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JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1138
SETwUP MANUAL ADDENDUM
.14 PF I I
jAqOBS N
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.
REV-01/10
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
8-50-413-7600
80
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS 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. COOLJNG OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0. WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT -WITH THE GROUND.
DUCT SUPPLY OR RETURN
DOLING
SSOVER
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERUNE CONNECTION FOR OUAD ME IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETAILS�
30 GA. GALV. STEEL STRIP
INSTALLED OYU MATING LINE
JOINT (SEE PLAN MEW BELOW)
ROOF PERIMETER RAL--v
OR RIDGE BEAM
CM-SEC71ON
30 GA. GALV. STEEL STRIP
W X LENGTH OF ROOF ISECTIONS
MAY BE OVERLAPPED 2 LGL)
=mmlla3c"pl SET -
LIP MAK OVER GALY STRIP
(SEE NOTE 1)
31 X 5* LAG SCREWS
lap'O.C. (ZONES 2 & 3)
STAGGERED
PLAN M
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 (00 NOT RESTICT AJR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT. 30 CA. GALV. Sln STRIP
SECURED VA7H 7/16- X 16 GA. STAPLES
IFULL PENETRATION IN70 DECKNG
2" O.C. MAX. SPACING (TYP.)
NOTES: DAPIA APPROVAL NOTES: ENQNEpjW&- DO "'I" DAPIA APPROVAL:
%
Af�'ROVED BY r,%STE'**- r, r -D 8
1. 30 GA. GALV. STRIPS USED MAY BE WiD DEFLECTORS ?i*-. Y
REMOVED FROM ROOF IN ORIGINAL 03NDITION -Z No. 6%.
JUN 1 5 IM (EXCEPT FOR STAPLE WES).
ENfEEf03571 JUN 1 5 -M
STEEL STRIP MAY BE CONINuous OR PIECED. A
INC2 SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY
tPA NAVIACRM MW
BE SHIPPED LOOSE AND INSTALLED ON STE AFTER INC,
WE
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY %
7RANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP
FROM ONE SECTION TO THE NEXT. N,
NOTICF- DRAW BY: DATE- REV. LEnT.R: NOMCF. -fill jvmwvt.- DATE-. V. LETTEP,
JACOBSEN HOMES THM sKanCAWIG AND DRAUNGS AM C.L.Y. 5-30-95 JACOBSEN HOMES T-,Ev ECVXATIM AND WVM AM C.L.Y. 5-16-95
OIZIONAI. PRWWfAKT. AM comnuwTiAL DRAWING TITLE-- UaONAL PRWKTARY. AND CONFIDENTI& MAWING TITLE.-
U117MALS OF JACOB%ti MA?AffAC7"G EXTERIOR A/C DUCT MAUNA$ OF JACOM UNUACT"G ALT. ROOF ASSEMBly
P 1 0. BOX 368 W— 9" UATENJALS ARE PROVWD TO TIC P.O. BOX 368 W— 10 MARRMS ARE PMW TO THE
SAFETY HARBOR. FLORIDA 34695 KOINT FOR 9ECFX PJtPM AM MuST BE DRAVANG NUMBER: SAFETY HARBOR, FLORIDA 34695 MOW FOR 9M PJVaB MID MET BE DRAWING NUMBER:
PHONE (813) 726-1138 JUT CDFIDOITIAL AND SEOV n= OHM AD-AC-0001 PHONE (813) 726-1138 KK OWMTLAL NO SECIV IFIEN OHM QUADZD2]
2 751
I
ADDENDUM
FOR INTERSECTING UNITS
DORMER
MAIN UNIT
�TRIPLUE YfIDE
OR Q AD WIDE
SECTION(S) I
MAXIMUM PEER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DONS MAXIIJUM HIMHT�
ZQff_2 ZONE!
DfPOSURE V 9T 56"
EXPOSURE V 39' 46-
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM INS END. EXCEPT FOR ZONE 3
EXP. V DO 2 REOUIRED EA. HALF
(IF 01,E EA. BEAM. ETC-.)
VERTIC.&L AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REOUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOUIRDENTS.
24* MAXIMUM SPACING TO FIRST SIDWAU. TIE
FROM EACH END OF THE UNIT (=AS TYP.
00 OF WIDE TIE-DOWH REOUIR
2 LONGITUDINAL TIES REOUIRED AT EACH HALF
INS E]ND ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAMJNG ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT TMS AREA-)
EN.* r np DAPIA APPROVAL,
RPP.ROY5 - - -
� NT
NOTES:
.*' G%S
1. FOR WAD SECTIONS. EACH VOUBLE KCTIOIT OF THE UNIT SHALL BE DESIGNM No. APPROVED BYp",
INDEPENDENT OF THE OTIO STRUCTUIRL (IL SHEARWALLS, TIE-DDWNS, ROM- /ENEW035�'
BEAMS. COLUMN SUPPORTS. ETC ARE CALCULATED FOR EACIi UULTI-SECTION.) I-
5
IF
INC
Lp
/OM %
NOTICE. DRAWN BY. D" 5-16-95 REV. LETTER-
JACOBSEN HOMES smmamms mm C.L.Y.
MNAL PRWMUARY AND COW—'- DRAWING 1ITLE
P.O. Box 368 MATERIALS Or JACOM HANtffACILRINC ADDENDUM -INT. UNITS
W_ 9" UAWRAS AK PROVIDO) 10 TK
SAFETY HARBOR. FLORIDA 34695 KOINDIT F(R SUM FURPM kO UM K DRAWING NUMBEk
m PHONE (813) 726-1138 WT 0WIDDITIA NO SE00 TRW OrtM QUADADD1
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 I�STALLEID 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 H ' OME). TPIS FAN IS SWITCH CONTPOLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE
USE. OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOM:EOWNER
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)
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NOTICE:
TKSE SPEOFICATIONS AND DRAWNGS ARE
MORAL, PRWKTARY. AND CONTEDMAL
UhTMALS OF JACOOMN UANL1rAC7"G
W_ RICH MATEFULS ARE PROMM 10 W
AEOP9XT TOR SKCFX PJMM AND MST BE
OUT C06MM4 AND XaV rROM 0DIM
APPROVED BY
...
gum
Mm
ICLY. 1 9-28-95
W.H. VENT. SYS. I B
AD-AC-0100
78
3
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
0.1310 )
NAILS OR 7/16" X 16 GA.
STAPLES PER TABLE:
0. 0160 X 1 1/2* MIN. STEEL Y
STRAP 0 480 O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW;
NDS01
(ALL ZONES)
(ALL DPMRES)
FOR GAPS IN FLOOR SYSTDAS
TO 11f, INCREASE LAG LENGTH 10
AND FOR GAPS TO 3A. INCREASE
LAG LENGTH 1 1/27.
STALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45*
ANGLE FROM VERTICAL. SEE- DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
-1 1/4" TO 3/4* GAP
WOOD SHIM AT ALL LAG
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE N07E 2)
We UK
Dpom
3/r X 3 lIr LAG gr IF
MAN" SPAGM
30 CL SlRAP FASWO W/
7/16- 119 Gk SFAIM
MAXM SPA=
I" ZOW
DrOM
MINIMUM NWOM CF FASMM REGAM
IX131, x I I/Y KAILS
711ir I ill GL SLARn
2
lir 06C.
2 1/4! CLQ
2
3
5
v
17' Ot.
1 7/e Clit
4
7
lir 06t
r ox.
4
7
I
W ckc.
I 1/f mc.
5
1 a
NOTESo
I. I' MIN, PMMMN 15 REQUI10 ON STAES FOR MK 0601C SIW.
L WOOD SHIMS 70 BE Ril F FRW SPF J3 UK OR GEM
r4' X CAP VIDIN MIN. SIZE)
osol OR PLW= VAY BE USED IF WIMMS EQUALS GAP VIDTH-r X C UDL 90
I IW UA)WA SDEIIALL HWIT.
4. SEE OM WEALS FOR SEALM FIAM FOR AIR MIRATION.
, - :FlEgarlo-6
-john C. on, P.!=.
jKV Engnmring, lm-
APPROVED BY
rReivised
day 24,2006
,I'NC.
RMOWDS
0
ZONE I INSTALLATIONS
FOR—HOMES—LOCATED—IN—ZONE—I,—F—QLLON—T!iE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. 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.
I BY lz cil,
FEB 0 1 2000
INC.
D HOME
XV stq&m
]Ron= DRAIN BY. . KV LETTM NOTICM DRAWN Or M.T. I IA': 2-1-00 KV. LE111
JACOBSEN HOMES 7NM SKXIFrA=M AND MEN= APIC M.T. 05-22-06 JACOBSEN HOMES TnscVE0=TMS AM DRAW" AK
k~L%. rM"XIAU. XW W@%LXML WAV" '11M ORCKAL PROPMART. IM CCWWENzAL DRAWWG 717LE'
P.O. BOX 36a HAMMU W 4MMOM UNWACURM M/W FLOOR FASTENING P.O. Box 363 WANYAW Or ACCORV UAWffACrJRlWC ZONE 1 INST.
HQmpvq W_ 3XH VAIMU AK FRRM 70 1W u - m 5" VATMALS ARE P90VU0 TO TK - - A
SAFM HARBOR, FLORIDA 34895 Imcrm no 94m top= he mu m DRAY" NUkWt SAFETY HARBOR. FLORIDA 34695 MCFAM rW VMM PJWM AND AW it DROM MUSER:
PHONE (813) 726-1138 wl cormunK Me um sm amn AD-FA-OWI L PHONE (727) 726-1138 MI cwmcww no lame fwcg unm AD- ZI -01-00
4 77
w
ZONE I TIE —DOWN PLACEMENT
MCAL I -BEAM
'nE-DOWN
M AIN FR E I -BEAM
7
NOTE #I-/
MAIN FRAME I -BEAM
END
SPACING
CENTER
SPACING
CENTER
SPACING
CENTER
SPACING
CENTER
SPACING
CENTER
SPACING
. DOUBLE WIDE TIE —DOWN PLACEMENT
END CENTER CE 1ER CENTER CENTER CENTER END
TYPICAL I -BEAM
TIE -DOWN
\--MPJN FRAME I -BEAM
'\-SEE NOTE 11-1/- __'��SEE NOTE 117
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM >
ISPEND CENCTER CEN.TER END
ACING1 SPA 3NG SPA NG A�CING
TRIPLE WIDE TIE —DOWN PLACEMENT
FAA,
110:0.0
ME
NOTES: ENGINEER _ff , DAPIA APPROVAL
L)Oe
SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF APPROVED BY
Z_ - ej %
MARRIAGE WALL OPENINGS WDER THAN 49 INCHES. %
N
A. o. 004548f
M 'N r14
OF Nit,
'STATE Z
f'40 Af Fr cc PA mmoxicam mm
f�
NO71C& DATE- REV. LETTER:
JACOBSEN HOMES nam sEancTms AND DRAWRM ARE 10-31-95
claam. Pmmamy. AN' CWMTLL DRAWING TITLE
P.O. BOX 368 UATMALS OF JACOM LIMLIFACMUG
W_ Sm MATERKS AK PROVIDIM TO THE TIE -DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 IREMINT FOR 7= KWM Me WSJ K
Nc PHONE (613) 726-1138 PUT CWWR& no SEata ntoU ordM DRAWING NUuBER:- AD-ZI-0020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/27 MIN. NAILS
8" O.C. MAX. SPACING, StAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
MOWM APtVWM: UAMA AP?IWVM.:
APPROVED BY
" owor Revised
N ri 11
May 24,2006
John C. Weden, p.L-. INC.
1<2 Eng*Isering. ina.
MANWAOURID MOE
CT ON AM SAFETY STANDAROS
L DRON Br DAIE REIL LEWL
0 emul= M.T. 05-22-06
va GGHFWL"oft DRAWS 17LE
MAKFAC111,111ft M1W WALL FASTENING
10 IK B
VO NO NO K DRAWMG MMKk
70 fm cum I AD-FA-0010
7A 5
ADDENDUM
MULTI —WIDE ROOF FASTENING
- kCENTER LINE OR MATING
i LINE OF 7RIPLE-WIDE UNITS
30GA. GAL% I
SEWO VATH 7/16- X 16 GA. STAPIM
FULL PDM71ON IN70 DECIONG
(SEE CHART ON AD-FA-0001 MAX SPACING)
GA. GALV. STEEL STRIP
So X LENGTH OF ROOF (SECTIONS
MAY BE OVOLAPPED 20 MIN.)
W/STAPLES AS SHOYM.
INSTALL ROOF CAP PER SET-
UP M.M. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
VAND OULECTORS REMOVED FROM
**LAG SCREW SET BACKS Roor IN ORIGNAL CONDITION,
FOR TRIPLE VADES E(CEPT FOR STAPLE HOLES.)
FOR DOUBLE WM:� PLAN ME
.2 1/4:*. 2 314C!
I I ;o,---316" X 9' LAG SCREWS **LAG SCREW Z[ BACKS
TRIPLE VADE ROOF LINE (2 I1,r SMOOTH SHANK) _,o.--FOR DOUBLE WIDES
INSTALL LAG SCREWS SEE CHART ON AD-FA--OOO1 00, FOR TRIPLE WIDES
FOR MAMW SPACING
AT A 45' ANGLE
STAGGERED .2 IX. 2 3 4'
1/.0 m VIC GA7P
ROOF PERKIM RAIL--o'
OR RIDGE BEAM
(FOR ROM BEAMS SEE NOTE J14)
CROSS—SECTION FOR GAP'S IN ROOF SYSTEMS INSTALL WOOD SH'11 AT ALL LAG
TO 1/2% INCREASE LAG LENGTH I- LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS M 3/4% INCREASE TMOUGH AND TO KEEP CONNECTION
wuT leer uf% 1�
NDS01 LAG LENGTH 1 1/2% 1
REF CALC. PG.
L Z
L ZONES) CROSS—SECTION (WLGAP) CWA-91.01-91.07
k(ALL
A )p
LL E)POSURES)
0110M APMAL
DAKA A9MAL
L 2 I/e WK PMMIIQN INTO FECCMM MGM IS PEoira FDR LM WM
I 1100ODSHIMSTOKFIFF FROUVfj3MKCItKIj
APPROVED BY
ir X r X CAP W81H UK SO*
FN�
0000r.uy
ose OR FL MAY K t= IF RM135 EQU95 Gw IDD14 X IV MIL:Mn
I SM OM MIALS FOR
I
Re,
vised
24,2006
AIIN
CMFLEIM ROOF NMCTDL
4. *0 MTALUK A LAG MTN KM A MM WK FFST-M 3/r al"a
n. R
C
A
HME TOM IM FFM I= KAK SEWO-M A 11,r HU UMCH 1W
K2 E: rIgWverhyq, Inc
FEDERAL KANUFACTURED HOME
RECG%M Ma KAI FOR IK WEAND PORWI OF LAG 9" F I MX Dw& AK
CONSTRUCTION AND SAFETY STANDARDS
MI. 31ir L44 =REVES CHILT.
& 10r MAMM WEVAIL HEIGff.
1771=1
JACOBSEN HOMES
.,.C.N,.gnO0r' A.. AK
DRAW M.T.
1' 05-22-06
-fuLEm3t
EIDEMI
P.O. BOX 36a
WAIDUILS Or ACOM RA"ACRN*C
W. 201 VA70LUS ME MAID TO 1K
C
DRAY" IIAL,
M/W ROOF FASTENING
Ei
Fmime.
SAI'm HARBOR. FLORIDA 34695
PHONE (813) 726-1138
wmmff Irm Yam ptwm no mm K
WT CWMDG& W WO F� 01HUM
muBm AD-FA-0020
75
ZONE I TIE —DOWNS
MARRIAGE W ' All
OPENING TIE -DOWN
(REQUIRED AT OPENINGS
r
ONLY. OPTIONAL, AT
SEE DETAIL - 'A' OTHER LOCATIONS) FRAME TlE-DOWN
SEE DETAIL - V
SINGLE WIDE TIE —DOWN
NOTE:
C SEC11ON
MARRIAGE WALL -
SIMILAR TO
OPENING TIE -DOWN
SINGLE WIDE
(REQUIRED AT OPENIN,
FRAME TIE -DOWN
ONLY. OPTIONAL AT
I
OTHER LOCATIONS.)
PULL DOWN TIGHT M --/
GROUND ANCHOR DETAIL 'A'
DOUBLE WIDE TIE —DOWN
NOTE:
A & B SECTIONS
SIMILAR TO DOUBLE
WIDE ME —DOWN
TRIPLE WIDE TIE —DOWN
BUME WITH 20251
ry MINIMUM
SEE DETAIL - 'A'
SEE DETAIL - '13'
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANDiOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAVE GROUND
ANCHOR, A DOUBLE WAED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE IE-DOWN STRAPPING (3isb LBS. MNOWUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4- X .035' MINIMUM
ZINK COATED STEEL STRAP. OR EOUAL WITH 31so*
CAPACITY MINIMUM) x 109 = 4*77,,5 4 uummwrw
. t-VAC 0qrjc�cjT%j
NOTES: ENO _ A DARA AITROVAL
1. SEE DETAIL 13' PAGE 4 Rm MARRIAGE wgL
,:b �s ..'e, �, f I F 1
4b 3,11 APPROVED BY
.c
OPENINGS GREATER THAN 49 INCHES. & UP 'To I-Ir-6- Wtgvr 46
2 SEE TIE -DOWN SPACING CHART ON PAGE -Z EDR
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'K PAGE FDR TYPICAL I -BEAM
PIER CCINSTRUCTKK STATEOF INS
INC
Ito R%Dt�-- fi.%
EDO
N071CR mm BY: DATE: REV. LETTER-
JACOBSEN HOMES MSE SKCIFICAMM mm cumm ARE RR 10-31-95
CRIONAL PROPMETARY. AND OWWTIAL RAWNG 'nRE-
P 0. BOX 368 UATMALS OF JACOIW MWXACT"C ZONE I TIE -DOWNS
W_ 9XH WATIEWLS AK PROVIDED 70 THE
SAFETY HAiBOR, FLORIDA 34695 MWENT FOR 9WX PMM Am um K DRAWING NUUBEX-
PHONE (813) 726-1138 KK COWKNUL 90 SECRU FROWI ODM AD-Zl-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RM CAP COVERING
MM OF ROOF (MR f OVERLAP AT SEAM)
SECURED WRH #8 X 711C HEAD X f FULLY WillEADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIBI VAININ END ZONE)
I
#8 X 7/16m HEAD X Z
FULLY THREADED SCREW
RIDGE CAP —r--' I (NO MORE THAN 12- O.C.)
C>
C>
lac
m
m
r
i,LT IMPREGNATED
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
METAL ROOF PANELS STOP
APP. _5' FROM CEN'TER LINE
Ref EX-1 3-0051 and \--30 GA. GALV. S7EEL S7RP
50 X LENGTH OF ROOF (SEE 0-FA-0020)
AD-FA-0020 SECURED " 7,Ar X 16 GA. STAPLES
NDS01 FULL PUMTON INTO DECI(ING
(ALL ZONES) (SEE CHART ON AD-FA-ODDl MAX. SPACING)
(ALL EXPOS0M)
NOTES:
1. SEE OTHER DETAILS FOR CONNEC11ONS BETWEEN SECTIONS 4:
2. STANDARD 7/16m O.S.B. (24/16 INDEX) ROOF SHEATHING.
3. METAL PANELS ARE 29 GA. MIN. STEEL WFIH 9' ac, IaBs
4. SCREW HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVM SCRM)
CENTER OR MATING LINE
JftC.Dwjei_l, F".-I
mg, Inc:
N07M
JACOBSEN HOMES Tdm Swumm m mom w
amw_ pumm = cwmm
&IATIN= W 41140M WRIFACMIM
P.OL BOX 365 on 5101 MAINU ARE POW 10 ME
SAMW HARBOK FLORIDA M95 mmwfmg=Rwmmwlr
PHONE (813) 726-1135 WT cawmaK " =117 Ilml allm
APPROVED BY
Sep 10,2008
N PEW.
FEDERAL MANUFACTURED ROME
CONSTRUCnOK AND SAFETY STANDARDS
D.M.T. I ' 08-25-08
METAL ROOF RIDGE CAP
AD-FA-0021
74 7
ADDENDUM -
MULTI- -WIDE ROOF SEALING/C LOSE- UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD—FA-0020)
6" STRIP ROOFING CEMENT.
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15#- FELT UNDERLAYMENT
��o MULTI —WIDE ROOF LINE
NOTICE
JACOBSEN HOMES THESE SPEOFICATMS AND DRAUNGS ARE
CIMAL PROPMETARY. AND CDWMTLAL
P.O. BOX 368 MA70MS CF JACWSEN MAIAXACMUG
wt SIM UATims ARE PROMIDED TO THE
SAFETY HARBOR. FLORIDA 34695 Alow FOR gum mrm " um K
PHONE (813) 726-1138 IVT CONFMTK AM SEaV n= OTAX
BEAD OF ROOFING CEMENT
RECOMMENDED EACH' SIDE
DAPIA
'ROVED BY
1 5 M
I mr,",
C.L.Y. I DATV 6-5-95 REV. LETTEM
M/W ROOF SEALING
Z AD-FA-0025 I -
A
ADDENDUM
TYPICAL -MULTI- WIDE TIE -DOWN PLACEMENT
K NOR 2
A B c
LARGE OPENING 24"
e%
L24j'
COLUM4 SUPPORT TE-DON STIZAPS. REMO AT COLLMN LOCATIONS
ON EAM SIDE OF OPENINGS GREATER THAN 48' IN MOTH.
MULI-WIDE FLOOR SHOW
SEPERAIIED FOR CLARITY
STANDARD 01CAL BE-DOW SIM OR ANCHOR
EIRODS (SEE TIE-DOW SPAW TAIKES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOVD).
ALSO SEE NOTE 3.
STANDARD VERXAL lIE-DOW STRAPS OR ANCHOR
BROETS TO BE INSTALLED A MAXIMUM OF 2'-0*
(241 FROM EADi END OF THE UNIT.
FOR TRIPLE VDE AND LARGER UNIT DESIGNS, INSTALL 0101111161 111,,,
ALL TIEDOffi MAPS AS SIM IN MIS DETAIL. c . �9i
NOTES:
DAPIA APPROVAL
1. LARGE OPENING = ANY OPENNG WIDER THAN MAX. RE-ClOffi SPACING ALLOYMO.
fNES7133571
OVEDBY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD 071M TIE-DOYMN SPACI
SO LONG AS, THE AVERAGE SPACING[ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM IE-DOYN
OF
SPACING REOURED ON THE APPROPRIATE VERTICAL/FRAME
I
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
5 1111
Nr
I INSTALL FRAME TIES AT ALL WRTICAL TIE -DOWN LOCATIONS.
10 t
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREUENTS.
A-C
;;Zk; it TIE-DOW
DEVIMS ARI MO BY OTHERS
JACOBSEN HOMES
NOTICE
THESE SPEOnCAUNS AND DUMNIZ ARE
DRAW BY: . DATE-
C.L.Y. 6-1-95
REV. LETTER:
DRAWNG TIRE
TYP. MULTI-NOE T/D
P.O. BOX 368
m
MGM- PROWMT, MD COWIDEMPA
MATERIALS OF JACOM MANUFAC11"C
TO THE
A
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
W_ SUCH WATEM9S AM PROWED
ncmff rcR Pm Pmmu AmD mm 9E
PUT CWMn& NO SECWT rRM OTHM
DRAMNG NUUBM'
AD-TD-0310
8
7A
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A
LARGE OPENING
SEE NOTE I
.11powriw lLnjlw% 1IL7-uuwn ainwa UK PJVJM
KAWS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMLIM SPACING ALILOWED).
AM SEE NOTE .1
STANDARD VERXAL TE-DOWIN STRAPS OR ANCHOR
BRACXETS TO BE INSTALLED A MAXIMUM OF 2*-0*
(241 FROM EADi END OF THE UNIT
NOTES:
I. LARGE OPENING = ANY OPENING WIDER IHAN MAX TE-DOWN SPACING ALLOymi
Z VERTICAL T&DOWNS MAY EkEED THE STANDARD VERTICAL TIE-DOwN SPACI "A
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES HOT EXCEED THE
MAXIMUM TE-DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE-DO%N SPACING TABLES (SEE OM DETAILS).
3. INSTALL FRAME TIES AT ALL VERMAL TiE-DOWN LOCAIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REOLAREMENTS,
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
11111it'j", i
�VEEIMPRVIW. , 0 ... -
ENE8703571 .1
f
ANCHOSIRIAIC11KET AND 7IE-DOWN
DEVICES ARE CERTIFIED BY OTHERS
N0710E I DRAWN BY -
THESE SPEonCATIONS NO DRAWKS ARE
ORIGUM. PRCIPIRSETARY. AND COWMIK
MATERIALS OF 44COBSEN MANINACMING
W_ 9XH HATERIkS AM PROWEID TO THE
KWIENT FOR 9W MOSES NO WUST K
W7 CwwTK no SEIMET " OTrom
ROVED BY
I - 5
C.L.Y. I lA' 5-31-95
TYP. SINGLE WIDE T/D
Fc
AD—TD-0300
li
� I
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
ml�
S'
(SE1
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
3EAD OF ROOFING CEMENT
2 BEADS REQ'D HIGH SIDE
BEAD RECO MMENDED ON
HE LOW SIDE)
1. 30 GA. GALV. STRIPS USED MAY BE VAND DEFLECTORS
AT
OVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
irrINC
JW 5 19%
JACOBSEN HOMES
NOnCF_
THESE SPECIMATIONS AND DRAVANGS ARE
DRAWN BY-
C.L.Y.
DATE:
6-5-95
KV. LEMR:
P.O. BOX 368
CRONAL PROMETARY, AND wauLxwkL
MATMALS OF JACOBSEN IJANffACT"C
DRAWING 71TIJE:-
M/W ROOF SEALING
SAFETY HARBOR. FLORIDA 34695
W_ SUCH NATERWS ARE PROVIDED TO THE
FICPENT rOR SPECFX RMOSES AND Ml BE
DRAWLNG NUMBER:
PHONE (813) 726-1138
PUT CWMnk APO SEOV rROW OMM
AD—FA-0026
72
9
SHIPPED LOOSE HEARTH EXTENSIONS
REARTH. INSTATLATInH-
1. REVOW MY CAM AND/CR PAD FROM UNDM THE HEARTH UTENSON AREA.
I WSPECT -THE CAL RASHING IN THE HEARTH AREA TO INSURE THAT IT HAS
80 INST&B (US FLASHM MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE "THI
I LOWE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOW) AND INSTALL FOLLOYANG
THESE SIM
A. CAREFMY PLAM THE HEMTH EXIENSION IN THE PROPER LOCATION K FRONT
OF THE FIREPLACE ASSEIS t
IL SEMK THE HEARTH EXTENSION 10 THE FLOOR W/ 4 13 x 2' WOOO Some
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH UTENSION
VA7H A KON-COMBUSTABLE CAULOG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCRDRS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
NQTES:
1. A TYPICAL ILE FRONT FIREPLACE IS SHOWN, HOWEVER THS DETAIL
APPLIES TO ALL FACT09Y 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
APPROVED BY
000
JW 2 8 V%
ON rl4lNC
fict"WwAcroopm
cmftvvqAwsvm
NOMCE LKAM VT:. I LIAIL: REV. LET7ER:
r-= JACOBSEN HOMES 1HESE SPEaFICAMNS AND DRAWNGS ARE C.L.Y. 6-16-95
OffiGMAL. PROPWARY. MD CONFIOENTLAL DUMNG TITLE..
P.O. BOX 368 mATER4ALS Or JACOBSEN MWACARNG SHIP —LOOSE HEARTH
W_ RKH MAMMS AM PROV= 70 DE
SAFETY HARBOR. FLORIDA 34695 mava rcR gm Kip= mo Ksi K DRAWING NUMBEk -
PHOkE (613) 726-1138 IVT cwmnk me Nov m OTHUM
— AD—FP-0001
a
ADDENDUM
184 11 WIDE COLUMN TIE —DOWN APPLICATION
COLUMN Ile C"ll lw
EE TABLE FOR MAMM SPAN FOR COLUMNS 'A' OR 'V
COLUMN IV
SEE TABLE FOR MAXIIM SPAN FOR COLUMNS APPROVED P_Y
SEE TABLE FOR SPAN COL. 'r SEE TME FOR M STPAN COL . INC.
FED L MANUFACTURED HOMIE
TIM AND SAFETY SWIDARD-3
MAR 0 3 1999
COLUMN 'r 11 COLUMN r coulum v
SEE TABLE FDR MAXIM SPAN FOR COLUMIN 'r
TYPE OF ANCHORING REQb
(SEE AD-ID-101.
AD-TD-OM AND
AD-M-M3)
SEE NOE I
MAXMM ALIDWABLE SPAN
COLUIINS *A*. V. V OR Ir
COLUMNS V OR V
COLUMN r
:d
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
zow 3
'V
EXP. V
EXP. 'V
EXP. V
EXP. V
EXP. V
W. V
EW. V
EXP. V
EXP. V
2 - 31501 ANCHORS
31-4!
2W-6'
2V-4*
26'-4*
3"r-4'
25W
29r-4*
21Y-4*
3r-4'
25-6*
29-4!
21Y-C
I - 31501 ANCHOR
lf-ld*
L
16-31
W-6,
12'-Id*
14!-7"
Ily-y
IW-6'
ce-10,
W-7'
16-y
1 - 40ODi ANCHOR
2S-V
16*-4'
1 llr-7-
IX-0-
2-V-8-
16'-4-
le-7-
IS -Or
23'-S-
16'-4-
18'-7-
IS-O"
NOMS:
1. SEE AD-M-0251. AD-M-0252 AND AD-M-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-M-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
No.
910334
Act
STATE OF Z
s.
J I NOTICR V /' - , I 'wm-z
ACOBSEN HOMES TWSE SKCMDOKS AND GRAWNCS ARE
CWHAL PROPRIETARY. AND OONFIODMAL [i�DRA
P.O. BOX 368 WERIALS OF JACOBSEN MANWACRIRK MN
M SUCH MATERI&S AM PROV= TO IHE 1 84
SAFETY HARBOR, FLORIDA 34695 RECPUT rOR SPEOM KNOSES AM WM BE )RAw'mG
I I PHONE (727) 726-1138 PUI CONTIODMAL AND SEW rROU OnM
A APFROVI" 0 3 -WtjU
APPROVED BY
M. T. I DA' 2-9-99
COL. TIE —DOWN APPL.—
AD—TO-0254
10
71
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 111 MIN.
MARRIAGE LINE OF MULTI -WIDE
FLOOR 11 FLOOR
VERTICAL ME-DOM
TYPE 1. FINISH B.
,GRADE I STEEL STRAPPING
1 1/4' WIDE & O�035"
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENONEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91,
STANDARD SPECIFICA71ON FOR
STRAPPING . FLAT STEEL. AND SEALS.
5
11
amemm
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES: DXIT,�rJ� Do DAPIA APPROVAL
I . ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON STE. \PPROVED BYAr-
No.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING E N rE 8 7 0 5
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR JL"
ATION.
-0
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
INC
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
-did IDPAWler DAM- REV. LETTER:-
N077CEk
JACOBSEN HOMES THM SKOFICAMM AM OUVOM W C.L.Y. 5-25-95
W=X. rM.IrMIMT. AM U"L"IVL DRAWING TITLE'
P.O. BOX 368 MAIMALS OF JACWSEm uANLFACMaNa COL. TIE -DOWN APPL.
W_ SLKH MA7DMU AM FRDVM TO DIE
SAFETY HARBOR. FLORIDA 34695 PEOPIXT FCR SPECIX RNM No MM K DRAWING NUMBER:
PHONE (813) 726-1138 107 cwmnk #M SIM no OrMIS 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 howthe 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- I working condition by testing if frequently
in ac . cordance with the manufacturer's instructions.
The alarms operate on household cur -rent, 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
IZ E- V,
2 5 20
I N C.
FEDERAL &IANUFACTURED HOME
CONSTRUCTION AND SAFEIY STANDANUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
70
TRUSS SHEATHING
APPROVED EY
— -11 Nk' -
MEHOME -.0'
MNSIMILOINIANDSAFErYSTUMM
DEALER (SET-UP) INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
'I in' alfu . — ve— .— ---
APPLIED TO F
RRECTLY ABC
(APPLICABLE
MARRIAGE WALL
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
-----------
IHE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
3/8' 9611HING TO BE INSTALLED ON-SM
OPENINGS IN TRUSS SHEATHING MAY 91 LOCATED AT ANT LDCA71ON
ALONG THE LENGTH OF THE TRUSS.
WINDZONE III
(10- X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
(110 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL-
1. 3/8* UIN. RATED SHEA7WG FASTENED 70 ROOF 7M WITH 7/16- X
1 1/2' x ir, ck itim. s7ApLES 1 1/4' D.C. AT PANEL EDGES AND 3' D.C.
AT ALL FRAUING UIUMS. (No GLUEREWM)
APPROVED EY
PN
MAT t
INC.
K2
mmin 1w.
FEDERAL MANUMMRED ROME
CMIRMION AND SAFEFY STANDARDS
JACOBSEN HOMES
NOTICE:
MM SPMnCAn(WS AXO DRAWINGS ME
DRAM BY:
R.R.
DATE-
4-27-98
REV. LETTER:
Rd
P.O. Box 368
ORIGINAL. PRWRIETARY. AND OONFIDENIIAL
UAlERIALS OF JACOGSD IAAMWAC7URING
WC. 9101 MA7011ALS ARE
TRUSS SHEATHING
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
PROVIDED TO THE
RECPZMT IFOR W[CFIC MWOSES AM NUST BE
KEPI
DRAWWC NUMBER:
-
comnDENIiAL AND SFO?n ROM Olwn.
AD—HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 f MIN.
11
VARRIAGE LINE OF IJULTI-ADE
FLOOR
VERTICAL IIE-DOWN
TYPE 1. FINISH B.
G AIDE I STEEL STRAPPING
IR�/4- WIDE & 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCH17ECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE
GROUND ANCHOR 3150#)
NOTES:
ENO DAPIA APPROVAL*
'P`A APP
%
I. ALL ANCHORING EQUIPMENT SUPPUED
V IN 0
0. PROVEDBY
BY AND INSTALLED BY OTHERS- ON SITE.
.
A,
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
NE8
j
SHALL HAVE A RESISTANCE TO WEATHER
DETERIOR-
JUN 1 5 IM
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM
F
*41
In
INC,
REQUIRES
OF EXTERNAL STRAPS OR CABLES.
THE USE
01 cm — FmFlp
%
%
r=
JACOBSEN HOMES
NOnC&
wsE spEancATxxs A-o DRA,,mm ARE
IA
Cl Y. 5-25-95
REV' LETTEp_-
I
m
P.O. BOX 368
WMAL PROPRIETARY. AND OMnD(XM
UAIERIALS OF 4WOM "ffACT"C
DRAWING 7ITLL-
COL lIE—DOWN APPL.
%I-
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
wt Wof MOULS ARE PROCED TO 7w
REOW FOR SKCM RIMS kID MW BE
ol ommnk no mov nmw omm
DRAMNG NUMBER:
AD—TD-0252
12 Ack
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRJAGE LINE OF WUL71-WIDE
FLOOR
"—VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE I STEEL STRAPPING
1 1/4" WIDE & 0.035"
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
ANCHORING EOUIPMENT
STRAPPING. FLAT STEEL, AND SEALS.
CAPABLE OF RESISTING
0
THE WORKING LOAD 0
0
OF 3150 111 MIN.
0 ANGLE SHOWN.
3Y ANGLE 35' ANGLE
ANDiORS INSTAM 24* APART
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
NOTES: EN, PwVALU DAPIA APPROVAL
S"
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE. N APF.:,;*�.. 'w"ED 13YxrL,_
2. ANCHORING EOUIPMENT' EXPOSED TO WEATHERING ENE8 5
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
JUN 1 5 19
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WERE THE ANCHORING SYSTEM REOUIRES DiE USE INC
OF EXTERNAL STRAPS OR CABLES.
N0711C& REV. LEM*
JACOBSEN HOMES mE vEonCATMS AM DRAWM AM C.L.Y. 5-31-95
ORIMAL PROF%nAR7. AND CONFM7)AL DRAMNG TITLE:-
P.O. BOX 368 UATUW OF JACOBSEN MANIXACY"G COL. TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 W_ M MAWRLALS W PROMM 70 THE A
MOVIT NR SUM PJMM AND VM BE AMNG NUMBER:
%.. NE PHONE (813) 726-1138 XM 0WIDDIRk NO SEM13 FROM OHM AD-TD-0251
HINGED ROOF DETAIL
INUMM Or VAa M W MW RM
mm Pomm M Sa_w PM70 Is
wwx u Ill.
LR MM MW MM SSUAIMY "
MEDUM WAMS ND NX WX 12 F&T
APAW U)CAIIE MM POM KM 3r CIF
EM CF ROIW SEQX W AM LF7KG MW
2 FEEr CF A 9M N H FAM RAIL
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET—UP POSITION
NDSOI
NOTES:
1. WAM Un ROOF SECTO N THE L4SM POMM 89M SUMM HM
KNG PMM KM POSM
HNZI IN POST TO MM K^
6 SPF J3 FD8,0C POST TW M
- licirwin Mont 3- f8ir
am
REF. CALC. PG. C-RF- 223.0 - 223.6
4— --
.RZ to fa
John C, Medan, P.L.
X2 Engixaring, Inc
.ff
NOTIICR
JACOBSEN HOMES *m vm=um m mum w
MMAL. MWWMY AM CWMDM&
Min Po. Box ma MANUBMS W 4UMMM WANFACPSM
DAWf7l w_ so MATIlm" AK 10 WE
SUM HARBOR. FLORlDA 34695 FICIt pirm me aw K.
L U= PHONE (813) 726-1138 WT COVEBOX NO SWU FMM GM&
APPROVED BY
0orRevised
J il N C.
un 06,2006
FFDFRAI 11LANUFACTURF11 HOMF
CONSTRUCTION AND SAFETY STANDARDS
O.A. 1 06-02-06
HINGED ROOF DETAIL
,
AD-HR-0002
69
13
HINGED ROOF DETAIL
;UMBUYMENT TO BE QUED 3' MIN.
C14 BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND.1
RAISE EXTENDED SNINGLE AND UNDEF&IMENT kV
a
FOR WIND
AND A MIN. 4 I1r WDIH OF ROWING -CEUENT To
TOP Or LAST SON= ROW ON FIXED Roor SECTIoK
(THIS IS M BE DONE 13EFORE RAISINC HINGED
ROOr SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACK 2 X C X Ir BLOCK BMD 2 X 6
OVERHM FASCIA BOARDS AND SECURE NTH
3-15 X r WOOD SCREIA EACH SIX OF GAP. APPROVED BY
Revised
Nov 30,2006
IN rA
INC.
CAI' MAHWAMRED HOME DARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
VANDZONE 11
(110 MF4i)
ALL EXPOSLIRES
NOTES:
1. BRACE KAISED ROOF SECTION V THE ItAW P0910 BEFORE SIVIONG 00
KING POSTS MID POSM
5 11117-91010 -
John C. DOOdIA P-k
K2 lEnOWNWO Ur -
Non= Balm BY: DATE:' REV. L07M
JACOBSEN HOMES mm$PDVUVM AM WAIIINW AM D.T. 10-02-06
CR=Lg. PWRXM. = 0W98MX DRAWC TITLE.
P.06 Box 368 MAMIMS Or ACMW UNWACIU111110 HINGED ROOF DETAIL
SWEN KAMM. FLORIDA 34695 W_ SM MAII)RALS AK PRO*= V M A
ffmw I'm mm Won AM V= K NAWM MAKR.
MONE (613) 726-1135 comraillmouL in sm am 6"m AO—HR-0003
11
ADDENDUM
CO LUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUUN 'B'
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS *A' OR *B'
COLUum 'C' COLUMN V
SEE TABLE FOR mA)auum sPAN FOR COLUMNS V OR V
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX. SP!�
COLUMN 'r COLUMN 'r COLUUN 'G'
SEE TABLE FOR umuLu SPAN FOR COLUMN 'F
MAXIMUM AUDWABLE SPAN
TYPE Or MCHCRING REWD
COLUMNS W. V, '0' OR 'E'
COLUMNS *B' OR *G'
tOLUMN r
(SEE AD-TD-0251.
AD-TD-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-M-0253)
SEE N07E I
EXP. V
EXP. '0'
OF. V
EXP.
EXP. *C'
EXP. V
EXP. 'C'
EXP. V
EXP. *C`
W. 'IF
EV. V
EXP. V
2 - 31501 MCNORS
43-Or
29*-6'
3y-g,
2X-7"
4S-Or
29'-6'
3S-9'
2S-7"
4S-O'
29'-6-
33,-g,
23-7*
I - 3150J ANCHOR
21*-6'
14'-g*
15*-10*
W-10*
21*-6*
14*-g*
I
16'-10'
If-10,
21'-6'
14'-V
I
16*-10*
lf-10,
I - 40001 MCHOR
27*-3'
I
zi'-5*
15,-0*
I I
2'f 3'
is'-g*
I 1
-
21*-5'
157-0*
27-3*
IV-g*
1
21'-S'
1
IV-0,
.
NOTES:
.1
ENGINEER APPROVAL'
DAPIA APPROVAL'
APPRO BYAA.-
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-M-0001 FOR ADDITIONAL NOTES ON ANCHOR
�e
lN A
INSTALLATIION.
[iJob �C. Doe n,I�Y�
W d
INC
KmwKwwqA0u=Nm
15133 C. R. 22
Goshen, IN 46526
JACOBSEN HOMES
NOMC&
THM SPEOnCATIONS
DRAW BY.
C.L.Y.
IA TE: 5-31-95
REV. LE71m:
P.O. BOX 368
AW DRAWNW AM
MONAL PRWWARY. AND CMUMm
MATERIALS OF MOM MWACUM
A
DRAWING TITLE.'
COL TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695
W_ RKH VATERULS AK PROV= TO THE
REC1`00 FOR PECFIC PJF= NO NMI K
DRAV4NG NUMBER:
PHONE (813) 726-1138
PVT. CMFMTA AM SECWt fMW ODM
AD-TD-0250
14
67
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH.�
17 LIAY BE LENGTHENED BY USING A CRUP SEAL WTH
A WORKING LOAD OF 3150 POUNDS.
A0
ve 0 /1 ;9
NAGONAL FRAME TIE
A
AN CHORING EOUIPMENT
CAPABLE OF RESIS71MG
THE WORKING LOAD
REOUIRED ON THE
TIE —DOWN SPACING
JABLES (SEE OTHER
DETAILS FOR TABLES)
SEE 07HER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED. USE VERTICAL
TIE —DOWN TYPE 1. FINISH B.
GRADE I STEEL STRAPPING
1 1/4' WIDE & 0.035' C>
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WTH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
I
NOTES:
E��iN�. ..p
DANA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL
No.
FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT
910334
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
-0-
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
�i STATEE C-)c
_ft" REVISED
ATION.
C) N
N
14INC.
102396
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE
USE
AIA�*
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
�gtu
FODERAL MAWFACURED NOW
CV�AND.WVff5MDMV5
FE=1 JACOBSEN HOMES
NO'nCE /'DRAV-N
THESE SPECIFICATIONS AND DRAVdift An
R.R.
DIT&
10-05-96
REV. LETTER:
PON p
P 0. BOX 368
OPIDIM. PROPMETARY. AND MinDDITLAL
UATERIALS OF JP6COBSER MAINFACTISUG
—
DRAIMNG 7lnF--
ALT.
TIE -DOWN APPL.
IF
PC SUCH UP.TERIALS AK PROVIDED TO THE
bl3M
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1135
FICINENT fOt VECFX PjWMES AND at
OUT CMIDERTILAL NO SEDV ITIOW UOLT15mml
DRAWING NUUBER:-
AD-TD-0210
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED NTH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK ONE-PIECE SHINGLE
UNDERLA`NENT 71
.............
2" MIN. OVERLAP (TYP.)
.........
F=
C.:l
. . . ..........
En
.........
---------------- . . . . . . . . . . . . .
. .................................... I .
LLJ .'6' MIN ' TAR AS SHON
.............. .... ED ON SITE)
Ah
(APPLI
E3
12 .................... . .........
CD
.................................
NOTE
V.-
+............
+
... .. ....
...... 3' MIN. ......
DETAIL 'A'
;tc ckc
. _2
Ln
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH-6 STAPLES (11' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
KtMUVL Illt UNL PILUC. )nnu7Lr_ UPIULINLMIMLI-41 11-4 In, -
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15# FELT AND SHINGLES.
DETAIL IT
VdNDZONE III
(110 MPH)
ALL EXPOSURES
NOTES:
UAM AFtWVAU
1. CEMENTING OF l5f FELT IS NOT REOUIRED IN ANY AREA EXCEPT WiERE 'NOTED. ARPROVED
BY
2. FASTENING OF 151 FELT -IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON 97E 15j FELT ONTO THE HAD ROOF A MIN. OF 6' AND UMER W LAST
+ COIJRSE OF FACTORY INSTAI.LED SHINGLES F NEEDED 70 MAINTAIN THE 6* MIN. OVERL0 ONTO THE FIXED ROOFg.
INC.
4. INCLUDED IN IM HINGED ROOF ADDENDLIM ARE DETAILS: AD—HR-0001 (WTH SPECIFIC END PANEL LAYOUT).
AD—KR—ODOZ AD—HR-0003. AND AD-+[R—OOG4. FEDE
AL MANUFACTURED HOME
CONc
TRUVION AND SAFETY STANDARUS
JACOBSEN HOMES
NOW&
THESE SPEC111CATIO0 AND DRANNGS ARE
DRAWN BY.
M.T.
DATE.-
9-20-03
REV. LETTER_
DRAWNG TITLE-. SHINGLE
AND UNDERLAYMENT
OWMAL PREIPRETMY, AND C0*100M
MATERIALS OF JACOBSEN MANUFACTLOW
P.O. BOX 36a
W. SM UAMERIALS ARE PROYM 10 W
APPLICATION
ON HINGED SECTION
DRAWNG NUMBER:
AD-HR-0005
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
WMIT FOR WEINX MFM IM UM BE
NEPT CEIFIDENIIAL AND 93W FW9 OTIM
66
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES 10 -
HINGED RAFTER WITH #8 X 4' SCREWS,
6--1/22" D.C.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED VOTH (6) 71/16' X 1 112' X 16 GA.
STAPLES INTO EACH 15' O.C. RAFTER 'AND
3 1/2N O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NDSOI
NOTEge
1. SEE AD—HR-0007 FOR INSTALLATION OF UNDEIRLAYMENT AND SHNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL WINDZDNES
ALL EXPOSURES
20 PSF ROOr
10 PSF D.L.
CRC - 167.01 - 167.02
INEER APPROVAL DAPA APPROVAL
APPROVEll BY Relvised
04 alm 09,2006
Jc)hn 0. Dosijwi, P.L INAiINC.
.92 EnWmring, Iric MAIMS
NOTIC& UKATIN VT. REV. LETO:
[:=JACOBSEN HOMES IWSE VICIFICAIMONS AM MAWKS ME O.A. 06-06-06
oacmm_ " WFITLAL DRAVANG 1ILL,
PA Box 368 R&IDIIALS Or J%COBZN MAKFACIURING
SAFETY HARBORo FLORIDA 34695 INC. SIL" MAnRU W MMM TO DE PEAK INSTALLATION DETAILS A
Kapon rat SpEcm Pirm AND IR41 IIE DRAWING MJWM- . ?
PHONE (727) 726-1139 lVf CMWVDM4 AN 3RW FISOM 011m AD-W-0006
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
-10
yv
DIAGONAL FRAME TIE
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REOUIRED ON THE
ME -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VER71CAL TIE -DOWN ANCHOR BRACKET
r(FACTORY INSTALLED)
CRIMP SEAL
(31500 WORKING LOAD)
:E
VERTICAL TIE�DOWN ca
TYPE 1. FINISH B. cc
GRADE I STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY LLj
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM- STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
RA US CLIP
aI I
'I
RADIUS CUP MUST BE INSTALLED ON
I M I E
ALL TIE-DO%N ANIOHOR BRACI(ETS.
I Ed I
(INSTALLER TO FABRICATE RADIUS CUP
.Ed
BY PLACING A STRAIGHT 3* LENGTH OF
1 1/4' X O.OW ME -DOWN 57W
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
I I M I E
THE ME -DOWN 57RAP FROM THE BRACKET EDGES.
I I EL
INSTALL THE 'BE -DOWN STRAP THROUGH THE SLOT
77-7 . . I
IN THE BRACKET 'QHjjLP_Q_r THE RADIUS CUP.
NOTES:
I. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUIPPL
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).
C' DO
mlk"O"No. '0-*-.'
: ENE870357L-
"'AfAl''.-N
-1 A
AN BR TIE-DOYN
MIACES ARE CERTMO By OTHERS
JACOBSEN HOMES
NO710E:
iwsE spEancAmNs mo DRAvA%m ARE
ORIGINAL PROMTARY. AND OONrWTLk
I
P.O. BOX 368
m
MATERIALS Or JACOBSEN UMLPrACWW
SAFETY HARBOR, FLORIDA 34695
W_ SLXH MAWRIALS AFIE PRDKD TO IK
RECIIN'T rOR SPECFIC PJrM AND INS BE
PHONE (BIJI) 726-1138
KEPT mwmTLAL mo Sam rRow OHM
P1 IRA Ow Vv %E_ Do B Y
rAll
" 1 5
INC
C.L.Y. I DAX- 5-31-95 MY. LEnT_
ALT. TIE —DOWN APPL. A
.R: AD—TD-0200
16
65
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES:
1. SEE SET—UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP 'BLOCKS.
WINDZONE III
EXPOSUREIC
(11C MPH)
20 PSF ROOF
'j, t
10 PSF D.L
CALCS.-
c ;vA — 109 "rl I
J.'
OAPIA APPROVAL'
"PPROVED
BY
If Mqlit� a
IlL DOE
R
'Tr al
19INC.
1EID: �AL MANUFACTURED HOME
NSTRUClIONAND SAFETY STANDARDS
NO:�C& DRAYM BY. DATE:- Kv. LEM:
JACOBSEN HOMES 7NM WEMIC-AMM NO DRAWMM AK M.T. 12-13-03
MONAL. PROPRIETARY. MD 0ONFODITIAL —DRAWING -nxE-.
P.O. BOX 368 MATMALS OF AhONSEN MANUFACUMC PORCH ANCHORING
Nt S" MATENALS AW PRD�M TO lK
ARBOR, FLORIDA 34695 RUFM RIA SPEonc MW AND i0l EE DRAVANG NUMBER:
PHONE (727) 726-1138 W1 CWMMK AM C-Elq'T rRW omm AD—TD—Ol 12
SAFETY k
SHINGLE /UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE -
6 FASTENER METHM) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A 6* MIN. NDTH OF
ROOF CEMENT AT EACH END TO
ROOF DEO( AND/OR EASTING
FELT AS SHOWN.
I NOTES:
TOP CUSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECIK AND/OR E)aSTWG
FELT AS SHOVIN.
UNDERLAYMENT INSTALLATION
AP ROVED 13Y
AUG 0 1 20
EINC.
FEDERAI. MANUFACTURED HM
CDWRI CTIONANDMTYSTANDAPJIS
NOTICE- DRAM BY. M. T. DATE: 7-28-04 REV. LETTER-
JACOBSEN HOMES DOE SPEonCATIONS NO MAMIGS AK
QlaMAL MPRIETARY. No cofmnAL DRAVANG TITLE:
MAMOALS OF JWMSEN MANUFACAWAK SHINGLE/LINDERLAYNENT INSTALLATION
P.O. BOX 368 W_ WCH MAMIALS ARE PROYM TO WE
SAFETY HARBOR. FLORIDA 34695 Ff"I FOR SPEOFX MWM NO 061 ME DRAVANG NUUBER:
PHONE (727) 726-1138. evi awwnx NO SECFET fM OHM AD—HR-0007
64
i
ADDENDUM DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN 70 FLOOR FRAWNG
MM W/ STAPLE OR NAL
BAMG STRAP WIPED' AROUM PIPE AND FASTENED TO FLOOR FRAWNQ
WE OF NOT LESS W 1/4' PER FOOT MUST BE MAINTAINED TOWARD lK
OUTLET VWE 1HS CRADEtAN NOT BE ADDEVED, NOT LESS RM 1/8*
0OT MAY BE USED WO A FULL SIZE MANOUT 5 INSTALLED AT THE UPPER END.
MrW nr fWAIM DID111P
NOTES:
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER- FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
"N.
NOTICE DRAW BY. I DATE- REV. LETO.
r-= JACOBSEN HOMES DIE% SPECMAOMS A110 MAWIMCS AM � R.R. 7-17-97
QA=X_ PR IARY ALW 1: 19AWING -TITLE
P.O. BOX 368 I&I"S :%", 'M
W_ WM UAIM#LS ARE PROMCED 70 lit PWMBING SUPPORT
SAFErY HARBOR. FLORIDA 34695 REQrlD4 FOR 31ECM PUT00 AM WET DRAVING NUW3ER:-
Opp PHONE (813) 725-li38 KErl 4XINnORM NO 100 Ml QNC�
AD—PL-000, A
CEILING MAY BE FLAT OR SLOPED
PER REWO LAGS TO CHASSIS PlE;f REOO
m LOUrm PER OTHER DETAILS M =AnON
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL 350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL) t DESIGN VALUE (PER WALL)
1 1/4" X .035' TIE-DOYM STRAP
CONTINUOUS AROUND JOISTS.
" APPLICABLE TO STANDARD
DOUBLE WIDE TRUSSES.
END VIEW
1 1/4- X .035' TIE-DOViN STRAP
CONTINUOUS AROUND JOISTS.
1 1/4' X .035' TIE-DOVN STRAP
CONTINUOUS AROUND JOISTS.
NOTE --
ALSO APPLICABLE TO 'SLIP SIDE*
MARRIAGE WALLS 'AlHEN AT LEAST
2 STANDARD VERTICAL 71ES ARE
INSTALLED. (I EACH SIDE ADJACENT
70 SHEARWALL LOCATION)
'p To
35* g
NOTES:. ENGINEER APPROVAL- DAPIA APPROVAL,
I. GFW0 ANCHORS TO BE RATED FOR AN ULIMATE LOAD OF 47251 (3150 DESIGN LOAD]
(SEE AD-TD-DDOI [TD-CENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PIER AT EACH DO Or THE SIWWALL JOISTS (PER THE ABOVE DETAILS)- APPROVED BY 1
3. *0 SHEARWALL IS LOCATED ABOW A SOUD HEADER (FULL HEIGHT CROSS-mEMBER) No df C3
TIE -Dow sm#Ps OR PIERS ARE REmm (ALL smEARWALL comcuRaONS. ALL ZONES
AND ALL EXPOSURES1
4. TIE-DOIATI STRAP REWRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS.
5. CEILING SHOIAN CATHEDRAL OR SLOPED. FLAT CEILING MAY BE USED. John C. Doe m, P.E.
6. FULL W.DTH SHEARWALLS ARE SHOM I IN THE DETAIL ABOVF, HOKVER. ANY LENGTH 15133 C. R. 22
OR COWICURATION SHEARWALL MAY BE USED. Goshen, IN 46526
7. THIS DETKIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
NOTICE- DRAVkW BY- DA _09_ REV. LETTER:
JACOBSEN HOMES THESE SPEQnCATIONS AND DRAWNGS ARE R.R. TE: 4 96
ORIGINAL PROF"EIA%AV=T%
P.O. BOX 368 MATERIALS OF aCoB 111NIJW
W_ SUCH MATERIALS AM PROVIDED To THE S/W CONFIG. TIE -DOWN
SAFETY HARBOR. FLORIDA 34695 RECIPIENT FOR SPECM PLOOM AM uLr, BE A
PHONE (813) 726-1138 1 DRAVANG NUMBER:
m IVT CDWMTIAL AND SECRET rROU ODOM AD-TD-0111
18
63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEILL40 MAY BE FLAT OR SLOPED
END VIEW
350 PLF MAXWM SHEARWALL
DEMN VALl UE (PE; KALL)
1 1/4' X .035- riE-D.Offl STRAP
CONTINUCJS ARCJ%*D MS7S.
DE VIEW
X.OW ITIE-DOWN STRAP
JOUS ARLAW JXTS.
I E
...... CA
7-1711(.
- . . �>p
DAPIA APPROVAL
GUL%lD AKHORS, 70 BE RAYEo FOR AN ULTIMATE LOAD OF 4725j (3150 DE90i LOAD]
(SEE AD-M-omi ITD-cF
.NLRAL NOIES] FOR No nr Oli WOU0 A 02 IK57ALL Tlotl.)
N�l A
[APPROVED BY 1�
2- KS7A!L A PER AT EACH E"O OF THE SIUKALL JOISTS (PER THE ABOVE DETALS).
ON
3- VI`IEK SI-EA"ALL IS LOCA7M ABOVE A SOJO IMR (FULL Karr CROSs-Loomp.) No
TIE-M-4 STRAPS. OR PIERS ARE RE=ED (ALL 9WARWALL C014FICURATIM ALL ZONES
czz
AND ALL E)POSM).
4- TIE-DOWNI STRAP REOUIRED
.N
AT EACH DID Or JOISTS-, ALL W� CONFIGURATIONS
N -L'
CEIUNQ S4OWN FIAT -OPT CATHEDRAL OR SLOPED CEILING MAY BE USED.
IFEDEMMANUF -us
CIMIJIUCTCH
6. FULL WIDTH SHEARWALbS AlE SHOWIl IN THE DEFAiL-AsoyE HW KHY LENGTH
�
OR CCMGURAT04 SHEARWALL MAY BE USED. �VER.
NOTIM CRA%
JACOBSEN HOMES -TIESE R.R 2-6-96
EPM NPF
SPECIrICATIM AM MAWNGS ARE
I I N""L
DIMNAL. P CPRCTILRY. ANO CWM! DRAVANG TITLE*.
P 1 0. BOX 368 UATERALS IF IAIISSN UlklrlCtUR.N'G OBL. S/W CONFIG. 11E-DOWN
SAFETY HARBOR. FLORIDA 34695 W_ SUOi MATERIALS ARE PROV= TO THE
FEOP"I FOR ST= PIXPM AND WAI EE DRAVANG NUMBER:
PHONE (813) 726-1138
i 1VT CONTawrx mm mMT nmw oMs.
- I AD-TO-0110
62 19
ON SITE PITCHED ROOF DETAILS ADDENDUM
IMPORTANT NOTICE SHEARWALL TIE-DOWN/PIER ]REQUIREMENTS
THE ON SITE PITCHED ROOF INSTALLATION
—(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAY — --- -- - — — - — I --- -- --- - ---- --
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
VENTS SEE AD-PR-7007 & 7009.
4 1 - epr. A/* Loam EFF. V9 UMM W. S/W VDM arl
MAX. ROOF SLOPE FOR ROOF DECIONG DETAILS 3/c tole
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED Cc" va It cnac Wa it
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
Ix &PC FAC CK X000
SEE AD-PR-7008 -t� . .........................
AD-PR-7002
SHIP THIS SEC. LOOSE
-(SITE INSTALLED) -1 '- -I ft-�
- - - - - - - - - - - - - - - - -
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
FOR ROOF VENTING BOTH FACTORY
ru'
SEI
REMOVE ALL FACTORY INSTALLED
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 7006
"0 PER SHEA"ALLS I I
'S
ON SITE PITCHED ROOF RAFTERS (AM STUMM") CAL ETUAWQ
W-Do"
CENTER SECTION A OF TRIPLE WIDE �M NOTE I W Mir ve� *LEE NOX I *EE NOTE I
A%a lions 2 kv I A .9M'WM 2 AM 3.
TYPI -�L TRIPLE WIDE HOME ra IMQb mm rurb Pa Ram
REF. PG. IW-07-0011 WITF -31TE INSTALLED PITCHED WIS L=7w MS LotAm V#S Lq;AwK THIS LC"Tm
FOR FASTENING C ATER SECTION RAFTERS FIGURE 8, 0 FIGURE 8.1
THE DETAIL A13OVE IS SI-IOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOKYER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATMs, AU- ZONES, 'AND ALL AF VALUES.
z/vocol,
DAPIA OPROVAL- 140=- -CR GAPIA Ar"WPL-
NOTES: 1. W-OM" WAUFM IN WV9 PZAX TK-WW 31W INAT 6C LI)CAM W PPROVED BY
um or reft, W." WAWI AM om Faum AT 10jU J6
APPROVED BY No W MW
CRGJV AWW'111 IIE PA?W 1101t M tOW79 Ij M30 Ca(m LGA01 ........
Om 10-11�-vm Lm-ax"t mom] fw Nm aw WAD W mautut) $T
Reva-sed t EB 10 2WO
Oct 25,2007 L hym A M AT 11,101 DO Cr Thf- aCmx4L Jmn Jim rST Amx
EM N5Wm AT CAM be W Joists ItEck aa J
RExm cr X-aga" jW Im=W1I 910.3-34 1
INC
X *0 9f&"kL:5 LCIATW A"C A MW KAW MU WGIT QV&-MM" no
INC. K-POW =On Oft FOS AK IXQMU (SM 2"WRL CWUPATIOn AtL ZLyf
FEDERAL MANUFACTURED HOME ERAL MANUFACTURED HOME
V USTRUC]IONAIND SAFETY STANDARDS
CONSTRUCTION AND SAFETY STANDARDS Am AM cwam-,� STATe
A "V
PPR
000r - m
N Ai OF WEFLALA"N
se
NOnC&' A
ORAVIN Br E= JACOBSEN HOMES R. 02-01-00
JACOBSEN HOMES imESESPECIRCAMOPIS AW DUMM AM O.A. 1" 10-24-07 REV' LEM: ME" Claoxat. eva"Wv",
OffiCIFIAL PRDPWTAFM AM CWHOWITAL DRAWNGnm P.O. Box 364 S/W TIE/PIER REQ.
P.O. BOX 368 MATMALS OF JACOM MMUFACRMW ON SITE PITCHED ROOF DETAILS WErT HARGA11t. FIQR)CIA.349115 Wwou= =cm
W- S1JCH VAIWALS AM RDMEO M THE PHOM (727) 7213-1138 errm
W Wd at
ISSAFETY HARBOR. FLORIDA 34695 RECMT FOR SIMIC MWW AND WST BE ORAVANG NUMBER: =rax= 1:=Wrl AD-To-loo
I
PHONE (727) 726-1138 KEPT M*WU& AND SECRET FROM OIFM AD-PR-7001, 61
,3n
ROOF- TO ROOF ATTACHMENT
ADDENDUM
(108" PIDEWALLP)
NORVAL T119-DOWN OPAdm TABLEO
ZONE 11 & III/EXP. e & D
LONGITUDINAL TIE -DOWN SPACING TABLE
ZONE -1
FLOOR "t Ott aft
'y
#OTH Ek E4D Or P_* Ek 6p OF
Ek SECn* kre,
to L
12'-d' 2 5.r 3 40,
131-4b 3 1 37' 1 3 1 46*
fST- 4' 3 46 4 40'
VERTICAL TIE -DOWN FRAME TIE -DOWN PPACING TABLE
VIN. VAX. ViD 201f 1 00 ZONE III
FLOOR EAVE spk* VAX Pa Apo Allaft SPAO* VAX m APO AkaE*
ODTH OVERHANG HMT HWT
12'-0" 6F EACH SIDE �-40 72" 3F TO 41Y 5-4, 3T 4Y
IS-4' e EACH SIDE T-4" N TO 40' 54 4:r 4Y
15*4 e EACH SUE 1 T-4' 40' 5-4' 41r 4Y
LOWITUDINAL TIE- DOWN 9PACING TABLE
ft ZOK III
FLOOR W OTT. W "I
Ek OF 60
*DTH a SECA re EA, SECRON a
12'-0' 3 44' 4 40'
..13 1 -4 3 52' 4 45!
15'-4' 4 1 44' -4 1 56.
VHRTIdAL TIE -DOWN PRAME TIE- DOWN OPACINO TABLE
kk ykx "D Z* I " ZONE III
FLOOR EAVE SPA* VAX PlUt AM AW VA* YAX m 400 AW*
OD'Ili OVERHAG HMT Hml
if-0, 6h EAN SIDE 4!-Cr 72b 37' �-O* 34* 40' TO 45'
_u 3r
IS-4" EA0i SK 4'-0' 72� 1 40, 4' Cr 40' 70 45'
15-4' Ir EACH SIDE 4'-Cr OT [
1 40' 4'-Ir 42' 1 40' 10 45'
NOTE: WHEN ANCHOR ANGLE FRCO VERTICAL CANNOT BE REF. CALM
AMEVED. ADD APPROVED STABILIZER PLATE.
. iE f rz ll� y
(SEE NOTE #6 FOR HOMES SET IN FLORIDA) rl. � , f
EN DAPIA APPROVAL
NOIWm APPROVED BY
V "ON
mar
1. SEE FUL AOM44 FOR AWTtOkAL REWMYE4M
MOM *UMXG LOAD OF ji501 A* DU*k IE 10
25,2009
2 =MAP
NIAINC.
.1 VAX EAVE OfMAhG RMM 70 OVMANG AT SIDE*Ali NOT FROIP On IEAR
WFACTURED HOME
rn n SAFETY STANDARDS
4. AB TABLES PPLY To 144' me AND 184' FLOM *elm IN 96 112* .10
C_,7'-%TE
1% E SPACK for WOU SOi*All MXNT 40 Ir UIUY WE
OVERHMG (6' OKRHAIlIG Wt EACH SM OF 001
a STABLVER PLATES ARE REM10 04 9DE*ALL AN04M AND LORRUJONAL
MOM SET IN FLOWk SEE DWV ftl IK EFFECRVE VARM a 19a
LETIM
JACOWEN HOMEO UM SKCF01104S ft 0 D.V.T. DATE' 12-11-07 Rc
I cum
cRA*r, TITLE-
EMU70F 4 Acuff*G
.M%44jA4 NORV. SPACING TABLES
P.O. BOX 368 SUCH Alug" ARE FROM 10 ft I :Z.
n—w-TI SAFETY HARBOR. rLCRDA 34695 ID -Rig FGriu7W
PHONE (727) 726-1138 :=�=W=CREI AWOUIE AD-TO-0087
SECURE STE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
V47H 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' D.C. MAX. TO
EACH 160 D.C. RAFTER. EACH 15" O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE it
11' MIN. SITE INSTALLED DECKINd O%kiRLAP`
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA-:.ED
RAFTER BELOW.
&011- 1
SEE 140TE 12 _/ I
BE RIDGE BEAMS
EE NOTE M lk I DECYJNG WU
I- FACTORY INSTALLED RAFTER
CROSS-SECTION (CENTER SECTION)
REF. PG. RC-07-0044
VANOZONE'll I
ALL E)POSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NDS01 C-FS3 - 88.01
NCITES- Dam A"RWAL D" APPIIOVAU
I. SECURE EACH 16* O.C. RWTER TO RAIL BELOW NTH
2-110 X 4 1/2* SCRIEWS AT EACH RAFIER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER To ALIGN 14711 FACTORY INSTALLED
RAFTER- (EA. SCREW TO HA%E 1 1/4' METRAlION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH Jun 09,2006
110 X 4 1/2' SCREWS 9* CkC. MAX SPACING,
V4e4m �&
I SEE AD-FA-0020 FOR GAP TREATMENT BEIVIEEN SECTIONS. john C N INC.
Wan, Na. DEN ANUFACIURED HOME
K2 Enginwr", Inc. CONSTRUCTION AND SAFETY STANDARDS
wo=& DRAVN B T.- DATE* REV. LETIM
JACOBSEN HOMES 'mmSPEOVATIONS AM OR O.A. 06-02-05
P, 0. BOX 360 VAIVIUS OF JACOINX KvWACTuFm DRAWK TIM
SAFETY HAiBOR. FLORIDA 34695 W6 2= UTDW AM PRMW TO IK ROOF TO ROOF ATTA.DiMENT
PHONE (727) 726-1136 :99,ffzwX=,,A1, OUST K DRAWK MAGIM
Pm AD-PR-7002
21
60
ADDENDUM
(108" PIDEWALLP)
NORVAL T119-DOWN OPAdm TABLEO
ZONE 11 & III/EXP. e & D
LONGITUDINAL TIE -DOWN SPACING TABLE
ZONE -1
FLOOR "t Ott aft
'y
#OTH Ek E4D Or P_* Ek 6p OF
Ek SECn* kre,
to L
12'-d' 2 5.r 3 40,
131-4b 3 1 37' 1 3 1 46*
fST- 4' 3 46 4 40'
VERTICAL TIE -DOWN FRAME TIE -DOWN PPACING TABLE
VIN. VAX. ViD 201f 1 00 ZONE III
FLOOR EAVE spk* VAX Pa Apo Allaft SPAO* VAX m APO AkaE*
ODTH OVERHANG HMT HWT
12'-0" 6F EACH SIDE �-40 72" 3F TO 41Y 5-4, 3T 4Y
IS-4' e EACH SIDE T-4" N TO 40' 54 4:r 4Y
15*4 e EACH SUE 1 T-4' 40' 5-4' 41r 4Y
LOWITUDINAL TIE- DOWN 9PACING TABLE
ft ZOK III
FLOOR W OTT. W "I
Ek OF 60
*DTH a SECA re EA, SECRON a
12'-0' 3 44' 4 40'
..13 1 -4 3 52' 4 45!
15'-4' 4 1 44' -4 1 56.
VHRTIdAL TIE -DOWN PRAME TIE- DOWN OPACINO TABLE
kk ykx "D Z* I " ZONE III
FLOOR EAVE SPA* VAX PlUt AM AW VA* YAX m 400 AW*
OD'Ili OVERHAG HMT Hml
if-0, 6h EAN SIDE 4!-Cr 72b 37' �-O* 34* 40' TO 45'
_u 3r
IS-4" EA0i SK 4'-0' 72� 1 40, 4' Cr 40' 70 45'
15-4' Ir EACH SIDE 4'-Cr OT [
1 40' 4'-Ir 42' 1 40' 10 45'
NOTE: WHEN ANCHOR ANGLE FRCO VERTICAL CANNOT BE REF. CALM
AMEVED. ADD APPROVED STABILIZER PLATE.
. iE f rz ll� y
(SEE NOTE #6 FOR HOMES SET IN FLORIDA) rl. � , f
EN DAPIA APPROVAL
NOIWm APPROVED BY
V "ON
mar
1. SEE FUL AOM44 FOR AWTtOkAL REWMYE4M
MOM *UMXG LOAD OF ji501 A* DU*k IE 10
25,2009
2 =MAP
NIAINC.
.1 VAX EAVE OfMAhG RMM 70 OVMANG AT SIDE*Ali NOT FROIP On IEAR
WFACTURED HOME
rn n SAFETY STANDARDS
4. AB TABLES PPLY To 144' me AND 184' FLOM *elm IN 96 112* .10
C_,7'-%TE
1% E SPACK for WOU SOi*All MXNT 40 Ir UIUY WE
OVERHMG (6' OKRHAIlIG Wt EACH SM OF 001
a STABLVER PLATES ARE REM10 04 9DE*ALL AN04M AND LORRUJONAL
MOM SET IN FLOWk SEE DWV ftl IK EFFECRVE VARM a 19a
LETIM
JACOWEN HOMEO UM SKCF01104S ft 0 D.V.T. DATE' 12-11-07 Rc
I cum
cRA*r, TITLE-
EMU70F 4 Acuff*G
.M%44jA4 NORV. SPACING TABLES
P.O. BOX 368 SUCH Alug" ARE FROM 10 ft I :Z.
n—w-TI SAFETY HARBOR. rLCRDA 34695 ID -Rig FGriu7W
PHONE (727) 726-1138 :=�=W=CREI AWOUIE AD-TO-0087
SECURE STE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
V47H 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' D.C. MAX. TO
EACH 160 D.C. RAFTER. EACH 15" O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE it
11' MIN. SITE INSTALLED DECKINd O%kiRLAP`
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA-:.ED
RAFTER BELOW.
&011- 1
SEE 140TE 12 _/ I
BE RIDGE BEAMS
EE NOTE M lk I DECYJNG WU
I- FACTORY INSTALLED RAFTER
CROSS-SECTION (CENTER SECTION)
REF. PG. RC-07-0044
VANOZONE'll I
ALL E)POSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NDS01 C-FS3 - 88.01
NCITES- Dam A"RWAL D" APPIIOVAU
I. SECURE EACH 16* O.C. RWTER TO RAIL BELOW NTH
2-110 X 4 1/2* SCRIEWS AT EACH RAFIER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER To ALIGN 14711 FACTORY INSTALLED
RAFTER- (EA. SCREW TO HA%E 1 1/4' METRAlION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH Jun 09,2006
110 X 4 1/2' SCREWS 9* CkC. MAX SPACING,
V4e4m �&
I SEE AD-FA-0020 FOR GAP TREATMENT BEIVIEEN SECTIONS. john C N INC.
Wan, Na. DEN ANUFACIURED HOME
K2 Enginwr", Inc. CONSTRUCTION AND SAFETY STANDARDS
wo=& DRAVN B T.- DATE* REV. LETIM
JACOBSEN HOMES 'mmSPEOVATIONS AM OR O.A. 06-02-05
P, 0. BOX 360 VAIVIUS OF JACOINX KvWACTuFm DRAWK TIM
SAFETY HAiBOR. FLORIDA 34695 W6 2= UTDW AM PRMW TO IK ROOF TO ROOF ATTA.DiMENT
PHONE (727) 726-1136 :99,ffzwX=,,A1, OUST K DRAWK MAGIM
Pm AD-PR-7002
21
60
RAFTER TOP
END ZONE R"TER /OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OURMER
—11V-O.C.-MAX. BETWD-OUILOOKERS-
loo oc
,,---2 X 4 NAHJNG BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X S' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131- X 5' NAILS
FAS7ENING FASCIA INTO
END OF NMING BLOCK
SEE CHART FOR FASTENING
OULOOKER TO TOP CHORD
-MUL71PLE TRUSSES FASTENED
TOGETHER W/MIN. .131- X 3-
NAILS OR MIN 7/16" X 2 1/2'
X 15 GA. STAPLES 16" O.C.
MAAMUM INTO TOP &,BOTTOM
2 X 6 OVERHANG FASCIA CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUILOOKER END ZONE ASSEMBLY
W/14N. (5) 7/16- X 2 1/2- X 15 GA. NOTE.
STAPLES OR MIN. (3) .131" X Y NAILS (SHIPPED AMBLED FOR SITE INSTALLATION) MOOGS TO BE SEWD M EAM
1M OF 1W DMIBLE RM LOU10
(TYPICAL AT ALL CENTER BRACES) IN IK EWZOW FSt FASIM 001.
NDSOI
Rh� 00
480 oc
2 X 6 OVERHANG FASCIA
TIiIS TRUSS I I ED ON SITE
4AFTER BOTTOM CHORD 166-
DOUBLED END ZONE RAFTERS
TYP. 16" O.0
— 2 X 6 OU71LOOKER
19" D.C. M BETWEEN OUlLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF #3 FLAT
SINME MSS MLY
REQ*D GUTSWE OF
3 FT. AM
MAY BE
PLAM ON Eli SME
NQTES:
I. ALL TRUSSES LOCATED VATHIN 35" OF THE END OF THE
SECTION TO BE DOUIMM.
2. SE OTHER `IDETAILS �OR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP.
OUTLOOKER FASTENING:
FASTENERS-
Qumm-
Fammt
.131 PD UL
5
1 1 It
15 GOL STAPLE
a
1.
18 SCREW
2
1' (INCL lip)
OUILOM FASTEM MAY BE INSTAM VANDZONE III
FROM TOP CHM DovN F POMATA ALL EXPOSURES
15 UWAM. (110 MPH)
20 PSF ROOF
10 PSF D.L.
Q-RC-1 97.01-197.02
' i7ileog'-
John C. 1)oc-daen, -RL,
K2 Englnec-liclgi Inc.
APPROVED BY
Feb
N 14 05,2008
c
ME
;TAMMOS
JACOBSEN HOMES
P.O. BOX 36B
MTICL%
'RIM SKCMVM M DRAIINIS AM
0111011R. RVIDEIMY. AM um"RHOL
MATI31IMS OF &ZOMM MAIWACUM
UKAVO Ur
O.A.
1-29-08.
REV. LETIM
A
DRAWW IME-
ENO ZONE RAFER/OVMHANG
W- am MATU14s AX pRovw To BE
I ASSEMBLY
SAFETY HARBOR. FLORIDA 3469S
iMMISIT MR 90M PJmm NO MIJ51 K
DRAWMG M)MBEk
L
PHONE (727) 726-1138
WT Cmrmma Am mm I= CUM
AD-PR-7003
ADDENDUM
TIE -DOWN SYSTEY�
MCAL SK MAIM
W-WM SPAMIC K-M!P0C X-M VAM IIE-M SIAM
va, M.0-b-m laf m X_".la vaf M 0-11-WO UKE M *-TO-= FAE FM 0-70-010 M
FIG URE 10. 0
TYPICAL CROSS SECTO
. SHovmG moms
fr. fL=
TV.
1w I —
MW NU CR MFM SIR=
SET mm!wgmd
msmn WIN wo W*T VNFA
d—a 0-0 sm
or ac (m)
FIGURE 10.1
Fff. CALM
slosaill
NOM:
1. SEE AD-M-M FOR VACM TAKES.
L 59 AD-W-M FOR OJMM OF LOCROX IIE-DM SIRAPS REOU10.
cp
3. ME OM WTMLS MR BLO02C (M) QUMnrY AN OM REDUMEMENTS.
cj,% r
c ME MM AMM FM A00FWNAL FtEOLUMM
35484
N—
& ZME 2/01POIK -T- 44" MAMN HEOff
ZDW 2/DIPOM V. 2r MANW KW
Vf A
nK 3 44"MAWN HECK
3= V
ZONE Jr MA)UN HD017
% I
5. jwLL SUMT06 ARE BASEB ON 21T ROOF ANCLE MAX AM 106* MAX
Ko
JACOBSEN HOMES rummm me
o"o"IlL. FAM"Elm. so
00 El MARlItALS OF J%CCM MWXL"W
P.O. BOX 36a Et M MAIVIIAU ARE 1`1110M TO Ill
SAFETY HARBOR. FLORIDA 34695 womr rom vmrc mrom Am wm K
PHONE (727) 726-1135 luf COUMINAL am SEC10 Flow cbm
sm NOR 5 Fm
uAlaw HmHT
� IIM
WNDZONE 4/11
(110 MPH) -
20 IPSF ROOF
10 PSF D.L
DARA APPRWAU
APPROVED B va
Dec 13,2006
N P INC.
FEDER
CONSTRUCTM jAND SAFEW STANDASIDS
R.R. 11-28-06
FKXJRES 1,10 AND 10.1
AD-TD-0086
22
r n
ADDENDUM
108" HIGH SIDEWALL TIE— DOWN SPACING TABLES tL
ZONE 11 & 1,U/EXP.. C & D
LONGITUDINAL TIE —DOWN- SPACING TABLE'
MIN.
wa
ZOE I
WIND ZONE 19
FLOOR
WL QTf
mm
UK am
RIM
WIDTH
EX EW 0F
k0i
U EN W
mar
ElL WO
ox I
EL SECU
WL 0
23'-4"
2
5T
3
4Y
A TIE— DOWN 'T FRAME "TIE—DOMN SPACING -TABLE
L
MIN.
VAX
WHO ZONE I
WIND ZONE I
FLOOR
VIDTH
EAVE
OVERHANG
SPAM'
COL WA
MOM ME
SPACK
M WA
M01OR WE
LOAD
23�4'
6'.
641
.31501
49*
31501
45'
24�-O*
6.
6'4".
301
49*
5!--:4*
31501
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 1
110 ZONE 01
FLOOR
WL 07T.
ANM
Im OIL
mm
vwm101H
Ell, Do OF
MME
U DO W
mu
EJL SM=
MIL I
rA SECDON
wx 0
2.1-4-
3
48!
4
4Y
24'-V
3
5T
4
-45*
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
WN.
MAX
WIND ZOE I
INND ZONE 10
SPACK
OL Wo
Lm
ANM ME
SPAMG
VL kv
Lm
AmMR MCLE
FLOOR
VAOTH
EAVE
OVERIMG
2S--C
Iss
54
31501-
47*
f-O'
31n
4Y
24'-0'
5*
64
3150#
47'
44'
31501
4Y
108" LIAX SIDEWALL HOW VANOZONE N,49
(110 MPH)
20 PSF ROOF
10 PSF D.L
FEF. CALM
NOTES,
DAPIA APPWVAL'
APPROVED BY
I. Sa PJLL ADODOW FOR AMMMX REWREleM
2. SEE AD-M-M FOR VAXWW PER NE00 REOIJKD FOR LID
Dee-13,2006
IN 7A
- TABULArED ASOP&
INC
IATE
MHOME
4 C);I%
Cox37wCnM An SofM STAMDARDS
JACOBSEN HOMES
MIME fjagj I I 10M
wx wainuum An CRAMIGS AM
sy.6 R.R.
DATE 11-26-06
REV. LErIm
17M
108' NGH SIDEWALL SPACING TARB
P.OL Box me
W"AL FROFIRIUML AM CCWKNM DRAW
MAMMULS Of NZOM MWACIUM
W_ SM NAWIALS AK FFOAM TO lK
SAFETY HAROW. FLORIDA 34695
PHOKE (727) 72&-1138
KMW IM V= MMM AM Kff X DRAWC
Ivy mommm no somr I= mwm
f
"SM
AD-TO-0085
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING 16' MIN.
16" ON CENTER
TRIPLE WIDE CENTER SECTION PEAK
STE NSTALLED DE"G ON PITCHED
TRUSS SECTION & REMANER OF NO BLOCKING REQUIRED
BOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL
ROWS OF SHEATHINQ SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE VADE MARMAGE LIN
SITE INSTALLED PITCHED TRUSSES
MIN. WDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
0
WNIONE
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTIES: ILNUM= AMMAL DAPIA APPROVAL'
1. 1/r MAAMUM 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 o0or
ON A( Revased
SPAN RATED) DECKING (EQUAL OR BETIER). J o hnj, �Cw- ED; 0 Oct 29 r2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 li 0.
SAME DECK]ING PATTERN. INC.
FEDEP-qL MMUFACTuRED HOME
4. FASTEN DECKJNG TO ROOF FRAMING WITH 7/16 X 1 1/2- X 15 CONSMUCnON AND SAFM STANDAFWS
GA. STAPLES AT 3- O/C EDGES AND RELD
NOTICE DRAW BY. D" 10-24-07 M. LEr":
JACOBSEN HOMES mm smwnmm m mums m O.A.
ME" ORMIAL. PROPItIUARY. AND COWIDDITA DRAW 1ITLE.
P.O. BOX 368 MATMALS Or =0115131 MANWACTURDIC
n-m-p-m SAFETY HARBOR. FLORIDA M695 W- 9" VAIDUS ARE PROYM 70 THE ON SITE PITCHED ROOF DECKING INSL A
FEMW FOR 9MM PAPOM NO WM K DRAWAG MjNBM
PHONE (727) 726-1138 IvT 001YEDMAL IN sm ow OIHM f AD-PR-7004 I
58 23
TRIPLE WIDE CENTER SECTION PEAK
STE NSTALLED DE"G ON PITCHED
TRUSS SECTION & REMANER OF NO BLOCKING REQUIRED
BOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL
ROWS OF SHEATHINQ SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE VADE MARMAGE LIN
SITE INSTALLED PITCHED TRUSSES
MIN. WDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
0
WNIONE
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTIES: ILNUM= AMMAL DAPIA APPROVAL'
1. 1/r MAAMUM 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 o0or
ON A( Revased
SPAN RATED) DECKING (EQUAL OR BETIER). J o hnj, �Cw- ED; 0 Oct 29 r2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 li 0.
SAME DECK]ING PATTERN. INC.
FEDEP-qL MMUFACTuRED HOME
4. FASTEN DECKJNG TO ROOF FRAMING WITH 7/16 X 1 1/2- X 15 CONSMUCnON AND SAFM STANDAFWS
GA. STAPLES AT 3- O/C EDGES AND RELD
NOTICE DRAW BY. D" 10-24-07 M. LEr":
JACOBSEN HOMES mm smwnmm m mums m O.A.
ME" ORMIAL. PROPItIUARY. AND COWIDDITA DRAW 1ITLE.
P.O. BOX 368 MATMALS Or =0115131 MANWACTURDIC
n-m-p-m SAFETY HARBOR. FLORIDA M695 W- 9" VAIDUS ARE PROYM 70 THE ON SITE PITCHED ROOF DECKING INSL A
FEMW FOR 9MM PAPOM NO WM K DRAWAG MjNBM
PHONE (727) 726-1138 IvT 001YEDMAL IN sm ow OIHM f AD-PR-7004 I
58 23
SITE INSTALLED PITCHED ROOF VENTING I � I I ADDENDUM
TYP. 50 SO. IN. ROOF VENTS —
---—(SEE—AD--PR:-:7006—FOR—QUANTITIES)---
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR OUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES -
SITE INSTALLED CENTER
SECTION OF ROOF
DAPIA APPROVAL:
kPPROVED BY
Revised
Oct 25
IN 7P, il N C. 2007
EDERAL MANUFACTURED HOME
:ONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICR
THESE SKCMWS M DRAVINGS AM
DRAM BY.
O.A.
I IAI*
10-24-07
REV. LETML-
MMM. PROPRIETW AND 00NFIDENM
MATERIALS Or JACOBSDI MAKFAMM
DRAWNG TIU-
INSTALLED PITCHED
A
P.O. BOX 368
W_ WCH mAmmALS ARE mvom To THE
_ STE ROOF VENTS
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
MMIT FOR SPECIM RFRO AM WM BE
KO CD?6WTK M SECRET M OTHERS.
DRAWNG NUMOt
AD—PR-7005
24
TYPICAL SIDE ELEVANN
SHOWNG IE—DOWN SPACINGS
TIE -DOWN SYSTEM
1w
I
MAL F[R AD--lD--W0 VM ' FM *-*-Mo TMf _' PM M-WMO TME ' FER 111-31-M FM_ff
FIGURE 10.0
r&ICX_ CROSS SECIION
SHOWING TIMMS rp. w=7
mu -
SET AMM W.0
FIGURE 10.1
riff--mm
IV. ff&SS-HDM
0-2-M Tmm
NOTIS FM
AMM RAmWaE__j VMM HM
VANDZONE 11
(110 MPfi)
20 PSF ROOF
10 PSF D.L
2-
NOTESs
1. SM AD-111--= FOR SPACNG TAMES.
2. SEE AD-M-000 FOR QUANITY OF LOWMAL TE-DOW STRAPS REOIARED.
.1 SEE IDTHER DETAILS FOR BLODCKG M) CPJM71TY AND OTHER REQLlF8"7S.
4. SEE F LAI ADDENDIJM FOR ADDITIONAL RECOREMENM
ry rj(�
5. ZONE 2)0FOM V: 35' MA)QMM HEICHT
I
ZONE 2A)MIRE V. 27- HAMM HEIGiT
ZONE
% 't zo
10, i<,'
= V- 31r HAMM HEIGHT
I ... FIX
ZONE V. 3r HAMM NEGHT
C ALL SWCAROKS AM MM M N ROOF ANGLE MAx_
JACOBSEN HOMES
NOTICE:
THME
I
MEW
P.O. BOX W13
SPDXICAITM NO DRAM= ME
awk#L pmmumy me owwafm
NATMALS OF 1AXOM 610"AMOM
SAFETY HARNK fLORIDA 34695
LEM
W_ SM MAIMMS ARE PRCIM= TO lK
RMPIDIT FOR 7MRC Fff= NO Eff K
DRAW
PHONE (727) 726-1138
WT CIMMUL " ffm MIN omm
57
DAM APPROVAL
APPROVED BY
INC.
FEDERA! MANUFACTURED HOMEL
CONSTRuclioN AND SAFEIY SIANDAHUS
DAW_ REV. MMM
M.L
07-20-04
—FIGURES 10.0 AND 10.1
AD—TD-0084
ADDENDUM
DN
108" HIGH SIDEWALL TIE —DOWN SPAtING TABLES
ZONE 11 HI/EXP. C &
LONGITOINAL
i
TIE —DOWN SPACING TABLE
NK
WW ZONE I
WIND ZONE III
ly
MOIOR
MIL OTY.
man
FLOOR
WDIH
I ci
WE
Ek N OF
maf
ck
smimi
WL 0
u Tim
WL 0
26-W
3
4T
3
53'
Jv_1r
3
5T
4
45*
VERTICAL TIE —DOWN FRAME T[E—DOWN
SPACING TABLE
MIN.
MAX.
WIND ZONE I
W ZONE 0
VACK
DEL WA
M0QR AME
SPAM
DEL WA
mm ma
FLOOR
EAlk
IMDTH
OVMMG
LOAD
LOAD
26'-86
60
V-80
31501
4(r-5(r
5 '-40
31501.
4(r-5(r
3Y-B"
6'
6'-87
3150j
4(r-5(r
5"-4-
31501
40-50'
Z
LONGrw�INAL
TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE III
al
rJ1 IF
mom
MOUE
OL OTY.
FA END OF
NKM
AUE
FLOOR
WIDTH
Im
SEC
u lum
UK 9
26'-Ir
4
41*
4
5T
31Y-8'
V 4
51'
4 _1
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
M - AX.
W ZONE I
WIND ZONE I
spmm
M_ WA
mm AWE
SPACK
DEL WA
AWHOR Mw
FLOOR
EAE
YA011i
OVERHMG
Lm
Lm
26'-8m
60
5-40
31501
4(r-5(r
4!4
31501
4T-45*
30!-8-
6'
5-4*
31501
40'-5(r
f-Ir
31501
4(r-45*
VANDZONE M
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALM I
I a
or, rl 0- - ...?
ENGNE RVPPROir -'- - - "o,
DAPIA APFWAL'
MTES:
% 'o F Ic
APPROVED BY
1. SEE RILL AMMM FOR ADD11MAL RE0tQREIdENTS.
CJ
No. 0045484
2- SEE AD-111-0084 FOR MAWN PIER HMTS REQUIRED FOR THE LOADS
-
TABLILAIED AW%E
1\1 C.
ft
FEDERA I MANUFACTURED HOME
.......
CONSTRUci FION AND SAFEPf STA-%0XRO'o.*
JUL
JACOBSEN HOMES
NOnCE:
T" 9VMCATM AM MA111111013 ME
w" or
M.L
'A' 07-20-04
DRAING TITLE-
108' HIGH SIDEWALL SPAONG TABLES
P.O. BOX 368
MWA. PRU"UMY NO COMENM
11111MERL11111.3 OF AROOM UNWACUM
W_ SLKH MAKINALS ARE PROVIDED 10 THE
DRAING WNBER:
AD-TD-0083
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-11-M
NUMIT F0t 9W RK00 " Mg 1E
CWMRK me "a FIRM ORM
I
ROOF VENTING
UARRIAGE WALLS
n? ' 100 Sa IK CUTWIS FOR
VENTILATION OF ROOF SECT04
(SEE OVAT FOR RE011.111REMENTS)
100 SQ. IN. CUTOUT VENT HOLES
ft N
EQUIRED IN FLAT
]ROOF SECTIO
(160') X SECTION LENGIH:
CUTOUT HOLES-.
0 70 IT-V
15'-6"ID 31*-S*
2
31'-.r TO W-1ir
3
W-16, 10 62'-6*
4
62--6- TO
5
MARRIAGE WALLS
MAT CENTER SECTION OF ROOF
. FACTORY INSTALLED
9_5
ZI
MARRIAGE WALLS
LOW VENT LOW VD17
2c
150 SO, IN. VENTS REQUIRE
I L HIGH VENT IN StTE INSTAURD TRUSS SEMON
§ r!951
1
c:1 k A
— — — — — — — — — — — — — — —
CENTER LINE OF CENTER SECTION
Mn I SECT111111111 LEXTA
HIM vm_
Low Im
01
ID 317
low
Im—
31"-Y' 10 4Wr-
Ns-
I
hot
4C-W ID 67-C
2
1 EK WE
67-C 1D 6f-f
-
2 fA gm
La
ex
' _mj --- Typ. 5o so. K Roor ANTS
dk�j
LOW VENT (SEE CHART FOR REOLIREMENTS) LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
F
AqP�OVED BY
ju% IQ
A F11 Nc-
FEDE X MANUFACTURED HOME
CONE rpalloN W SAFETY STANDARDS
NOTIC& MAN BY: DAX- REV.'LITTER:
JACOBSEN HOMES TOM SPECFCAMPIS AM MANNIZ AK . — - R.R. 01-22-04
OMONAL PRWKIAW. AM COWMIK --RAWNG TITLE:
07W71 WATIMMS OF AM" MAKWACTURIM RW VENTING
P.O. BOX 368 ML SUDI MAW114S ARE PROMM 10 TK
SAFETY HARBM FLORIDA 34695 RECF80 FOR VE011% FUMM AND MIST K DRAWING NUMBER -
PHONE (727) 726-1138 PVT CIMMM AM 5=7 Milt 01HIM AD-PR-7006
11
56
i
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED
SITE INSTALLED VENT CAP OR SOLAR TUBE PLUMBING VENT PIPE
SITE INSTALLED VENT CAP (EXTEND 3- ABOVE ROOF)
SITE INSTALLED FLEX DUCT (SEE DETAIL 'B)
I
I DETAIL 'A')
—(SEE
SITE INSTALLED E T
I / ,SECTION OF ROOF
VILN I LAI
(OR SOLAR
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSIALLED) FACTORY INSTALLED SKATHING—
FYNNA PPF A* AA()VF CNFANNr
FACTORY INSTALLED CENTER
SECTION OF ROOF
LTYP. CONNECTION TO VENT
FAN. SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
PLUMBING VENT (FACTORY INSTALLED)
CEILING PANEL
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
'XHAUIST DUCT SPLIT
WD FASTENED TO ROOF
)ECKING OR BACKER
VITH MIN. 4- 8D NAILS
4 LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
\-SHEET METAL
SCREW
0-*—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.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT IN ROOF DECKING. -
4. RANGE AND BA7H/AlR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUM24LM TAPE AS SHOWN IN THE DETAIL ABOVE.
5. SECURE S17E INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
<KROOF FLASHINIG
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
' COUPLER
(SITE INSTALLED)
VENT PIPE
..*�(FACTORY INSTALLED)
DETAIL 'B'
NOTIcr_ DRAWN BY.
JACOBSEN HOMES 7WM SKDMTIONS " DftWJGS ARE
OMONAL PROPRIETWI. AND COWIDENUAL DRAWING TI
WATERIJALS OF ARCOBSEN MANLIFACAMIG
P.O. BOX 368 W_ SUC14 MATERIU&S ARE PROW= TO THE
rIvrEl SAFETY HARBOR. FLORIDA 34695 RECIPIEld rOR SPEOI ROM NO NMI K DRAWING
PHONE (727) 726-1138 _IvT COlfmIK so SECRET MON Omm
26
DAPUk APPROVAL
APPPOVED BY
0 N mmm.-_ JUN I
7"',
H iNc.
FEDERAL UFACTURED HOME
tij 110N AND SAFETY STANDARDS
r.nNsTFRti
ADDENDUM
ALTERNATE 'OFFSET -UNIT TIE -DOWN SYSTEM
'r
IMCAL SIDE ELEVATION (W/ OFFSET
I-
SHOVANG TIE -DOWN SPACINGS
WAX. PER AD-TD-OBW TABLE - M' PER AD-1164DMUBLE PER AD-M-0070 TWE
17M SM11011 OF UNIT OR 0-ID-00 TAM 01 AD-Z-ODID IW
I IGURE IL 2. 0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
I. SEE AD-TD-0080 FOR SPAaNG TABLES (OFFSET SECTION ONLYJ
2. SEE AD-M-0018D FOR OUANITY OF LONGITUDIAL TIE-DOYN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
I SEE 07KER DETAILS FOR BLOCKING (PIER) QUANTITY AND 01HER REOL"REMENTS.
4. SEE AD-70-DOCI FOR ADDITIONAL REOUIREMENTS.
No.
910334
or -
'A
DATE. REV. LET"; NOTICV. DRAW BY.
JACOBSEN HOMES r-ESE SPECIfICATIONS AND DRAVINM ARE R.R.
R.R. 01-23-04 CIRWAL PROMIETARY. AND CONnDcmTiAL DRAwwc nTLE:
TLE. P.O. BOX 368 MATERIALS OF ACOM MA"ACAMM
W_ SUCH MATEIMS ARE PIROIADED TO THE
PITCHED ROOF EXTENDED VENTS SAFETY HARBOR, FLORIDA 34695 AECIP1911 rOR SFECIFIC FLAPOSES AND MUST BE DRAWNG NUMBER:
UMBER: AD-PR-7007 PHONE (727) 726-11.3a FEPT CONnOENTIAL AM SECREI FROM DOM
55
PER AD-ID-DO70 TABLE MkX
OR AD-WOMO TABLE
SECTION
PIA APPROVAL
;K.7t,; IN I --I
'Rk- P, FA,- T � 1 P; .1 H.
DATE: 5-9-01 REV. LETO;
FIG. 12.0
AD-TD-0082
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W1 Off -SET SECTION)
SHOWNG IE-DOWN SPACINGS-
. FIGURE 11.0
SE FM 4.0 MR MUMS =-DOW KMD
TYP. CROSS SECTION(S)
SHOWNG TIEDOYMS
SM WIE 5 RIR
umm mw 1,
IT 18 Aw"
10% = Tam"
OF INE W -SM NOW I, X-M-M)
nP FLOOR SM---y
np.
mm mm IF �— mm ma mm Mu---IR
AIM Am & C-1 -
19,
FIGURE 11.1 14 a) FIGURE 11. 2
m nm &I MR mmffm W-wiff Mir SU.M
P4,NR EnEM =-DOE HWD
DAPIA APPROVAL
N07TS:
ROVED BY
1. SEE AD-lD-M FOR SPACING TABLES (OFFSET SECM OK4 pp
2 SEE AD-11-4= FOR QUANITY OF LONGI7UDIAL TIE-DOW SlRAPS REQUIRIED
(WSET SECTO 00 i :* qo.004548�
3, SEE OM DUALS FOR OLOCI(ING (PIER) GUM111Y AM OM REM11REMIENTS.
0 a
4. SEE AD-M-M FOR ADDIUM REQUIREMENTS.
AKO&Fle
ZOW- 2/EXPOSURE V- 48- MAXIMUM HEIGHT
ZONE 2/00ROSUREV- Qr MAXIMUM HEIIGHT36' FOR 12'-Cr WIDE UNITS
ZONE 3/EVOSLIRE V: 48' MAXIMUM HEIGHT
ZONE 3/00POSURE V. 40r MAXIMUM HEIGHT
P n
KonCE:
�* : WWI
JACOBSEN HOMES RmsKamma me mvm,,m -
=lNg. PROKWMY MD COMMOX DRAWG
ME" MAIUM OF JWOM MAl"XWM
P.O. BOX 368 W_ 90 MAISWO ARE PRGVM 10 IM
SAfETY HARBOR, FLORIDA 34695 WW FOR 9M MW ARD Wsf BE DRAWNG
PHONE (727) 726-1138 wr lown"AL me mm ffm gun
54
0— PERAFA F
JU14
INC.
RED HOME
L U CM
41 AND SAFErY STANDARDS
RUC70
6-8-04 wv. ON
FIG. 11.0, 11.1 & 11.2 A
W: AD—M-0081
SITE INSTALLED SHINGLE AND UNDERLAYMENT
151 FELT TO HAVE A 6- MIN. OVERLAP
AND A MIN. 6" WDTH OF ROW CEMENT
I THIS ALSO APPLIES TO ENDLAP SEAMS,
1]11111111114�
1/2'
TO
RELD INSTALLED 15f FELT MIN. INSTALLED OVER THE
FACTORY INSTA= UNMAYMDIT VWTH A 6" MIN.
OVIERLAIP AND A MIN. 6" VADIIH OF ROOF CEMENT.
15f FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
1-1 9
FIELD INSTAUM ROOF SHEATHING (TYP)
6' VADIH OF ROOF CEMENT WHEN I It!
OPTIONAL 15f FELT IS INSTALLED.
OMMAL LAYM OF 151 RLT
WW
UNOMATMENT RMF %ERNK (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTA11M DECIQNG FOR UNDERLAYMENT OVER
LAP OF V MINIMUM.
FASTENING DVTAI
NOTES: LFT%XZICZn firMUMA..
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15f FELT IS NOT REWIRED. (FASTENERS APPLIED U-2--d-En
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES AM INSTALLED.) hin dsn,
h-le-e-fing, Inc.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ Fog;
ONLY WHEN SPECIRC APPLICATIONS ARE NOT COVERED.
VANDZONE III
(110 MPH)
ALL EXPOSURES
DAPIA APPROVAL
MPROVED BY
Revised
Oct 29,2007
N7P I i N C.
EDERAL MANLIFACMRED HOME
ONSTRUCTION AND SAFETY STANDARDS
ullim"
=JACOBSEN HOMES
NOTIC&
1NEW SWQTMS AM DRAWS AM
offimm. mwwmt MD cmmmx
MUIN BY-
O.A.
10-24-07
DRAYM TIU-
P.O. BOX 3M
MAMOKS OF JNX6SEN MAWACRM
Ot SLKH MATOM AM PRMW M M
SITE INSTALLED SHRIGLE AND UNDERLAYMENT
A
SAM-lY HARBOR. FLOF4DA M95
REOW FOR SKM FIRPOO NO iM BE
DRAOING NUMBEIR:
PHONE (813) 726-1138
WK CWWTA NO SEW FM 07M
AD-PR-7008
27
TYPICAL FLASHING INSTALLATION
R R UNDER
N=FLAANGE AT
LL FASTENERS TYPICAL SHINGLE ROOF
ROOnNG TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING. .105' X I' MINIMUM ROOFING NAILS
OR .113' X I' MINIMUM NAILS MAY
BE USED IN LIEU OF STAPLES FOR
OPTIONAL SHINGLES MAY BE APPLIED TO FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROM-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. YA7H NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND 70P OF FLANGE
UNDER SHINGLES. YATH BOT70M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER 'WITH SHINGLE TABS
SECURED VATH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTFS:
DAPIA APPROVAL-
1. ROOF FLANGE FASTENED TO SHINGLE ROOF VATH MIN. I- X I- X 16 GA. APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOwER END OF FLANGE).
jjj%
INC.
FEOEI
ALmANUFACTURED HOME
CONS
RUM ION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICF-
DC5E SPECVXARMS AM MAWM AK
DRAWN BY:
m.T.
DATE
02-04-04
REV� LETTER:
MwING TIRE
ORGkAL PROPKIAO. AM CONrMTK
P.O. BOX 368
100MALS OF jmmmm u~AC7~
W_ 5KH MAIER[AtS AK MVOM TO IHE
TYP. FLASHING INSTALLATION
SAFETY HARBOR. FLORIDA 34695
REMPOT FCR 9W RffW MO MST K
DRAWING NAMR-
PHONE (813) 726-1138
PVT CWMM AM SECKI nW ONIX
AD-PR-7009
ADDENDUM N�
�
00, g xo
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE W
FLOOR
MR Mr.
ANOICR
IRL CITY.
AKHOR
VDTH
FA 00 OF
MaE
Ek EM OF
MaE
U SECTO
WIL 0
FA SECIM
a
112W
3
4r
3
_WK
61'
13'-4'
2
5f
3
41
115-4�
2
5r
3
41'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MA
WIND ZONE I
WIND 20NE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAM
DOL WA
In
MM ANGLE
I
SPA=
ML WA
LOM
MOM MaE
12'-0'
12*
5-0'
31501
40*
31501
39,
is-e
12'
1 54"
31501
41 .
4'-0"
3000#
40'
15-4'
12'
5'-0'
31501
43'
4-Cr
30001 F
42'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE "N
WWO ZONE 11
FLOOR
MK QTY.
MCHOR
I&L QTY.
ANCHOR
WIDTH
Ek EM OF
ma
EA EM OF
MaE
Ek SECTO
WIL 0
U SECTION
I&L a
12'-0*
4
45*
4
60,
11-4'
3
45'
3
60'
IT-e
3
'45*
3
60*
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WM ZONE I
WIND ZONE M
FLOOR
WIDTH
EAVE
OVBHANG
SPAIM
DBL HEAD
Lm
RIM MaE
SPAM
WL WA
um
AWO ANU
12'-Ow
12*
4!-0'
31501
40'
S-T
30001
w
IS-40
12"
4�4
30651
41'
3'-0'
30001
39*
15'-4"
120
4!-0*
30651
43*
3'-0'
30001
41'
NOTES: 6 IF Cq LZ5, C_ �p - 1.6 12-
ENMEER AP!�Wll 0 19 081., RIT.CALM(C-50- V2,101
1. OFFSET SECTION NTH THE MARRIAGE LINE WALL DaMING BEYOND RE ENDWALL OF
THE ADJACENT SECTION IJUST BE TIED DOM AT THE MARRIAM LINE IN ACCORDANCE
lo ArMUPED BY
NTH THE TABLES ABO%E THE SIDEWALL SIDE AND THE ADJACENT SEC"S) ARE M
Co
BE TO DOWN IN ACCORDANCE NTH RE NORMAL SPACING TABLES (SEE AD-M-0010
JUN
FOR I2'-T & 13'-,r WDES, AND AD-TD-0070 FOR 15'-4- VDES�
Z SM AD-ID-0001 FOR ADDITIONAL REQUIMIENTS.
if
STAA
lq INC.
I SE AD-ID-0081 FOR MAMUIA PIER HMT REOUM FOR THE LOADS TABULATED
OffilDt-s
ABOW
AL MANUFAMRED HOME
Q All Iff" S
JACOBSEN HOMES
NOTICK. %.;jjfgpfc*:�
mm5PECMTM AM WA
DATE-
to I 1, 0 1111 W."to-TA. T. 6-8-04
REV. LElIlM-
p,o. aox 36a
WOUROL. MCUFMIAKYp AM
IlATERLq3 OF JACDBM MANLIF
W. = MAXIMS AM m
A
DRAWN TIRE-
OFFSET SPACING TABLES
DRAWING UM
AD-TD-0080
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
KMW FROt SUMM PIWOM
IM C2600MAL AND SMUMM
28
53
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX. PER AD-ID-WZ IME nx W-w-wiz Mu MK AV-111-WIL IALU nX AL-ILP-WIL IMU - MA M-Rrldull Ifum -
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
rym
FIGURE 10. 2
SEE FIGURE 2.0 FOR ALTERNATE 7I1DOTN UMD
SEE NOTE 5 FOR
MA)MM HEKHT
SET AWN WR I �_ --'- MCLE VANDZON . E III
Ir IN FROM SIDE` FIGURE 10. 3 (110 MPH)
.OF NX (DP.) SEE FIGURE 7.0 FOR ALTERNATE M-DDIFN KMD 20 PSF ROOF
10 PSF D.L
REF. CALCS. 4&
EN DAPIA APPROVA'
1. SEE AD-ID-0072 FOR SPACING TABLES AND NOTES.
2. SEE AD-M-0072 FOR QUANITY OF LONGITUDIAL. TE-DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCKING (PER) OUMTITY MD OTHER REOUMENTS.
4. SEE FLILL ADDENDUNI FOR ADDITIONAL RECIUREMENTS.
5. ZONE 2/DPOSURE 'C'-. 56' UA)aKU HEIGHT
ZONE = V: 56" IWOMM HEIGHT
ZONE 'C.- 56" MA)aWM HEIGHT
ZONE 3/DFDSURE V.- 56- MAXIMUM HEIGHT
No. 0
-910334
STATE 0F
C) I -N
APPROVED BY
I-N r14 I N C.
FBEN
xollrm�' . * MAMI-GY. "
JACOBSEN HOMES MSE SKCW-ATM . WZARE M.T. 1 3-1-99
ORMAL. PROPWARY. AND 0ONFIDENTI& DRAWING TITLE:
LIJELI WMALS OF JWOEISEN MAICUPFACIMM nGURES 10.2 AND .10.3
P.O. Box 368 W_ 9" MATERIALS ARE PROVIDED TO 1W
UNIP0 S*'M HARBOR. FLORIDA 34695 REaRDIT FOR SPECFIC PURPOSES AND WUST BE DRAWNG NLWBER.
PHONE (777) 726-1138 WPT 0WOOM& AND SEUMI FRO11 OHM AD-TD-0073
k
ADDENDUM
GENERAL 'NOTES / TIE -DOWNS
NOTES:
1. FRAME Iff-DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL BE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
1 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOWNS Wr!EN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. V4EN ANCHCRS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSTALLED
IN ACCORDANCE WITH THE ANCHOR' MANUFACTURER'S INSTRUCTIONS.
4. FRAME BE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5L VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE 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 TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL MCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
& DESIGN BASED ON 95 1/2- I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0* (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UN17S W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS-MDABER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE VATH THE SPACING TABLES AND NOTES 4. 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON M. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER. ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION k.-D RPE OF SOIL IN
WHICH TE ANCHOR IS TO BE INSTkLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SUDING FORCES.
14. -ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91.
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND Va
15. ALL ODA 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 IN LONGITUDINAL BE-DOYN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING 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 THE CROSS -MEMBER
TO WHICH 11 IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
I& ALL FIDAS (DETAILS) SHOWN IN THIS SECTION ARE T)PICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REWIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE-DO%NS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG REOUREMENTS. ALI BLOCKAG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES:
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE 11 AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
ENGNEER &Wt It DAPIA APPROVAL-
........ 06;
F ROVED BY A.,
- .1 -0% _Ia�
5 10
ENE8703571
INC
40 111�1
,3
S NOT]
MSE SPECIFICADONS �P'
JACOBSEN HOME CMD DRAMCS 1i
ORIGINN. PROPRIETARY, AND CWWM DRA G
MNG
P.O. BOX 368 UATERIALS OF JACOMN 161AWrAC7MNG
W_ SUCH WERLALS ARE PROVIDED 70 THE
SAFETY HARBOR. FLORIDA 34695 REOPINT fOR SPECFX PJMSLS NO W-W BE DRAMNG
PHONE (813) 726-1138 *PT COWWnAL NO SECRET rROJ OMRS.
C.L.Y. I D"TE: 5-19-95 REV. LrnTFL.
TD-GENER':AL NO S A
PC T 0001
AD-TD-0001
52
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES stt
ZONE 11 & III/EXP- C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE III
FLOOR
MIN. OTY.
Ek END OF
ANCHOR
ANGLE
WIN. OTt
Ep, END OF
ANCHOR
ANGLE
WIDIH
Ek SECTION
MIN. G
EA. SECTION
UK G 1
20'-0'
2
36*
2
45*
24'-0"
2
46'
60.
25'-4"
2
50*
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOM
WIDTH
EAVE
OVERHANG
20'-0'
12"
�_01
31501
40'-50'
6'-8"
31501
40'-50'
2�-O'
.12'
8'-0*
31501
40*-50'
6'-8*
3150#
40'-50*
254
12"
81-0.
31501
40*-50'
6'-8'
31501
50*
26'-8'
12*
�-O'
31501
40*-50'
S.-8.
3150il
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE III
FLOOR
MIN. OTY.
Ek END OF
ANCHOR
UDL 011.
[A. END OF
ANCHOR
ANGLE
\j
WDTH
Ek SECTION
MR. 0
EA, SECTION
MIN. 9
20'-0'
2
50*
2
68*
24'-0*
2
70'
3
50'
25'- 4'
3
45'
3
60'
26'-C
3
45*
3
60'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 11
WND ZONE Nt
SPACING
DEL HEAD
LOAD
ANCHOR ANGIE
I
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0"
12'
54
31501
40*-45*
4'-0'
31501
40'-50'
q
24'-0"
12"
54
31501
40*-50'
4'-0'
31501
40 '-50'
25*4
12'
D 1 -4"
31501
40'-50'
4'-0*
31501
40*-50'
26'-8'
12"
5-4'
31501
40*-50',,,%w
3150#
40*-50'
NOTES:
ENGINEER 0
x
DANA APPROVAU
1. SEE AD-M-ODDI FOR ADDITIONAL REOUREmENIS.
No.
PPROVED BY/,�
2. SEE AD-M-0011 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE.
ENE Z
5
OF
INC
;4%,
FEXPALMAKFAMPIEDHOW
0
JACOBSEN HOMES
NOTIC&
THESE spEonrATioNs Amo DRAvANcs ARE
iCIRAN41011,
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAVANG TITLE.
NORM. SPACING TABLES
P.O. BOX 368
CRONN, PROMETARY. AND CONFIDENTLAL
MATERIALS OF JACOBSEN UNUACTMNG
ARE MYIDED 10 THE
A
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
W_ RMH WATERLALS
mopeT rcR !pEcFic awam Am wLm BE
1 OUT CWMR& AM SEOV I'MU OHM
DRAMNG NUMBER.
AD-TD-0010
ADDENDUM.
NORMAL TIE —DOWN SPACING TABLES
ZONE - Il & III/EXP. C & D
--LONGITUDINAl
%
MIN. WIND ZONE I WIND ZONE III
FLOOR MR CITY. ANCHOR UK oly. AHCH6_R
Ek DID Or ANGLE EA. 00 OF ANGLE
VADTH EA. SECTION JK 0 Ek SECTION UK 0
15'-4' 1 3 45 3 35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE 11
WIND ZONE III
SPACING.
DBL HEA
LOAD
ANCHOR WE
SPACING
DBL KA
LOAD
ANCHOR ANGLE
15'-4"
6' EACH SIDE
6,-10,
31501
40-46
5*-6'
31501
42-47
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE [I
WIND Z014E III
Ulm. OTY.
EA. END OF
Ek SECTION
ANCHOR
ANGLE
WIN. 0
UK OTI,
EA. DO OF
EA. ON
ANCHOR
ANGLE
MIN. 0
15- 4'
3
30
4
35
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
- WIND ZONE fl
W!IND ZONE III
SPACING
WIL I, Q-D
I LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
15-4-
6' EACH SIDE
4'-6-
L ii-501
-
47-50
3150#
44-50
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
2. SEE AD-7D-0073 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE.
1. MAX EAVE OVERHANG REFERS TO OVERHANG AT SDEWALL NOT FRONT OR REAR.
4. AM TABLES APPLY To 184' FLOOR %IDTHS %j7H 95 1/2-
I-BEAM SPACING. 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6- OVERHANG MAX EA0j SIDE OF LINIT).
& nDQVM T-T n
tEF. CALCS.
,tVVA, '/I
No.
910334
c-
STATE OF Z.
IVI 0 1 THESE SFlEQnCaDNsX, 1,DRU A�IGS
ORONAL FROMETARi D N
P.O. BOX 368 UATERIALS OF JACOat W TU8 DRANNG
INt StICH UAMZIMS ARE FRDAD[D TO THE
SAFETY HARBOR. FLORIDA 34695 RIMINI r0R SPEOnC PuRpoMS klD wfif BE DRAWING
PHONE (727) 726-1138 wl ccKnDENTuLL AXD SECRET rROW OrMa r(
WINUONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
e llg�
DAPIA
APPROVED BY
IN PINC.
M.T. DATE: 2-8-99 REV.
NORM. SPACING TABLES
:L AD-TD-0072
30 -51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION I I
SHOWING TIEDOYMS TV. FLOCR SMO M OM-1111M
7 "— CKws 7
Hr I
SEE NOTE 5 FOR
MAXM ON
L__j
AKHOR ANaE ANCHOR Ma
SET ANM WA VANDZONE III
Ir IN -1
FIGURE 10. 1 (110 MPH)
OF SEE FIGURE 5.0 FOR ALTMAN TIEr-DOWN WMD 20 PSF ROOF
10 PSF D.L
REY. CALCS. c -vll it,
s
ENQ& DAPIA APPROVAL.
NOTES: *%
1. SE AD-TD-0070 FOR SPACM TARIM No.
APPROVED BY
2. SEE AD-711-0070 FOR WANITY OF LONGITUDIAL TIE-DOYN STRAPS REOLIM. z 910334
3. SE! OTHER DETAILS FOR BLW= (PIER) WANITY AND OTHER REOL11REMENTS,
4. SIX RLL ADDENDLIM FOR ADDITIONAL KOUREMMM So-. STATE OF k' ON
5. ZONE 2AXPORK 'C'. 56- MAMW HOGHT mv INC.
ZONE 2AXPOStK V: W MAXWUM HOGHT N
-01
ZONE 3/DPOSLRE *C!: 56' MAMMUM HOW
zoNE sAwmx v.. 4o* mA)awum Harm 'fl I I
NO�Tnwa "7
JACOBSEN HOMES ME SKaMTM N�V DRA40s W
CRUVI. FIROPRIETARY, NO COPIFUMMAI.
MATMALS OF J%COEISEN UUWACTUF"
P.O. Box 368 W_ SIXH MATERIALS ARE PROVICIED M THE
E11OFFE] SAFETY HARBOR. FLORIDA 34695 RECIRIDIT FOR SPECIFE MOSES AM WIST BE
PHONE (727) 726-1138 KEPT MMIA 00 SECRET FROM CITHEK
DAW-- REV. LETIM-
.T. 3-1-99
FIGURES 10.0 AND 10.1
NUMBM- AD-TD-0071
MAX nX AL-IU-Qng IALU PLX AD-W-MV JAUL PER AD-fD-MIU TAME M AD-W-0(110 IAKE PER AD-M-WO TABLE MAX
FIGURE 10, 0
SEE FIGURE 2.0 FOR ALTERNATE M-DOVK METTIOD
ADDENDUM
ALTMATE TIE —DOWN SPACING TABLES
ZONE Il & III/EXP. C
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. WND ZONE 11 %IND ZONE M
FLOOR MR V. ANCHUR MR OTY. ANCHOR
EPL END U ARE EL END OF ANK
WIDTH Ek SECFM OL 0 Ek 3= MK 8
2S-4' 2 54! 3 40'
24!-T 5f - 3 40'
254 2 6T 3 44!
26'-Ir 3 31r 3 4ir
A 3T-ir 3 4T 4 41'
(SE NOTE #4 FOR MM ANGO)
VMCAL TIE—DOlVN MAME TER—DOW SPACING TABLE
MIN. MAX. WIND ZONE 11 WKI ZONE 11
FLOOR EAVE wars SOL IIFA ANCHOR AKE SPACING WL IfA mm AINIE
IMOIH OYMANG LOAD wa
'54 120 5*4 31501 401-45' 6-4m 31501 35'-C
12' 54 31MI 401-C 5-4' 3150# W-4T
254 12* 54 31501 4Ot4F 54 3150f 35'-40-
2V-8' 12" 54 31501 1 W-46 6-4! 3154 1 3F-W
12' 31501 1 W-45' 51-If 3150# 1 35'-9
(SE NOTE #4 FOR ANCHOR ANGLES)
No 45484
vs,
8 TA
REF.CALC.
C-,TD -: 215.01 - 215.20
o
'0NA%_
NOTEL ENGINW APPROVAL, DAPIA APPROVAL,
1. SM AD-M-00M FOR ADDITIONAL REWELDITS APPROVED BY
2. sM AD--7D-=Ij FOR MAWN PIER HMTS REQUIED FOR THE LOADS
ON AiINC.
TABIKA7ED AM JIM 16,2009
a 11-com DES= ON THIS PNX APPUGAME TO DMME WM ONLY
FEDERAL MANLIFACTURED HOME
4. WM ANCHOR ANGIE SHOWN IN TE CHART ABDW CANNOT BE AOMM, CONSTRUCTION AND SAFETY STANDARDS
INSTALM AN AFPROV9 STAMM FLAIL
NO2ME DRAYN BY. M.T. 06-04-09
r—= JACOBSEN HOMES nm wmm-ow mm
=MVL PFAMIARY. NO COMMMt DRAWING
MAIM" Of #DOW MAKIFACTIM0 TTTLRLTERNATE SPACING TABLES
P.O. BOX 368 W. SLV4 VAISM AIIE FRW= 70 71E
SAFETY HARBOR, KORIDA 34695 MW ftR MW ROM AM ON K DRAXNG NUMMt
PHONE (813) 726-1138 WT CXFW= n SMIEt FROM UMIS AD-TD-0010.1
50
31
ADDENDUM
ALTMATE TIE —DOWN SPACING TABLES
ZONE Il & III/EXP. C
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. WND ZONE 11 %IND ZONE M
FLOOR MR V. ANCHUR MR OTY. ANCHOR
EPL END U ARE EL END OF ANK
WIDTH Ek SECFM OL 0 Ek 3= MK 8
2S-4' 2 54! 3 40'
24!-T 5f - 3 40'
254 2 6T 3 44!
26'-Ir 3 31r 3 4ir
A 3T-ir 3 4T 4 41'
(SE NOTE #4 FOR MM ANGO)
VMCAL TIE—DOlVN MAME TER—DOW SPACING TABLE
MIN. MAX. WIND ZONE 11 WKI ZONE 11
FLOOR EAVE wars SOL IIFA ANCHOR AKE SPACING WL IfA mm AINIE
IMOIH OYMANG LOAD wa
'54 120 5*4 31501 401-45' 6-4m 31501 35'-C
12' 54 31MI 401-C 5-4' 3150# W-4T
254 12* 54 31501 4Ot4F 54 3150f 35'-40-
2V-8' 12" 54 31501 1 W-46 6-4! 3154 1 3F-W
12' 31501 1 W-45' 51-If 3150# 1 35'-9
(SE NOTE #4 FOR ANCHOR ANGLES)
No 45484
vs,
8 TA
REF.CALC.
C-,TD -: 215.01 - 215.20
o
'0NA%_
NOTEL ENGINW APPROVAL, DAPIA APPROVAL,
1. SM AD-M-00M FOR ADDITIONAL REWELDITS APPROVED BY
2. sM AD--7D-=Ij FOR MAWN PIER HMTS REQUIED FOR THE LOADS
ON AiINC.
TABIKA7ED AM JIM 16,2009
a 11-com DES= ON THIS PNX APPUGAME TO DMME WM ONLY
FEDERAL MANLIFACTURED HOME
4. WM ANCHOR ANGIE SHOWN IN TE CHART ABDW CANNOT BE AOMM, CONSTRUCTION AND SAFETY STANDARDS
INSTALM AN AFPROV9 STAMM FLAIL
NO2ME DRAYN BY. M.T. 06-04-09
r—= JACOBSEN HOMES nm wmm-ow mm
=MVL PFAMIARY. NO COMMMt DRAWING
MAIM" Of #DOW MAKIFACTIM0 TTTLRLTERNATE SPACING TABLES
P.O. BOX 368 W. SLV4 VAISM AIIE FRW= 70 71E
SAFETY HARBOR, KORIDA 34695 MW ftR MW ROM AM ON K DRAXNG NUMMt
PHONE (813) 726-1138 WT CXFW= n SMIEt FROM UMIS AD-TD-0010.1
50
31
ADDENDUM
TIE -DOWN SYSTEM
—TYPICAL—SIDE—ELEVATION--
9400 TIF—DOW SPACINGS
MAX nK W-*-MU IAtXt ftX M-[U-WIU IAMI rtx Pv-lLp-lwlu IPZLL rrj% m-iv-wiv
FIGURE 1. 0
SEE FIGURE Zo FOR ALTMATE IE-DOM EMOD
TYPICAL CROSS SECTION
SHOWNG TIEDOWNS
FIGURE I. I
SEE 11GUR15.0 FOR 0WATEIIE-DOWNa alliff",
ENGINEER ARMOVAC
Do
NOTES-
1. SEE AD-M-0010 FOR spAaNG TABLES.
2. SEE AD-M-0010 FOR WAN" OF LONGITUDIAL TIE-DOVM STRAPS REQUIRED. N o
3. SEE OTHER DETAILS FOR BLOMNG (PIER) OUANTITY AND OTHER REOUIREI"TS. ENE8703571
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/DPOSURE 'C'-. 60' MA)OMUU HEIGHT S"r&
Z
ZONE 2AVMRE 1)': 4-V UA)WUM HEIGHT
ZONE 3/DPOSURE 'C- 40' MA)MUil HEIGHT
0 AN
ZONE 3/E)POSURE V': 36" MAXIMIUM HEIGHT .........
nAl At
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (aI3) 726-1138
NO'nC& I --
DIM SPECIFICATIONS AND DRAWINGS ARE
ONGINAL. PRMK7ARY, AND COWIDENUAL AWING
MATERIALS OF JACOBSEN MANLIFACTURING
Wl SLKN MATERIALS ARE PROVM TO THE
FE01104T FOR SPECFX PtIRPM 90 MT BE DRAWING
IVT WWUAL ME SEORET rROM OTHM
SEE NOTE 5 FOR
umm HEIGHT
INC
C.L.Y. I DATE. 3-27-95
FIGURES 1.0 AND 1.1
It AD—TD-0011
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
MIN. 01) ZONE 11 WND ZONE III_
FLOOR UK OTY. AN04OR UK OTY. ANCH5-R
Ek END or ANGLE EA DO OF ANGLE
WIDTH EAL SECTION MIN. 9 EA. SECRON UK e
36-8 3 40 3 25
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WDTH
MAX.
EAVE
OVERHANG
WND Z(Y4E 11
MND ZONE III
SPAONG
DRL KQ
LOAD
114m Rw
SPAONG
DBL HEA
LOAD
kNCHOR ANGLE
30'-B*
6'
V-9,
315-01--
41-46
5'-5-
3150#
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
MOTH
WND Z014E 11
WIND ZONE III
UK OTT.
Ek END OF
EA. SECTION
AKHM
ANGLE
UK 0
UK OTY.
EA. END OF
EA. SECT04
ANDiOR
ANGLE
UK 0
36-81
4
42
4
25
VERTICAL TIE -DOWN FRAME TIE -DOWN SO ACING TABLE
MIN.
FLOOR
MOTH
MAX.
EAVE
OVERHANG
VAND ZONE h
WIND ZONE III
SPAONG
D3L HEEAD
LOAD
mm ANGLE
SPAOHG
DEIL HEAD
Loa
AN0iOR ANGLE
30'-8"
6'
4-6"
31501
46-50
4'-0'
31501
49-52
NOTES:
1. SEE FULL ADDENDUM FOR ADDIMONAL REQUIRIEMENTS.
2. SEE AD—M—OD71 FOR MAXjMUM PIER HEIGHTS REWRED FOR THE LOADS
TABULATED ABOVE.
VANDZ0NE III
(liO MPH)
20 PSFROOF
10 PSF D.L.
IEF,C,ILCS.
EN!�T AW&O 14 jt� -It, DAM APPROVAW 0 S W
. �oll
c� 'r.\STE" 'FIlv
%
;zv. No. APPROVED BY
910334
C-T.AT Of=
INC.
A CONSTWX101 AKO SkRcn SUfQ%PZ
NOTICEY DRAM BY-. DATE: REV. LETTER:-
r—= JACOBSEN HOMES msE SPEOnCATMS mm ORAwN0S AM M.T. 2-8-99
ORIONAL PROPRIETARY. AND C%MNTIAL
P.O. BOX 368 MATERIALS OF JACOBSEN U kCMINC DRAWING TITLE:
MALS ARE PR=
'INN P, SAFETY HARBOR, FLORIDA 34695 wt SlicH WA7 0 010 THE NORM. SPACING TABLES
RECPIENT rCR SPEGM PJWM mg MM M
PHONE (727) 726-1138 KEPT CDFMTK AND SEOO rRom orCM DRA%ING NUMBER: AD—TD-0070
vcp� 49
I
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PRO\ADED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A' '
WCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL 'B'
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
S
SIMILAR DEKE TO
'M L C
PROTECT STRAP AT ALL
P OT
P
�LS
,LSHARP CORNERS.
DETAIL T'
THIS TYPE OF PROTECTION MAY BE USED FOR
PROT;q-,YI?N,,AT LONGITUDINAL TIE CONNECTIONS ALSO.
S T11
NOTES:
No. -0
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
910334
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY. BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). 4e ;4%.
ON
to
ME D AND 01
NOTIC& DRATM BY.
JACOBSEN HOMES TKSE SPEMICA706 AND DRAWM ARE
ORIONAL PROPFUETART. AND COMMENTLAL DRAMNC TITLE:
UATMALS OF JACOOSEN MAIWACTUMNG
P.O. BOX 358 INC. SL10i VATEMALS ARE PROVOM M TIE
SAFETY HARBOR, - FLORIDA 34695 REWBT FOR SPECM KWM MD , VMT BE DRAVdNG NUL48ER:
PHONE (813) 726-1138 WT C04-M71AL MD SECRET rROLA OTtERS.
DAPIA APPROVAL
APPROVED EY
INIq I N=
I -
W*R& LWLIFACTURED "Mrt
MWRjCT0AWS*UX5&W=
NOV 2 4 1998
DATE. I REV. LETiER:
M.T. 11-18-98
MISC. TIE -DOWN
AD-TO-0050
f
it/
loomm-1
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE UNATION
SHOWING TIE -DOWN SPACINGS
FIGURE 1. 0
TYPICAL CROSS SECTION n?. Rm
SHOWING TIEDOWNS
TV.
MCHM MME (SEE NN #5) MCHM MGM (SEE Km 16)
FIGURE 1. 1
05IM BASM ON 95 11f �-UM MM W 96' KOf SIRVAU)
D 0;;
No 4
% ' *,4c/
SEE 10TE 5 FM
mum HEIV
NOTES:
1. SEE AD-TD-0010.1 FOR SPACING TABLES.
APPROVED
wo
ON
BY
2- SEE AD-TD-ODIOA FOR QUANITY OF LONM= 7EDO%W STRAPS REWRED.
& SEE OTHER DETAILS FOR 8=KG (PIER) CAJANTITY AND OTHER RWREMENTS.
16,20D9
AIN c
4. SEE AD -To -00 FOR ADDITIONAL RENREMEN13%
FEDERU
rdANUFACMRED
ROME
5. ZOE 2/LWMREC!: 67* MA)MUM MGHT
CONSTRUMON AND WENSTANDMS
ZOE 3/t*OSURE V: Sr MAMUM HEIGHT
6. *0 ANCHOR ANGLE SHON ON AD-TD-OD10-1 CWOT BE A(HEYM,
REF. CALCS-
INSTALL AN APPROVED STAERLIZER PLATE
C-TD- 215.01 - 215.20
NO=
JACOBSEN HOMES IMM SPW=AT= MD DRAW= ME
=Wfil. PWAUAff AM 0MIRDMIAL
MAYEM OF JACDBM MANUFACMG
P.O. BOX 368 Nt SUCH MAMOU AN PFMM.TD 19
SAFETY HARBOR, FLORIDA 34695 FEWW Fat SPEW PIJ*= NO WST IE
. I PHONE (813) 726-1138 IVT OMWAL N(D SIOU FROM 011M
T. I— -_ 06-04-09
FIGURES 1.0 AND 1.1
AD-TD-0011.1
40
L '
33
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
_ZONIE-11- & III/EXP. C & D_
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WND ZONE 11 -
WND ZONE III
FLOOR
MIN. OTY.
ANCHOR
MIN. OTY.
ANCHOR
WIDTH
Ek END OF
ANGLE
Ek END OF
ANGLE
EA. SCTION
MIN. 0
EA. SECTICH
MIN. 9
12'-0*
2
43* 1
2
55'
2
50-
2
68*
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 11
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DEL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
12'-0'
6'
6-0,
31501
40'-50*
C-8,
3150#
40'-50'
13'-4"
6"
31501
6-50.
6-8,
31 01
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE 11
1 WIND ZONE III .
MIN. OTY.
ANCHOR
MIN. OTY.
ANCHOR
FLOOR
WDTH
Ek W OF
ANGLE
Ek END OF
ANGLE
EA. SECTION
MIN. 0
EA, SECTION
MIN. 0
12'-0*
2
64*
3
47'
12'-0'
3
37'
4
33'
13'-4*
3
3
55-
IT4
4
30"
4
38'
VERTICAL TIE —DOWN FR91E TIE —DOWN SPACING TABLE
MIN.
MAX.
WND ZONE 11
WND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
I
SPACING
DEL HEAD
AN04OR ANGLE
FLOM
EAVE
WDTH
OVERHANG
LOAD
LOAD
6"
54
31502
z
40*-45
4'-0"
315014
r
40'-50*
13'- 4"
6'
5-4"
31502
40*- 50'
4'-0*
31501
40*-50'
NOTES:
ENGINEER%gVkli��, D
DAPIA APPROVAL
1. SEE AD-TD-DOCII FOR ADD17IONAL REQUIREVENTS.
-`\STE
APPRO BY kQ--
THE LOADS
No. %
'NI[ri
2. SEE AD-M-0013 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR
%
ENE8703571
JUN 1 5
TABULATED ABOVE-
S
3. MAX. EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
P'll,
> INC
4. ABOVE TABLES AMY TO 160* FLOOR OR 144* FLOOR WIDTHS WITH 95 1/12'
STATAT F_
fL0(PAMMFA0LP0M3WF
I -BEAM SPACING, 96- MAXIMUM SCIEWALL HEIGHT AND 6- MAXIMUM SIDE
MAX. EACH SIDE OF UNIT).
VC) I
OVERHANG (6- OVERHMC
JACOBSEN HOMES
NOTICE: '"Oh-
IMSE SPEM-ICATMS IIND DRAVINGSW"
'OR A%.
I I I l"k C.L.Y.
DAME:
-30-
1 5 95
REV. If 17TER;
DRAWING MTI.E:'
NORM. SPACING TABLES
P 0. BOX 368
OFACINAL PROPFIEURY. AND CONFID(NTIAL
WLTERIALS OF ACOSSEN UNUACTURING
W_ 9XH WA7�?AS AK PROVIDED 70 THE
SAFETY HARBOR, FLORIDA 34695
RECIPM FOR VEOX PJPM AM MLri uE
DRAXNG NUMBER:
PHONE (813) 726-1138
KEPT C"[07A AM SEORET FROW DTIM
AD-TD-0012
34
ADDENDUM
06� ALTERNATE TIE -DOWN SYSTEM
TYPICAL CROSS SEMN
SHOWING TIEDOWINS
MILE
FIGURE 7.0
SEE FIGURE L3 FOR RBCOWNDED TIE-DDTN WHOB
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXIMUM HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DOIFN CONFIGURATION A ME CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR TflH A DESIGN WAD (TORKNO WAD) RATING OF
4,ODO POUNDS AND AN ULTIMATE LOB RATING OF 6.000 POUNDS MUST BE USED. AN EQMLW ANCHOR WMG THE ABOVE SPECIFICATIONS IIADE BY
ANOTHER WUFICTURER KAY BE USED IN LIEU OF THE STU CREST PRODUM ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS 9iO%W ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD-M-0001 FOR ADD17IONAL REQUIREMENTS.
ALL WIND ZONES AND IN B07H EXPOS11M 'C' AND EXPOSURE V. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' �-BEAIM THE MAK
2. SEE 07HER DETAILS FOR BLODONG (PIER) QUAN117-Y AND OTHER RECIUMENTS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-ID-0035).
RECOMMENDED METHODS FOR IRSTALUNG FRAME TIE-DOW&
4. ZONE 2/EXPOSURE V: 38" MAXIMUM HEIGHT
ZONE 2/EXPOSURE V: 28' MAXIMUM HEIGHT
'C*:
ENO
DAPIA APPROVAL
ZONE 3/EXPOSURE 26" MAXIMUM HEIGHT
ZONE 3/EXPOSUIRE '0" 28' MAXIMUM HEIGHT
APPROVED BY
5. SEE AD-M-OD35 FOR ADDITIONAL NOTE&
'g . No.
N114INC
T QF cc _z
'94,- DATE: KV. LETTER:
14073CE ',
r= JACOBSEN HOMES mi: smanCATIONS MID DRATANM ARE C.L.Y. 5-30-95
cft� . � DRAWING MTLL
P.O. BOX 368 MATERIALS OF JACOM MANUFACAMG FIG. 7.0
SAFETY HARBOR. FLORIDA 34695 W_ S)CH MATERIALS ARE MADED TO THE A
KOPOff FOR SPE= Rwm mc mm 9E DRAWING NUWBM
PHONE (813) 726-1138 PVT CDWIDENTX NO SECRET IRM ormm AD-TD-0041
47
ADDENDUM
ADDENDUM
stt
ALTERNATE TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WND ZONE 11 WIND ZONE III
FLOOR ANCHOR UK OTY. AN01OR
EA. END OF ANGLE EA. END OF ANGLE
WIDTH Lk SECTION MiN. 0 E.A. SECTION MIN. 9
12'-0' 2 43' 2 55'
13'-4" 2 50' 2 68'
VERTICAL TIE -DOWN /.FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE 11 WIND ZONE III
FLOM EAVE SPACING DOL HEAD ANCHOR ANGLE SPACING DEL HEAD ANDJOR ANGLE
WIDTH OVERHANG LOAD LOAD
12'-0" - 6' 4'-0' 37501 20* 4'-D' 39001 22'
13-4 1 6' 1 54 38501 25' 1 5'-4' 3960# 30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGI TUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE 11 WIND ZONE III
FLOOR MIN. OTY. ANCHOR MIN. OTY. ANCHOR
Ek END OF ANGLE EA. END OF ANGLE
WIDTH EA. SECTION UK 0 EA. SECTION MIN. 0
12'-0' 2 64' 3 47'
12'-0' 3 37* 4 33*
13'-4' 3 1 42' 3 1 55'
13*4 4 1 30' 4 1 38'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE 11 WIND ZONE III
ANCHOR ANGLE SPACING DEL HEAD ANDO ANGLE
WIDTH OVERHANG LOAD I LOAD
FLOOR EAVE SPACING DEL HEAD
12'-0' 6' 4'-0' 3950# 25' 2'-8' 39301 20'
13'-4' 6" 4'-0' 39601 25' 1 2'-B* 4D0Oj 30'
THIS ALTERNATE APPLICATION REQUIRE
.... 4,Q0'.0 POUND ANCHORS
ENGlIg
. �IAPPRqo�.L' L)o DAPIA APPROVAL -
NOTES:
1. SE AD-M-00011 FOR ADDITIONAL REOLIMENIS. APPROVED 13Y
-L-- No.
Z SM AD-M-0036 FOR MAXIMILIM PO IfIGHTS REOWRED FOR THE LOADS
f
7AMU10 ABOVE ENE-8703571
jm 1 5'95
1 MAX. EAVE OVERHA4 REFPS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
NA
7 INC,
4. ABOVE TABLES APPLY TO 160* FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2- FIX
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6" MAXWUM SIDE
OVERHANG (6- OVERHANG MAX EACH SIDE OF UN14
n All
N071M "'i'lln I r&vImlby:- C.L.Y. DATE' 530-95 REV. LETTER.
r-= JACOBSEN HOMES msE spEanCAT05 AW INUMM AM
MCINA, PRWWARY. AND CWWTIAL DRAWING TITLE-
MATMALS Or JACOM UMUFAC7MNG ALT. SPACING TABLES
P.O. Box 368 W_ SUDi MA7MV.S W PWM0 TO TKE A
SAFETY HARBOR, FLORIDA 34695 REOPENT FOR 9)ECnC PJN0, NO 951 BE DRAWING NUMBER:
I nip PHONE (813) 726-113a PUT OWWRAL NO IOU nMM OHM AD-TD- 0040
1%
. �l . TIE -DOWN SYSTEM
TYPICAL SIDE ELEVAflON
SHOW X-DOWN SPACINGS
NOTES: ENGINEER flW0Mbjjj,, DAPIA APPROVAL-
" %%% Do, f"',
1. SEE AD-111-0012 FOR SPACING TABM AND NOE& c-
2. SEF AD-TD-DD12 FOR OLIAN17Y OF LONGITUDiAL TIE -DOWN STRAPS REGLIR'm. .-`NSTE APPROVED BYg..,
No."**-
3. SEE 07HO DETAILS FOR BLWaNG (PIER) O(jANTITy AND 07HER REMWEMENM 0
4. SEE AD-M-0001 FOR ADDITIONAL REotilaEN7S. ENE870357 JAN ii i
-5. ZONE 2/DFC%RE 'C': 30' MAXIMLIM HOMT 4::g -
ZONE 2/EXPOSURE '0': 48* MAXIMUM HEIGHT 12-0 F- FEDtKk mimFACTURED NME INC,
ZONE 3AXPCWRE 'C'- 28- MAXIMUM HMT S _p_
ZONE 3/bPOWRE '0': 60' MAMMI HEIGHT
FIGURE 1.2
SM MUM P-0 FDR &MAU TIS-DOU IMD
SEE NOTE 5 FOR
WLWW HEIGHT
TYPICAL CROSS SEMN
SHOVANG TIEDOWNS
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR AIMATE 7Z-DDVN iMD
0
NO"CK 'MA
JACOBSEN HOMES 7ff_'T SKanCA7KINS AND D;'"Ma
OlaGINAL, PROPMETARY. AND MKFMTLAL
P.O. BOX 368 MA71ERIALS OF ACOBSEN UANLlFAC7WW
INC. SIKH MAMtKS AM PRDVM 70 THE
SAFETY HARBOR, FLORIDA 34695 KCIPIENT FCR SPEM PtFtPW AM MUST BE
PHONE (813) 726-1138 ITPT CWMng AM SMn FROM ONO&
35
46
C.L.Y. I "' 5-19-95 REV. LErrE
FIGURES 1.2 AND 1.3 A
PC AD-TD-0013
ADDENDUM
stt
ALTERNATE TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WND ZONE 11 WIND ZONE III
FLOOR ANCHOR UK OTY. AN01OR
EA. END OF ANGLE EA. END OF ANGLE
WIDTH Lk SECTION MiN. 0 E.A. SECTION MIN. 9
12'-0' 2 43' 2 55'
13'-4" 2 50' 2 68'
VERTICAL TIE -DOWN /.FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE 11 WIND ZONE III
FLOM EAVE SPACING DOL HEAD ANCHOR ANGLE SPACING DEL HEAD ANDJOR ANGLE
WIDTH OVERHANG LOAD LOAD
12'-0" - 6' 4'-0' 37501 20* 4'-D' 39001 22'
13-4 1 6' 1 54 38501 25' 1 5'-4' 3960# 30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGI TUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE 11 WIND ZONE III
FLOOR MIN. OTY. ANCHOR MIN. OTY. ANCHOR
Ek END OF ANGLE EA. END OF ANGLE
WIDTH EA. SECTION UK 0 EA. SECTION MIN. 0
12'-0' 2 64' 3 47'
12'-0' 3 37* 4 33*
13'-4' 3 1 42' 3 1 55'
13*4 4 1 30' 4 1 38'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE 11 WIND ZONE III
ANCHOR ANGLE SPACING DEL HEAD ANDO ANGLE
WIDTH OVERHANG LOAD I LOAD
FLOOR EAVE SPACING DEL HEAD
12'-0' 6' 4'-0' 3950# 25' 2'-8' 39301 20'
13'-4' 6" 4'-0' 39601 25' 1 2'-B* 4D0Oj 30'
THIS ALTERNATE APPLICATION REQUIRE
.... 4,Q0'.0 POUND ANCHORS
ENGlIg
. �IAPPRqo�.L' L)o DAPIA APPROVAL -
NOTES:
1. SE AD-M-00011 FOR ADDITIONAL REOLIMENIS. APPROVED 13Y
-L-- No.
Z SM AD-M-0036 FOR MAXIMILIM PO IfIGHTS REOWRED FOR THE LOADS
f
7AMU10 ABOVE ENE-8703571
jm 1 5'95
1 MAX. EAVE OVERHA4 REFPS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
NA
7 INC,
4. ABOVE TABLES APPLY TO 160* FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2- FIX
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6" MAXWUM SIDE
OVERHANG (6- OVERHANG MAX EACH SIDE OF UN14
n All
N071M "'i'lln I r&vImlby:- C.L.Y. DATE' 530-95 REV. LETTER.
r-= JACOBSEN HOMES msE spEanCAT05 AW INUMM AM
MCINA, PRWWARY. AND CWWTIAL DRAWING TITLE-
MATMALS Or JACOM UMUFAC7MNG ALT. SPACING TABLES
P.O. Box 368 W_ SUDi MA7MV.S W PWM0 TO TKE A
SAFETY HARBOR, FLORIDA 34695 REOPENT FOR 9)ECnC PJN0, NO 951 BE DRAWING NUMBER:
I nip PHONE (813) 726-113a PUT OWWRAL NO IOU nMM OHM AD-TD- 0040
1%
. �l . TIE -DOWN SYSTEM
TYPICAL SIDE ELEVAflON
SHOW X-DOWN SPACINGS
NOTES: ENGINEER flW0Mbjjj,, DAPIA APPROVAL-
" %%% Do, f"',
1. SEE AD-111-0012 FOR SPACING TABM AND NOE& c-
2. SEF AD-TD-DD12 FOR OLIAN17Y OF LONGITUDiAL TIE -DOWN STRAPS REGLIR'm. .-`NSTE APPROVED BYg..,
No."**-
3. SEE 07HO DETAILS FOR BLWaNG (PIER) O(jANTITy AND 07HER REMWEMENM 0
4. SEE AD-M-0001 FOR ADDITIONAL REotilaEN7S. ENE870357 JAN ii i
-5. ZONE 2/DFC%RE 'C': 30' MAXIMLIM HOMT 4::g -
ZONE 2/EXPOSURE '0': 48* MAXIMUM HEIGHT 12-0 F- FEDtKk mimFACTURED NME INC,
ZONE 3AXPCWRE 'C'- 28- MAXIMUM HMT S _p_
ZONE 3/bPOWRE '0': 60' MAMMI HEIGHT
FIGURE 1.2
SM MUM P-0 FDR &MAU TIS-DOU IMD
SEE NOTE 5 FOR
WLWW HEIGHT
TYPICAL CROSS SEMN
SHOVANG TIEDOWNS
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR AIMATE 7Z-DDVN iMD
0
NO"CK 'MA
JACOBSEN HOMES 7ff_'T SKanCA7KINS AND D;'"Ma
OlaGINAL, PROPMETARY. AND MKFMTLAL
P.O. BOX 368 MA71ERIALS OF ACOBSEN UANLlFAC7WW
INC. SIKH MAMtKS AM PRDVM 70 THE
SAFETY HARBOR, FLORIDA 34695 KCIPIENT FCR SPEM PtFtPW AM MUST BE
PHONE (813) 726-1138 ITPT CWMng AM SMn FROM ONO&
35
46
C.L.Y. I "' 5-19-95 REV. LErrE
FIGURES 1.2 AND 1.3 A
PC AD-TD-0013
ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL SIDE ELEVATION
qHnVANC TIF-DOWN SPACINGS
FIGURE 2. 0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS- SECTION(S)
r n rl - fo,
-c4> DAPIA APPROVAL,
NOTES: c
APPROVED BY
1. SEE AD-TD-0010 FOR SPACING TABLES. No.
2 EN-8703571
SEE AD-M-oolo FOR OUAMTY OF LONGITUDIAL ME-DOW4 STRAPS REQUIRED. 15
3. SEE O7M DETAILS FOR BLOCYJNG (FIER) QUANTITY AND OTHER REQUIREMENTS.
IN I INC
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
D) SIR
At.
No 710E:
DRAM4 BY:
"TE:
REV. LETTER:
JACOBSEN HOMES
THESE SPEWCATIONS AND DUVdNCS AM
C.L.Y.
I 5-19-95
p 0. Box 368
MGNN- PROPUTARY. AND CONnDENTLAL
MATERIALS OF JACOEISI�N UAMFACIMNG
DRAWING MTLL-
FIGURE 2.0
A
1
W_ WCH WATEXkS ARE PROVDIED, TO THE
SAFETY HARBOR. FLORIDA 34695
REOMT FOR PECIX PJM93 NO VUSI BE
DRAWING NUMBR-
PHONE (613) 726-1138
PUT CWMnk XND 100 FROM OMn
AD-TD-0014
11
%S
A. 16� ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
"s 0
TYP. CROSS SECTION(S)
SHOWNG TIEDOWNS
Mal ME
FIGURE 6. 0
SEE MUM 3.1 FOR RECOMIENDED TIE-DOITN MEOD
Sa NOTE 5 FOR
Ma" HEIGHT
[TAB ON AD-M-UM
TO M STAN= IJULT
OF THE UNIT -SEE NOTE I�M
Tr. FLOOR SYM-7 I I Tip.
ANM ANQE kImAw
FIGURE 6.1
SEE FIGURE 12 FOR WMIENDED TIE -DOWN VETHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATIO-N REQUIRES 4,000 POUND ANCHORS
THEN USING THIS M-DOI INI 0371GURATION A STYLE CREST PRODUCTS IIODEI, 57SH (TYPE 2), AUGER ANCHOR TO A DESIGN IDAD (TORKING, WID) RATING OF
4,000 POUNDS AND AN ULMIATE IDAD RATING OF 6,000 POUNDS UUST BE USED. AN EQUIVIIM ANCHOR IIELIVG THE ABOVE SPECIFICATIONS MOE BY
ANOM WUFACTMR MAY BE USED IN IEU OF THE MW CREST PRODucis ANcHok
NOTES:
1. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE ODU DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOLAREMEN17S.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOYM SPACING TABLES (AD-TD-0020).
4. FOR FIGURE LI SEE NORMAL ME -DOWN SPACING TABLES (AD-TD-0010).
(ALSO SEE AD-M-0020 AND AD-M-0021)
5. 20NE 2/EXPOSUIRE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D'- 24- MAXIMUM HEIGHT
ZONE 3/EVOSURE 'C': 24- MAXIMUM HEIGHT
ZONE 3/EVOSURE 'D-. 28* MAXIMUM HEIGHT
,HE ALTERNATE ME -DOWN METHODS SHOV.4 ABOVE ARE ACCEPTABLE FOR USE IN
ALL wJ4D ZONES AND IN B07H ExPOR;RE 'C AND EXPOSURE 'D. HOWEVER, BY
INSTALING THE FRAIkE TE-DOWN 57RAPS AT THE 'C1U7BOAFV I -BEAM THE WAX
HEIGHT OFF THE GROUND IS MATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWN&
No.
5NE87035ZL_
STWA5OF
PPROVIED BY
" 1 5
N IP INC
I///,,; V, 4K" Is REV. LETTER:
NCnCF_ IT.,%%%, I 1A1
JACOBSEN HOMES THESE SPEanCATIONS AND DRAVARM ARE" I if lilt, C.L.Y. 5-30-95
ORIGINAL PRWKYARY. 11; IM "Im am DRAMNG MILE.
P.O. BOX 368 MATERIALS OF JACOM MANLJTAc?"G FIG. 6.0 & 6.1
SAFETY HARBOR. FLORIDA 34695 W_ SIjcH MATERKS AK PRDKDED TO THE
KCIPIENT FOR SPEC" PJMZ MID MM BE DRAWING NUMBER:
PHONE (813) 726-1138 WT MWIDENTLAL " sEav nmu omm AD-TD-0033
36
45'
%%GA wNcot *N
WPM- ADDENDUM
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE III
—_ OTY.
WIN. CITY.
EA. END OF
ANCHOR
ANGLE
WIN. OTY.
Et END OF
ANCHOR
ANGLE
FLOOR
A I
'MDTH
U SECVONT
Ek SECTION
MIN. 0
E.A. SECTION
MIN. 0
20'-0*
N/A
N/A
�_/_Aj
N/A
24'-C
42'
2 1
53'
25'-4*
2
45'
2 .1
58'
26'-B"
27—
48'
3 1
3-7
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 11
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DBL READ
LOAD
ANCHOR ANGLE
FLOM
EAVE
WIDTH
OVERHANG
LOAD
20'-0"
12'
NIA
N/A
N/A
N/A
N/A
N/A
24'-0"
12'
4'-0"
40001
20*-30'
4'-0'
4000#
20*--30'
254
12'
4'-0'
40001
20*-30'
4'-0'
4000#
29-30-
26'-8'
12'
�_ol
40DOJ
20*-30'
.4*-0'
4000#
25'-30-
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WND ZONE III
_QTY
EA. END OF
ANCHOR
ANGLE
UK CITY.
EA. END OF
ANCHOR
ANGLE
FLOOR --flN.
WIDTH
EA. SECTION
WIN. 0
[A. SECTION
MIN. 9
20'-C
N/A
N/A
N/A
N/A
24'-0"
2
1 60*
3
1 45
254
2
1 56-
3
1 48*
26'-8'
3
1 41"
3
1 52'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 11
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOM
EAVE
WIDTH
OVERHANG
LOAD
2C-O'
12'
N/A
N/A
N/A
N/A
NIA
N/A
24'-0'
12'
S-8,
40001
Jo
0 320'
2'-8'
4000#
20*-30'
254
12'
�-o'
40001
j.2
Zs�-30'
S- 2'
40001
lst-30*
26'-8'
12"
I!-o"
40001
25*-30'
S-2'
4000#
1 25'-30-
NOTES:
ENGINEER I MOVIN11111111,,
% IF
DANA APPROVAL
1. OFFSET SECTION WITH THE MAIRRIIAGE UNE WALL WENID BEYOND THE ENDWALL OF
C Do�",,,
APPROVED BY
7HIE ADJAMT SEM MUST BE TIED DOWN AT THE MAIRRIAll LINE IN ACCORDANCE
p
oor
ON
VATH X TAWS ABOVF_ THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
No. 0% " IT
JUN 1 199§
BE TIED DIDW IN ACCORDANCE VAIN THE ALT. SPA13NG TABLES (AD-M-OD30).
AINC
2 SEE AD-70-0001 FOR A011MAL REOUREMENTS.
�.T
ST.�r;- . f
FC'OL-'-
3. SEE AD-TD-0033 FOR MAXIMUM PIER HE)GHT REOIARED FOR THE LOADS TMUTED
ABOVE.
r= JACOBSEN HOMES
NO7ICF_
SKOMMM MV
C.L.Y.
DATE:
5-30-95
REV. UEMR.
DRAMNG 7ITLE_
ALT. SPACING TABLES
CRONAL PROPRIE AND OXMnk
MATERIALS Or JACOB" MMXACUM
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
W_ SLKH MATERLALS ARE PROVW TO THE
pEwW rolt SPECrC MWOZ NO Wfil K
DRAMNG NUMBER:
AD-TD-0032
PHONE (813Y 726-113a
WT CWWTK AM SEOV n= OTMM
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE VI-EW OF MAIN FiAME
,E-DOW STRAP
SEE 07HER OVALS
FOR TIE-DOW STRAP
SPECIFICATIONS,
,u
IT
APPROVED ANCHOR WEILDED TO
MAIN I-EEAM (SEE OTXER DETAILS
SEE AD-11D-0200 FOR FOR WELDING) TO BE INSTMIF-6
RADIUS CUP DCTA!LS AT W FACTORY.
(REWRED THIS LOCATION). (MIN. 31501 WGRKING [DESIGN] LOAD
AND 47251 ULTIMATE LOAD.)
00 GROUND ANCHOR
SEE OTHER DETALS FOR SIZL
ANGLE AND OTHER INSTA"TION NOTES.
FIG URE 2.1
SOLID HEADER (CROSSUEUSER) 3- X 3/4- (* 1/2')
FRONT VIEW CUT IH70 HEADER 4 MUST BE LOCATED
FOR STRAP ATTAM01 WITHN S" OF uAix
(FACTORY CUT) CHASSIS ;-BEALL
ram SEE AD- 0200 FOR SEE AD-70-CZD3 FOR
RACILIS P DETAILS I RA!XIJs CLIP DETAILS
(REQUIRED THIS IOCATION� (REQUIRED THIS LOCA1,10N).
5' MAX
TX-DOYM MAP
SEE Orr" DECTAILS
SIDEEE VIEW FOR TIE-DOW STRAP
SPECTFICATKINS.
GROUND ANChOR*
SEE OTHER DETALS FOR SIZE,
ANCE AND OTHER INSTALLATION N-C—H-S.
%
x
FIG URE 2.2
NOTFS: 10-49ZER AM DAP. -A APROVAL
OVAL'
E A
L SEE ACI-TD-OCIO FOR SPACING TABLES.
2. SEE AD-M-0010 FOR OUANITY Of LONMIUDIAL TIE-DOwai STRAFS HL0J:RED. TkT
1 SEE OTHER DETAILS FOR BLOCKING (PER) Gummy AxD ormER REaRDAMiS.
4. SEE AD-TD-ODDI FOR ADDIZONAL REWFtEMDM
IF //'b/ONA
"N'L
'f"01111111
pacHOR BRACKET AND 7Lc-DDVN
DENICES ARE CERTIFIED BY OTIrOS
NO73ca CRAWW BY. . L. -13-95 REV. LEvTTER:
JACOBSEN HOMES Trzz 5PfCJXA"ONS AND CRAZhCS ME C.L.Y. 6—
owmAL rxc?wmy. m; ammolto-I DRAWING TITLE'
Urma or jACOBmx mm"ACTIgair- FIGURES 2.1 & 2.2
P.O. Box 368 W_ SUCH WAfUMS W FOGYM TO INE —
SAFETY HARBOR. PLORIDA 34695 XwNT foR FECFIC RMM MO MfiT IE DRAWING NUMBErC
Em lmrJ PH06NE (813) 726-1138 gL?l whnDINIAL *a 3ccarr ritow on= AD-TD-0015
44
37
LONGITUDINAL STRAP ATTACHMENT
TYPICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NQTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -STRAPS TO BE TYPE 1, FINISH 0, GRADE I STEEL STRAPPING, 1 1/4* "DE
AND 0.035 INCHES IN THlb(NESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WTH ASTM STANDARD SPECIFICATION
0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
?40TICD
-JACOBSEN HOMES THESE SPECInCATIONS AND DRAWINGS ARE
ORIGINAL. PROPRIETARY. AND CMDENTIAL
MA7ERIALS OF JACOBSEN MANLIFACWRINC
P.O. BOX 3681* INQ SUCH NATERIALS ARE PROVIDED 10 THE
SAFETY HARBOR. FLORIDA 34695 RECIP01T rOR 94= PURPOSES AND MUST BE
PHONE (727) 726-1138 wn coknwrng AND SECRET FROM ODM
CATOR BEAM CLAMP, MANUrACURED BY
TIE —DOWN ENGINEERING. PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
ARPROVED BY
I -MR
&wasLz
im ---a
15
INC.
MANUFACTURED HOME
Cl ION AND SAFETY STANDARDS
BY. - . M. T. 6-12-01
' TITLE:
LONGITUDINAL STRAP ATTACHMENT
NUMBER:
AD—TO-0016
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWNG TIEDOWNS
URE FIGURE 5. 0
SEE FIG 11 MR RECOMIDED M—DO", METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MOM HOGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE —DOWN COKIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2� AUGER ANCHOR TIM A DESIGN IDAD (TORMO IDAD) RATING OF
4,000 POUNDS AND AN UL11MATE LOAD RATING OF 6,000 POUNDS MUST BE USED. IN EQMMJM ANCHOR MEETING THE ABOVE SPECUICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU Of THE SME CREST PRODUC73 ANCHOR.
NOTES:
1. SEE AD-TD-ODDI FOR ADDITIONAL PEOUIREMENTS.
2 SEE OTHER DETAILS FOR BLOCKjNG (FIER) OUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 5.0 SEE ALTERNATE TjE-DOWN SPACING TABLES (AD-TD-DO30).
4. ZONE 2/EXPOSURE 'C': 3V MAXW01 HEIGHT
ZONE 2/EXPOSURE 'D': 27* MAX-10JU HEIGHT
ZONE 3/EXPOSURE *C-. 30* WkMfoLl HEIGHT
ZONE J/EXPOSURE 'D': THIS APPUCATION IS NOT APPLICABLE.
f
LETTER; JACOBSEN HOMES
P.O. Box 368
SAFETY HARBOR. FLORIDA 34695
PHONE (51-1) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOWN ANVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN B07H EXPOSURE 'C AND EXPOSURE '0. HOWEVER. BY
INSTALLING THE FRAME 7IE-D0WN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME 1TE-DOWNS.
[NEER -APP.ROVACl_ DAPIA APPROVAU
No.
Et.iEVO,rm
E T T
ig I
of'
mn-rlrr- I I I I 141 ORAWN BY'
7KSE SPEOFICATIONS AND DRAWNGS ARE
CRONAL. FROPKTARY, AmD ccNnoENTK
LIATERIALS OF JACOBSEN MAWFAC7"G
W_ SUCH UAMMS ARE PROVIDED 70 7RE
REOPIENT TOR SlLCrIC FJtPCMS AND UM BE
PUT CWMTLAL A?Q SEam n= opm
C.L.Y.
DATE.- 6-13-95 REV. LETTER:
FIG. 5.0
AD-TD-0031
38
43
ADDENDUM
ALTERNATE UNIT TIE —DOWN SPACING TABLES
ZONE 11 III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE 11
%MND ZONE III
MINiNODTY&
ANCHOR
Milt
ANDWR
FLOOR
WIDTH
[A.
ANGLE
Ek E NOCTIF
ANGLE
Ek SECnON
WIN. 0
EA. SECTION
MIK 9
20 .-0.
2
36*
2 45'
24'-0*
2
46'
2 60'
25'-4'
2
50'
2 67*
26'-C
2
55'
1 3 30.
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
VAND ZONE 11
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCIOR ANCLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12*
4'-0'
36701
20'
4'-D'
3900j 20'
24'-0"
12'
4'-0'
37001
20*
4'-0*
3950j 20'
25'-4'
12*
6--a-
40001
15'
4'-0'
3950j 22"
26'-8'
12"
6'-8'
39501
- 28'
4'-0'
3950# 22*
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE 01
MIN. OTY.
ANCHOR
UK OTY,
A"OR
FLOOR
V.IDTH
EA. END OF
ANGLE
U END OF
ANGLE
EA. SECTION
-MIN. 0
Ek SECTION
MIN. 0
20'-0'
2
50'
N/A N/A
24'-.0'
2
70'_
N/A I NIA
25'-4'
3
42'
N/A N/A
26'-8'
NIA
NIA
N/A N/A
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND 20NE 11
VAND ZONE III
SPAMG
DEL HEAD
LOAD
AKNOR ANGLE
SPACING
I
IDBL HEAD
LOAD
L40CR AWGIE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0"
12'
.-D.
40DOI
20'
NIA
NIA
NIA
24'-0*
12'
.4
�_ol
40001
24"
NIA
NIA
NIA
25'-4'
12'
�-O'
40001
26'
NIA
N/A
NIA
26'-8'
12"
4'-0'
40001
2T..,*j,jI
NIA
N/A I
NIA
NOTES -
ENGlIK0. �PT�L:D "
DAPIA APPROVAL-
I. SEE AD-TD-CIDOI FOR ADD17IONAL REOULREMEN7S.
XST
IN 0.
Z SEE AD-M-0031 FOR MA)0MUMI PIER WJGHT REOUIRED FOR THE LOADS TABULATED
ENE8703571
ABOVL
J6
3. 20 WOES -82* MAXIMIUM I -BEAM SPACING ONLY.
6'gr-T= F;z
4. 4* MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
1tv
sl � F I A I
JACOBSEN HOMES
W-nm '1111111:19FINW16Y..
TNEst snCIFICATIONS AND DRAVOM ARE
CLY.
DAM
6-13-95
REV. LETTER.
_
TIRL'
ALT. SPACING TABLES
A
P.O. BOX 368
ORIGINAL PROPK7MY. AND CONFIDENTI& DRAMNG
MATERIALS OF JACOM MANUTACAF"
SAFETY HARBOR. FLORIDA 34695
PHONE.(813) 726-1138
INC SIJCH MATERIALS ARE PROVIDED 70 " -
REOPIENT rOR SUM KFKSES NO UZI BE DRAMNG
107 CWIDENIM AM SECRET r-CM OTIM
NUMBER:
AD-TD-0030
MIN.
MAX
WIND ZONE 11
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DBL HW
LOAD
. ANCHOR ANCLE
I
SPACING
DEL HEAD
ANDOR ANGLE
LOAD
10*-0"
12"
4'-0*
31501
40*-50'
2'-8"
31501
40*-50'
12'-0"
12---T
4'-0'
3100,?
40'-50-
2'-8-
3150#
40'-50'
13'- 4"
12
4'-0'
3065,1
40--5-10'..".6%
2'-8-
30001
40'-50-
NOTES:
ENQNQg �%WrWb "'Jfs' A
VA t 5 VT D BY
1. OFFSET SECTION 'hITH THE MARRIAGE LINE WALL EXTEND24G BEYOND THE ENDWAU OF
*5
REVISED
THE ADJACENT SEC71014 MUST BE TIED DOVN AT TRE MARRIAGE LINE IN ACCORDA14CE
v
WTH THE TABLES ABOVF--'THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE Td
SEP 0 9 15
BE TIED DOWN IN ACCC� bANCE 'AITH THE NORMAL SPACING TABLES (AD-M-0010).
V
2. SEE AD-TD-DDOI FOR ADDITIONAL REOUIREMEHIS.
INC.
3. SEE AD-M-0021 FOR MAMMUMI PIER HEICHT REOUIRED FOR THE LOADS TABULATE
0.* FEDIRAL
;4%
MANUFACTURED HOME
ABOVEL
-
COWSTRUCTION
AND SAFETY STANDA!
E100
JACOBSEN HOMES
NOTIC&
MSE SKOnCATIONS AXD DRAW.NCS
R.R.
I DATE. -27-,6
REV. LEITER:
[:]Elm
E],qp,
P 0. BOX 368
CMCINAL PROPF�ETARY. AND eCtInDENTIAL
MATERIALS Or JACOBSEN MAMFACIURING
INC. SJON MATERIALSAME PROIADED TO THE
B
DRAWING TITLE*.
OFFSET SPACING TABLES
SAFETY HA'RBOR. FLORIDA 34695
PHONE (013) 726-1138
RECIPIENT fCR SPECnC PjWOSES No wnj ot
PUT CONIXOTIAL
OWING NUMBER -
NO SECRET nMU OTIM
AD-TD-0020
16
0S.
42 39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING- TIE -DOWN SPACINGS
FIGURE 3. 0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN KMOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
Kllmll lum, I
ANGLE - ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TE-DOWN JEMOD
NOTES:
1. SEE AD-M-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE-DOWIN STRAPS REQUIRED.
(OFTSIET SECION ONLY)
I SEE OTHER DETAILS FOR BLW( ING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADD17IONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C.- 4C * MAXIMUM HEIGHT
ZONE 2/EXPOSURE :0:: 2e MAXIMUM HEIGHT (32" 0 24! IMDE MIN.)
ZONE 3/1EXPOSURE C: 32' MAXIMUM HEIGHT
ZONE 3/D(POSURE '0': 32- MAXIMUM HEIGHT (44- 0 24' VADE MIN.)
[TOES ON AD--liD-OV0
TO RIESE STANDARD IAXI
OF TNE UNIT -SEE NOTE I TV.
I'lP. FLOOR SYSTEM__, I
ANCHOR ANGLE ANDIOR ANGLE
FIGURE 3.2
11.1110. ALTERNAM TIE? -DOWN MMOD
qZ No.
ENE8703571
tilAl ` %Jr�
�,Z/OUAL
ADDENDUM
I I I —DOWN SYSTEM
ALTERNATE OFFSET UNIT TIE
-e
APPR VED 13Y
't" I
JAK J,,L
7N rf4 NC
"aft
N0710E UKAWN tJT: UAlt:
O=JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVANGS ARE C.L.Y. 5-11-95
ORIGNAL PROPRIETARY. AM CONnMTK DRAWING TITLE:-
P 0. BOX 368 MATERIALS OF JACOBSEN MNWACTURING FIG. 3.0, 3.1 & 3.2
M SUCH MATERIALS AM PROVIDED TO THE
EIMFE] SAFETY HARBOR. FLORIDA 34695 RECIPIENT FOR SPECM PIRMS AM MUST BE DRAWING NUMBER.
Cult PHONE (813) 726-1138 IKEP7 CMIDENTIAL 90 SECWF TIM OMRS, AD-TD-0021
40
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 4. 0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
DANA APPROVAL*
NOTES:
S
1. SEE AD-TD-OD20 FOR SPACNS TABLES (OFFSET SECTION ONLY). APPROVED BY
No.
2 SEE AI)_TD 0020 FOR OUAN!TY OF LONG17UDIAL TIE-DOYM STRAPS REWIRED.
(OFM SECTION ONLY) �NE8703571
3. SEE OM DETAILS FOR BLOCI:NC (MR) QUANTITY AND 07HER REWREWENTS.
4. SEE AD-M-ODOI FOR ADDITiOGAL REQUIREMENTS. T, INC
r7= JACOBSEN HOMES
NOMCF-- -.11 ; - " � - URAVN BY. .
7nsE SKOnCAT"S AND DUMM AM C. L.
I IA TE: 5-11-95
KY. LETTER:-
LETIER:
P.O. BOX 368
ORIONAL PKWNUMT. AKU WOUtNIM DRAWING TITLE-
MATUaALS OF JACOBSEN Um"Ael"c
FIG. 4.0
A
A
SAFETY HARKiR. FLORIDA 34695
Opp PHONE j.Z13) 726-1136
wt SUCH MAMRAS ARE PROVIDED To yn
KOPINT F(R !PEcrkC Wan Am wM K DRAWING NUMBER:
IVT CWMTLAL NO %00 n= OHM
AD-TD-0022
41
Homes
SET-UP MANUAL
JA ;OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1138
NOTICE
These specifications and drawing 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.
SU-00-0000
REV-01/10
ELECTRIC CLOTHES DRYER VENTING
1:01
Lel
SEE
-NOTE #3.�
N O�T E # 6
TYPICAL TRIPLE WIDE BLOCKING SEE NOTE #7
NOTES
#1-MAIN FRAME I -BEAMS
#2-LOCATE PIERS UNDER FRAME I -BEAMS
#3-LOCATE PIERS UNDER CLOSEST FLOOR JOIST EACH SIDE OF OPENINGS 48" AND LARGER.
(I.E.-RECESSED ENTRIES AND SIL. GIL. DRS.) SEE TABLE FOR PIER FOOTER SIZING PACE 10.
#4-LOCATE PIERS UNDER MARRIAGE WALL PERIMETER JOISTS WITHIN 6" OF EACH SIDE OF OPENINGS.
48" & LARGER AND RIDGE BEAM COLUMNS. SEE TABLE FOR PIER FOOTER SIZING SU-01-0030 AND SEE
DETAIL 'B', SU-01-0010.
#5-AXLE ASSEMBLY CENTER LINE
#6-SEE TABLE I FOR PIER FOOTER SIZING AND PIER SPACING INFORMATION SU-01-0040, AND DETAIL 'A' SU-01-0010.
#7 I)CKING SEQUENCE NUMBERS, SEE SU-01-0002 FOR PROPER BLOCKING PROCEDURES,
NOTICE:
DRAWN BY:
I DATE:
REV. LETTER:
FQ=
JACOBSEN HOMES
THESE SPECIFICATIONS AND DRAVANGS ARE
S. A.
6-6-94
_DEINFI
ORIGINAL. PROPRIETARY, AND CONFIDENIIAL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE:
TRIPLE WIDE BLOCKING
EI'VoWpo
P.O. BOX 368
INC. SUCH MATERIALS ARE PROVIDED TO THE
0000
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138 -
RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE
KEPT CONFIDENTIAL AND SECRET MOM OTHERS.
DRAWING NUMBER:
SU-01-0004
n
IN
IMPORTANT - BEFORE DRYER IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT
MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE
HUMIDITY IN THE HOME.
HOMES SET UP TO RECEIVE A DRYER ARE EQUIPPED WITH A VENT HOLE PRE -DRILLED THROUGH THE
Fl nnR AT THF DRYFR I 0('A-TLON.—TO-C.DMP-LE-TE-THE-DR-YER-EXHAUS-T-SYSTEM.-F-OLLOW-THESE-P-ROCED]JRES
1. REMOVE THE DRYER VENT ACCESS HOLE COVER.
2. CUT DRYER VENT DUCT TO THE PROPER LENGTH, AND CHECK FOR OBSTRUCTIONS. THEN CONNECT TO
DRYER IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION.
4. SECURE THE END OF THE FLEXIBLE DRYER DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME
WITH CLAMPS. NOTE: DO NOT USE ANY SCREWS OR OTHER DEVICES THAT EXTEND INTO THE DUCT.
5. STRAP THE DRYER DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM COMING
IN CONTACT WITH THE GROUND.
6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR
DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE.
JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO
INSTALL THE DRYER EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND THE
INSTRUCTIONS LISTED ABOVE. NOTE: GAS DRYER INSTALLATION MUST BE DONE BY QUALIFIED PERSONNEL.
THE CUTTING OF STRUCTURAL ELEMENTS OF THE HOME, SUCH AS RAFTERS OR FLOOR JOISTS TO EXPEDITE
INSTALLATION IS PROHIBITED. ANY WEAKENING OF THE STRUCTURE RESULTING FROM SUCH CUTTING IS NOT
THE RESPONSIBILITY OF JACOBSEN HOMES, AND MAY RESULT IN NEGATING YOUR WARRANTY.
NOTES:
FE_1F__
lElEll JACOBSEN HOMES
EIDEE]
[:1 P.O. BOX 368
irl] SAFETY HARBOR, FLORIDA 34695
1:100 PHONE (727) 726-1138 -
NOTICE:
DRAWN BY:
R. R.
THESE SPECIFICATIONS AND DRAWINGS ARE
ORIGINAL, PROPRIETARY. AND CONFIDENTIAL
DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING
ELECT. CLOTH
INC. SUCH MATERIALS ARE PRO)ADED TO THE
RECIPIENT FOR SPEDFIC PURPOSES AND MUST BE
DRAWING NUMBER:
KEPT CONFIDENTIAL AND SECRET FROM OTHERS.
4STALLED DUCT
;T BE METAL
X OR RIGID
CAP
CAP
DATE: 01-21-00 1 R11. LETTER:
(ER VENTING
SU-15-0001
5 1 46 �
SEE NOTE #7
SEE NOTE #6
��i
MOBILE HOME SET-UP
USE THE FOLLOWING
INSTRUCTIONS WHERE APPLIED TO DUCTWORK PROVIDED BY JACOBSEN HOMES FOR AIR CONDITIONER
INSTALLATION.
CHECK THE MANUFACTURERS INSTALLATION lNSTRUCTIONS FOR ALL ADDITIONAL
DUCTS USED DURING
AIR CONDITIONER HOOK—UP FOR RECOMMENDED INSTALLATION PROCEDURES FOR THE TYPE DUCT BEING USED.
METHOD
PRESSURE
DETAILS
CONNECTIONS
SPLICES
LIMITATIONS
TAPE ONLY
(FOR LOW
PRESSURE
NOT TO EXCEED
2 IN. W.G.)
Ay FOLD BACK JACKET AND INSULATION
FROM END OF DUCT EXPOSING CORE.
8) SLIP CORE OVER FITTING AT LEAST
1 1/2 INCHES.
C) APPLY DUCT TAPE* AROUND CORE AND
FITTING WITH AN EQUAL TAPE WIDTH ON
EACH.
A)
B)
C)
FOLD BACK JACKET AND INSULATION
FROM END OF DUCTS EXPOSING CORE.
INSERT ONE CORE INTO THE OTHER
ABOUT THREE INCHES.
APPLY DUCT TAPE* AROUND OUTSIDE
OF CORE EDGE WITH EQUAL WIDTH ON
EACH CORE.
CONNECTING
D) PULL BACK INSULATION AND JACKET
D )
BUTT INSULATION AND PULL JACKET
OVER FITTING.
FROM ONE DUCT OVER OTHER DUCT.
E) APPLY DUCT TAPE* AROUND JACKET
E)
APPLY DUCT TAPE* AROUND OUTSIDE
AND FITTING WITH AN EQUAL TAPE
OF JACKET EDGE WITH EQUAL TAPE
WIDIN ON EACH.
WIDTH ON EACH JACKET.
SPLICING
CLAMP ONLY
METAL CLAMP
(FOR LOW TO
MEDIUM PRESSURE
Fitting or
Coupling
Bond Clamp
Ei
A) SLIP DUCT OVER FITTING AT LEAST
THREE INCHES.
8) PLACE CLAMP** AROUND DUCT AT
FITTING AND TIGHTEN WITH APPROPRIATE
TOOL UNTIL ALL MATERIAL UNDER CLAMP
A)
FOLLOW AS DIRECTED UNDER
'CONNECTIONS' BUTTING TWO DUCTS
TOGETHER ON A STANDARD SHEET
METAL COUPLING AT LEAST SIX INCHES
IN LENGTH.
NOT TO EXCEED
4 IN. W.G.)
L
HAS BEEN COMPRESSED AND CLAMPING
PRESSURE IS ASSURED.
SEE PRESURE
LIMITATIONS FOR
PLASTIC CLAMPS**
3 "' Duct
MIN.
C) CHECK CONNECTION BY PULLING ON
DUCT WITH A FORCE OF AT LEAST 25
LBS. TO INSURE DUCT HAS BEEN
ADEQUATELY CLAMPED.
—
CONNECTING OR SPLICING
TAPE & CLAMP
(FOR LOW. MEDIUM
OR HIGH PRESSURE
NOT TO EXCEED
A) PULL BACK JACKET AND INSULATION
FROM END OF DUCT EXPOSING CORE.
B) SLIP CORE OVER FITTING AT LEAST
1 1/2 INCHES.
C) APPLY DUCT TAPE* AROUND CORE AND
A)
BUTT TWO CORES TOGETHER ON A SIX
INCH METAL COUPLING AND FOLLOW
DIRECTIONS UNDER 'CONNECTIONS'.
10 IN. W.G.)
FITTING WITH EQUAL TAPE WIDTH ON
SEE PRESURE
LIMITATIONS FOR
CONNECTING
EACH.
D) PLACE CLAMP** AROUND TAPE AND
PLASTIC CLAMPS**
CORE AND TIGHTEN WITH APPROPRIATE
TOOL.
E) PULL BACK INSULATION AND JACKET
AND APPLY DUCT TAPE* AROUND
JACKET AND FITTING.
WITH TABBED DUCTBOARD FITTINGS,
OUTER JACKET MAY BE 'DIAPERED'
INSTEAD OF TAPED (SEE STEP F).
SPLICING
F) PULL JACKET OVER RING, THROUGH
HOLE, AND FOLD UP -WITH TABS.
DUCT TAPE:
USE A MINIMUM OF ONE WRAP OF 2 INCH OR TWO WRAPS OF 1 1/2 INCH WIDTH
OF TYPE SHUFORD #PC622.
TUCK #92T, ARNO #C520, POLYKEN #222, OR NASHUA #357.
PLASTIC CLAMPS: PLASTIC CLAMPS ARE NOT RECOMMENDED FOR PRESSURES EXCEEDING 4 IN. W.G. (DIAMETERS 3" — 10--)
AND 2 IN. W.G. (DIAMETERS 12" AND OVER) TO ACHIEVE PROPER TENSIONING OF PLASTIC CLAMP, SET
CORRESPONDING TOOL AT MAXIMUM TENSION SETTING. APPROVED TYPES:
PANDUIT TYPE PLT—H
(TOOL G); CATAMOUNT L-175 (TOOL L-300); OR TYTON T-150 (TOOL T-150).
L
DUDE]]
01:11111111111111171
011F0
01—:11:10
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE:
THESE SPECIFICATIONS AND DRAVANGS ARE
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROADED TO THE
RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE
KEPT CONFIDENTIAL AND SECRET FROM OTHERS.
DRAWN BY: S.A.
I DATE: 6-6 _ 94
REV. LETTER:
I
DRAWING TITLE:
MOBILE HOME SET—UP DUCTWIDRK
_
DRAWING NUMBER:
SU-13-0010
45'
0
ADDITIONAL PERIMETER BLOCKING
(THIS BLOCKING IS IN ADDITION TO BLOCKING REQUIRED IN THIS MANUAL)
Ir
Fri
TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL
HOST DEAN NOT
EPENJh
ETER BLOCKING REQUIRED AT 48' O.C. MAX]
54' OR 60` TUB AT SIDEWALL OR MARRIAGE WALL
in \ W_
UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON SIDEWALLS
2 OR MORE 46 1/2' WINDOWS
PIERS REQUIRED AT EACH END
F=_
AND BETWEEN EACH OPENING
RECESSED AREAS REQUIRE PIERS SPACED 64* D.C. MAX
(18- OR LESS IN DEPTH)
EACH END OF RECESSED AREAS
RECESSED AREAS W/SIDE BAY REQUIRE PIERS SPACED 64- D.C. MAX
THIS ALSO APPLIES TO ALL ENDWALL BAY WINDOWS
UNLESS SUPPORTED BY A FRAME MEMBER
GARDEN TUB AT SIDEWALL OR MARRIAGE WALL
64' D.C. MAX
E:77��
CABINETS ALONG SIDEWALL OR MARRIAGE WALL
(APPLIES TO BATH CABINETS 86- OR GREATER IN LENGTH)
(SAME BLOCKING MAY BE USED FOR MULTIPLE 46 1/2' WINDOWS)
SPECIAL BLOCKING NOTE FOR 15'-4" (184") WIDE FLOOR SEUONS
PERIMETER BLOCKING IS REQUIRED (MARRIAGE AND SIDEWALLS) 64- ON CENTER MAX SPACING
NOTE. LEVEL FLOOR SYSTEM FIRST (SIDEWALL TO SIDEWALL OR MARRIAGE WALL) BEFORE INSTALLING PERIMETER BLOCKS
NOTES:
1. ADDITIONAL BLOCKING REQUIRED AS INDICATED ABOVE (USE 16' X 16" PIER PADS).
2. LOCATE BLOCKING UNDER PERIMETER MST OR WITHIN 8' OF END OF 1V O.C. JOISTS.
3. COLUMN PIERS ARE IN ADDITION TO REQUIRED PIERS UNDER FULL -HEIGHT MATING WALLS.
4. PERIMETER BLOCKING IS REQUIRED UNDER TILE FLOORS (MARRIAGE & SIDEWALLS) 64! D.C. MAX.
5. PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL
6. WHEN PERIMETER BLOCIGNG IS REQUIRED MY MATING LINE OPEN SPAN GREATER THAN 10, MUST HAVE INTERMEDIATE PIERS
PLACED AT MAX 10' D.C. EXCEPT 15-4 WIDE, SEE SPECIAL NOTE.
NOTICE: DRAWN BY: I 1A LETTER:
FE_]F__1Q[Q] JACOBSEN HOMES THESE SPECIFICATIONS AND DRAMNGS ARE O.A. 4-12-00
ORIGINAL. PROPRIETARY, AND CONFIDENT'
0-HED MATERIALS OF JACOBSEN MANUFACTURING DRAIING TITLE:- ADDIT10NAL BL000113
P.O. BOX 368 NO. SUCH MATERIALS ARE PROMDED TO THE C
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC ROM AM WUST BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT OONFIDEN[TIAI. AND SECRET FROM OMRS. SU-01-0005 (09-30-08)
6
ADDITIONAL PERIMETER BLOCKING
(THIS BLOCKING IS IN ADDITION TO BLOCKING REQUIRED IN THIS MANUAL)
Ir
Fri
TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL
HOST DEAN NOT
EPENJh
ETER BLOCKING REQUIRED AT 48' O.C. MAX]
54' OR 60` TUB AT SIDEWALL OR MARRIAGE WALL
in \ W_
UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON SIDEWALLS
2 OR MORE 46 1/2' WINDOWS
PIERS REQUIRED AT EACH END
F=_
AND BETWEEN EACH OPENING
RECESSED AREAS REQUIRE PIERS SPACED 64* D.C. MAX
(18- OR LESS IN DEPTH)
EACH END OF RECESSED AREAS
RECESSED AREAS W/SIDE BAY REQUIRE PIERS SPACED 64- D.C. MAX
THIS ALSO APPLIES TO ALL ENDWALL BAY WINDOWS
UNLESS SUPPORTED BY A FRAME MEMBER
GARDEN TUB AT SIDEWALL OR MARRIAGE WALL
64' D.C. MAX
E:77��
CABINETS ALONG SIDEWALL OR MARRIAGE WALL
(APPLIES TO BATH CABINETS 86- OR GREATER IN LENGTH)
(SAME BLOCKING MAY BE USED FOR MULTIPLE 46 1/2' WINDOWS)
SPECIAL BLOCKING NOTE FOR 15'-4" (184") WIDE FLOOR SEUONS
PERIMETER BLOCKING IS REQUIRED (MARRIAGE AND SIDEWALLS) 64- ON CENTER MAX SPACING
NOTE. LEVEL FLOOR SYSTEM FIRST (SIDEWALL TO SIDEWALL OR MARRIAGE WALL) BEFORE INSTALLING PERIMETER BLOCKS
NOTES:
1. ADDITIONAL BLOCKING REQUIRED AS INDICATED ABOVE (USE 16' X 16" PIER PADS).
2. LOCATE BLOCKING UNDER PERIMETER MST OR WITHIN 8' OF END OF 1V O.C. JOISTS.
3. COLUMN PIERS ARE IN ADDITION TO REQUIRED PIERS UNDER FULL -HEIGHT MATING WALLS.
4. PERIMETER BLOCKING IS REQUIRED UNDER TILE FLOORS (MARRIAGE & SIDEWALLS) 64! D.C. MAX.
5. PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL
6. WHEN PERIMETER BLOCIGNG IS REQUIRED MY MATING LINE OPEN SPAN GREATER THAN 10, MUST HAVE INTERMEDIATE PIERS
PLACED AT MAX 10' D.C. EXCEPT 15-4 WIDE, SEE SPECIAL NOTE.
NOTICE: DRAWN BY: I 1A LETTER:
FE_]F__1Q[Q] JACOBSEN HOMES THESE SPECIFICATIONS AND DRAMNGS ARE O.A. 4-12-00
ORIGINAL. PROPRIETARY, AND CONFIDENT'
0-HED MATERIALS OF JACOBSEN MANUFACTURING DRAIING TITLE:- ADDIT10NAL BL000113
P.O. BOX 368 NO. SUCH MATERIALS ARE PROMDED TO THE C
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC ROM AM WUST BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT OONFIDEN[TIAI. AND SECRET FROM OMRS. SU-01-0005 (09-30-08)
6
MINIMUM HOME SET HEIGHT
FINISH GRADE
t
NOTES:
WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER
NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE.
I I [EF] IEEIJ IE]
JACOBSEN HOMES
NOTICE:
THESE SPECIFICATIONS AND DRAWINGS ARE
DRAWN BY:
B.E.M.
I DATE
2-11-99
REV. LETTER:
F�o
E[EHIEEID
P.O. BOX 368
SAFETY HARBOR,)FLORIDA 34695
PHONE (72 726-1138
ORIGINAL, PROPRIETARY, AND CONFIDENIIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROVIDED TO THE
RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE
KEPT CONFIDENTIAL AND SECRET FROM OTHERS.
DRAWING TITLE:
MIN. HOME SET HEIGHT
DRAWING NUMBER:
SU-01-0022
ELECTRICAL CROSS -OVER
& TESTING PROCEDURES
�_MARRIAGE LINE
I
NOTCHED MARRIAGE WALL PERIMETER
JOISTS - .92" DEEP NOTCH MAX.
ELECTRICAL WIRING FROM ONE SECTION
TO BE HOOKED -UP IN JUNCTION BOX(S)
ELECTRICAL JUNCTION BOX(S) FASTENED TO
TRANSVERSE FLOOR JOIST.
AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND
TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020)
TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF
DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR
VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS
(INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO
ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE
USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS:
HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE
CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND.
FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST.
NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX.
(ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT)
NOTES:
1 . ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED
JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005
2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF
THE JUNCTION BOX(S) PER N.E.C. - 2005.
3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS
WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT.
4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED
PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH
SECTION OF MULTIPLE WIDE HOMES.
5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER
ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE
BOTTOM BOARD WITH DUCT TAPE.
NOTICE: DRAWN BY- __ 7DATE- REV. UETTEFL-
EIJE JACOBSEN HOMES THESIE SPECIFICATIONS AND DRAWNGS ARE D.M.T. 05-25-06
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE--
DEINE P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING ELECTRICAL CROSS -OVER
INC. SUCH MAIERIALS ARE PROVOM TO THE c
DIVE SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFIC PUWOSES AND NIJST BE DRAWING NUMBER: -
PHONE (813) 726-1138 KEPT CONFIDENTIAL AM SECRET FIN OTHERS. SU-09-0010 (09-29-08)
.36
15
MOBILE HOME SET- UP /ELECTRICAL
ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS
NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING
ELECTRICAL CONNECTIONS.
ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN.
MATERIAL SUPPLIED
1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER
JUNCTION BOX. (SHIPPED LOOSE IN THE SET—UP KIT)
2. WIRE NUTS.
3- JUNCTION BOX COVERS.
INSTRUCTIONS
A. SECURE JUNCTION BOXES UNDER HOME.
B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO—ORDINATED
WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS.
C. PLACE COVERS OVER JUNCTION BOXES.
OMITTED CEILING FIXTURES
FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE
FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN
BREAKERS.
HOT LEADS (RED & BLACK)
CONNECTED TO MAIN
BREAKER
NEUTRAL (WHITE)
WIRE TO NEUTRAL
BUSS
NOTE: SEE BELOW ___---NO. 6 BARE COPPER- GROUNDING
FOR SERVICE
CONDUCTOR ELECTRODE CONDUCTOR BONDED TO
SIZES NEUTRAL BUS IN SERVICE PANEL, EXTEND
TO GROUNDING ELECTRODE PER NEC 250-83
MINIMUM CONDUIT SIZES:—` CONDUIT DROP FROM HOME — EXTEND
1 1/2" MINIMUM — 150 AMP TO BELOW GROUND LEVEL OR SEE
2" MINIMUM — 200 AMP LOCAL CODES
TYPICAL ELECTRICAL CONNECTIONS
C-ROSS—OVER CONNECTIONS
CROSS -OVER
INFORMATION APPLIES
TO MULTI -SECTION UNITS�
CROSS —OVER WIRES ARE COLOR —CODED
SERVICE CONDUCTORS
MAIN BREAKER
HOT
NEUTRAL
GROUND
150
(2) NO. 1
NO. 1
NO. 6
200
(2) NO. 2/0
NO, 2/0
NOw 6
NOTE: ABOVE SERVICE CONDUCTORS ARE FOR
COPPER ONLY. FOR COPPER —CLAD ALUMINUM
REFER TO LOCAL CODES
ELECTRICAL PANEL LABEL
THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL
iHE MINIMUM SI-17E JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE:
9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP
NOTICE: DRAWN EIT DATE: REV. LETTER:
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVANGS ARE D. m. T. 01-24-02
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 368 INC. SUCH MATERIALS ARE PROMDED TO THE SET-UP/ELECTRICAL
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: A
PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0001
16" X 16" PIER FOOTER SPACINGS*
.(MIN. 256 SQ.IN)
MAXIMUM I —BEAM PIER SPACING
F I LOOR
MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH
1000 (PSF)
1500 (PSF)
2000 (PSF)
2500 (PSF)
3000(PSF)
3500 (PSF)
120" WIDE FLOOR--
39"
62 1/2"
86 1/2-
110"
SEE NOTE #4
SEENOTE #4
144" WIDE FLOOR--
33"
53"
73 1/2-
93 1/2"
113 1/2"
SEE NOTE #4
160" WIDE FLOOR-
30"
48 1/2"
66 1/2"
85"
103"
SEE NOTE #4
184" WIDE FLOOR-
26 1/2-
42 1/2"
58 1/2"
74 1/2"
90 1/2"
107"
MIN. PIER CAPACITY
1778 LEIS
2667 LEIS
'i�56 LEIS
4444 LBS
5333 LEIS
6222 LEIS
18 1/2" X 18 1/2" PIER FOOTER SPACINGS*
� (MIN. 342 1/4 SQ.IN)
MAXIMUM 1—bEAM PIER SPACING
FLOOR
MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH
1000 (PSF)
1500 (PSF)
2000 (PSF)
2500 (PSF)
3000 (PSF)
3500 (PSF)
120" WIDE FLOOR--
54 1/2"
86"
117 1/2-
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
144" WIDE FLOOR**
46"
73"
Too"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
160" WIDE FLOOR*-
42"
66 1/2"
90 1/2
115"
SEE NOTE #4
SEENOTE#4
184" WIDE FLOOR*v
37"
58 1/2"
:.79. 1/2'
101"
SEE NOTE #4
SEE NOTE #4
MIN. PIER CAPACI Ty
F 2377 LBS.
3565 LBS.
4753 LBS.
5942 LBS.
7130 LBS.
8319 LEIS.
NOTE: UNIT WIDTHS WITH to INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM.
FOR TYPICAL PIERS SEE PAGE SU-01-0021
Of
/b/
NOTES:
1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE
ENGINEER APPROVAL:
(o
DAPIA APPROVAL:
Le L e
(c- ry-
FOOTINGS S�ECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL.
C
2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE
APPROVED BY
MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM
PIER CAPACITIES SHOWN ABOVE.
"ft. .1""
OCT 1 1
3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN
NIP
HOMES INSTALLATION INSTRUCTIONS.
INC.
4. MAX. PIER SPACING 8' FOR UNITS WITH 8" I -BEAMS 10' FOR UNITS WITH 10- OR
12" I -BEAMS (24" MAX. FROM ENDS).
FEDERAL MANUFACTURED HOME
CONSTRUC71ON AND SAFETY STANDARUS
000
JACOBSEN HOMES
THESE SPECIFICATIONS AND DRAVMGS ARE
DRAM BY:
D.M.T.
DATE:
09-2'2-01
REV. LETTER:
EINEI
P.O. BOX 368
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF 14COBSEN MANUFACTURING
INC, SU04 MATERIALS ARE PROVIDED TO THE
DRAWING TITLE:
PRE-FAEI� 16" & 18 1/2- PIER PAD SPACING
SAFETY HARBOR, FLORIDA 34595
PHONE (81.3) 726-1138
RECIPIENT FOR SPECJX PURPMS AND MUST BE
KEPT CONnDENIIAL AND SECRET FROM OTKEM
DRAWING NUMBER:
SU-01-0023
-16
18" X 22" PIER FOOTER SPACINGS*
(MIN. 396 SQ.IN)
--M-A X I-M-U-M-1----B E-A-M-P I E-R- -S-PAC I-N-G-
FLOOR
MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH
1000 (PSF)
1500 (PSF)
2000 (PSF)
2500 (PSF)
3000 (PSF)
3500 (PSF)
120" WDE FLOORo-
63 1/2-
100 1/2"
SEE NOTE #4
SEE NOTE #4
SEE. NOTE #4
SEE NOTE #4
144" WOE FLOORes
54"
85"
116 1/2"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
160" WDE FLOOR-
49"
77 1/2"
105 1/2-
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
184" WDE FLOOR**
43"
68"
93"
117 1/2-
SEE NOTE #4
SEE NOTE #4
MIN. PIER CAPACITY
2747 LEIS
4121 LBS
5495 LEIS
6868 LEIS
8242 LBS
9616 LBS
20" X 20" PIER FOOTER SPACINGS*
(MIN. 400 SQ-1N)
MAXIMUM I -BEAM PIER SPACING
FLOOR
MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH
1000 (PSF)
1500 (PSF)
2000 (PSF)
2500 (PSF)
3000 (PSF)
3500 (PSF)
120" WIDE FLOOR-
64 1/2-
101 1/2-
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
144" WIDE FLOOR**
54 1/2'
86"
117 1/2"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
160" WDE FLOOR**
49 1/2"
78 1/2"
107"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
184" WDE FLOOR**
1 43 1/2-
69"
1 94"
1 119"
1 SEE NOTE #4
SEE NOTE #4
MIN. PIER CAPACITY 1
2778 LBS.
4167 LBS.
1 5556 LBS. 1
6944 LBS. 1
8333 LBS.
9722 LBS.
NOTE: UNIT MOTHS NTH INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM.
FOR TYPICAL PIERS SEE PAGE SU-01-0021
/0/_'�/.
NOTES:
PADS AS AN ALTERNATE TO THE CONCRETE
ENWIr-AURCM
.0 ..........
DAPIA APPROVAL:
C-E 446f
1. PRE -FABRICATED PIER MAY BE USED
FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL.
.-".%STE�? 16
01 - ry - (f, zo�)
NO.
2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE
910334
APPROVED BY
MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM
PIER CAPACITIES SHOWN ABOVE.
3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN
Of !144�_ gT
HOMES INSTALLATION INSTRUCTIONS.
4. MAX. PIER SPACING 8' FOR UNITS NTH 8" I -BEAMS 10' FOR UNITS WITH 10- OR
Z.
INC.
12" I -BEAMS (24* MAX. FROM ENDS).
'k
DERAL MANUFACTURED HONIE
E NOTICE: - )R4"l ' 10""m 01; D.M.T. 1""; 09-22-01 V. Ltil �o
JACOBSEN HOM S THESE SPECIFICATIONS AND DRAWINGS ARE
ORIGINAL PROPRIETARY. AND CONIFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE PRE-FAB 18* X 22" & 20" PIER PAD SPACING
_:.L �'
SAFETY HARBOR, FLORIDA 34695 RECIRENT FOR SPECK PUIMS AM MUST BE DRAWING NUMBER:
I PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTWM S11-01 -0024
1117
m
3
TIE -DOWN STRAPS
SEE ADDENDUM TO SET-UP MANUAL FOR
SPECIFIC TIE -DOWN INFORMATION.
THE DETAILS IN THIS MANUAL ARE ONLY TYPICALS, SEE ADDENDUM FOR SPECIFICS.
DANGER: DO NOT PRETENSION TlE—DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF TENSION
IS NOT APPLIED TO TIE —DOWNS ALTERNATELY ON OPPOSITE SIDES,THE HOME MAY BE PULLED
OFF THE SUPPORTS.
NOTICE: DRAWN BY: DATE: 0_ REV. LETTER:
E_ THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 7-2 94
1:1001 JACOBSEN HOMES ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING TIE —DOWN STRAPS
P.O. BOX 36B INC SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER:
00DE] PHONE (727) 726-1138 KEPT CONFIDENRAL AND SECRET FROM OTHERS. SU-07-0002
.34
MOBILE HOME SET-UP
TIEDOWNS
THERE ARE TWO TYPES OF WIND THAT CAUSE DAMAGE. HORIZONTAL AND UPLIFT. YOUR HOME
IS DESIGNED FOR THE HURRICANE ZONE (ZONE III). IF YOU FOLLOW OUR RECOMMENDATIONS YOU
WILL PROTECT
7 YOUR HOME FROM BOTH TYPES OF WIND FORCES.
IN TIEIkG DOWN YOUR HOME, YOU MUST USE MATERIALS OF ADEQUATE STRENGTH AND
SPECIFICATIONS.
ANCHORING EQUIPMENT- (LOAD RESISTANCE) ANCHORING EQUIPMENT SHALL BE CAPABLE
OF RESISTING AN ALLOWABLE WORKING LOAD EQUAL TO OR EXCEEDING 3.150 POUNDS
AND SHALL BE CAPABLE OF WITHSTANDING A 50 PERCENT OVERLOAD (4.725 POUNDS
TOTAL) WITHOUT FAILURE OF THE ANCHORING EQUIPMENT.
ANCHORING EQUIPMEN T- (WEATHERIZATION), ANcH ORIN G EQUIPMENT (STRAPS. ETC...
EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION
AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF ZJNC ON STEEL OF
NOT LESS THAN 0.30 OUNCES PER SQUARE FOOT OF SURFACE COATED, AND IN
ACCORDANCE WITH THE FOLLOWING:
SLIT OR CUT EDGES OF ZINC -COATED STEEL STRAPPING NEED NOT BE ZINC
COATED.
'nE-DOWN STRAPS SHALL BE TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING. 1, 3 /4
INCHES WIDE AND 0.035 INCHES 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.
ANCHORING NOTE:
THERE IS A TENDENCY FOR THE TOP OF THE ANCHOR ROD TO DEFLECT AND MOVE OR
'SLICE" THROUGH THE SOIL WHEN LOADED NTH THE FRAME TIE. THIS IS NOT DESIRABLE.
SINCE IT PERMITS THE MOBILE HOME TO BE DISPLACED DOWNWIND AND TEND TO SLIDE OFF
THE PIERS. TO MINIMIZE DEFLECTIONS. AUGER -TYPE AND OTHER ANCHORS USING STEEL RODS
SHOULD BE PUT ON AT AN ANGLE So THEY ARE MORE IN LINE WITH THE DIRECTION OF PULL.
THIS CAN BEST BE ACCOMPLISHED BY INSTALLING THE ANCHORS PRIOR TO PLACEMENT OF THE
MOBILE HOME ON THE LOT. IF VERTICAL ANCHORS ARE DESIRED. THE ANCHOR MUST SE LIS—Ir-D
FOR USE VERTICALLY AT THE CAPACITY REOUIRED FOR THE STRAPPING BEING ATTACHED.
APPROVED BY
N 00orP JUL
INC.
FBEWN
NOT PRETENSION TIE -DOWN STRAPS ON ONE SIDE OF THE HOME ONLY. IF —t--NSION
CAUTION: DO SITE SIDES, THE HOME MAY BE PULLED
IS NOT APPLIED 70 TIE -DOWNS ALTERNATELY ON OPPO
OFF 7HE SUPPORTS.
0
6-6-94
L
SU-07-0001
A
33
01
17 3/16" X 25 3,/16" PIER FOOTER SPACINGS*
(MIN. '432 �/Q SQ.IN)
MAXIMUM I -BEAM PIER SPACING
FLOOR
MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH
1000 (PSF)
1500 (PSF)
2000 (PSF)
2500 (PSF)
3000 (PSF)
3500 (PSF)
120" WIDE FLOOR-
70 1/2'
110 1/2"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
144" WIDE FLOOR-
59 1/2"
93 1/2"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
160" WIDE FLOOR-
54"
85"
116"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
184" WIDE FLOOR-
1 47 1/2-
75"
102"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
MIN. PIER CAPACITY
3004 LBS.
4507 LBS.
6009 LBS.
7511 LBS.
9013 LBS.
10,516 LBS.
24" X 24" PIER FOOTER SPACINGS*
(MIN. 576 SQ.IN)
MAXIMUM I-BEAM..PIER SPACING
FLOOR
MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH
1000 (PSF)
1500 (PSF)
2000 (PSF)
2500 (PSF)
3000 (PSF)
3500(PSF)
120" WIDE FLOOR*-
95 1/2'
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEENOTE #4
144" WIDE FLOOR-
81'
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
150" WIDE FLOOR*-
74"
115"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEENOTE #4
184" WIDE FLOOR-*
65"
101"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
MIN. PIER CAPACITY
4000 LBS
6000 LBS
8000 LBS.
10,000 LBS.
12,000 LBS.
14.000 LBS.
NOTE: UNIT WIDTHS WITH -* INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM.
FOR TYPICAL PIERS SEE PAGE SU-01-0021
NOTES:
1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE
EN %P
4 T
DAPIA APPROVAL:
t c fr
FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL.
-y
2. THE PRE-FAeRICATED PIER PADS ARE TO BE INSTALLED PER THE
APPROVED BY
MANUFACTURERS INSTALLA'11ON INSTRUCTIONS AND MEET THE MINIMUM
PIER CAPACITIES SHOWN ABOVE.
az
STAXT F_ i kv
orn
3. ALL OTHER REOUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN
HOMES INSTALLATION INSTRUCWNS.
4. MAX. PIER SPACING 8' FOR UNITS NTH 8' I -BEAMS 10' FOR UNITS WTH 10- OR
INC.
::
12- I -BEAMS (24- MAX. FROM ENDS).
. ......
EDERAL MANUFACTURED HO IE
,g,- hmnny r TY _ql 4,11DARPS
E-10001
JACOBSEN HOMES
NI
THESE SPEOACATIONS AND DRAWINGS ARE
O.M.T.
p's;pI
T
ATE:
09-22-01
REV. LETTER:
DRAWING TITLE:
PRE-FAB. 17 X 25 & 24" PIER PAD SPACING
H low IMF H
Mul
P 0. BOX 368
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOMN MANUFACTURING
INC. SJCH MATERIALS ARE PROVIDED TO THE
DRAWING NUMBER:
SU-01-0025
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECIPIENT FOR SPE= PURPOSES AND MUST BE
1 KEPT CONFIDENTIAL AND SECRET FROM OTHM
Q
18
MA
26" X 26" PIER FOOTER SPACINGS*
(MIN. 676 SQ.lNj
--MAX-1-M-U-M-1-BE-AM-P-IER-SP-XCI-N-G---
FLOOR
MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH
1000 (PSF)
1500 (PSF)
2000 (PSF)
2500 (PSF)
3000 (PSF)
3500 (PSF)
120" WDE FLOOR-
113 1/2"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
144" WIDE FLOOR**
96 1/2-
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
160" WIDE FLOOR**
87 1/2"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
184" WIDE FLOOR**
77"
119 1/2"
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
MIN. PIER CAPACITY
4694 LBS.
7042 LBS.
9389 LBS.
11,736 LBS.
14,083 LBS.
16,431
NOTE: UNIT WIDTHS WTH -- INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM.
FOR TYPICAL PIERS SEE PAGE SU-01-0021
I.- � "". J,!"i I W.-WO
NOTES:
`�;,
'4 .
_ 44cs!1"..
DPA APPROVAL.
1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE
FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL.
JEN�%AMO!4!�61Ltry,#-
2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE
MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM
9103134 7E
APPROVED BY
PIER CAPACITIES SHOWN ABOVE.
3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN
o'. 931-A-rF e
OCT I I
HOMES INSTALLATION INSTRUCTIONS.
4. MAX. PIER SPACING 6 FOR UNITS NTH 8' I -BEAMS 10- FOR UNITS NTH 10- OR
INC.
12' I -BEAMS (24* MAX. FROM ENDS).
el
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
THESE SPECIFICATIONS AND DRAININGS ARE
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC SUCIN MATERIALS ARE PROVIDED TO THE
RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE
KEPT CONFIDENTIAL AND SECRET FROM OTHERS.
191
BY: I DkMSIHUUIIUNANDSAI
D.M.T. 09-22-01
TITLE:
PRE-FAB. 26" PIER PAD SPACING
NUMBER: SU-01-0026
a
p
MOBILE HOME SET—UP
-SHUTTER-INSTALLA11ON--
SHUTT RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH
THE VINYL SIDING. THIS TENDS TD RESTRICT SIDE-TD-SIDE MOVEMENT
OF THE VINYL SIDING PANELS. HOWEVER , SEVERAL THINGS CAN BE DONE
TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE
AREAS:
A. WHEN PANELS RUN FROM WNDOW AREA TO A CORNER POST OR
OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE
END, BE SURE. TO LEAVE PROPER CLEARANCE IN THE 'POCKET"
THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION.
B. TWO SHUTTERS BETWEEN WINDOWS:
THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS
SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT
ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS
IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP
JOINT (SEE DETAIL -A").
OR
STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE
NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN
INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS
SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS
RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING
THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN
AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS
BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL.
(SEE DETAIL "B")
DETAIL B
DETAIL A"
MOD]
JACOBSEN HOMES
NOTICE:
THESE SPEcinCATIONS AND DRAWNGS ARE
DRAWN BY: S. A.
DATE: 6-6-94
REV. LETTER:
DRAWING TITLE:
SHUTTER INSTALLATION
1:10001
P.O. BOX 368
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROVIDED TO THE
DRAWING NUMBER:
SU-05-0034
SAFETY HARBOR, FLORIDA 34595
PHONE (727) 726-1138
RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE
KEPT CONFIDENflAL AND SECRET FROM OTHERS.
32
w
o(ra.r
cr
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a.
31
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+
V%
7
7
D
Lu
A
.z
,It 142< b�f,
ta I[\
17" X 22" PIER FOOTER SPACINGS*
(MIN. 374 SGAN)
MAXIMUM I —BEAM PIER SPACING
NOTE: MAX. PIER SPACING WITH *** SEE NOTE #4
FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF)
OOR 580 120"*** 120"s"
120" VADE FLOOR** ar 120"0** 120'a*
144' WDE FLOOR** 504 76' 103"*** 120"*** 120"*** 120"***
160" WDE FLOOR** 45" 69 1/2- 94" 118'*** 120"*** 12W***
184' WDE FLOOR** 40" 61" '83" 120"***
MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS.
NOTE-- UNIT VODTHS WTH ** INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM.
FOR TYPICAL PIERS SEE PAGE SU-01-0021
PIER PAD (CORNERS
MAY BE WAH)
.. ..........
TWICAL PH
........ .......
FRK 14EAM\ ......
ORIENTATION OF BLOCK PLACED
SYMETRICALLY ON PIER PAD
REF.CALC.PG.
C. D
....... c-su - 19.01
E Alf,�
cp.
s
DAPIA APPROVAL
NOTES:
1. PRE —FABRICATED PIERS MAY HE USED AS AN ALTERNATE TO THE CONCRE
SPECIFIED IN THE JACOBSEN HOMES SE7—UP MANUAL 10 APPROVED BY
Z THE PRE—FAERPATED PIER PADS ARE To BE INSTAIM PER THE cp crz
STA-rT
04,2009
PIER CAPACITIES SHOWN ABOVE.
ONOOO r4i)�C.
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MEEr THE MINIMUM 0 -
& ALL OTHER REQUIREMENTS ARE M BE ADHERED 70 AS SPECIFIED IN THE JACOBSEN �oe FEDEW romUFACTURED HOME
HOMES INSTALLATION INSTRUCTIONS COHMUCTION AND SAFETY STANDMMS
1p�pi 10
4. MAX PIER SPACING 8! FOR UMTS WITH r I- -BEAMS / 110' FOR UNITS WITH 10' OR
Ir H3EAMS. (24! MAX FROM ENDS —USE 1/2 THE MAX PIER SPACING IF THE PIER
SPACING IS LESS THAN 48! O.C.�
NOTIC& DRAWN BY.' M.T. DATE: 11-23-09
r1= JACOBSEN HOMES gmESKCIFICAWS M DRAVANGSARE
ORIGINK. PROPRIETARY, AND CONFIDEIM DRAWING 11711'.
MiUMAIS OF JACOOM UNWACW00 17 X 22" PIER SPACING
P.O. BOX 368 Mr. SUCH UATIMAIS ME PROMM TO DIE
SAFETY HARBOR, FLORIDA 34695 REWIT FOR SORG RVW MD WSF BE DRAWING NUMBER:
PHONE (813) 726-1138 WT OMRDOM MD SWU FM Offln SU-01-0027
20
PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS
(FOR SIDEWALL OPENINGS SEE NOTE g)
LOAD SPANS
—SO-1-L—BE-A-RING-
CAPACITY PSF
12,
12, _ 16.
�6�
2Iya
jo _24,
24'-28'
28'-32'
W
1000
390 sq. in.
494 sq. in.
597 sq. in.
701 sq. in.
805 sq. in.
908 sq. in.
1500
260 sq. in.
329 sq. in.
398 sq. in.
467 sq. in.
536 sq. in.
606 sq. in.
2000
195 sq. in.
247 sq. in.
299 sq. in.
351 sq. in.
402 sq. in.
454 sq. in.
7500
156 sq. in. 1197
sq. in. 1239
sq. in.
1280 sq. in.
1322 sq. in. 1363
sq. in.
MIN. PIER CAP.
2708 lbs.
1 3428 IDS. 1
4148 tbs.
1 4868 lbs.
1 5588 IDS.
1 6308 lb
LOAD SPANS
SOIL BEARING
CAPACITY PSF
8'— 12'
12'-16'
16'-20'
20'-24'
24'-28'
28'-32'
1000
409 sq. in.
519 sq. in.-
628 sq. in.
737 sq. in.
847 sq. in.
956 sq. in.
1500
273 sq. in.
346 sq. in.
419 sq. in.
492 sq. in.
565 sq. in.
638 sq. in.
2000
205 sq. in.
259 sq. in.
314 sq. in.
369 sq. in.
423 sq. in.
478 sq. in
2500
164 sq. in.
207 sq. in.
251 sq. in.
295 sq. in.
339 sq. in.
383 sq. in
Lo
,
C\l
MIN. PIER CAP.
2841 IDS.
- - -
1 3601 IDS.
4361 lbs.
512 lb
5881 lbs
6641 lbs.
LOAD SPANS 0
SOIL BEARING
CAPACITY PSF
8'_12'
12'-16'
16'-20'
20'-24'
24'-28'
28'-32'
1000
428 sq. in.
544 sq. in.
659 sq. in.
774 sq. in.
889 sq. in.
1004 sq. in.
1500
286 sq. in.
362 sq. in
439 sq. in.
516 sq. in.
593 sq. in.
670 sq. in.
Co
2000
214 sq. in.
272 sq. in.
329 sq. in.
387 sq. in.
445 sq. in.
502 sq. in.
-1
2500
171 sq. in.
217 sq. in.
264 sq. in..
310 sq. in. .356
sq. in.,
402 sq. in.
MIN. PIER CAP.
2975 lbs
3775 Ibs 1
4575 IDS 1
5375 lbs 1
6175 IDS 1
6975 lbs
LOAD SPANS 0
SOIL -BEARING
CAPACITY PSF
8'—1 . 2'
12'-16'
16'-20'
20'-24'
24'-28'
28'-32'
1000
486 sq. in.
618 sq. in.
751 sq. in.
883 sq. in.
1016 sq. in.
1148 sq. in.
1500
324 sq. in.
412 sq. in.
501 sq. in.
589 sq. in.
677 sq. in.
766 sq. in.
2000
243 sq. in.
309 sq. in.
375 sq. in.
1442 sq. in.
508 sq. in.
574 sq. in.
C)
2500
194 sq. in.
247 sq. in.
300 sq. in.
1353 sq. in.
406 sq. in.
459 sq. in.
WNDZONE III
MIN. PIER CAP.
3375 lbs
4295 lbs
5215 lbs
6135 lbs
7055 lbs
7975 lbs
(110 MPH)
ALL EXPOSURI
20 PSF ROOF
10 PSF D.L.
NOTES:
Mr. LALLZI.
SEE DETAIL 'B* PAGE su-oi-000i FOR BLOCKING AND ANCHORING OF MARRIAGE WALL
ENGINEI�t%'�PkOVAL
T11 t1l,
DAPIA APPROVAL
OPENINGS WIDER THAN 49 INCHES.
SEE NOTES: AND (a) UNDER TABLF, 1, PAcEstj -oi-000.
.L
Fe k"
QFOR ALL UNIT WDTHS. USE 17-7 scItin PIER FOOTER UNDER SIDEWALL OPENINCS.THAT
APPROVED BY
ARE 49 INCHES TO 96 INCHES WIDE. FOR OPENINGS THAT ARE 96 INCHES 70 144
INCHES. USE 242 sqtn PIER FOOTER UNDER SIDEWALL OPENINGS.
No.
(MIN. 1000 PSF SOIL BEARING RE0)
9IC1334
IN
FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS' ARE CLEARSPANS; PIER
11
SPECIFICATIONS MOVE ASSUME CLEARSPAN OCCURS ON WE SIDE Of PIER ONLY
IF CLEARSPAN OCCURS ON BOTH SIDES. ADO VALUES LISTED ABOVE FOR EACH CLEARSPAN)
-0. OF
INC.
(D CHECK WTH LOCAL
HOME
JURISDIC71ON TO DETERMINE THE SOIL VALUE ON YOUR
SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE lHE VALUE.
FEDERAL MANUfACTURED
%TYSTaMOS
coNsTmvioNmask
MAR 0 1 1999
FE=
JACOBSEN HOMES
NOTICL.
THESE FICATIONS AND DRAWINGS
I OR B.E.M. DAX-
2-6-99
REV. LETM
00011
P.O. BOX 368
ORI= TARY. AND CONFIDENTIAL
ALS OF MANUFACIURING
DRAWING TIIL* PIER FOOTER S17JNG CHART
FOR MARR. WALL OPENINGS
A
M9
SAFM HARBOR, FLORIDA 34695
Nil Suot MATERIALS AM PROMDED TO THE
RECRENT rW SUM ROM AM MUST BE
DRAWING NUMBER-
PHONE (727) 726-11 . 38
KEPT CONROUM AND SEatEl FROM OTIM
SU-.01-0030
21
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g Z
Lu
>
0
rc
a.
a.
.1c
z
I
X
'k
� Al
F_
t %
Ar
30
MOBILE HOME SET—UP/CLOSE—UP
SITE INSTALLED EXTERIOR SIDING APPLICATION
. (FOR SLIP UNIT MULTIPLE WIDES)
MATING LINE OF UNITS
SITE INSTALLED
EXTERIOR SIDING
ITE INSTALLED INSR
CORNER POST
SITE INSTALLED -,�.
EXTERIOR SIDING
010=00 JACOBSEN HOMES
ElEJEF-1
P.O. BOX 368
SAFETY HARBOR FLORIDA 34695
ODDE-]
�id PHONE (72�) 726-1138
MATING LINE OF UNITS
NOTICE:
THESE SPECIFICATIONS AND DRAWINGS ARE
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROMDED TO THE
RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE
KEPT CONFIDENTIAL AND SECRET MOM 01HERS.
29
DRAWN BY: S.A. I DATE: 6-6-94
FRA—WNG HILL:
EXT.SID.APPL. FOR SLIP UNIT
DRAWING NUMBER:
SU-05-0031
TABLE I
PIER FOOTER SIZING AND PIER SPACING CHART
(SEE NOTES BELOW)
12-WIDE WIDTH MAXIMUM@@
PIER SPACING
SOIL BEARING PSF
CAPACITY
REQUIRED PIER FOOTER
AREA, SQ. IN.
3'-0" MAXIMUM FROM EACH END
1000
655
AND 8'-0" ON CENTER MAXIMUM.
1500
437
(MINIMUM PIER CAPACITY 4548#)
2000
327
2500
262
4'-0" MAXIMUM FROM EACH END
1000
808
AND 10'-0" ON CENTER MAXIMUM
1500
538
(MINIMUM PIER CAPACITY 5608#)
2000
404
2500
323
13'-4"-WIDE WIDTH MAMMUM 0@
PIER SPACING
SOIL BEARING PSF
CAPACITY
REQUIRED PIER FOOTER
AREA, SQ. IN. (a)
3'-0" MAXIMUM FROM EACH END
1000
716
AND 8'-0" ON CENTER MAXIMUM
1500
478
(MINIMUM PIER CAPACITY 5014#)
2000
358
2500
287
4'-0" MAXIMUM FROM EACH END
1000
884
AND 10'-0" ON CENTER MAXIMUM
1500
590
(MINIMUM PIER CAPACITY 6191#)
2000
442
2500
354
15'-4"-WIDE WIDTH MAMMUM (�)
PIER SPACING
SOIL BEARING PSF
CAPACITY (I) @)
REQUIRED PIER FOOTER
AREA, SQ. IN.
3'-0" MAXIMUM FROM EACH END
1000
807
AND 8*-0' ON CENTER MAXIMUM
1500
539
(MINIMUM PIER CAPACITY 5615#)
2000
404
2500
323
4'-0" MAXIMUM FROM EACH END
1000
1000
AND 10'-0" ON CENTER MAXIMUM
1500
666
(MINIMUM PIER CAPACITY 6941#)
2000
500
1
1 2500
1 400
NOTES:
ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY.
UNDISTURBED SOIL OR 907 COMPAC11ON FOR FILL -
ALL FOOTERS TO BE BELOW FROST LINE.
MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM
SQUARE INCHES REQUIRED.
ALL UNIT WIDTHS TO INCLUDE 6- SIDE OVERHANG ONE SIDE OR ONE 3'
OVERHANG ON EACH SIDE MAXIMUM.
CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON
YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR
SOIL TO DETERMINE THE VALUE.
r, WA - 915-, 0 If -
NGINV
�NPrVAS
No.
910334
of:
e.55 TN7AT
JACOBSEN HOMES
TiiESE SPEaFIC;iW;Z DRAWINGS ARE
ORIGINAL. PROPRIETARY, AND OONIPIDENTIAL
I
P.O. BOX 368
MATERIALS OF JACOBSEN MAINUFACIURING
WC. SUCH MATMALS AM PROVIDED TO THE
I
SAFETY HARBOR. FLORIDA 34695
RECRENT FOR SPECIFIC Pt"'M AND MUST BE
PHONE (727) 726-1138
KEPT CONFIDENTIAL AND SECRET FROU OPM
i
ALL ZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L.
6 T 1 0.9-
DAPIA APPROVAL*
APPROVED EY
IN'llINC.
FEDERAL N CT ED HOME
CONSTRUCTION AND SAFETY STANDARDS
MAR 0 1 iggg
DATE' REV. LETTER:
M.T. 2-8-99
TITLE:
PIER FOOTER SPECS CHART A
NUlJBER:- SU-01-0040
MOBILE HOME SET-UP
D I M. 'A' D I M. 'B'
COLUMN #1 �COLUMN #2\—COLUMN #3
COLUMN SUPPORT SPANS
TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE
ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE
MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING
ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE
ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION 'A'. TO DETERMINE
THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR
COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION 'B'.
ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING
SIZE IN THE CHART (SU-01-0030).
. NOTICE:
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS ARE
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL
EIDEF-1 MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE
F-I'mr1:1 SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPECIFIC PURPOSES AND MUST BE
101:10 PHONE (727) 726-1138. KEPT CONFIDENTIAL AND SECRET FROM OTHERS.
S. A. 1 6-6-94
'COLUMN SUPPORT SPANS
BER: SU-03-0001
MOBILE HOME SET-UP/CLOSE-UP
SITE INSTALLED EXTERIOR SIDING APPLICATION
SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN MEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE
Sa INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS MERE THE
EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON
SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME.
ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR
SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY
TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN
ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED
MATCH TO THE REMAINDER OF THE HOME.
ALL TRIM MATERIALS SECURED TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING
MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1" ROOFING NAILS 6" D.C. MAXIMUM. TAKE CARE IN LOCATING TRIM
MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER
RESISTANT TO INSURE DURIBILITY.
ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE
RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME.
CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED
INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS
BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138
FOR REQUESTING THE INSTALLATION INSTRUCTIONS.
SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT).
WHEN 6 MIL PLASTIC UNDER HOMES. THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION
PER EVERY 1500 SQUARE FEET.
001:1
O� 0
JACOBSEN HOMES
NOTICE-
THESE SPEC[FICATIONS AND DRAWINGS ARE
EIDNE]
ORIGINAL PROPRIETARY, AND CONFIDENTIAL
too
P.O. BOX 368
MATEF4ALS OF JACOBSEN MANUFACTURING
INC. SUCH MATUdALS AM PROVIDED TO THE
1:1000
SAFETY HARBOR, FLORIDA 34695
FECIPIENT FOR SPECIFIC PL4610M AM MUST BE
PHONE (727) 726-1138
KEPT CONFIDEN111AL AND SECRET FROM OTHERS.
28
DRAM BY- O.A. I DATE: 06-06-94 REV. LETIER:
DRAWNG TITLE
EXTERIOR SIDING APPLICATION A
DRAWNG NUMBER: SU-05-0030 (09-30-08)
23
EXTERIOR FINISH CLOSE-UP
SOFFIT AND FASCIA APPLICATION DETAIL
METAL DRIP EDGE
'r "�'L u"
r u"�
SOFFIT MATERIAL
-A
FASCIA MATERIAL
LAP RECEIVER (J CHANNEL)
NOTES:
1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE
THE HOME WITH THE SET—UP KIT.
2. FI RST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES,
NAILS, OR SHEET METAL SCREWS 6" O.C.
3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT.
4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER.
5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH
THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN
IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS
COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO
EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY ADDITIONAL INFORMATION REQUIRED SEE
THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME.
LAP SIDING FASTENING:.
1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLEE
0 ' C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTf
TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIN
2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR
PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE
PENETRATING THE NAILING FLANGE.
3. WITH VINYL SIDING STAPLE CROWNS TO BE PERPENDICULAR TO
NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER
LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE
BETWEEN STAPLE CROWN AND NAILING FLANGE.
4. ALL FASTENERS TO BE WEATHER RESISTANT.
BOTTOM STARTER STRIP
HOOK STAPT�
STARTER STRIP
LAP SIDING APPLICATION DETAIL
JACOBSEN HOMES
NOTICE:
THESE SPECIFICATIONS AND DRAWINGS ARE
UKAVVN bl:
S. A.
I UAIL:
12-22-94
KtV. Lt I I tK:
EIDEF-1
EIMPFE]
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-113B
ORIGINAL. PROPRIETARY, AND CONFIDLNIIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROMDED �D THE
RECIPIENT FOR SPECIFIC PURPOSES AND,101ti HE
KEPT CONFIDENTIAL AND SECRET FROM'OTHERS.
DRAWING TITLE:
EXTERIOR FINISH CLOSE-UP
_
DRAWING NUMBER:
SU-05-0020
SET UP NOTES
(CLOSE UP)
YOUR HOME 18 EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET.
THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET
IS DAMAGED, IT MAY BE REPAIRED NTH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED.
THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION.
1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS.
2. THERMO-PLY SMPS OR EQUIVALENT (2- WIDE MIN.) FASTENED TO BOTH SECTIONS NTH NAILS
OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS.
(NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.)
3. SMALLER GAPS APPROX. 1/4- WIDE MAY BE SEALED NTH A BEAD OF LATEX CAULK.
(NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.)
BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED
FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL
MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE
CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE
BROUGHT TOGETHER NTH MINIMUM GAPPING BETWEEN THE SECTIONS. -THE SHIPPING PLASTIC IS TO BE
REMOVING SHIPPING STRIPS). AFTER THE SEC11ONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT
ON THE MARRIAGE WALLS, IS TO BE CUT OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S
RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED NTH LATEX CAULK
OR FOAM SEALANT.
AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH
SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES NTH A ROOFING CEMENT
OR OTHER SUITABLE MATERIAL. THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP,
SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES).
N -C-E-IU-NCFAW,-INSTALi--A�-C-CU.-IN.-MINIMUM-BOX EXTENSION.-
OTE: BEFORE INSTALLING A
(CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT
ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, YOU MUST INSTALL A
HOOK TYPE CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.)
THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCWDED IN THE SET-UP KIT.
THE SAFETY CHAIN SHALL BE INSTALLED MEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN
PER THE MANUFACTURERS SPECIFICATIONS INCLUDED NTH THE SAFETY CHAIN HARDWARE.
FASTEN ALL EXTERIOR SIDING TRIM NTH 7/16- X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM
THROUGH SHEATHING INTO WALL OR FLOOR FRAMING.
(UNDER HOME VENTILATION)
MEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION
WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES
AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION.
NOTICK.
DRAWN BY'
lAl
REv. LETTB:
JACOBSEN HOMES
THEm spEclnCATIONS AM DIIAWINGS AM
M.T.
I 12-22-94
P.O. BOX 368
ORIN&. PROPRUMY. AM CONHDIENTI&
MATERIALS OF JACOBSEN MAWFACTURING
DRAWING TIRE
SET UP NOTES
A
W_ SUCH MATERIALS ARE PROADED TO THIE
SAFIEW HARBOR, FLORIDA 34695
MMW FOR W= MPO%S AND UM BE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPT CONIFUNTIAL AND SEOV FROM OTIM
SU-05-0001
24
27
.1
EXTERIOR ROOFING CLOSE-UP
RIDGE SHINGLES OR TABS
CUT FROM THREE -TAB
qIjINGLES_EURNISHEQL_IN__.
THE SET-UP MATERIALS
APPLIED* OVER COMPLETED
SHINGLE ROOFING
(INSTALL RIDGE SHINLGES PER
MANUFACTUERS INSTALLATION INSTRUCTIONS.)
_x \-COMPLETE SHINGLE ROOF BY
> ADDING FINISHING COURSE(S)
TO SHINGLES INSTALLED IN
THE FACTORY.
ALLOW TOP END OF TOP
ROW OF SHINGLES TO EXTEND
ACROSS RIDGE ONTO OPPOSING
SECTION OF MULTIPLE WIDES.
(SEE SU-05-0011 FOR SHINGLE
FASTENING REQUIREMENTS.)
— COMPLETE SHINGLE ROOFING BY INSERTING
FINISHING COURSE(S) OF SHINGLES TO
EXISTING SHINGLES INSTALLED AT THE FACTORY.
LIFT THE UPPER ROW OF SHINGLES AT THE TABS
TO INSERT FINAL COURSE OF SHINGLES AND
FOLLOW THE MANUFACTURERS WRITTEN
INSTALLATION INSTRUCTIONS FOR FASTENING.
(THIS APPLICATION FOR TRIPPLE WIDES ONLY)
1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST
BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES.
[0=
[:]E]MR
E-Impl"D
ut
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE:
THESE SPECIFICATIONS AND DRAWNGS ARE
ORIGINAL, PROPRIETARY, AND CONFINNIIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROMDED TO THE
RECIPIENT FOR SPEORC PURPOSES AND MUST BE
KEPT CONFIDENTIAL AND SECRET FROM OTHERS.
DRAWN BY:
S. A.
I DATE:
6-6-94
REV. LETTER:
DRAWING TITLE:
EXTERIOR ROOFING CLOSE-UP
DRAWING NUMBER:
SU-05-0010
25
SHINGLE INSTALLATION
ro
FIBERGLASS SHINGLES 414*
.,44,
41.
'44�
1 2
TO
METAL DRIP EDGE -1 1/2"
SEE PACE RC-19-0002
NOTES:
I . SHINGLES FASTENED W1 MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN
IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER -DRIVEN,
PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER -DRIVEN
STAPLE AND SEAL OVER -DRIVEN STAPLE WITH ROOFING CEMENT.
2. WHEN METAL DRIP EDGE IS INSTALLED. IT IS NOT NECESSARY FOR
SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF.
3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X
18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED).
4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 318- X 3/4" X 18 GA.
STAPLES 12 . D.C. MAXIMUM.
5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE
THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 318- STRUCTURAL
RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES.
26
C.)
ROOF SHEATHING (TYP.)
SHINGLE UNDERLAYMENT
TYPICAL ROOF TRUSSES 16" ON CENTER
1/2" 1/2"
TO TO
3" 3" 1/2"
A A TO
1 1/2"
FASTENING DETAIL
NOTE:
SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION
INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE
NOT COVERED WITHIN THIS MANUAL.
JACOBSEN HOMES
DOME]
om�_]
F1111111ro P.O. BOX 368, 901 4th ST. NORTH
SAFETY HARBOR, FLA. 34695
PHONE (813) 726-1138
SHINGLE INSTALLATION
6-6-94
REVISIONS: DATE: 12-21-94
i SU-05-0011