MAY BE CONTINUOUS OR PIECED.
2. MOLES IN TIE DOMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND DETAILED ON SITE AFTER
THE UNITS HAVE BOX ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SHNG ES UNE-UP
FROM ONE SECTION TO THE NEXT.
30 CA GALV. S1Q1 STRIP
INSTALLED On RATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF
30 GA GALV. STEEL STRIP
e X LENGTH OF ROOF ISECTIONS
NAY BE OVERLAPPED LWL)
W/STAPIFS AS SHORL
U6TALL ROOF CAP PER SET-
UP MAN OVER GAILY STOP
(SEE NOTE 1)
30 GA CALV. STEEL STRIP
SECURED WITH 7/16- X 16 GA STAPLES
FULL PENETRATION MO DECKING
2' O.C. IIAX SPACING (TYP.)
�Or�G\51'ER
: e No. FG
+ ENE870357
3/B' % 57 LAG SCREWS
1B QC. (ZONES 2 k 3)
STAGGERED
�D BY �-
17:MP JUN 1 5 M
INC
FR
NOTICES
JACOBSEN HOMES RcsLscWulvaANDDRA.asAE C.L.Y. 5-16-95
MORAL PRO KR . AMO CAOLCIITw DRAWVIG DRE:
P.O. BOX 36B MA1°tlAIS W OMSEN MANNACNdNG ALT. ROOF ASSEMBLY
ARE PROVIDED TO THE
SAFETY HARBOR FLOF 3A695 IXKaW ratINC. WIX 9n Pin= NO Id" BE DRAWING NUMBER
PHONE (B13) 726-1138 un mFmvm AND s[aeT TTd71 OWO6 OUADADD2
2
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
SET-UP MANUAL ADDENDUM
� a
� ri c
lL
U U
W
J
F
JA;OBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
VWLI
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1138
--REV-01/10
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