HomeMy WebLinkAboutManual Addendumnnnn
❑\P❑
❑❑❑❑
,JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8
FILE CO
IWAR 19 2019
SET-UP MANUAL ADDENDUM
SCANNED
BY
St. Lucie County
RECEIVED
MAR 44 ?019
ST. Lucie County, permitting14 PF
JA;(DBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
I 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
850-413-7600
80 1
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD. THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT 15 NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF S.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY 70 THE OUTSIDE AIR. SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECNIG EXTERNAL HEATING. COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED NTH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0. WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME. THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
DOLING
'SOVER
USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE AMOUT OF M/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT. THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESRCT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS)L ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
d9
.AWN 1 5 19%
INC.
NOTICE UNAWM UT: MAll rtc r. ¢ucn:
JACOBSEN HOMES TIM5m°naTIO'RAnOAAnNOsAM C.L.Y. 5-30-95
■ ORG KN D& DRAWING TITLE'
„ P.O. BOX 368 NG 9TON YAXWZ ART IRMW TOM EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 ffCMT FW .., RFC AHJ LMST E DRAWNG NUMBER
PHONE (813) 726-1138 WT Ob MPA RO SXTT n= OrN AD-AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
MAIN =7
OPTIONAL TRIPLE NNE SECTION
OR WAD WOE SECTIONS
CENTERLNE CONNECTION FOR WAD UNITS IS THE
SANE AS FOR THE MAN LINT (REFER TO SET-UP
mug
NOTES,
1. 30 GA GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF N ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES
STEEL STRIP MAY BE CON11M14R OR PIECED.
2. SH WC ES N THE DOWER AREA OF THE MAIN UNIT MAY
BE SNIPED LOOSE AND INSTALLED ON SITE AFTER
THE UNTS NAME BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO D6lRE TIC SHINGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
30 GA GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF
30 GA ONLY. STEEL STRIP
e X LENGTH OF ROOF jsEcnONS
MAY BE OVERLAPPED IGK)
W/STARE3 AS SHOM
INSTALL ROOF CAP PER SET -
LP MAN. OVER GALV. SITUP.
(SEE NOTE 1)
30 GA GALV. SIR STRIP
SECURED WITH 7/16- X 16 GA. STAPLES
FULL POETRATIDH INTO DECKING
2- OC YAK SPACING (TYP.)
No.
ENE870
3/B' X 5' LAC SCREWS
le' O.0 (ZONES 2 k 3)
STAGGERED
�" .AWN 1 5 'M
INC
ND9TCE -••n Rnw..r nW: �n.c .. ........
JACOBSEN HOMES emawL. KpRuNSNIDacmum S C.L.Y. 5-18-95
N TERRA PINF&ZOITS M GUFACri I.L W- SUM MAMMS AM MOW100) TO PC pMWAG TIME•
P.D. BOX 368 MAEwus rc JACOB9N MuuaOTum c AST. ROOF ASSEMBLY
IN
SAFETY HARBOR fLONDA 3A695 FI3VWT FOR P B MONO MIT PC WAIWG NUMBER
PHONE (813) 726-1138 EDT oaFmN.L ND 3mo NmR am& QUADADD2
r
79
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/,nRVC.R I \
LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF
ONSDE REAP THIS DID, EXCEPT FOR ZONE 3
EXP. '0' INN 2 REMO FA HALF
(IE ONE EA BEAD. ETC-.)
VERTICAL AND DIAGONAL TES INSTALLED ALONG
THE SDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TES AT CENTER LINE RIMMED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
COONEC7104 REONRDIENTS
24' UAIDNM SPAONG 10 FIRST SDWALL TIE
FROM EACH END OF THE UNIT (SANE AS TYP.
DOW NNE RE -DOWN REOAREMENTS)
2 LONGITUDINAL TES REOURED AT EACH HALF
THIS LID ONLY.
MAIOARI PIER HOCHT FOR VARIOUS ZONES
(RDDN ALSO 10 SDEWALL TIE -DOOMS WWAN IEIGKT)
ZONE.2 ZOME_3
EXPOSURE 'C' 90• 56"
EXPOSURE '0' 39, 16'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) 7O THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
lL[IYI+�Ei�
I. FOR QUAD SECTIONS. FACT bouBLE SELTOi OF THE UNIT BULL BE DEEM
�' •C�No. A•0
APPROVED BYE.
INDEPENDENT OF THE OTHER STRUCTURE (IL 9HEARWALLS, TIE -DOWNS, FUDGE -
0
BEAUS. COLUMN SUPPORTS, ETC. ARE CALCULATED FOR EACH MULTI -SECTION.)
_
( 1 5 1I 5
S All ��jj�:
INC,
'''Fcsll ........•• ;
tTPAR�P �,a54[ITilYR,VJ
JACOBSEN HOMES
NOTICE
K9SPEMICAT06AND DRAKGSAM
DRAWN BY:
C.L.Y.
DATE
5-i6-95
REV• LETER:
CRIONA. PROPRUART. AND Loom JACOBSEN VI
9" "TU
DRAWING TInE' ADDENDUM -TNT. UNITS
OFF
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
M ARE PWV= 10 THE
103W Fa WIM RPRO RO MW O
,
DRAWING NUMBER
PHONE (813) 726-1138
RPM CMM LY AID =0 M1i01 OTHEIM
QUADADDI
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
Q,
S,Y
ON INC.
NOTICE: DRAWIM By.
DALE: FiV. LETTER:
JACOBSEN HOMES TKSE OKKALHSOMUITARY00 ANDAMWM4E c.L.Y. a-za-es
■ MAMW OrJCOAY, AND HAACELIMAI DIGWNG nnD D
YAR76AL$ HN' AAOWgN.e1uAMFAGT1NmHe ILJI
„ P.O. BOX OFU K &K H MATEPAS ARE PRWM TO T1a µ'' N '
SAFETY HARBOR, ROWDA 34695 IStpaHT Fat 9p7C RNVO as M t DRAWING NUMBER;
PHONE (813) 726-1138 1®T aMVpw u Mau mat GDOM AD-AC-0100
78
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1/2' MIN. 3/8' X
3 1/2' MIN. LAG INSTALLED SEE
NAILS OR 7/16" X 16 GA. CHART
FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE
TO SIDE AT AN APPROX. 45'
ANGLE
FROM VERTICAL. SEE DETAIL BELOW
IF GAP
EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
STRAP ® 480 O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
1 4- TO 3 4- GAP
�I
FOR GAPS N FLOOR SYSIUS
NSTALL WOOD SHIM AT ALL LAG
NDSO1 TO 1/r, NCii£A.SE LAG LENGTH 1'
LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4. INCREASE
THROUGH AND TO KEEP CONNECIKN
U,G LENGTH 1 1/r.
TIGHT. (SEE NOTE 2)
(ALL EXPOSURZONESES)
wD 7dE
MOM
3/r 2 3 1/r UG w"
3O 0 SIM FA57F701 W/
7 r 116 GA. STARES
F90 20tE
DrawwauRl
mmm RAW OF FA57DUS RE=tED
a131• X 1 1/r NAIS
7/Ir 116 OL SURES
SPA0f16
NAORY SPA071G
v
Ir as
21/4• as
v
3
5
:
2
v
it at
1 7/b' as
v
4
7
v
Ir at
r as
v
4
7
3
v
w as
11/P as
b'
5
n
NOTES
[NOW APgtwAU
OARA N itl;
APPROVED BY
1. 1' YK POED = 6 WARRED ON STAVES FOR WL amr SmAP.
L MOD SIM 10 BERPPOD FR01 SPF 13 NK OR 6MUL
(.i N 4*N eAF wDtx nl slr�
Revised
Hay 26 , 2006
w7p
r 206
Dm OR RYNOOD NAY E u3D F unm Egm GAF ro1H-4' R 4' Iw s O
John C. Dabdon, P.!:.
N C .
3 tOr NADM SDEIRLL 1001E
r
Kd E:TIQ1n99(!TNJ, inc
FtatlYt YYalfclu�eo naYe
tvlsl.11crlol.Ilo vltn nYmwus
4. SfF OM DRABS FOR SGIR16 FLOORS FOR 0 ML71ADOl
JACOBSEN HOMES
ne ?=NOOTI=
a NO 0u NN
DRAW
BY.
M.T.
DA7E•
05-22-06
1n.1ETnR
� P.a Box 366
®
. "worm vO
aUM t9mEORR aNO t ACAMK
wrowA a atmaml roam T be
to aoR w>ouf5 rc R4Am m x
aRAY9IG
nne
M FLOOR FASTENING
SAFETY t IBOR. FLgUOA 34695
PHONE (613) 716-1136
Kom m Sga team AID raj [
W? CWMML NO no MA OHM
DRAIM MIAMI: Ap FA 0001
- -
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE 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.
BY Fzcd.
FE13 0 1 2000
r.utics M.T. 1-'- 2-1-00
® JACOBSEN HOMES UUMIfPBRKA1YRAlY 040tS Mi
moue tNa�enf.c Nf7 caatTo JW ORAYM nne ZONE 1 INST.
P.O. BOA 36tl YAtOWI! 6 Jlcvav YtINACINIYS
\� K Old YAptts AK NM10[9 m x
SAFETY HARBOR.(M 726-11 34695 IRT9R1 tw fmotywsa YO Na7 N piAMNO MNe7R
.PHONE (P27)726-I13B 1N•t taxlmAlf YO uaNT tfW awa AD-2I-OM
4
77
ZONE I TIE —DOWN PLACEMENT
///---TYPICAL I -BEAM
/ RE-wm
MAIN FRAME I -BEAM
�jU N01E
\
MAN FRAME I -BEAM
END
SPACNG
CENTER
_SPACING
CENTER
I SPACING
CENTER
SPACING
CENTER
I SPAdNC
CENTER
I SPACING
EtN
ISPACDIGI
1)0_6BLE VIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
1-,-•-1
�-+yl
.. •.., .. nun
YLV
YnUIW
pl'I1UN
TYPICAL I -BEAM
11E-DOHN
I
`MAN FRAME [-BEAM
SEE NOTE fl\J �gE NOTE jl�
MAN FRAME [-BEAM
`MAN FRAME ]-BEAM
END
SPADTG
CENTER
SPACING
CENTER
SPACING
END
SPACING
MTl;(13t; F t t
NOTES -
SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
Does *
STATE OF
'g
's
c
APPROVED BY
rtaAr.wreu®.ni
wc+AClcuvwcnswmRvs
RR JNOTICE: 1wh"Dl•-
ACOBSEN HOMES DATE 1tV. lETTFFt
INCY sPEmuTms AND DRAWRM ARE 10-31-95
\, MaIM. PIMPFOARY, 00 a1MMTDE DRAKWG TITLE.
P.O. BOX 368 WB9i11 7OWIS OF WINIFACMUG TIE -DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 aG 9" MATERVIS ARC PROMaD 10 TIC
f jl m ra wm FUFM Aa WST R DRAMNG NUMBEIC
PHONE (813) 726-1135 MPT a mm ND SCOST rRa 01D r AD-71-0070
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1TOTESL
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS
.1310 X 3 1%2" MIN. NAILS
8' O.C. MAX SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
S z3 06
John C. Doeden, P.E.
K2 En_ginwring, !na
APPROVED BY
Revie e:d
ON
Hay 26,2006
INC.
F901M WRIrACMt9IIOYt
wsrRunlml AAo s4Pm srrwems
� JAC O BS EN HOMES
PA BOX 36E
ux VCC Hof=M TM NO � AA.t� AK
�, �I ~MOM
°"""� "` M.T.
DA7C 05-2 -06
Rt L IErRR
D
DRAWL LAE•
M/W WALL FASTENING
SAFETY 11AR8pt. FLOF<DA 34895
En ya mwm Ac Now m m
Nww m O Rat W IW K
U
DRAWC MAIHtt
PHONE(813) 71&-I138
Fm Wwom Ao WU F10 ONK
AD-FA-0010
76
3
ADDENDUM
MULTI -WIDE ROOF FASTENING
CENTER LINE OR MATING
iLINE OF TRIPLE WIDE UNITS
30 "GA. GALV. STEEL STRIP I ..
SECURED VATH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO OECKING
(SEE CHART ON AD -FA -Goof MAX SPACING).
30 GA. GALV. STEEL STRIP
V X LENGTH CF ROOF (SECRDNS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP,
1 (30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
A.I AG SCREW GT BACIIc ROOF IN ORIGINAL CONDIDDN,
FOR 7RIPlE W1DES
FOR DOUBLE WGDESEXCEPT FOR STAPLE HOLES)
�
\ \ PLAN w w
1 4' 2 3/4-
1 1
3/8' X S' LAG SCREWS . AG crAc K WE BACKS
TRIPLE WIDE ROOF LINE - (2 IX SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAC SCREWS (_- __I-- SEE CHART ON AD -FA -Coal FOR TRIPLE WIDES
AT A 45' ANISE FOR MAXIMUM SPACING
STAGGERED 114:7- T3 4'14'TO34'
ROOF PERIMETER RAIL-J'
OR RIDGE BEAM
(FOR RIDGE REAMS SEE NOTE /4)
CROSS—SECTION INSTALLWOOD SHIM AT All LAGFOR GAPS IN ROOF SYSTEMS FOR THROUGH AND
FOR LAG SCREW TO Go
TO 1INCREASE LAG LENGTH 1'THROUGHAND TO KEEP CONNECTION
NDS01 LAG LLEN0TH 11/2'.
AND FOR GAPS TO INCREASE TIGHT. (SEE NOTE 2)
ENG
(ALL ZONES) CROSS-SECTION (W/GAP) c wa 91 o - s'1.07
(ALL EXPOSURES)
L 2 1/r 1ML FoCi RARRA At0 nVff*4 Mom 6 RMLMtD FOR LAG Sawa
I WOOD SW 10 K RPPED FROM SPF AT UK OR EA!M
(r L r X GAP iDTN WL Sm)
APPROVED BY
(OR PLYeDO1 MAY BE USED F DIONfB GAP EQUALS ROTA-4' X r aRIE)
z a> OMoEEAEs FORmlalwG R EROOF AIFRECTAl
-.6
Revised
2006OSD
y 2I ,
ANC.
4. lHOI NSTAMA6 A LAG SMW KMA RIXE KAM. nW-GAEL A 3/r DFAAAAIM
JDhn C. IIIP L.N
HOLE TIROl1O1 THEFEST RIDGE BEAIL SEttlD-OIRL A I/4' HOLE MUCH THE �
K2ETee n�irrnra, Inc
FtOtM NNMFAMRID None
NEW" RIDGE SEAM FOR 1K TNi/➢ED PO DON OF MAC SOIL ➢ M OAS, ARE
FOR 3/e' LAC SORSa QWX
CUNsTAualm Oro WE" STANDARDS
JACOBSEN HOMES
HARBOR. Box See A 34695
PSAA-PHHCE )736-1D13e
"O AM
nes L ARWREuRs. A nA.a Mc
aAXPE r w 4wort Ma Acnmc041K
wuAs a ARDo�sd MAMlAC1O1C
AL w1 mmum ME norm ID Oc
mvr m/mON Mm mm iw D�OCN4i
`"""� "" M.T.
°"
OS-22-06
C
ORAxE1G RRE
M ROOF FASTENING
OUIWG MMOF7E
AD-FA-0020
is;
ZONE I TIE —DOWNS
MARRIAGE WALL
OPENING TIE —DOWN
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTMER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - V
SINGLE WIDE TIE —DOWN
DOUBLE WIDE TIE —DOWN
NOTE` MARRIAGE WALL c SECTION MARRIAGE
SIMILAR TO I OPENING TIE -DOWN I A & B SECTIONS
SINGLE WIDE SIMILAR TO DOUBLE
(REWIRED AT OPENINGS MADE TIE -DOWN
FRAME TIE -DOWN ONLY. OPTIONAL AT I SEE DETAIL — 'A'
onHER LOCATIONS.)
SEE DETAIL - 'B'
TRIPLE WIDE TIE —DOWN
TIE -DOWN STHAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND
STRAP BUCIDE NIH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MI@MUM ALL (ROUND ANCHORS MUST BE USIED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3w IBS MAXWUM
FOR CAW TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
- 67
TYPICAL ME -DON STRAP (1 1/4' X .W MINIMUM
/ ZINK COATED STEEL STRAP, OR EQUAL R1DH BIS04
CAPACITY MINIMUM) p I,S= 477S • UST mwm
LOAD o4rAeRy
PILL DOWN 71G HT TO —/
GROUND ANCHOR DETAIL 'A'
1. SEE DETAIL T)' PAGE 4 NOR MARRIAGE WALL �4r 0�,.••' TIFF`"•• '��
OPENINGS GREATER THANA9INCIES A q ; VP To t 7'-6" 11eHevYVGA 4T0% S APPROVED BY
2 SEE DE -DOWN SPACING CHART ON PAGE 2 EDR s P RD. CC354S3 : 0� 2
ANCHOR AND TIE-DOYH PLACEMENT. * 1f E
3. SEE DETAIL 'A' PACE FOR TYPICAL 1 BEAN I I V
R(]1 CONSTRUCTIONS •- STATE P I! I
• XC LOR10, •tV kma.w.nu,®,o.
�•� /d`}f._ •• !L-. MV .�� Lyyv�gdroF,vcnFt.wa6
JACOBSEN HOMES
.
„ P.O. BOX 368
N0710E
ME SPECMW G P WAVO AW
aaDRAL PRfrWEURY, 11A 10rt ' L
MAWONS OF JACMZN WNIFACTL 0
-cmm BY:
RR
DAIS:
10-31-95
REV. LEM
MAIMING BRL`
ZONE I TIE -DOWNS
SAFETY HARBOR FLORIDA 34695
p 9XH MW R� Ap To 7K
WMK
ORAWNGNuu60t
PHONE (813)726-1138
IVT mAHWul no MW rRN DWI¢
AD—Z1-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL ROLE CAP COVMNG
IBM OF ROOF (MK Y OVERLAP AT SEAM) CENTER OR MATING LINE
SECURED WITH ,B X 7/16' HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONL0
,. I ..
RIDGE CAP
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(ALL DFOSUMM
• 1
$B X 7/1r HEAD X Y
FULLY THREADED SCREW
(NO MORE THAN 12" O.C.)
I .I
m
`30 GA. GNV. STEEL SVtP
5 X LENGTH OF ROOF (SEE AD-FA-OD2D)
SECURED WITH 7/16' X 16 GA. STAPLES
FULL POEIRARCL INTO DEOGPIG
(SEE CHART ON AD-FA-0001 MAX SPACING)
6
CD
J
H
W
B
to
m
CJ
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
STANDARD 7/16' .O.SB. (24/16 INDEX) ROOF SHEATHING
ON
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS. V % Sep 10,2008
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND c �d.Q00'Frii, F._ HNC,
TO HELP AVOID OVER DRIVING IF SCFEW IS OVER DRIVEN consmuMon s, hm iEo9IAl NREOR
ANOTHER SCREW MUST LE ADDED THE DO EC11VE OKMuos.ccirs axo.nos
SCREW (DO NOT REMOVE OVER DRIVEN SM S)
JACOBSEN HOMES
TLox
,� �,NO =
03MAL FR6M Mn AD LOM11111DFL
D.M.T.
. ,.
08-25-08
mom ME!
PA BOX 368
NAM31M s apt uWACIIAM
METAL ROOF RIDGE CAP
—
FLORIDA � Bs
SAFETYUM
FC w M.®WBS An FEW A w
Fcwnue
��
)
- -
wT m mum �
AD-FA-0021
74
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
,7v� MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
m
a 1 5 sm
INC
AND
JACOBSEN HOMES N07ueAm or.uAle MEv. TETHER
nrts srtmanals AND mAw%s ARE C.LY. 6-5-95
1171-3111111171 oMMAL nmFA[I/XY. AM MWWaMa DRAUNG ➢TLC
P.O. BOX 368 W'�s OF J COM MAKFA�D M/W ROOF SEALING
NG SIGH MAXWU ARE PAOADW TO M
�PPHONE (TY BIN) YM6-11.38 695 � �a � �� DoK ORATMG WMEM
AD-FA-0025
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
CCUAK SUPPORT TIE -DOWN SWAPS PFOI:ED AT COWN LOCATIONS
ON EACH SIDE OF OPEIM CFATLR THAN 48' IN MDTH.
IRA➢ -YIDS FLOOR S M
3PQMTED FOR OAWY
STANDARD aim TIE -CORN STRAPS OR ANCHOR
9MOO:TS (SEE TE-DOWN SPACIO TABLES-NOIYAL
AND/Olt ALTERNATE- FOR IW U SPAOTD AILMW
AM SEE NOTE 3.
FOR TRIPLE WIDE AND LARGER UNIT DESK INSTALL
ALL TIE-DOMI SWAPS AS SIM IN THIS DETAL
NOTES:
I. LARGE OPETNIG = ANY OPETDNG RIDER THAN NAIL TIE -DOWN SPACING ALLOYED.
t V R➢CAL TE-DOWNS MAY DICEEO THE STANDARD VERTICAL TE-OM SPACI*
50 LONG 4 THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
4401NW TIE -DOWN SPACING IECAARED ON THE APPROPRIATE VIRTICAL/FRAME
TE-DOYIN SPACING TABLES (SEE OTHER DETALS)L
3 INSTALL IRK VIES AT ALL %RDCAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-OD01 FOR ADDIDDRAL PFOIAtEMDIM
STANDARD VERTICAL ➢E-DOWR STRAPS OR ANCHOR
IWOEIS TO BE INSTALLED A MADMW OF f-0"
(241 FROM EACH END OF ➢E WIT.
,AA�Ap111111 ,`ApJJAI�AAi
a C.
BY
OEN(ES IRE OMWED BY ORM
JACOBSEN HOMES
VF P.O. BOX 368
SAFETY HARBOR FLORIDA726711 31695
PHONE (eu) Xx6-1138
NOTICE
MsESPEOROATOMANDDAA�6SNS
PRWKIKW. µD ENE
WTTRIN3 OF JA�1 YNAIEACWXLNO
W. INt YA9 f=RKS ARE PROW AIM W M
IM Eoo SfDIC RF U nD Mbl ■
ITT mlEmina AID soEE nIw 000s
DRAMs BY:
C.L.Y.
DALE:
6-1-95
PEV. LETTER
A
DRANK DTLE TYP. MULTI -WIDE T D
dGMRG M1MB[R
AD-TD-0310
8
73
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
�rv�umu vmll l IIL-WIDI bIRN'3 OR ANCHOR
�RAFXETS (SEE TE-DON SPACING TABLES-N(RYAL
AND/OR ALTERNATE- FOR MkWW SPACING AILONED1
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRAOM TO BE INSTALLED A MVOMW OF 2'-0'
(241 FROM EACH END OF THE WIT.
``A,TAgNu111unppgA/
NOTES- ENG[JEMAPPRNW. O •.
DAPIA APPROVAL:
I. LARGE OPENING = ANY OPENINGNWDER DIN MAX TE-WAN SPACING ALLOYED:= r EN.'-8703571
2. VERTICAL TIE-DOMS MAY EX('EED THE STANDARD VERTICAL DOWN SPAp ." —
ROVED BY
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EX THE
MAXIMUM
-
TIE-0ONN SPACING REWIRED ON THE APPRCPPoATE YeHIN;AL/fRAME ,c'•. /�' r4, :
'�.
.11Id T 5 ISe45
TIE-DOAN SPACING TABLES (SEE OTHER DETAILS). F ' I ''
INC.
3. INSTALL STALL FTIES AT ALL VERTICAL TIE-DONN LOCATCNS ''i�slGf:/4�V1ENVOP�`�
4. SEE AD-TD-OWL FOR ADDITIONAL REOLOTEMENis.
,.:c-u.rowe
:: W VIM I OVIXI
MOOR BRACKET AND TE-DOAN
' DEVICES ARE [FRTM By OTHERS
JACOBSEN HOMES
N0710E-`
ncsE wcOMATM AND DR.arxs ARE
DRAM BY.
C.L.Y.
DATE
5-31-95
REV. LETTER
■
,I
P.O. BOX 368
OW NIA. PRORW[lAR1: AID GliWlnN.
MA1ZS°r�" "YNAaAcnrwjG
RA: 9Ja YAIFANS AAC AROK+D 1011e
/�
ORAIAVC nllE
TYP.
SINGLE N1DE T/D
SAFETY HARBOR FLORIDA76-11 34695
PHONE (813) 726-1138
KMW ra'I'M FWM ND WM R
MY MWMTK NO seer 1Ra
A!a`
DRAMNG NUYBER
on,
AD-TD-0300
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
0 ES:
1. 30 GA. GALV. STRIPS USED MAY BE VAND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
I JUN 1 5 W5
INC
JACOBSEN HOMES No770FMal: "` mv' "`
HEs sED rw wxs NO Drowns ARE C.L.Y. 6-5-95
■ OIdONAL PROPWEfART, ANO CDUXCCVA DRAVOIG TITLE'
P.O. BOX 368 YAIWALS OF JACOBSEN YNffACT"G M/W ROOF SEALING
„ SAFETY HARBOR, FLORIDA 31695 M UNll6 r I'm I'm RAB� RU WSl R DRAMNG NUYBEk
PHONE (813) 726-1138 rar c"w1At Ale mov 1WN OOnS AD-FA-0026
ri'a
9
SHIPPED LOOSE HEARTH EXTENSIONS
EEmaR. myAu A7TON•
I. FEIM ANY MET AND/CR PAD FROM UNDER BE HEARTH EVERSON AREA
2 MPECT THE METAL FlASHNG N 11E HEARTH AREA TO MAE THAT If HAS
®1 NS 90 (M FLASHING MIST BE RACED ON THE FLOOR 10 PROTECT THE
M'BEIWEDI THE FEEPIACE AND THE HEARTH],
3 LOCATE THE HEARTH MWOT (SEPPED LOOSE N THE HOME) AND NSTALL FOLLOM
THESE STEPS;
A CAmMY PLACE THE HEARTH EEIDw N DHE PROPER LOCATION N FRONT
OF THE RREPUCE ASSEMBLY.
IL SEW DE HEARTH DCONSON TO THE FLOOR W/ 4 161 2' WOW YNEX
C FLL THE AREA BEDEIIT THE FACE OF DE matiEE ADD THE HEARTH EEiDm
BTH A NON-C AMEABIE CAWING OR MORTAR
D. OR FELLOW THE HEARTH MABOFACTIIRERS NSTRUCTDNS FOR NSTALAION.
TILE
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL ILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
14 N1INC
NO(11t11MpL111W1O[
N077CE iAu,m or.. u�.c �vv. u:iiuc
JACOBSEN HOMES MEPRWL AR AND DMMN.S Off C.L.Y. 6-16-95
tlAGNML PROPaFT/1tY. AMD fLr410a11UL DRAWING DOE
mla
H
,r HARBOR. FLORIDA34fi95 P.O. BOX 368 MUMS OF JAB MAKWAc�o SHIP -LOOSE HEARTH
SAFETY W_ WON MAMULS AM PRN= TO THE
KCFINI fa 9-INC RIC04S Mo w R ORANWG NUMBFA
PHONE (013) 726-1135 MFP1 c"WrA so llau no amm AD-FP-0001
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
CCUMN 'A' COLlA01 TT�
SEE TABLE FOR WIIDIW SPAN FOR COLUMNS
COLUMN b'\
/OaulN'C'
r
APPROVED BY
SEE TAKE FOR MATmAAN SPAN FOR taulMC ORa'A ro' _
r
SEE TAME FOR SPAR COL r_LSLE TABLE FOR MAX. SPAN FOR COL NFEDMANUFACUREDHOME
/`+'
IN^.
IONANDSAFETY STwomos
MAR D 3 1999
/cauta r /rnDAE+ T' cawuN \
- — -
STE TABLE FOR WIaIW/ SPAN FOR COLUMN Y _I
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REOb
(SEE AD -TOAST,
GYDFINS 'A'. V. b' OR r
CQUWb 9' OR v
DDLIAN Y
AD-TD-0252 AND
AO-10-025>)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
MINE 2
ZOE 3
SEE NOTE f
DP.'C
OP.b'
DP.'C
oP.b'
DP.'C
OP.b'
DP.'4'
LW.b'
HOP.'C
t7P.b'
OP.'C'
F2P.b'
2 - 31501 ANOIORS
31-4'
25'-G'
29'-4'
20'-4'
37-4'
e-C
28'-4'
20-4
3Y-4'
25'-r
29'-C
20'-4'
I - 31501 ANCHOR
I"
It -IV
14'-r
10'-3'
18'-6'
IY-10'
14'-Y
10'-3'
18'-6'
12'-10
14'-Y
1 - 40001 ANCHOR
23•-8'
16'-4'
IW-Y
Is-O'
2S-IF
16'-4'
18'-Y
FY-0'
2Y-8'
16'-4'
16-Y
13*-0,
.REF. CAus
0IIS�IIIM.1�+.,,,,�
S y
FRa • . 4c '•,, DAPIA APPROVAW 0I.
AD-TD-0251. AD-TD-0252 AND AD-TD-0253 :�`'-.�
SEE N0• D BY
FOR SPECIFIC INFO. ON ANCHORS. ' Q _ APPROVE
910334 '
� •;
2 SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR ���
INSTALLATION. = * -
z OF �N A
STATE _.AA
1 �F
INC.` z
''.,���.�� • DIP •' ' a Nowul"en�.A
NonCE M.T. GATE: 2-9-99 REY. LEITER
JACOBSEN HOMES 11ESESPECIIGAwa MID 9Re= Am
MA� uS JACO M YWRICMOIC 4 MILE:
WIDE COL. TIE -DOWN APPL.
FMOR0W
P.O. BOX 368 „� „,�I MAIWNS AK PRP MD M W84"
„
SAF NIRJBER AD-TD-0254
oC mm
FLORIDA26-138 PUT
PHONE 2 ODI INU o�'nm
10
71
ADDENDUM
COLUMN TIE -DOWN APPLICATION
..,
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
GT
MARRUCF WE OF MULTI-%U
FLOOR
1 1/4- WIDE @ 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTA1 STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES, ENOIJt fig. DO �Ai� DMA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED �`�0�.•�G\STE,gF�Fq�'4�
BY AND INSTALLED BY OTHERS- ON SITE. Q h0, kPPROVED BYE,
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING - rJPg] 5
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - tATON. IPINC
3. PR0TEC710N SHALL BE PROVIDED AT SHARP CORNERS -
WHERE THE ANCHORING SYSTEM REQUIRES THE USE $90,F;•
OF EXTERNAL STRAPS OR CABLES. %�'Fss� •••,• CyG` wmninaNasvmcwalq
NOTICE WAVA6 .. DATE REV. IETIM
JACOBSEN HOMES 1145E9SDRDATIDaM"AT0CSAE C.L.Y. 5-25-95
■ aOaNAL. PROPMAW. AND E0OQt11n11 DRAINING OTIE•
P.O. BOX 36B MAID6M3 OF JACOBSEN & ACA101D COL TIE -DOWN APPL.
\I NG S1wI 9ATTMRS AM PRONG) TO THE SAFETY HARBOR, FLORIDA 34695 MOPOO Fa SRaY RW'O0 NO WSI M ptAMNG NWBER
PHONE (813) 726-1135 MR MFMPAE M0 SECRET MW OHM AD-Ill-0253
SMOKE ALARM ADDENDUM
Enclosed'in'the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY t;&�
OR 2 5H
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFEIY SWARM
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
70
TRUSS SHEATHING
APPROVED eY
000
ON A INC.
lEOERAI W W )NNE
�01611i9�AM1AE0 SAFE11fp1lQARO$
DEALER
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH.
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L.
SIDEWALL
PENETRATIONS OF THE SHEATHING ON THE 7RUSS(ES) FOR
_4f OVERHANG OUTLOOKERS (PURUHS), ATTIC VENTALARON.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
HINGED TRUSS
TYP. OUTLOOKERS
AN®pArl
,
3/8• MR. APA OR TECO RATED SHEATHING
APPLIED TO RDOF TRUSSES LOCA70
DIRECTLY ABOVE SEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
(IB- X 14 I/2• MAMMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/6' NM RAZED SHEATHING FASTENED 70 ROOF TRUSS SON 7/16' X
1 1/I" R 16 CA. UDL STARES 1 1/4. C.C. AT PANEL EKES AND S D.C.
Al ALL FRAMING MEMBERS (NO CLIME REOM)
MARRIAGE
\ \ \ \\ \\ \ \\ \
3/8• SHEA7HWG TO BE INSTALLED ON-91E
WINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVED eY
E NIP%AT t
INC.
ffDERM.MANUFACNR®HOME
�I6TI�LTgNAEgSATEfY5TA610AROS
OR JACOBSEN HOMES NOTICE: DRAWN BY: GATE REV. LETTER:
n EsE SPmnaADds Afro DRA11W69 ARE R.R. 4-27-98
„ IRCn1Al PROIi1ETANY, AND CQbXKnnAL DRAWING TITLE: -_ P.O. BOX 360 MATERIALS OF JACOBSEN MAWIFACTURW
SAFETY HARBOR. FLORIDA 34695 HC Slid WAMOALS ARE PROMO TO THE TRUSS SHEATHING
aECKNI ITN 5PEOl nAY� AHD MST Q DRAWING NUMBER: PHONE (B13) 726-1138 YEPT CONrmOIMEA MD SECRET H an[Rs. AD—HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
LNE OF NUL71-01DE
VERTICAL OE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. MT STEEL AND SEALS.
OF 3150 / MIN.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHIO,R (3150#)
NOTES: END �VF %q DHIIA APPROVAL
o° OG 'ISTE9 s
1. ALL ANCHORING EQUIPMENT SUPPLIED 1:'Q4. N0. Fo ••. PROVED BY
BY AND INSTALLED BY OTHERS- ON SITE. NE$J
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- = jUN 1 5
ATION. P INC
ol
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �pj
WHERE THE ANCHORING SYSTEM REQUIRES THE USE M��•''� Q� � .a NNArxIiNarmARvlq
OF EXTERNAL STRAPS OR CABLES. '�i.Fi1Tn." ......
N071CII
JACOBSEN HOMES •• _ ^� �.'w
111Fs sFEDna ma All RMTOMS ARE C.L.Y. 5-25-95
LORD A1, PROPME ARX W � DRAWING TITLE-
P.O. BOX 368 IMAIMW or NC. SIM weCOBSEN US ARE N AA COL TIE -DOWN APPL
SAFETY HARBOR, FLORIDA 34695 TIC
110W AM 94aC RHY66 MI = fY DRAWNG NUMIIIE AD—TD-0252
PHONE (813) 726-1138 ATIT O XT01IAL APO YOER iI N OTHERS
i
1 69
El p
ZODO-aH-OV M13wHaaLYMckvYII33AW1m 9fll-9Z1(Tw)3NOIId
i[93fY MAW1M0 3119716N a6801171f8601L61ta)r 569tf Va01D1d b08WN AL3.lYS
319 LL �1ti 3M OMYM H%6 w OK %08 D'd
1IV13O 3008 030NIN 6Xffd.W YIYw IoVrm PAOLVA
Ina Bran! WLKE MD ON'Avahow,"aw
90-ZO-90 Va w smem °M Dmv:u °s E° SaNIOH NaSHOOvt
wwawu Au awvwolnnaswm
`vARM a1vILLJ0flwvw MAadA
90OZ190 urtil I
pasznag� R
AS 03AOMddtl
aul '6Ldud awiiu3 7x
1'd 'UeP009'3Ut40F`
9'EZZ-OTU da �''Jd'OIVO'd3a
s•TYM da Lsod = ou f/!d5 9
va 31aM 01 LOU X" am
NXsOd WN SILAd BICI
aDM BN01619 3M M MUM M M1 ail N M1I61E JI M adW 3 W '1
NOLLISOd do-13S NI J008 039NIH
NOLLISOd 9 WAS NI d00 0039NIH
WW3MNMWYdD133dZ
*a mail QAYY W 1U103s Am 9 so
DU ZI NYIO 3M71 ON 531NM WJ11Y M
RZ AMILVKWS W= DON OW W
MW ATOM Bn M MkVXL JD LWIS13
MUM door aLqDNIH
K�z(
IOSON
19ZO-01-0v menlw BxwVM9 >ItMD IaOsVM3I1H i wapitr&awKII-9(CIO) 3NHOH1d
ag
O®
uCI¢m969K YOWU 'MOBHA3YS
99f %OB '0'd 19IddY NM00-311 'l0O wu� ,osaVmn
ailu BxwvMO
S6-l£-S l'T0 3wsmmmNSNMYYMIA sla SHWOH NgSHOOF�t
7 IIY1 'A74 .31vO aw aLvwo. 3OLLON
ONI
s l NAY' �
�3 : UGEOZ83N3
'WAOMadY YWYO 4�OJi•'••••A •• 0,�
('Vg #OBIS) ",S90HONV
0111 011 QHHOV1111V
'SIV3S ONY i33LS i" 'BNIddVNLS
HOJ NOUVOL11OUS aaYaNYIS
t6-f56fa HOLLVJU103dS
OHVONVIS NLSY HWA ONaYHOJNOO
Sy 103V1 OHv MO M33NM1N3
1VN06S3J01id 031IMSMU V
AB 03ULLH33 'SUN%OINL NI
Sf0'0 79 3avA -Y/I I
5NIddY8LS 133LS 130VH9
'8 HWU 'I 3dU
'S318VO HO SdVUS lVNM31X3 d0
3Sn 3HL S38M1038 V131SAS 9NNLOH3NV 3H1 3a3WN
SUN603 dBVHS !V O3GLAOMd 38 11VHS NOIL031OUd Y
'NOLLV
-HOIM3130 83MV3M 01 3ONVISIS38 V 3AYH 11YHS
ONItl3HLV31A 01 03SOdX3 1N3Y1d0103 9NIMOHONV 'Z
MrS NO-SH3HLO AS 0311V1SNI ONY A8
03I1ddnS 1N3ridM103 ON180MONY TV 'I
-9=
QI OUD MUM
SMIS 1\IU100
IMYCN X anwi9n SMW
3MW .9f —I I I I I I I I I I
ru:•l.n
30W-LLINI 10 397
.sr
'NN01
6
'11ONY O
'Nat / Am 30
aV01 OMUNOM 341
ONMS63V JO 310VdYa
IWIMI 03 OMWHJNV
WflaNHav
NOI DIlddV NAOG-211 NIinjoD
HINGED ROOF DETAIL
I RDIERLAYWENT To BE CDEO 3' MIN.
CN BOTH SECTIONS OF HINM ROOF.
FOR WIND ZONES 2 AND 1
RAISE EXTENDED 9WGSE AND UNDMAYME11f AHRI-
AND A WIN. 4 1/2' WIDTH OF RDOFNDCEMENT TO
TOP OF LAST SHUT= ROW ON FIXED ROOF SECTION.
(INS IS TO BE DONE BEFORE RAISTNO HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X r BLOC( BEIWD 2 X 6 -
OVERNANO FASCIA BOARDS AND SECURE NTH
3-08 X Y WOCD SCREIYS EACH SIDE OF GAP.
•• wy
APPROVED BY
Revised
IN w 30,2006
P INC.
FEDERAL MMUFA mmo mm
EnISFnYcrlulaxo sAF[n sTrlwxos
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
N0 RASED R06 SECTION NINE RAPSED P091XN SUM SNOW NNOED
XNO POSTS INTO POSRXIL
D
F 111ZS/Ob
John C. Doedm P-k
K2 Enonawft hlC.
NINOZONE 19
(110 MPH)
ALL EXPOSURES
JACOBSEN HOMES
100TICC
ORAM Or.
DAIF:
FEV. IF77FR
Taw
D.T.
10-02-06
P.4 Iwz ace
OU01M.OiGIM.A 0369RAM
WID" IxNFAACCIS M NU ACRONO0MAL
M""s OF AlLnesa
10lK
DRAWN; TI1Ls .
HINGED ROOF DETAIL
SAFELY HMFIXWDA 34693
FIG 9101 WlOAALS AA[ AIFnxE[F A M
mAm
ORAIRNC IAl16fR
IiNO(813NE (E13) 726-1I3B
an m.mmn Aft um mcm Foos
AD-HR-D003
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A• C0.UYN 'B'�
I
FFF
SEE TABLE FOR YAmNY SPUN FOR COLUMNS 'A' OR b'
-1
tpwux 'C Dowux b'\
_SEE TABLE FOR YADYw SPAN FOR CQmNS Y;' OR b•
r -T
SFE 7181E FOR SPAN COL T: SCE TABLE FOR MAX SPAN FOR COL 'G'
COLUMN 'F C0.UIM Y CDLUY7N 'G
_ SEE TABLE FOR YADYw SPAN*FOR CCwN T•
r -
TYPE OF MOICRNG
MAXIMUM ALIAWAHLE SPAN
REoro
($ AD-1[I-D151,
AD-TD-0151 AND
COLUMNS 'A•, V. '0. OR •E
fQUYH$ b' OR 'C
CQUYN T
/STD-0157)
20VE 1
ZONE J
ZONE 1
ZONE J
20NE 1
ZONE 3
SEE NOTE I
EXP. 'C
EXP. b'
ETP. 'C
EXP. b'
DP. 'C
EXP. b'
EXP. 'C
M. b'
CO. 'C
W. ro'
E7P. 'C'
HIP. ro'
2 - 71501 ANCHORS
/]'-0'
29•-E'
37'-9'
1Y-Y
/}'-0'
29'-6'
3Y-9•
23•-Y
43•-0'
291-6'
3Y-9'
2]•-T•
1 - 31501 ANCHOR
11'-6'
i1'-9'
16'-10•
11'-10'
21'-6'
I/'-9'
16'-1u
It'-10'
11•-6'
14'-9'
IG-10'
11'-10'
1 - /omJ AHCN017
1Y-Y
IB'-9'
21•-5'
15•-0•
tY-3'
II'-9'
21'-S'
IS'-0'
1T-Y
1I'-9Nl ,
2f•-5'
13'-0'
NOTES-
OIOai3t APPROVAL:
DAPIA APPROVAL'
APPROVED 8Y�
1. SEE AD-m-0251, AD-m-0252 AND AD-m-0253
FOR SPECIFIC INFO. ON ANCHORS.
� T 5
2. SEE AD-m-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
IN�
15133 C. R. 22
Goshen, IN 46526
JACOBSEN HOMES
NOTICE
THEYsEorzA,A1N9
DRAM! BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER
030-0
AND DUYxcsFAt
osOxN, PIIaROFRz AND IzwmllYL
°A7°tl'u °F,uc9asfll,YN+AAcnrmlc
/�
DRAWING not
TIE APPL.
P.O. BOX ace
��
COL —DOWN
/—�
SAFETY HARBOR, FLORIDA 31695
Ac sla YAm¢us NR PR0100) ro M
aavR nR sEvc Rm� wo Mal r
DRAMNG NUMBER
PHONE (613) 726-1138
FmT meminAc wD sa¢T Inal 9n0¢
AD—TD—D25D
14
67
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTANIID STRAP IS NOT LONG ENOIOL
IT MAY BE LENGTHENED BY USING A CROP SEAL VAIN
A WORKING LOAD OF 3150 POUNDS
�o
DIAGONAL FRAME
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REWIRED ON THE I_
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I;
SEE OTHER DETAILS
FOR ANCHOR ANGLE-
NOTES-
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPUED 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).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1• FINISH e•
GRADE 1 STEEL STRAPPING
1 1/4' WIDE @ 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING V47H ASTM STANDARD
SPECIFICATION 03953-91•
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
E
91033A
o'. STATE ^`
'9�'4' •'/A'OIAN�•.
i
'�i,. S/rtxl nl
rvon'E
JACOBSEN HOMES M-9E4pRwADDISAH DAA RAT¢
oeONAL PR(iI4EUNT, u9
N
JAM"Acl WP.O. BOX 368 MAt!T'luaREAm Pomm TO ESAFETY HARBOR, FLORIDA 34695 nmpKr !a 4" AK sm PHONE (81J) 726-1139 D1 CPpnk AscGY
IxOu 0IIA9S
k =
APPROVED BY
REVISED
N
AINC,
rmrwi„a.,,e,nwrn,aie
ooavwem. um xVm Rrwm.mc
R.R.
DATE 70-05-96
REV. LETTER
L
ALT.
TIE -DOWN APPL.
AD-TO-0210
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK
ONE-PIECE SHINGLE
UNDERLAYMENT
...................... . 2 MIN. OVERLAP (TYP.) .
•6' MIN. TAR AS OWN
:.:.:.:::;:, :: :::.:::::::::::::.: (APPLIED ON STET\
SEE NOTE 13:Im.....
3' MW. ..... '.'.•
SEE DETAIL 'A'
c�
r� I CM
I I
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE VATH•6 STAPLES (1- X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK,
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
may'
WINDZONE III
DETAIL A
(110 MPH)
ALL EXPOSURES
NOTES:
DAPIA APPROVAL'
1. CEMENTING OF 15( FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
A
PROVED BY
2- FASRTBNG OF 151 FELT IS NOT REIXARED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
sep @ 2
3. EXTEND THE FIRST LAYER OF ON S17E 154 FELT ONTO THE FIXED ROOF A MIL OF 5' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FOOD ROOF.
1 H INC.
4. INCLUDED IN THE HINGED ROOF ADDENIDLIM ARE DETAILS AD-HR-00DI (VWTH SPECIFIC END PANEL LAYOUT).
AD-HR-0002, AD-IR-0003, AND AD-HR-0004•
FEpE
L MANUFACTURED HOME
CON
RUCTIONTY STMDABUS
JACOBSEN HOMES
NOTICE
THESE SIfGrIGTI06 AND DRA.LGS ARE
oRAtw BY:
M•T•
DATE:
9-20-03
REv aTm
DRAW TIRE:
SHINGLE AND UNDERLAYMENT
APPLICATION ON HINGED SECTION
BOX 368
m
CRWJI. PROPREGIRY. AID CUIW(ILAI
MATERIMATERIALSa ,Mari$+ sS MANUFACTURINGP.O.
_
SAM HARBOR FLORIDA 34695
PHONE (1313) 726-1138
INK: SUCH WITWNS ARE PROW= IV 1HE
FF®DR FOt VE6C AlmiQ AND KART M
an 02FmKUL AID =Wr IMM aDas
'
DRAWING NUMBDt
AD-HR-0005
66
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2' O.C. MAX
DECKING ON RIDGE BLOCK
FASTENED WITH (6) 7/16"
STAPLES INTO EACH 15
3 1/2" O.C. MAX. INTO 2
(TYPICAL BOTH SIDES)
ASSEMBLIES
X 1 1/2" X 16 GA.
.C. RAFTER AND
( 4 RAIL
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYLENT AND SHINGLE.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL WINDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
• CRC - 167.01 - 167.02
PEER APPROVAL DADA APPROVAL
APPROVED BY
Revised
04 09,2006
John C. ✓ocid {E, F.E. rroewu lrwn ARC.
9*2 EfIgNTPA@TFF)(J, Inc coRSRWUcrlorAia s.rmsTURARns
JACOBSEN HOMES
p.O. Box 366
NOTTCC
Tlatt vcmlunas A mAures AAc
m m,.- m wim A� 1�PO m
IMTmALS v �N �AO�
ACH NOMALS AR FWXW A THE
AWN BY:
O.A.
OATS
06-06-06
REV. LET T '
HNc
fDRAWING
➢RFi/1IN
PEAK INSTALLATION DETAILSSAFETY
HARBOrt� ROWDA 34695
maDO EA pm NR'093 Am my CAWNG
AVEOFR:
PHONE (727) 726-1138
Tar cmfmDn E Ar0 soar FIM, CIMIL
AD-HR-0006
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(31501 WORKING LOAD)
6
S
x
3
?O
VERTICAL TIE -DOWN c
O
TYPE 1,_flNISH B. �
G GRADE 1 STEEL STRAPPING €
1 1/4-WIDE @ 0.035•
4? � o
W THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTY STANDARD
O SPECIFICATION D3953-91,
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
RAdl15 CLIP
I I � I I I -III -I
-III—III_ RADIUS CUP MUST BE INSTALLED aN
ALL TIE -DOWN ANCHOR BRACKE
_TS
—I (INSTALLERTO FABRICATE RADIUS CUP
ANCHORING EQUIPMENT BY PLACING A STRAIGHT 3- LENGTH OF
CAPABLE OF RESISTING -III-I I I —III— 1 1/4- X 0.OW TIE -DOWN STRAP
THE WORKING LOAD_
REQUIRED ON THE I— MATFT6AL INANCHOR SLOT AND BENDING
TIE -DOWN SPACING —III —III-I I TO FORM THE CONFIGURATION SHOWN.)
TABLETO PROTECT
DETAILSSFOR TABLES)
SEE OTHERIRADIUS ajP I III —III_ THE RE -DOWN SMIRAP FROM iHE�BE BRACKET EDGES.
SEE OTTER DETAILS III -I I I - STALL THE TIE-DOM STRAP THROUGH THE SLOT
I I I I I N IN THE BRACKET'08 TOP . THE RADIUS CUP.
FOR ANCHOR ANGLE.
C.
NOTES,
.� M. ^�° wQ. o •: -
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
= T ENE870357 •• -
ROVED BY
STRAPS AND ANCHORING EQUIPMENT SUPPL
=
:::iTIE-DOWN Iea,V•-
BY AND INSTALLED N OTHERS- ON SEE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
- T.^r F/ F7�r .'�
y Off;•../V/yl. ,
TG\
,J()N 1 5 19
HAVE A RESISTANCE TO WEATHER DETERIOR-
4lATION.�•;,.J A .
i
INCHALL
''�����s/�IIAL F'`�s��``
I V
rAvmµTnlwotwmn`°uq
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
µCH I I Y1rAtm TE-DOWN
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
DE%M ARE CRTFFD By OTHERs
JACOBSEN HOMES
E:
NDncc
Na
DRAWN BT
C.L.Y.
DATE
5-31-95
IEY. IFTiFR
,Ias 9cmxA,citiOT
mArxla
MaNAL PROP9ETN ...WO rt110mDIWa
A
DRAWING TITLL
ALT. TIE -DOWN APPL.
P.O. BOX 36B
m
RARA/15 K AA[a�al Na1tfAElla
NC 9AI WAlEm1LS Na F l 10 1RE
'HT
DRAWING NUMBER
AD-TD-0200
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
mO rm mm wares NO MAT s
RYr mrTnmu NO sE=T mm cW
16 65
PORCH ANCHORING
DOUBLE HEADED 3,150# ANCHOR. 1 1/4" X .035" TIE -DOWN STRAP
rrL,, CONTINUOUS AROUND STRAP BLOCKS.
NOTES,
1. SEE SET—UP MANUAL AND ADDENDUM FOR APPUCADLE SLOCIONG
M1NDZONE III
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF D.L.
C;vA- 108,01 -
IoB,L 7
PPROVED BY
I H INC.
RAL AMNUFACTU IED HOME
unRUCTIONAND saFEn srANOAROS
Ivrc J I
JACOBSEN HOMES N0T10g URAVN or. DATE REV. LETTER:
rl[sE SPECMAlONS AND DRARNIS AR: M.T. 12-13-03
(RONA. PRONKTAAY. AYD COYfO01nR DRAVANG TITLE:
m
P.O. BO% 368 MAIDIMS OF A10083M YAY sAOTAd1G PORCH ANCHORING
M[ 9101 WIDMLS RE PRVARD 10 11[
SAFETY HARBOR. FLORIDA 34695 Ri01W fig PEE Y RAB� AND NMI ff ORAIIING NUMEEk
PRONE (727) 726-1138 Kan OmDDmAL NO R'1ET "'0" "Dum AD-TD-0112
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING RE —
5 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LAYER OF 151 FELT
TO ROOF 1111H A 6' MIN. MIRTH OF
TO ROOF PATH A 6' MN. MIOTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTNG
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
FELT AS SHOWN.
r
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES,
BY
AUG 0 1 20
NO11C@ m o�. M.T. ,, " 7-28-04 K.....,.._
JACOBSEN HOMES D[9 9EOr WTA A OlA-MM
uEIMA NOF MOMr. OO NWACRO L DIIAl111G nnE:
„ P.O. BOX 368 W_ 9XH5 l .AK039D1 RINW TO Be SMNG EARDDMAYMENT INSTALLATION
NG DR N 9M ARE Wt0Y0m 10 BE
SAFETY NE (727 FLORIDA726-11 3A695 vl cm 01 SPOT[ 11im AO YRI R NiA1RIG NIAIBOi:
PHONE (TIT) 726—n3e @i mRVAnR .a YO[r 1An Dvaa AD-HR-0007
W
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN TO FLOOR FRALRNG
LEIM W/ STAPLE OR NAIL.
BANDING STRAP **RAPPED' AROUND PPE AND FASTENED 10 FLOOR FRAIDNC
IDE OF NOT LESS THAN 1//' PER FOOT MUST BE MANTANED TOWARD THE
OUTLET. WIRE US (WADE CAN NOT BE MIIEVEO, NOT LESS THAN 1/8-
DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS DIST90 AT THE UPPER END.
.._ NEW OF DRAIN PIPING
NOT�F.4e. DADA APPROVAL {�
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 480 O.C. MAX. SUPPORT SPACING.
VrINC
JACOBSEN HOMES xx5PEdIDAWAKI DA"M AK DRAWN BY R.R. cAle 17 97 REV. L/EL,NFR
MA MA ARDiWEIARt, Aw IA10017RL WATWIG RA[:
P.D. R. OM"X" W'MOKN" "D "D PLUMBING SUPPORT
SAFETYHARBOR.FLORIDA6-1138693 XcW FOTO A090i74o IWIIK DFANNGNW9LA:
PHONE (eU)72a-II]8 an mrtlmlWA.w ROD WII 9RUS AO—PL—D001
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
CEILING MAY BE FLAT OR
HN IS A TRIPLE WIDE RAFTER,
) APPLICABLE TO STANDARD
KE WIDE TRUSSES.
JD VIEW
x .03Y TIE -DOWN STRAP
DOLS AROUND JOISTS.
SIDE VIEW
(MARRIAGE WALL APPLICATION)..
SIDE VIEW
(SDEWALL APPLICATION) NOTE:
ALSO APPLICABLE 70 'ALP SIDE
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TES ARE
350 PLF MADMUM SHEARWALL
DESIGN VALUE (PER WALL)
350 PLF MADMUM SHEARWALL INSTALLED. (1 EACH SIDE ADJACENT
DESIGN VALUE (PER WALL) 70 SHEARWALL LOCATION)
1 1/4' X .OW TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS
1 I/A' A .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
I. 0=10 ANCHORS TO BE RATED FOR AN A1111ATE LOAD OF 47251 (3150 DESIGN LOAD]
(SCE AD-TD-0001 [TD-GLIERAL NOTES) FOR NOTES ON WOUND ANDHOR 96T4UTION.)
2. INSTALL A PER AT EACH ENDOFTHE SHEARWALL JOISTS (POI THE ABOVE DETAILS).
APPROVED BY
3. NO ShEARW'ALL IS LOCATED ABOVE A SOLIDHEADER (FURL NMI CROSS -MEMBER) NO
S PODS ARE REQUIRED (ALL SHEARWALL CONFIGURATIMM
C3
NDO ALL 2p4i
ALL R
1. TIE-DOWTI STRAP REOUIRED AT EACH END OF JOISTS. ALL DBL S/W CONROURATIONS.
//C 7ON
John C. DoedeIT P.E.
n C.
`
S. CEILING SHOWN CATHORM. OR SLOPED. RUT CEILING MAY BE USED.
C. R. 22
I i \ \....
E. FULL WDTH SEARWALLS ARE SHOWN N THE DETAIL ABOVE. HOWEVER. ANY LENGTH
OR CON IGRATION SHEARWALL MAY BE USED.
Goshen, IN 46526
manWc7 AwAvmiw•..ADf
7. THIS DETAIL LAY APPLY TO TRIPLE AM)/OR DOUBLE WIDE SECTIONS,
m
JACOBSEN HOMES
NOTICE
THESE SPEODunaNs Nm NGWN 3 AI .
GADWL POFJACO ANDNUFACT W
YAf°""Ie A7 aDSI uANIFA
DRAWN BY:
R.R.
DATE
4-09-96
REV. LETTER
DRAWING
P.O. BOX
ulc sroH uATDDu] ARE PIIDWOOR 7a ra
TO THE
S/W CONFIC. TIE —DOWN
ORI
SAFETY HARBOR, FLORIDA SA695
KWDO Td SKOIC PIFNO� Aw IMST K
DRAWING NUMBER:
PHONE (813) 726-1139
I®I CGPDDIIML AND %017I W ONK
AD—TD-0111
18
63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
MLING YAY BE FLAT OR SLOPED
SIDE VIEW
1 1/C X .OM' TIE -DOWN STRAP
CONCNUO'JS AKAW rATS.
END VIEW
050 PlF MAXMUM SIEARNALL
DEM VALUE (PE7 RAIL)
1 1/4' X .055' EC -^CNN STRAP
CONi1NOCJ5 ARCJSD JOISTS.
NOTES, - - z 1(,
TP( JlJ yAOVA1:- -'d � . �/L .
``
DAFIA APPROVAL-
1. Ow" A.%tmm TD BE RATED FOR m teuATE LOAD OF 47251 [3150 DESai LOK11
(SEE AD-M-Mi [M-11MM MRS) FOR MOTES ON DiOpW ANO OR uSTJll l➢aL)''_
:
, • O •'•
L9 Nm.
APPROVED B�.[ \'
F. PSIAL A PER AT EAEH END OF THE SNEARRALL *STS (PER ➢E ABOVE fETAAS).
D.
t(
ON
RIEM 9EJARNL IS IOGI[p ABOVE A SND IE,AOEN
TE-DOptI STRAPS OR PM ARE REOURED ALL (iUIL CJDNF Oi0S5-YCYSFR) No
( SifARNAl1 FDHFICLRA1Nki5, ALL ZONES
x
_
i oz
AND ALL ElpcgjoL
A. TIE-DDNNN STRAP REOUMED
j � :•• �
^ •\ `
I1 Cl
AT EAEN END OF JORIS ALL DB_ PW CONFIOJRATONS.
4 •' • •.. �. •.
`
CEILNQ ShOM FLAT -OPTLI AY BE USED.
6. FLILL MT1
',''''AV
rtweoa-ia, cu•i :e•.a e
SHEARNALbS ARE SHOMI IN THE DE1AA•ABOVE. HOWEVER. ANY LENGTI
OR
C� AAA```
Ailrlll
COWIWU71M SHEARNUL MAY BE USET,
' '�iT
`
JACOB/�
SEN HOMES
NOTICE
'BELSPECtiDATOSANI1ORANNGSIRE
CRANK BY:
R.R
DAM
2-6-96
REV. BETTER:
���
P.O. BOX S6B
W4ll.V, MTNCIApT, AO CDlDtNNy
4A101A15 K JAODBSSIi YAW:ACTL'RNG
pRAYANG TTNC:
DBL. S W CONFlG. TIE -DOWN
SAFETY HARBOR,FLORIDA-726-11 71695
PHONE (BID) T26-1138
Nt: Such MTOMU ARE PROVIXD TO THE
REOIPJIT ION WEDDC 14 P AND 1AW BE
DRAWNG NUNBER:
KEPT moi0<NR0. AND SEm t ERDI ordal
AD-TO-0110
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILINGS) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
NOTES:
A* x �
JACOBSEN HOMES
NOTICE
IM45PEtli vmSAND DRASNGEAM
YNANII Or.
M.T.
11NiC
3-30-05
Ntr, iti Itm
tldOWL. PROPRIETARY. AND CONFlpfAIBAL
DRAWNG WILE:
P.O. R.
YAIOBALR OF JAMSEN YANLFACRMMG
MD SYDI IJAMRALS ARE PROVM TO BE
OPEN PORCH RAILING(S)
SAFETYHARBOR.FLORIDA 695
REOPM ROM
DRAWBIG NUMBER:
(7�27) 7206RID IJ8
KEPT SECREF ND�RQIS
O N
AD-PO-0001
62
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 I VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP P THIS SEC. LOOSE
(SIZE INSTALLED c
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED �— FOR ROOF VENTING BOTH FACTORY -
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI iL TRIPLE WIDE HOME
REF. PG.IW-07-0011 VVITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
NOTTce
DRARN BY.
JACOBSEN HOMES
TNEg SPECMk rb Aw DRArrws ARE
ORDINAL PROPRETAW Ara COrpIIIQiRAI
DRAVA14G T
P.O. BOX 368
MATERIALS OF JACOM YANWACM INO
SAFETY HARBOR, FLORIDA 34695
NG SIOI YATTTRNS ARE PWVIDM N NE
rE�IT FOR SPEOM RI8 Z AND hW EE
DRAILING N
m PHONE (727) 726-1138
KEPT CoOtD Mr NO WV FROM 0106
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
Lu
M PER SHEAADATLS
(ALL MOOT*
➢C-ocm 103TARM
L AJ
Qua Na s
m lxl m
M F9R 3"*ATLS
(ILL i10A1W41
TE-07M11AEy1 m
A nr R
1LLc at No%
"5LE Not: 1 uE NOTE 1 v,x "m T SIX NOTE 1-4—'
Q7FE IMTES L Ala 1 Q Q S! WM 2 AN7 1 Q
►pH mob PIQI Pto Ira 9010 PER Iamb
INS LOCAMI INS LOGATON IRS LOGARox TNS WcATLW
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
DAPIA APPROVAL' 140TE:S:
1. TAE-03Y15 PLa 10 A W= MA Tc-COW Spew NAT li LOWO DI
APPROVED BY and Of M. WA LION:M pOf �TRID All to*
qOA� AE°r�s TO s PATE fOl M lCT1WI( LIND OF aYt3/ (7no =11 LOT➢
Revised (fl A0-iF9701 IM-00 RAL MQTL53 FOR VM fM Q0(f0 AWat YRT41ATn`L�
0 000A
Oct 25 , 2007 L lHV1L A Pot AT Got DO Cr THE 2"ML amn frm W Aw,E OETAA]J.
(aqt AEO+NOT AT Gai 90 OF "SIS awucss cr 7E-ogm rTN�r NLap7 W&I
RINC. 1 » 4[MOW. S Lcum OK A SAD mw 6W. IMIT OalS-YOGA) po
FEDERAL r.VJIOFAMRED HOME BE -DON SUNS d LCOo Alf REOIAREL (ALL 9"GRL 0W=PAraM ALL STlS
CONSTMUION AND SAFELY STANDARDS NO /LL (spown5}
JACOBSEN HOMES
OATS: REV. LETTER: 1 NFEA TRa1CAP7V AS
O.A. 10-24-07 oDa.t frorNmZAA ; Ab
P.O. BOX 3p0 WAwa.tc AT AAOJRa7r L
rIc 9191 NATDULA AAE P
SITE PITCHED ROOF DETAILS �.7PmoHr �7a0-138 pas mpur� cafRR
R. AD-PR-7001 I Lm -
61
910334 1
STATF_ OF Q
m
BY
FEB 10 2DD0
INC.
-02-01-00
:/P(ER REO. B
AD-TD-100
60
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' YIN. ROOF
WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKNG SECURED PATH 7/16- X 1 1/2-
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' O.C.RAPIER. EACH 16' D.C.RAFTER.
SEE DETAIL 'A' SEE NOJJVI
11' MIN. SITE INSTALLED DECgN6 04FRLAP
FACTORY INSTALLED ROOF DECKING STE INSTALLED RAFTER TO
ALIGN MTH FACTORY INSTA -LED
1L RAFTER BELOW.
SEE NOTE 12--/
18' MIN. EMS SEE ODEi A DEOWR
CROSS-SECTION
FACTORY INSTALLED RAFTER
(CENTER SECTION)
WWO20NE'I1
• ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044
10 PSF D.L.
NDS01 REF. CALM C-FS3-88.01
NOTES.
DKIER APPROVAL-
DAM APPROVAL• ..
I. SECURE EACH 16' D.C. RAFTER TO RAIL BELON WITH
2-/I0 X 4 I/2' SCREWS AT EACH RAFTER END. STE
APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN M7H FACTORY INSTALLED
RAFTER. (EA. SCREW TO NA%E 1 1/4' PENETRATION YIN.)
2- ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
Jun 09,2006
110 X 4 1/2' SCREWS 9- O.C. MAX SPACING
b Qd
IN(-`.
1 SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS
John C. Won, P.C.
Ieo11u M."W"c7uul.xoW
K2 EngkmerkV, Ina
COAlmurno. oMarIn STY O"MI
JACOBSEN HOMES
rE VF GH0Mi6�MCOC"I AK
°NA1"R' O.A.
06-02-06
IavNCTll2
.0000
omwo P.O. am 3"
sc" r"v.cT"+T..e runeuna
"w"is W ,ten M"Mraen
12 RM AAIOINU IR PRmw 10 n[
/1
H
MAW49 nnL•
ROOF TO
ROOF ATTACHMENT
SAFETY HARBOR. FA3A695
PRDRE (7R7) 72A n36
726-
n0 00IR V=NIMM IIW®[
DRAIM NA6fR
Immr mr"ImvA=GPM
AO-PR-7OD7
21
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
— 2 X 6 OUMDOKFR
19' O.C. MAX. BETYM OUTLOOKEIS
aS
�-2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD ice
DOUBLED END ZONE RAFTERS
TYP. 16, O.0
19.
2 X 4 NAILING BLOCK
tf
MI(INSTALLED N SITE
NAILS
FROM NAILING BLOCK INTO
4
RIM PLATE of ADJACENT
SECTION OF UNIT, AND
MIN. (3) .131' X 3' NADS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKEfS SHOWN ARE 2 X 6 SPF 13 FLAT
.v r 1 • R N•
u1T 1FA7( 1 1,• FAJuN
-MULTIPLE TRUSSES FASTENED
TOGETHER W/LON..131; X 3•
NAGS OR MIN. 7/1( X 2 1/2'
X 15 GA STAPLfS IV O.C.
MAXIMUM INTO TOP h BOTTOM
CHORDS ONLY.
2 X 6 FASCIAFASTENED TO OUTLDOKFR �- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY
WMIL (5) 7/16' X 2 1/2' X 15 GA. NOTE:
STAPLES OR MIN. (3) .131- X" 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUnDOEIS TO BE Ma■En 10 EAOI
RM (TYPICAL AT ALL CENTER BRACES) IN THE oZ Off � FA��
SIHME TRUSS ONLY
REfFD OUTSIDE OF
3 iT. AREA
SS MAY BE
PLACED ON EITHER SIDE
1 NDS01
1. ALL TRUSSES LOCATED WITHIN 35' OF THE END OF THE
SECTION TO BE DOUBLED.
2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002
TYP. OLITLOOKER FASTENING:
FASTENERS:
0uumtr
PDNEIRATM
J31 PD NAIL
5
1 1/i
15 GA STAPLE
6
P
08 SCREW
2
1' (DA1. LIP)
WIU) ffR FAVEI S MAY BE INSTALLED WINDZONE III
FRCU TOP OW DDAN F PEWIRAWN ALL EXPOSURES
6 ■A9ITANA - (110 MPH)
20 PSF ROOF
C-RC-197.01-197.02
John C. Doeden, RL.
K2 Enginaer19; InG.
APPROVED BY
Fe17 05,2008
EN AKc.
F
I ETUICIlUN ARIL SAFETY STIDUTAAU9
JACOBSEN HOMES
NOTLOP
TIF3SPIMMIID6ADRRAM6AM
DRURN W:
O.A.
DAIL
1-29-08
REY. IETIEIL
P.O. BO% 368
ORMAL 11MI TARO AND NnDOtxOAL,
YAIERW$ OF AAIXIM DANIFACTRDNC
wRATARw DiLE
FND ZONE RAPIER
n
90 MA70LUS ARE PROVIDED p lE
OVERHANG ASSEMBLY
SAFETY HARBOR. FLO IDA 34695
RMFIWT FO UM R■V95 NIN YIN E
IRRARMC T01�
PHONE (7Z» 726-1138
PVT WFmWL AM Z= EMU OMM
AD-PR-7003
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SDE ELEVATION
SHOW TIE -DOWN SPAW.
-pan;_
w rW rr... ru n.-waw uvi . w1 lu N m YEVWq 1/qt
TYPICAL CROSS SECTION
SHWNG T1EDO NS
,777 F,7
FIGURE 10.0
W. no SISTER TV. 1305400E1-
°ul$
ARM ARGLE IS AFFM STABIM
Pm m ■M Nan 9DFT W"
FIGURE 10.1
REF. uLa
_...r RF RF._
1SR APID•IDIO O■L DAL
51E RILL 5 FOR
MAIN NMI
Ff�®
WINDZONE 9/0 .
(110 MPH)
10 PSF ROOF
10 PSF DA.
NOTES
TFIC�.,
1. SEE AD-111-m65 Full SPAODc TABLES
.` �O ` +i
APPROVED BY
L SEE AD-10-M FOR OINeIY OF LoaDNAL T[-DOMI STRAPS
REmF€D.
. G f' •;
S SEE 01801 ITEMS FOR BLOOM (PER) QUANTITY AM TIMER
REDDIRVI IS.
.;
ND. Ca
l0W
1. SEE FURL AIXIM N FORADOFIIOIAL FEOORID DIMS
.
�
Dec 13,2006
S ZX 2/0DOM T 6F' YA)UN MW
WE 2/DPOSOBE v: ZTF MAXIAN HEW
=
,.
r O-6:
INC.
ZONE 3/Dw09■E Y: 4P 1LA=UJ IETOIIT
i0NC 3/OlOANL TF: 35' MAX" HEIGHT
*% . .
.n -
�� �, V. CV ti
FE9EAm AAAiiLE T DHOA2
• LDE6T1A1[rwN ARD SAFETF STAADMDS
5. ALL SPECFICATIORS ARE BASED ON 2POF ROT AN°E MAX AND
106• MAX
!t ;1
l•+i'AV;y •-•-C
510E■ALL NaD,L
C
..�
'�;`,9<�
.
JACOBSEN HOMES
NOS■ AARR
NNE2 �COfRWD06 AO NDAED6 AAE
R.R.
DATT:
11-28-06 •
�caTFK
.
META. FnoFIN[TAAL AAD {9FRlfFEL
W1ptl1�'� �"L'Am"""'FA""""`
ORANG TIRE•
FIGURES 10.0 AND 10.1
rvwEl
P.O. BOX 365
K 9AN WIDFIAS AAC IIIFINOID W 1[
SAFETY HARBOR. FLORA 34693
MOAm HH fmC AD,RIIT R
AVrm llx m 2o[1na OMM
OIAMX• NUMBER:PHOHE(717)726-1136
AD—TD-0086
22
99
ADDENDUM
�'T
108" HIGH SIDEWALL TIE —DOWN SPAC
IFLU
N
INTRINC.
DECKING
BLOCKING
ON SITE PITCHED ROOF DECKING INSTALLATION
i rr. rtwr rrtwrmt,
16' ON CENTER OFFSET
TRIPLE WIDE CENTER SECnoN PEAK
rSITE INSTALLED DEaQ(G ON %TDWD � -I— - — -
TRUSS SECTION k IffFIAMOBT OF NO
REWIRED
BOTH OU1S!OE SEC110N5 (2 FULL AT CONTINUOUS PANEL
ROWS ff SHEATHNG) SEAMS BETWEEN TRUSSES
tSEE O7HER DETAILS TO SECURE1RIPLE WIDE MARRIAGELME RISTA(1ED PITCHED 1i2U55ES SHEATHING REQUIREMENT MANUF. INSTALLED DECfONG TO HERE
APA RAIF'0 R(IOF IIFFXING
(OR EQUAL)
25
YANDZONE 01
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L
LON
L
NOTES: wv+mt AriflovAL DAM Awflorua
1. 1/B" MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARA
EL TO 1RUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 ti{ revised
SPAN RATED) DECKING (EQUAL OR BETTER). .lOhn C. 00_aS . n:= Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE IC2Eng:.Ts:;::r•:ig,?ilc• AiNC.
SAME DECKING PATTERN. veoexurAxuF�nHOME
4. FASTEN DECKING 1D ROOF FRAMING WITH 7/16 X 11/2' X 15 cuxsrrwrnax AND saiery srAxoAxos
GA. STAPLES AT 3' O/C EDGES AND FIELD
RLY. Y:inR:
JACOBSEN HOMES nnsElx:oncNtAro aa�auwxsAxe GRAM oro.A. DAIS 10-24-07
aaauAL mare[rArer. Axo oofn[xarA ORAIiOiC nne
P.O. Dox Sae mAmaNs OF +Acaesx YMxfACa�C
sArEtr xAReafl. FLORIDA 3169! tt 91°' wows AREtrcan m nc ON SIZE PITCHED ROOF DECKING INST. .
PHONE (727) 726-1138 � Ko3FEd�xo SIM FPO 00= �=+0 xuYliB!
ACT-PR-7004
58
23
(OR EQUAL)
25
YANDZONE 01
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L
LON
L
NOTES: wv+mt AriflovAL DAM Awflorua
1. 1/B" MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARA
EL TO 1RUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 ti{ revised
SPAN RATED) DECKING (EQUAL OR BETTER). .lOhn C. 00_aS . n:= Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE IC2Eng:.Ts:;::r•:ig,?ilc• AiNC.
SAME DECKING PATTERN. veoexurAxuF�nHOME
4. FASTEN DECKING 1D ROOF FRAMING WITH 7/16 X 11/2' X 15 cuxsrrwrnax AND saiery srAxoAxos
GA. STAPLES AT 3' O/C EDGES AND FIELD
RLY. Y:inR:
JACOBSEN HOMES nnsElx:oncNtAro aa�auwxsAxe GRAM oro.A. DAIS 10-24-07
aaauAL mare[rArer. Axo oofn[xarA ORAIiOiC nne
P.O. Dox Sae mAmaNs OF +Acaesx YMxfACa�C
sArEtr xAReafl. FLORIDA 3169! tt 91°' wows AREtrcan m nc ON SIZE PITCHED ROOF DECKING INST. .
PHONE (727) 726-1138 � Ko3FEd�xo SIM FPO 00= �=+0 xuYliB!
ACT-PR-7004
58
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J /
CEILING PANEL
CENTER SECTION (FLAT
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
MAYS
JACOBSEN HOMES
THISESPEOMNDO AAMEMAf =AM
UNNAL PTDF UMV AND CONMET M
p2AA1N
AIF
IE MS OF UBSFA COYANUFACIU M
SSIDR
P.D. BOX 368
.EC.M
MTERALS AM REOVIOM TO THESAFETY
HARBOR. FLORIDA 34595
FEEFOR FOR 9M RRFM AID KM BE
DRAYAN
PHONE (727) 726-1138
KU T CCtECET M AM POET no O Nn
E INSTALLED CENTER
SECTION OF ROOF
APPROVED BY
now Revised
Oct 25,2007
NTINC.
FEDERAL 6IANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
O.A. DATE: 10-24-07 REV. LETTER:
110 PITCHED ROOF VENTS A
AD-PR-7005
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE MATION
SHOVANG TIE -DON SPACINGS
_�=..� •�:ems _= = _ —: = _ = ,�:� :��:__= = = =_ _=
®®
IE-001115
IE-WYES
i-DOYI SPAdIC X-IIOYI SPA OIC nE-09Y1 SPAOC Z-" PAM W-UOM SPADE'.
WE PER AO-M-00 MILE FBI *-WOO UK NA *.V-M® WE -------
FIGURE 10.0
TYPICAL CROSS SECTION
%ONING TIEDONNS V.1Tm2Sm TV
DAS$
STF EqS S HOW
y SamIY RR
IWOIDE AREMmID NEE1E—
�`A�� r FIGURE 10.1
IF HIRE
10 PSF D.L.
RIF. G1LfS
NOTES:
1. SEE WAG,-= FM SPAC/M TAIAES
2 SEE HID-M-OOB3 FOR DIANTY OF LONGINDIAL 7E-000 STRAPS REOINE'D.
1 SEE OTHER DETAILS FOR HODWG (PElx) aANntt AND OTHER RFOIPRE>EEN7S
INmR(�T'. ' H
: ���.'(LP�PF • • ��,
=
.. - •
DAPIA APPROVAL
APPROVED BY
000or
4. SEE FULL AO Mum FOR AOOamx REOUREIETIIS
i roE 2/bFOSU E Y: 36• WJURN HDOIT
H E 2/DPMW V: Zr NAMUN NIGHT
ZONE 3/bP691(E 'N: 36' YAMEAY FEIDIT
ZONE 3/0FORK V. 3f YAXM HEIGHT
6. ALL SPEUFCARONS ARE BASED ON 20' ROOF ANTE YA1L
A;
"
~" �� •� Q•
�(� �•'•A.20R1�,' v1
'i�� �sJ.•••••••%••' �� 4�0�
'•.,,°RED N��.t'
•. .
INC.
FENSTRI0IONERAI NOSAF T HOME
fANSTRUCTION NJN SAFETY f TJi +
JACOBSEN HOMES
BOX 368
OFUMT:
SAFETY HMBaL FLOWOA 31693
(727) 726-113E
TIESSPEOGTE EATATNRAEEFDRAVEK�
a00E,L RXPAff.U,Y, AID aoaDdMl MIEEPYlS AACOB471 HAIA,AL'MMCPRB
sum NA➢RU NE 1YEmm 10 INE
RXPW FSE s®C N IPM AM %UIT t
Ear msmnr No SM ROE EnMAD-TD-0064
" ': M.T.
D/7E 07-20-04
HE*LErm
"FIGURES 10.0 AND 10.1
'.PHONE
24
57
ADDENDUM�vREs
SPA ING TABLES stt �01
108" HIGH SIDEWALL TIE -DOWN
10
ZONE II & HI/EXP. C & D
LONGIT INAL TIE -DOWN SPACING TABLE
WO ZONE 1
WNO ZONE o
FLOOR
IEL OUT.
MIL T.O
manCLE
S
TM
EEO
maE
EA. 4) ff
U
ON
SECOd
IL
IOl 0
SE
EA gC➢t•1
L
NL e
5*
O
3
47
3
53'
M-11
, 3
57
4
45'
VERTICAL TIE —DOWN / FRAME TIE—DOWN1SPACING
TABLE
TIN.
MAX
NAND ZONE 1
M41D ZONE I
SIAM
M IEAD
I=
now ANGLE
5?AONG
SL"
Loa
mm ANOE
FLOOR
MOTH
EAVE
OVERHANG
26'-8'
6'
6'-8'
31501
40'-50'
5-4'
3150/
1 4(r 50'
30'-8'
6'
6'-8'
31501
4T--50'
5'-4'
31501
1 40=50'
LONGrrubINAL
TIE —DOWN SPACING TABLE
IL
MN.
MMD ZONE 1
MIND ZONE Ill
FLOOR
MOTH
Ml O1Y.
ff
ANO0
IL
Yn DrO
EA. 00 ff
xwa
RGUE
O
^�
FEA1L SA
SECIgI
MIL Y
EA YL11G1
YIL 0
L
26'-8'
4
1'
4
5 2'
4
5 1'
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
wK
MAX
MND ZONE A I
NINO ZONE u
S'AM
AN010R KNEE
ffA016
Lm
AN0H0E ma
MOTH
OVERHANG
LOAD
26'-8'
6'
6-4'
3150/ 1
4R-50' 1
4'-0'
1 31501 1
40-45'
36-8'
6'
5-4'
31501 1
4T-50
4'4
1 31501 1
40'-45-
nINDZONE M
(110 MPH)
20 PSF ROOF
10 PSF ELL
1EACAIM !— t�i,23
-I�j.0IN
TLAw„�.
NOTES:
t
DAPqA APPROVAL
APPROVED BY
1. SEE: PULL A900ENM FOR ADDITIONAL REQUREMETETS
0.0045484 i
2 SE AD-M-M FOR MA1MA PER HEIGHTS TECRD® FOR THE (DADS
Y
'
* »
TAOIAATED ABOVE -
AN P INC.
.., •.. k=
�'•+rTFREDE�G�`�+`
CTIONMANUANDURED
CONSTRFEDERAUCTION
caNsrRucnonr�rosar�rr�sr�TD,u�4
JACOBSEN HOMES
11@]ancAMnams Am mum
DRAWN M.T. Sr
DATE*o7-20-04
ram' . tETHR
DRA\M: TITLE.
tog' NIGH 9DEWALL SPAONG TABLES
P.O.
06014A4 FT F VZONC AE6 mAmEw
lE
SIGH A +'°SALE WADEDUWACROG10THE
NO. SU' ARE
DRAWING IAA 7t
AD-TD-0083
K FLORIDANC
SAFETY HARBOR, FOW31695
T+HONE (727) rts-n SR
R YOCI C o me W
IVT C"mm m Hswu DE MRT t
Yx mAmnuL Aq AEoc* Dow mAu
ROOF VENTING
iri. 1W sD a CUTOUTS FOR
M1_r VZ TxN Or ROOF SECTION
r, (SEE-CIMT FOR REOUXKNTS)
100 SQ. IN. CUTOUT
VENT HOLES
REQUIRED IN FLAT
ROOF SECTION
(160r) x SECTION LENGTH:
CUTOUT NOES
D TO 15-6'
1
15-6' 10 31'-S'
7
31-3' 10* -mr
3
46'-IIr 10 6 -6
4
6 -6 10 -0
5
1 I '
r_II r->I
FIAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
I
�I
MARRIAGE MALLS
LOW VENT
LOW VENT
of
I
•SO S0 IN VEN75 RFAUIRED
( 3 HIGH VENT IN SIFEE INSTALLED TRUSS SEC110N
31
I - - - \_ CENTER LINE ff CENTER SECTION
1E61 ] mcm wD6M 1
NUE Im
LOA AM
q -J I
wq(
II3,
W-W TO 57.4
7
r TA AQ
ST TO
]
I E& 9x
iL t � A[OO D ll'ATMi 1U12
I _
4 J 1
R I i_II` TIP. SO 50. N ROOF VENTS r-
LOW VENT (SEE GMT FOR REOIAREMENTS) LOW VENT
MARRIAGE HALLS
I r
I
SITE INSTALLED CENTER SECTION OF ROOF.
3
z
ROVED BY
JUN 10 ?
ANC.
'IT. o.. R.R. 01-22-04 w
JACOBSEN HOMES Dl4 EiO YOaA.fSAR
11IPIAL FOr j%caRr. A1q EOADuu ORA�UC tDE ROOF VENTING
_ P.Q Box 368 w 9" Q ]AS AK remo 10
At
K ]ww WWM AK FAowm q K
SAFER HARBOR. (72 726-11 31695 ivy c mw m EiTItQ ED M611E DRAWING fAAHk
PHONE �(7YT) T26-n]8 mrODIW11wl U1D Y/irlTd OlAJ6 AD-PR-7006
rV'
56
PITCHED ROOF EXTENDED VENTS
SITE INSTILLED VENT CAP OR SOLAR TUBE
SIZE INSTALLED FLEX DUCT SITE INSTALLED VENT
(SEE DETAIL 'A')
\ /SITE INSTALLED CENTER
SECTION OF ROOF i
EXTEND FLEX DUCT 3" ABOVE RAFTER SHEADMG
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATHNG
SECTION OF ROOF RANG VENT (FACTORY INSTALLED)
LTTP. CONNECTION TO VENT
FAN• SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
ADDENDUM
SITE INSTALLED ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
RUMBING VENT PPE
(EXTEND 37 ABOVE ROOF)
(SEE DETAIL 'B')
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAPS
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4— 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
1YENTS NOT SHORN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2 SEE OTHER DETAILS FOR ROOF FLASHING NSTALLATICOL
3. EXHAUST DUCT MAY BE RUN THROUGH OTHER A SQUARE OR ROIRAD
HOLE CUT N ROOF DECKING
4. RANGE AND BATH/AIR QUALITY FLEX DUCTS TO BE SPUCEO WITH
ALIRMM TAPE AS SHOWN N THE DETAIL ABOVE
S SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER NTH
APPROVED GLUE
JACOBSEN HOMES wE�Am
>�wA-a
GNaAL FINFREIMY. AID LLAFFDITML
P.O. BOX 368 M MALS LF JWW%W YAMMCIIF15C
v
qG SM MIDNIS ARE 1WVM TO O[
SAFETY HARBOR. FLORIDA 34695 ROFOH FIR YUM RTFOSES AID 09 t
PHONE (727) 726-1138 EPT [DNOLXwI Do SIR) Tml Duna
26
PLUMBING VENT
ROOF FLASHING
A_*_�(SITE INSTALLED)
—VENT PIPE
(SITE INSTALLED)
(SITE INSTALLED)
o<
VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
tN
OVAL• NOTES:Lcr(1w T�Vg , ER.-"4 No.1. SEE *40-BOBO FOR SPAOHB TABLES (OFFSET SECTION 044 BY 910334
�y�,z s0: Ao-TB-aoBB roR auAwFr a LBNDnmAL nE-Bow+ sTBAPs REauFAn. 41LT`t (OFFSET SECTION ONLY)�1 SEE OM DETAILS FOR BLOO(NG (PIER) QUANTITY AND DINER IIEWFSANTS. ♦' OF0STATE INC. 4• SIE AD-i0-0001 FOt ADO710NA1 IEOUIRFMENTS,�.04�!.•N ;�NS DNA..HOME _ 4♦AST ��'��ETYSTMIDARDSJACOBSEN HOMES NOTICEIRARN BY
BEY. ILIRR INEY 9EOTIGAiIR15 AAD TRAT1Na AA[ R.R
R.R. 01-23-04 00MAL KROFR[UM AM CaFO ORAWNG TITLE.
P.O. BOX 368 LATUMS OF JKOM NAWACIMRC
O ma
HED ROOF EXTENDED VENTS — SAFETY HARBOR, FLORIDA 34695 RE 4iO1 R VIMlefts m SOD 7M IT WiNG PHONE (727) 726-1138 R�� FCDuml�wt me IRON cum NIXSIR
R: AD —PR —TOOT
55
SSE �ALGS, �6,
SECTION
Er
FIG. 12.0 1 —
1 F 11:
I
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL_SIDE_MAnQN_(W/_OFFSET SEMN)
SHO'MNG nE-DOWN SPAONGS
FIGURE 11.0
SE FfM 4.0 FOR 161®= W—DOIR WDIDD
(TAKES ON AD-M-M DD.LDI WKY
10 MR STRAW ML5 NNE Somm
:C110N(S) IF I E OIT -9E NDE L M-M-aoNo.1
DOWN$ I I nP. R= SYM-7
TIP.
RR
Ndlf
r6 Gr�l6G �MXLE mm mlqv� i7,ol—
FIGURE 11.2
STO FYI1i4_FOD LLmm =-DOWN IBIHOD
N' Q is:1•AJ
Ynrvlrw
I. SEEAo-]D-OO6D FOR SPACING TABLES (OFFSET gCIION pLY}
PPROVED BY
2. SEE AD-10-0060 FOR WANTY OF LONONpILL TE-OOMN STRAPS REOURDT.'✓�
`�';_,..r-[;PiC�.F�"e
(OFFSET SECTION ONLY)
D. 00454
fl
1 SEE OTHER METALS FOR BLOOOIG (PEN) OUMTITY AND OTHER REOMEMDITS
"
JUN
4. SEE AD-M-0001 FOR ADDITIONAL REONENIFNTS.
'•, Oa' : '{�
INC.
5. ZONE 2 b': 40' MAIMUM HDOHT-36' FOR 12'-0' VASE WIS
9F�••., P... � o
•, ��.+
ERAL IUFACTURED HOME
ZONE 3/EXI'OS RE'C': UY MAINLY HEIGHT
e •• ... n19.. CO
�i', 1`4.•
urRUCRONMD SAFEl1'sraFYIAROS
ZONE 3"OSIE V 40" MAXIMUM IEXNT
a f f^ �
JACOBSEN HOMES
THESE 5eEammssAmMNDS A
�� M.T.
DATE- 6-8-04
REV. LETTER.
ORIILMWC TITLE-
FIG. 11.0, 11.1 k 11.2
p.o. BOX 3se
Dirn
OINKA. PROPMETMY, MO YORLFNML
MAIMALS OF ACOBSN MANFACO E
Ri<VM
SAFETY HARBOR, FLORIDA 34695
�iIBIPW � SPE= HISM
AID NPftmm SI H
�VIING NUMBER:
PHONE (727) 726-1138
RPT CHUNK MD OW FROM OHM
AD-M-0081
SITE INSTALLED SHINGLE AND UNDERLAYMENT
HELD INSTALLED 15f FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 1I1H A 6' MIN.
OVERLAP AND A MIN. 6' VADiH OF ROOF CEMENT.
1511 FELT TO HAVE A 6' MIN. OVERLAP 15/ FELT ALSO CEMENTED NTH A B' WDTH AROUND
AND A MIN. 6' WDIH OF ROOF CEUTDIT ALL PENETRATIONS OF THE UNDETLAYMENT AND
THIS ALSO APPLES TO ENDLAP SEAMS. PEIDMETER OF ROOF.
l r, I C ` FIELD INSTALLED ROW SHEATHING (TIP')\
I 6' VADTH OF ROOF CEMENT WHEN
( ` OPTIONAL 151 FELT IS INSTALLED.
I , I , i LYIIONAL LAYER OF 151 FELT
i H i N
� � I
r I
ONE-FIECIE SNNOE �
UNDERAWEM
ROOF SMEAOONG (TIP.)
THIS ROW OF SHNGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYLFHT 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 INSTALLED DEOONG FOR UHDERLAYMENT OVER
LAP OF 6' MINIMUM.
FASTENING DETAIL
NOTES:
1. CEMENTING OF OPTIONAL 15d FELT IS NOT REQUIRED IN ANY AREA
EXCEPT *ERE NOTED.
YANDZONE M
(110 MPH)
ALL EXPOSURES
BY
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED
��
Oct 29,2007
ARE JUST TO HOLD FELT 114 PLACE UNTIL SHINGLES ARE INSTALLED.)
^'v
INC
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
K2 Engirlcc:TL1,g, Inc.
EDEM MIUAFAC MD HOME
N511AI010N AND SAFETY SFMOAADS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
THEY OLEgN'AwG An WHIM AIM
DRAWN BY.
O.A.
DATE.
10-24-07
LEY. I£i1F7t:
UNKAL. PRWF&- NDI AM CO POWK
MAICIIALS OF 4AC08SEM MAIAFACIIHIC
DRAW THIS
P.O. BOX 368
OC MM MATDTIRS AR: PHMUD TO DE
SITE IWALED SHINGLE
AND UNDERLAYMENT
SAFETY HARBOR. FLORIDA 3095
MW FYR SEW BRIGS AI0 MIT DE
DRAEYG NUMBER
.
PHONE (813) 726-1138
IT" CHUNK xB SEW FODI ONK
AD-PR-7008
54
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANC A7
ALL FASTENERS
TYPICAL SHINGLE ROOF
cc "
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
TYPICAL FIELD INSTALLED RAFTER
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105' X I' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED 70
BE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BY SECURING
FASTENING FLASHING TO ROOF.
THE SHINGLE TO THE FLANGE AREA MIN ROOF-
ING MAS11C (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. MIN NAILER
FLANGE. SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES. MIN BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER MTH SHINGLE TABS
SECURED MTN AN APPROVED CAULK).
SOLE SUPPLIED BY
SOLAR TUBE GAIN.
NOTES:
DAHA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. I' X 1' X 16 GA.
AF
ROVED BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
JUN It, zw
gkFEOE
INC.
AL MANUFACTURED HOME
CONS
RULIION AND SAFETY STANDAROS
JACOBSEN HOMES
NOTICE
TKIE SPL6TFJ1106 NO PRAM ARI
RAAN BY.
M.T.
DATE•
02-04-D4
REV. LETTER:
OOp11L RRAOPAflEUR; AM L9/WITML
RATING
P.O. BOX 368
MATERIALS Or J1L084M MAIAFACTTAaA:
FI[ SMI WIERMIS ARE MIROm TO M
RILE-:
TIP. FLASHING INSTALLATION
[DRAIIING
SAFETYFLORIDA695
Cam
NOMBER:
O14 (OR;
�, , � WHOM
AD-PR-7009
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES SEA 1 11`�
11
ZONE H & III/EXP. C & D 1101
LONGITUDINAL TIE —DOWN SPACING TABLE
rT
IUD,
NO ZONE 0
WIND ZONE m
FLOOR
Yll 01T.
mm
10L OTY.
µply
WIDTH
EA EID OF
ANDS
EA, 00 OF
MR
C 1Yo
EA sm
YYL B
EA SECWN
TAM. B
12'-0•
3
4r
3
61'
v
13'-4'
2
54'
3
41'
15-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MR
MAK
W @ ZONE I
WIND ZONE W
FLOOR
1NDTH
EAVE
OVEAHANC
SPACING
Lm
ANOAR ANU
SLAM
HEMI
�LOADD
ANOYR ARM
12'-0'
12•
5-0•
31501
40'
4'-T
31501
39,
13'-4•
12•
5-0•
31501
41'
4'-0'
30DO1
MY
15'-4•
12•
5-0'
31501
43'
4'-0•
30001
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
UK
WINO ZONE I
1WND ZONE 11
FLOOR
MIL OTY.
AIM
WE OTT.
AN(HOt
IRDTH
EA. END ON
ANOE
EA FAD OF
�U O
FA. sECDIW
IN. e
u YGTDN
INOE
Yfl. e
12'-0'
4
45'
4
60'
13'-V
3
45'
3
60'
15'-4•
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
11Ax
NWD ZONE I
WIND ZONE
FLOOR
EAVESPAM
OVERHANG
MIL HELD
In
YEIAN VASE
SPAOM
W WAman
I=
mu
12'-0•
12'
4'-0'
31501
40'
S-T
30001
3r .
IS-40
12•
4'-0•
301
41'
3'-o'
30DO1
3r
15-4'
1Y
4'-(-f
30651
43'
S-0•
30001
41'
NO E5, R6 5 - 64 CL5. C-So - 16 rol- .1i-
DOW AP,pp"11 AEE CADS - i/ 0- 17.-
1. OFFSET
DUpf,,
c. • a
� 17, O
SECTON WIN THE MANAGE LINE WALL EXTENDING BEYOND lTHEETOIMII OF
THE ADJACENT SECTION MIST BE IED DOM AT THE MANAGE
♦'A' .• ••• (/
SI` . t7 s
C'y+
�gT�v--�s
LINE IN ACCORDANCE
• . f,QTIFIC
p' D BY
WlH RE TABLES ABOVE THE SIDEMALL ME AND THE ADXENT SECIION(S) ARE TO
���
• G . •
BE TIED DOW N ACCORDANCE WIN THE NOWAL SPACING TABLES (SEE AD-TD-0010
• JUN n
FOR 12'-T t 13'-4' WDES, AM AD-TD-0070 FM 15-4• WOES}
2. SEE AD -ID -DON FOR ADDITIONAL REDURRIFHTS.
Ti a I'�\
�A
Q
a SEE AD-TD-OOLH FOR MAMIUH PER HMT REARED FOR RE LOADS TABULATED
AM
•' .` I I V C. .
f
� .:�ORTDP;•• �44A �� ET1LiiALMANUB HIRED HOME
JACOBSEN HOMES
TIESESIiQIfAFANDAIN
N,�AINDRA +:FR6FRL*`'•^•T.
D11 6-8-04
REutEnE>t
Llimp
�(! P.O.BOX 36B
ORIGHA4 I'mmmAllr,
MATUMS OF JACOa4N IIIYF
W. SM MAIMA S ARE In
,�
DRAWING UUE
OFFSET SPACING TABLES
DRAWNG NINGE&
AD-M-0080
SAFETY HAR(72. FLORIDA 34695
PHONE (727) 726-1138
Mmoff RR SIFON RR'6SS
RPL ogFtffNGAI NO SFt T
28
e
63
TYPICAL SIDE ELEVATION
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
W M3+
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.2
SEE FIGURE 20 FOR ALIFRNATE 71E-DOWN {0.T00D
SET ANOIGR Fno
�EUED
OFNNx ((T1P.)
TIP. ROOK
MA WE 5fOR
YAIDIUII HDOR
ANCHOR ANOE AHM
ANGLE
I- FIGURE 10.3
SEE FIGURE 7.0 FOR ALTIM11 UK -DOWN METHOD
CZ/1-.12. Gl -
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
1. SEE AD-TD-M FOR SPACING TAMES AND NOTES No. o '' " �t.GA.. • `7F • ` '� APPROVED BY
. Q '•.
2. SEE ADTO-0072 FOR QUANIIY OF LONGITUDW. IE-W'Ml STRAPS REWIRED. - 910334
3 SEE OTHER DETAILS FOR BLOCDC (PIER) OOANTIIY AND OTHER REWNZENEIM 1 !.�
4. SHE FULL ADOENDIRA FOR AOOI1pNAl FEOUREIIENISp "•. STATE CF'� INC
& ZONE 2/DPOSIRE'G': W MAN" FRIGHT 1 �I
ZONE 2/10FOSUtE i)': 56- MAXIMM HEIGHT '9��'•'•!, DFra�PV � � ��
ZONE 3/10POSTME 'C' 56- MAXIMIM HEIGHT
ZONE 3/DFOS RE O': 56• MRDMILI HEIGHT AJ
JACOBSEN HOMES NOTICE Y M.T. DALE 3-t-s9 �' �rlElc
TREY SPEdN:MAR AND ISM A16:
DAMl PRRRETAAC, AHD OUACTJRMI D(UMNC R11E:
�� P.O. Box 368 "A1SM "`�" ""A'EA`""°G FIGURES 10.2 AND 10.3
FIG M R SFVWC LAC PAOVOED TO ra
mH SAFETY PH HARBOR, FLORIDA72-11 34695 REavrt stA SRox: ws0ss AIO Yibf M. DRAWING NIRABER .
PHONE (727) n6-tt39 aP1 mamDnuF AxD smal FAIN oovs AD-TD—()073
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL RE -DOWNS ARE REQUIRED N ADDITION TO THE FRAME TIE -DOWNS.
1 VERTICAL LIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME IIE-DCWNS WI0 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. iM E.'N AICHDRS ARE NOT
INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLAT. MUST 6E :NSTAL! T
IN ACCORDANCE WIN THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
t FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SLPPL'ED BY OTHERS).
5 VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPUEO BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS GROUND ANCHORS AND FRAME RES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
B. 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 UNITS W/ 90• SDEWALL HEIGHT ONLY).
9. LONGITUDINAL RES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCARONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH 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 TIP. CROSS-SECTCH
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 AND TYPE OF SOIL IN
*a THE ANCHOR IS TO BE INSTALLED.
11 GROUND ANCHORS SHOULD RE 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 SLIDING FORCES
14. ANCHORNG EQUIPMENT SHOULD BE BY A REGISTERED PROFES90NAL 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 SEALS
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATW.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDIDONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TE-DOWN SIRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICLLM TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REWIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
1& ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. RM TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REWIRED.
19. SEE OTTER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCGBNG REOUiREMENTS. ALL BLOCKING DETALS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES:
W Y[f Avmv tD If/,
� . m..,
..............
�GVSTEgF
ROVED BY /a,
THESE NOTES AND DETAILS ARE APPLICABLE
Q No. O
5 10
FOR RIND ZONE II. AND/OR WIND ZONE III. THEY
= a ENE8103571
)UN 1
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EX
EXPOSURE 'D'. SEE APPROPRIATE TABLES
INC
FOR SPECIFIC INFORMATION ON EACH.
-
% O. TAT 6qE r�kP
I V
«°nmFo
f
JACOBSEN HOMES
NOMCE: bpF
WSE 5KCFKA➢ONS AN00UNNGS ME
111111(p E"� C.L.Y.
DATE: 5-19^95
REV. LEM
P.O. Box 368
a AL ""Ka, AND taOWiAPA
YAm0AL5 OF Jk"=W YAIOFATUNC
A
H
DRAYMG MTLL•
TD-GENERAL NOTES
SAFE-
PHONE (813)R26-1I�695
me w YAa AAC PRD. 10 ra
�cormrAtu moo rvy OTAn
pitAMNG NUY5FR AD-TD-0001
52
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
MIN.
WAND ZONE II
WJ1D ZONE III
FLOOR
ux Dn.
RANG
MOOR
WIDTH
EA END O
ER
ANGLE
A. ID O
EA END OF
ANGLE
NGLE
v
FA SECTION
INN. 9
FA SECTION
ICN. B
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
3
38'
25'-9'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
MAX
WIND ZONE I
WIND ZONE III
SPACING
w" HEAD
LOAD
ANCHOR ANGLE
SPACING
OR' HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
8'-0' 1
31501
40'-50'
6'-8'
31501
40'-50'
24'-0'
12'
T-0•
31501
40'-50'
6'-8'
3150g
40'-50'
25-4'
12'
8'-0'
31501
40'-50'
6'-8'
3150g
40'-50'
26'-8'
1 12'
8'-0'
31501
40'-50'
1 6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
VAND ZONE III
FLOOR
On.
ANCHOR
ODD Ott.
MDR
v
S��
WIDTH
A.E
EA END OF
ANGLE
EA END OF
0 V
EA scnox
u5 a
EA scnox
.
uw. e
20'-0'
2
50'
2
68'
24'-0'
2
70'
3
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
'AND ZONE 11
SPAdVG
DEL HEAD
LOAD
ANCHOR ARGUE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
OVERHANG
26-0'
12'
6-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
5-4•
3150"
40'-50'
4'-0'
31501
40'-50'
25'-4'
12'
51-4'
31501
40'-50
4'-0'
31501
40'-50'
26'-8'
12'
5-4'
31501
4p'-50' ,,,,
„Mn„ '-p'
31501
40'-50'
NOTES•
ENCI IN O 4,
fR
OMA wPROVAL
1. SEE AD-M-000I FOR ADDITIONAL REQUIREMENTS
�� �O: •�G1ST
'
: e o . s
APPROVED BYE
2 SEEAD-7D-OOti FOR MAXIMUM PIER HEIGHTSND.
REWIRED FOR THE LOADS
_
= ENEB
TABULATED ABOVE _
= -
1 1" T 5
90 . �F
'n
INC
H;pMYNgf.El11WYAL
QIA�' � .�
. F '••..... \
cs,uaNDKvmsvcVKn
JACOBSEN HOMES
NOTICE
%ERSPEOD TKASAND DRA AM
laumi,6 •
C.L.Y.
DATE:
5-30-95
REV. LETTER
IMF P.O. BOX 366
MONAL PROWDETMY. LAN MiWiR],11AL
MATE RIMS OF AAEOBRN MA"ACnRING
OIC BATH YATE9N9 ARE PAO'ADFD 10 IMC
DRAWING TITLE:
NORM. SPACING TABLES
/\
SAFETY HARBOR, FLORIDA 3A695
a«dT Ea 9illK wmo4s Aw,IRI sE
,H\
DRAKING NUMBER
26-11
PHONE (8T3) 726-1138
,rPr mKYanAE MD NOV rav mw¢
AD-TD-0010
ADD_
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1� 2
i
LONGITUDINAL TIE -DOWN SPACING TABLE
1.0
MIN.
WIND ZONE I
- WIND ZONE 11
RDDR
�DTM
L On,
EA. DID OF
FA SECION
ANCHOR
AROL
101 B
UK Ott
EA. DO OF
CA SECTION
NCHORy
AANGLE
1@L B
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE I
WIND ZONE III
LOAD
ANCHOR ANGLE
SPACING
LOAD
NUMOR ANGLE
15-4'
6' EACH SIDE
6'-10'
31501
40-46
5-6'
31501 .
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
1
A
t4�
5 1�
�O
MIN.
WAND ZONE 8
WIND ZONE III
FLOOR
�TM
A E D O
FA END OF
EA SEcnaR
t
A ANGLE
ANGLE
HOE a
let Dtr
EA. DO GF
to sECTIaR
Ara1oR
AN61E
10L B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
WIDOL
DTH
MAX
EAVE
OVERHANG
WIND ZONE I
WIND ZONE IIIFLOOR
" 3111CI�C•/O
OR
ANCHOR ANGLE
SPACING
WAD
LOAD
ANCHOR WE
6' EACH 51DE
$-6'
31501
42-50
4'-0'
1 31501
1 44-50
WINOZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L
y
REF. CALCS.CWA-�2, O1- ' 2., 41j
. uunuu
NOTES,
1. SEE FULL ADDENDUM FOR AD61710 IL REQUIREMENTS,G
2 SEE AD-1D-0073 FOR MAAMUM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE
3.. MA1C LAVE DYDQIANC REFERS i0 OVFAFUNC AT 9M. DEWALL HDi FRONT OR RE
L ABOVE TABLES APPLY i0 184• FLOOR WIDTHS MM 95 1/T•
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6• MAXIMUM SIDE
OVERHANG (6. OVERHANG MAY EACH SCE OF UNIT}
• N� \STENO. Rio •''; ��
910334 L
•i * -�
o �=
TATE OF '
' '�''. S' 4,�
i�.<`•' . Q P •\���`�
• • •
DAPIA APPROVAL•MM el IM
APPROVED BY
INC.
�"T�
�^'pO1MO
JACOBSEN HOMES
,I P.O. R, FLORIDAYAmuus
SAFETY HARBOR, ORI3A695
PHONE (J27) 726-1738
Non nu
nag LEonraTTARAIDttUWxSARE
URgNM, TART. u0 cwuxnAt
«+.ueRE YAxOAcTO
BIC 9,d W1IIpA,$ ARE MD TO INCM
R[Lp,DY FOR VECM PMPyE6 Aro "I R
wp7 [df10[xDµ AND ROaI,RON uOu
1 By.,
M.T.
DATE
2-8-98
REV. LETTER
DRAKING nTLE:
. NORM. SPACING TABLES
DRAINING NUMBER
AD-TD-OD79
30
51
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICN- CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
SIR FIGURE 20 FUR ALTERRAIE TffrDOWN ID.TIIOD
FIGURE 10.1
S FIGURE 5.0 FOR AUERNAfE TE-DOWN ID,TNOD
1. SEE AD-TD-0070 FOR SPARK TABLES
2. SEE AD-TD-OWO FOR OUAFDTY OF LONWWAL LE -DOWN SI MS REWIRED.
3. SEE OTHER DETAILS FOR BLOOORG (PER) (WITTY AND OTHDR REQA"EHm
4. SEE FURL AODFIIDUM FOR ADDITIONAL IEO IREl1ENTS
5. ZONE 2/EIPOGLIRE V. 56, MAXIMM HOOK
ZONE 2/EIPOSUFiE V- 40' MA10.MOM HEIGHT
ZONE 3/DFORK V. 56' MANMO4 HEIGHT
ZONE 3/00MIRE -M. 46' MOM H13CHT
JACOBSEN HOMES
W
,I P.Q. BOX 368
W7
I
SAFETY HARBOR. FLORIDA 34695
PHONE (72n 726-IIM
riPl
ISEE NOE 5 FOR
YADODAAI HOW
cWq- V,
r e`` NO. `a
910334
* ono
STATE OF '16
9 ••
VANDZONE ID
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
UPINC.
mosottsxomwuaw�i5 ?Doi
- M.T. - 3-1-99
ORAWC TIRL FIGURES 10.0 AND 10.1
AD-TD-0071
ADDENDUMGEs
E
ALTERNATE TIE -DOWN SPACING TABLES
ZONE u & III/m. C teQ1�
LONGITUDINAL TIE -DOWN SPACING TABLE
MN.
WIND ZONE O
IWND ZOO 0
(v
ROOR
WIDTH
IM V.
EA EEB QF
Am
ANGLE
UK M.
EA IND IE
mm
u�
me
u�
L �e
2
2
54'
3
40'
��1Qo
24'-04W '
2
54'
3
40'
254
2
60'
3
44'
21-T
3
r
3
46'
3D-6'
3
4T
4
41,
(SEE NOTE 14 FOR ANCIDR ANGLES)
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WO ZONE HI
OL HEAD
LAND
ANINOt AH6E
SPAmIG
MIBEAD
In
xnNm AIIGLE
FLOOR
WIDTH
EAVE
ov9"GSPm
'5 4'
12'
5'4
31501
40-45'
54
3154
35-40'
24-0'
12'
61-4'
3150j
40'-45'
54
31501
35-40'
254
12'
51-4'
3150f
40'45
5'4
315".
35-40'
2W-6'
12'
5-4'
315oj
40-45
5-4'
3154
35-40'
Jll-6'
1Y
5-4'
315oj
49-45'
1 54
1 3150+
1 35-40'
(SEE NOTE j4 FOR ANCHOR ANGLES)
���uieRmaaa
Dq,
No 45484 m
0STA _ :dam REF.CALC.
s'.
C-TD - 215.01 - 215.20
QP'���e�e.
ND'1'ES:
ENGINEER APPROVAL:
DARA APPROVAL
I. SEE AD-TD-pool FOR AWIDOM REMA E10M
APPROVED BY
2 SEE AD-TD-OOI.1 FOR MAOW PER HM73 MOO FOR THE IGLOOS
J16, 2009
TABIAAIED AM
1 TE-DOWN DESIGN ON THIS PAGE AIRICAB E 10 DOIOE WES OXY.
NIP IN1mC.
4. 00 MOEOR ANGLE MANI IN TIE WART AM CANNOT BE AOHEVED,
FEDExs M rn�ox E=011D�r si�xmims
INSTALLED AN APPROIID STAMM ITAy-
JACOBSEN HOMES
NZMM iCA MUM AK
�� �
M.T.
DATE-
06-04-09
�
MOD SPACING TABLES
r7loo
AND ONFU uL
MAIEIWS A9 ACMMO
P.O. BOX 368
SAFETYHAHB0R, F726R 11 34695
PHONE (813) 7w-11A6
& S AMM t"
ocW IIA"M AIS=AM ro IE
ImBBIRR4TEfC N60Z580 YbTE
Ixrr mF6llnw.o sGEr ilNx a6e5
,
ORAMIG NAIB7t
AD—TD—G01 0.1
50 1 31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING NE -DOWN SPACINGS
Min
LIXIIGnIDOAL
lE-DOnNs
ERALE
lE-0ORS
FH4R5
E24•
IE-D01R SPACING X-DOIN SPAQ7G
TIE-M SPACING
TE-DOM SPACING II -M SPACING
24'
MAX PER AD-ID-0010 TABLE TER AD-To-0010 TABLE PER AD-ID-ODID TABLE PER AD-ID-0010 TABLE PER AD-TD-001° TAKE YAX
FIGURE 1.0
SEE FIGURE 20 FOR ALMATE 13-DO" IMD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TYR. FLOOR SYSTEM TIP. CROSS-Eo®L
aAs9s
SEE NOTE 5 FOR
. MAIORU HEIGHT
Alglpt AHGE ANOIOR ANGLF�
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTFRRITS TIE -DINER IgWAIA„
NOTES:
----
1. SEE AD-TD-0010 FOR SPAOHG TABLES
2 4E AD-TD-lg10 FOR aAN1Y OF LONGiIIUAL DE-DOVM STRAPS REWRED.
3. SEE 08NERR DETAILS S FOR BLO(PER) QUANTITY AND OTHER REOIAiE11EN1S
4. SEE AD-TD-0001 FOR ADDDIUUL REaF01ENTS
5.. ZONE 2/E3P041RE •G': 60' MAXIMUM HEIGHT A;
ZONE 2/lEFOSURE •D•: 44' MA)MU HEIGHT
ZONE 309HRE W: 40' MAXIMUM HEIGHT
ZONE 31WORK V: 36' MAXIMUM HEIGHT
EHGNEF`R AE. AA,,
� • Do
�• Q� •'G\STFR •• Cc .
�:'� F .2
Q N0.
- ENE8703571 INC
- µ
.O cr,. T� : • W ` IIIOGNp]EIIOfYp
9 •• d �)
'i °its'•• �• pgrl`�P'• \�� REF. GLCS
'i,FSS)O•.•• E.�4Zj
JACOBSEN HOMES
LLJOU
P.O. BOX 368
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
THESE 9'E(GNw0TCAm& ORA
aMAL PRaw[.N@MD
MAT1RIALS Or 44COBYN MANFRN ACIIG
� rCR � greAREM AC "I 70 BE
AFPT CONNOTLAt Alo SIM Rrol OIlM
OlW161 C.L.Y.
DATE 3-27-95
REV. LETTER:
ORAMDNG TITLE-.
FIGURES 1.0 AND 1.1
DRAMIHG NUUB :
AD-TD-0011
ADDENDUM
�R�s
NORMAL TIE -DOWN SPACING TABLES SEA �1 'ON
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN: WAND ZONE II WIND ZONE III
(� Kl•.v
FLOOR
VADTH Iml. Dtt ANGLE YDL OIY. MANGLE
WIDTH EA D0 DF ANOE EA DO 7 ARSE
u
scTlaN HN, B u ffctlm 1ml e
31-8' 3 40 3 25
llyo
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZO'(E 0
WIND ZONE 10
FLOOR
WIDTH
SAVE
OVERHANG SPACING
ML
LOAD
ARM ANGE SPACING DELOAD E man MOLE
3150/
41-46 5-5' 1 31501 1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE 0
WIND ZONE 01
t�
tt
ANCHORCITY.
MDTH
EA OR
END
ARGUE
k EO
ANGLE
0
SECTOR
mL e
u SCTa
101. e
30D-D8R
'u
4
42
4
25
D'
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
IAN.
MAX
WIND ZONE 10
FLOOR
WOTH
EA
OVERHANGLima
SPACING Dei�ANGIGt ANGLE
30'-8'
6'
4'-0' 3150/ 49-52
VANDZONE III
(110 MPH)
20 FSF ROOF
10 PSF D.E.
REF. CALCS G 4.4 - 74.01-
a`� l k...i
•:,
DAPIA APPROV M 0 5 In
1. SEE FULL ADDENDUM FOR ADOMOUL REO IREMENM
0. G\STEM; ,�
Fo'
�`� N0. •.
APPROVED 8Y
2. SEE AD-M-0071 FOR
TABULATED
MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
910334 =
ABOVE
„. STATE OF
�^
.N
PINC.
D �:
ARWawIi1WOME
mamclo,wMmrpwaAm
�� /
' �
JACOBSEN HOMES
NOTIC
THESE SPEaNUTOGAND wMMIaAK
MN BY:
M.T.
DATE:*
2_g_gg
Rfl. IE1TElt
■
P.O. R, FLORIDA36BMAICNVISa'��MOYOO,IQRMG
SAFETY HARBOR, ORI71695
DROWN. PROPA,,S. Alm EQiIDERDAL
Mt 91M MAR1aNS ARE PRORp[D to
'
DRAWING MILE:
NORM. SPACING TABLES
PHONE (727) 726-1138
�Wi,m SAUC RAvoy6 Np M� pE
E
Rp1 mamlxn¢ Nm woo IRoR aAOQ
.
DRAWING NUMBER: AO-TO-0070
32
49
)•):�-01-(IV
if�N01 OaMYW
580010a J3=O1r A71%iOVID)JH/
71➢11 OYI SAY 7!Q!/ as 11Bi!®
7w 6 L OI O70NOYd A'GN1r11101a'JE
71�
mlm+aJ rtar unl�soad'm®o
�w,.rro�,6lalYal�il396aa
af{I�ZG (fla) 3NONd
9891C YOagV 'aa9aYN .113dY5
89C %OB '0'd
s9110x HssgoDVr
�•� aNv o•) s3arpl� auu alaeraa
so-#o-so �Ya
'1'" ;�M�
oz•s�z- �o•s�z blo
ar7MJ'fla
3ma a�rAs m"°aaav'" nrlsla
'QiAiAOY 3B lOtL1Y0 lV100-OL-0 Ip 00 3ANY aDM td}fP '9
.. LF%al IN6frl1 AS �?. 3aI60dK'3/f 3NII
emanawmaneaua�aoa
aoxaauarnmrnaoJJ
•ONI
1NW lrllIXrll J9 �,0.3Z 3NII 'f
SadF3i11C3a mnaam am 1000-01-0Y 33S 'i
suaAaM aauo av awrnro (ate aaoole aai stnlaa aW;as t
600Z'9T Mr
IBW311 SdYNS NA00-3LL lYML'XQI JO Ala1r11D !pl 1D0-al-9 335 Z
AG aywaadr
rnnoadar Pura
rnnaadir xWar�M
snarl oNwds and rolao-0L-ar 3M T
(SIMl3mS RMI °98 ON' Sa3M 1119Ai ,Z/I SB NO QiStl81D630)
i'I MDId
I•— a � 3� nxa mlaal (if amI aNIF N a%oar---I
IC14 �01136
,`�� ^�d{ �O Sis�oeJ I�mrs� eu eooa •au NOIL035�SS0)q 1�1rJWAl
:mom?'��` _ Op
Ic�'Q 9;•;d
'��i �° • JCS• N 3 `; � � °� ,,,ao .
1
xm 3mn• IDIW-Ol-w au mn lmm-m-a au nsn 1100-m-0 ail TMn lmao-al-0r Bi 3M rmao-a<-0r au xvn
A
wm-m
slm 's
ffi wra
{
A
osao-Ol'OV
b38HfW JtOrYaO
StwO n6H 19mE ml/1N107)Ua lAa
7B ILN OW� 71D35 tlDJ 000a7ra
BCII-9ZL ({IB) 3NDHd
569YC YOIaOU 'a0B WH A13JYS
MOO-311 MIN
8
3a e< 070AOad gar {naurn Hsu ]H
x+auaarJnwn %Eeoarr Jo rnxam
B9f moo '0'd
olio 9Hwvtp
T/LLHgOg7 mn xwAssnue roxom
e6-91-u
'rw
3w6WMYWmNsNMY,w3aE3U
SSi^IOH NZSHODVf
a3 �u3t'n3a
71Y0
:A8 Hvrtp
30I.LON
8661 b d AON _,
sa9luo aHr
a a3n0addd
b£EOT6
' • *ON a:'
'.
nreoaadr taro
•p�
y
'OSItl SNOLL03NN00
31L ltlNI0n110NOlrldJM8d3il0ad
aoi o3sn 39 A.tlw rOu33108d do 3d11 slHl
,0,
'IIVZRQ
'Sa3N800 datlHS
11V 1V duals 103108d
Ol 30N30 atlIIVYLS
a0 (OOZO-al-Otl 33S)
dll0 SnIOVa 11V1SNl
H3M/ ONn080
Ol 1HOLL NM00 find
WV38-I 3N1 30 ,d01, 3H1 130 3W00
INHS dVa1S MOO-311 3NN81
'(d1YJ SfllOtla 33S) 5318tl0 80 SdYa15 ltlN831%3 j0
35(1 3H1 S3aIf1038 W3LSAS ONIaOHONtl 3H1 3a3HM
Sa3N1100 datlHS ltl 030U10ad 38 T1tlHS N01103108d 'Z
'03Sn 38 Atlw 90S1C d0 OtlOI N0530 03aIn03a 3HL
133W Ol 03IdLLa30 39tl 1tlHL SOOHI3W a314L0-Wtl39 ltl
1N3wH3tllltl dtla15 j0 OOH13W 3N0 AlNO SI 3AOBtl NMOHS 'l
,S, 'IIVZRQ
(Otl01 N9530) NOfrWIVN Ali0tldtl0
toslt in 3vone duals
'dV81S 30 dVaM 15811 A8 113N100 13ddn
1V 030NOad SI dVa15 10 1401103108d �v
M
OQ-BIZ *OSIW
MENU
,0, 1N130 33S
,a, 1IV130 33S
J
(V
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE ]I & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
A [`T
LAIN.
WIND ZONE II
HIND ZONE 81
V ^C
FLOOR
WI. OTY.
AND10R
UK D7Y
ANCHOR
H1DTH
EA ENO OF
ANGLE
ENOF D
ANGLE
J
r �Q J�
EA 4cncx
UK6
EA Ecncx
uuE e
12'-0'
2
4 3'
2
55'
1�o
13'-4'
2
50,
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE 0
WIND ZONE III
FLOOR
WITH
EAVE
OVERHANG
SPACING
D��
ANCHOR ANGLE
SPACING
OBL�AD
ANCHOR ANGLE
12'-0'
6-
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
IS-4'
6'
8'-0'
3150/
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
(�
MIN.
HIND ZONE II
HIND ZONE III .
11
FLOOR
WN OTY
ANCHOR
WK OTY
ANCHOR
S��i
VAOTH
EA. ENDSEC (F
ANGLE
EA SEC ON
ANGLE
O V
FA YClldl
Y6 B
EA sCnON
YOL B
12'-0'
2
64'
J
47'
12'-0'
J
37'
4
33'
13'-4'
3
42'
3
55'
IS-4'
4
30'
4
38,
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE D
WND ZONE N
FLOOR
N1D1H
EAVERHA
OVERHANG
CHAOXG
DEL XEF➢
tow
ANCHOR ANGLE
SPACING
D
ANCHOR ANGLE
OAD
6-
54
31501
4T-45'
4'-0'
3150a
40'-50'
IS-4'
6'
5-4'
31501
40'-50'
4'-0'
31501
40'-50'
NOTES,
'RAF
F
OAPIA APPROVAL-
1. SEE AD-iD-0001 FOR ADOnOr4AL REQUIREMENTS.-
.� O�............
G�S 7f'
9 1; �Fo
APPROVED BY
�
2. SEE AD-TD-0013 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOTc
2 s
•QE No. i
ENE8703571 =_
� 1tlN 1 5
3. MAX EAVE OVERHAND REFERS 70 OA MANG AT SDERALL NOT FRONT OR REAR.
'
r �I
A INC
4. ABUSE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS MUM TH 95 1/2'
'9'•, STA/T�� E444 `N
�E�'•. `
I -BEAM SPACLRG. 96' MAXIMUM SIDEWA . HEIGHT AND 6' MAXIMSIDE
OVERHANG (6' GVD ANG MAX. EACH SIDE OFUNIT).
%�
'�i,,�FJR''•. OIAN.......
JACOBSEN HOMES
NOnC@ 7AFIf1111
nesEinlMTUIMSANOONAwm
IIIIIA"d
C.L.Y.
DATE: -
5-30-95
REV. LETTER
■
P.G.
„
OR INAL PROPRETARY, AN) COOMTK
MATERIALS OF 4VADIX MNWAOR/CNG
M 9XH MAIUT L9 ARE FAOHD010 TNL
DRAMNG TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDAJ JI695
PHONE (813) 726-1138
HOMY rO 9LOC RYaYH5 NO MIT W
MP1 WI DOM A.'O swn rKm OTHM
DRA -NUMBER,
AD-TD-0012
VP ADDENDUM
�C�oRS
�000# ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOVANG TIEDOYMS
FIGURE 7.0
SEE ]FIGURE L3 FOR RECOMIDED TIE-DOIN METHOD
IMPORTANT NOTICE:
SEE AFOR
w1Au IE0DIT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TINS TM-DDIN CONMUR1TGN A RTYIE CWT PRODUCTS MODEL, 573H (TYPE R). 1UGRR ANCHOR TRH E DFv7lON IDAD (IDtIXBG Io1D) RATIO OF
41000 POUNDS AND AN ULTIMATE 'DAD RATING OF B4O00 POUNDS MUST BE USED. 1N EQOIPOANT ANCHOR 'd w THE ABOVE SPFtD1CATT016 MADE BT
ANOTHER MANOPACIUIRR MAY BE USED IN hell OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-M-ODDI FOR ADDITIONAL REQUIREMENTS
2 SEE OTHER DETAILS FOR BLWUNG (PIER) QUANTITY AND OTHER REGAREAENIS.
3 FOR FIGURE 7.0 SEE ALTERNATE 7LE-DOVM SPACING TABLES (AD-70-DD35).
4. ZONE 2/EXPOSURE V. 38' MAXIMUM H"T
ZONE 2/EXPOSURE V. 26' MAXIMUM HEIGHT
ZONE J/EXPOSURE'O': 28' MAODM BIGHT
ZONE 3/EXPOSURE V: 28' MAIAUM HEIGHT
5. SEE AD-TD-0005 FOR ADDITIONAL NOTES
THE ALTERNATE TIE-001N MEiN[OS SHORN ABOVE ARE ACCEPTABLE FOR USE N
ALL MIND ZONES AND N BOTH EXPOSURE 'C AND EXPOSURE V. XOIEVEA, BY
INSTALLING THE FRAME DE-DOIIH STRAPS AT THE 'OUTBOARD' FBEAM THE MAX
HEIGHT OFF THE GROUND 5 GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTA LM FRAME TIE -DOWNS
srfyF''; APPROVED BY
NAco`?' �
o.
)_ NIP
INC
JACOBSEN HOMES
lip P.O. BOX 3"
Nonce w/fill
THESE scarcANas AIO DRATINGS ARE
MONq PROPIRIIAC. APO mRmlry
MATOW MOFF'ACO I "ACIURK
R) THE.
INQROTDIT
, MIN
C.L.Y.
DATE
5-30-95
rEV. LETTER:
-
GRAIND
FIG7.0
SAFETY HARBOR, FLORIDA 34696
PHONE (813)726-1138
FOR gm FUww MO MUST W
ORAVMG NUYBER:
W1 WDOIRAL AM sail X✓ON OMM
AD-TD-0041
34
47
REq� ADDENDUM
oRS
ALTERNATE TIE —DOWN SPACING TABLES
ZONE II & III/E.U. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
L (�'
MIN.
WND ZONE II
WIND ZONE III
WIN. OFF.
ANCROR
UK OTY.
ANOOR
-FLU
( Y
WIDTH
EA END OF
ON
EA SECTIONOa7.
K B
EA END OF
FA SECTION
AIDE
YIH B
2
'
2
55'
O V
13'-4'
2
50'
50
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MN.
MAX
WIND ZONE G
WIND ZONE 19
SPACINGANCHOR
DEL HEAD
LOAD
ANGLE
SPACING
DEL. HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
3900/
22'
IS-4'
6' 1
54
3850f 1
25'
54 1
39605
30'
THIS
ALTERNATE
APPLICATION REQUIRES
4,000 POUND
ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIN ZONE 11
WIND ZONE GI
MR. oTY.
EEC DE
ANCNGLi
ANDS
WR of.
EA END
ANCHOR
AIDE
Y
O v
WIDTH
FA SECTORMIN.
B
O
FA SECTOR
WL B
12'-0'
2
64'
3
47'
12'_0•
3
37'
4
33'
g
13'-4'
3
42'
3
55,
IS-4'
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE N
SPACING
D �w
ANCHOR ANGLE
SPACING
DEL
ARM ANGLE
FLOM
EAVE
OVERHANG
12'-0'
6'
4'_p
3950t
25'
2'-8'
39300 20'
13'-4'
6'
1 4'-0'
1 39601
1 25'
2'-8'
40001 1 30'
THIS
ALTERNATE
APPLICATION REQUIRES„114,,000
POUND
ANCHORS
NOTES
FNOISgR�J l OFO 4i
DAP A APPROVAL
1. $ AD-10-0001 MR ADDITIONAL REOLIMENTS.
"..STE .'
��.��G NO 9E'�.2
APPROVED BY
2 S�� ABO%t 36 NAm+w PIER xDa1TS REOIRRm FOR THE LOADS
= EN E8703571
•W
1 5
�I�
1 MAX HAVE OVERHANG RDERS 10 OVERHANG AT SIDElUL. NOT FRONT OR REAR.
- : .115
4. ABOVE TABLES MIT TO 160• FLOOR OR 144 BOOR WIDTHS MIN 95 1/2•
I SPACING. SIC MAOMW SIDE'NAEL HEIGHT AND 6• MAOWM SIDE
%90'•.. /A�' q_` •��:
%'` , vQ `_.• • \
N�6µDlCwNpjN(ilryyp
-BEAM
OVER ANG (6' OVERHANG MAX EACH SIDE OF UID1}
��``
�'''iFArii/ •f•••••. �`,�```
JACOBSEN HOMES
rron
NOTICE Y27
Imm sNcan =-s AND DRATANLS ARE
MTINN. PROPWARY. AND TaEDOITML
{WlwY :.
C.L.Y.
DATE
5-30-95
FEN. IETIFft
A
DRARNG RILL-
TABLES
MAruaAES OF JACOBSEN MAMFAL'1UEND
ALT. SPACING
P.O. BOX 368
\I SAFETY HARBOR, FLORIDA 34695
.IC = MATMU ARC PRIDED TO IXL
mwm Fa 9iQlL HWC$ DD MITI III
ORAWAIG NUMBER
AD-TD-0040
PHONE (013) 726-1138
JUT OWXBRnl AID MUD mw anon
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
=- ;H-
taImIIGLNAt
lE-cowls
1E-WIRS
24•
TE-DOWN SPACING
TE-DOMN SFA NG
TE-M SPACING
lE-WIN SPA®O
RE-DONI SPAONG
24'
YAX PER A1HRI-0012 TA6LE PER AD-10-0012 TARE PER AJI-N-WI2 lABlf PDt /�10-W12 TARE RR AD-1D-0012 TA9E WUL
FIGURE 1.2
SEE FIGURE 2.0 FOR ALTOWATR TE-DOIR WIDD
TYPICAL CROSS SECTION
SHOWING NEDOWNS rn. Rorn 7SYSTEM
--
SEE NOTE sMR
YAYYUY HEIGHT
1.—ANGLER ANG.
DE
ANGLE ANGLE
FIGURE 1.3
Sf8 FIGURE 7.0 FOR WINATE 116-DOIR Y6EROD
NOTES:
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTM
2. SEE AD-1D-0012 FOR WANT! OF LONDTUDAL TIE-DOYN STRAPS REARED.
3. SEE OTHER DETAILS FOR BLODONG (HER) OUANTITY AND OTHER REWWAOiM
4. SEE AD-TD-ODOR FOR ADDITIONAL RECUREYENTS
S. ZONE 2/DD'OS11RE'C: 3T MAXIALM HEIGHT -
ZONE 2/EXPOSURE V: 40' YAEWOY HEIGHT S
ZONE 3/ElIPD41RE 'C: 7B YA70WY HEIGHT �
ZONE 3/EIEOSIIRE 'D': 60' MAXIMUM HEIGHT
ENDtFff,`WMMj,II,A A
.�``�r••CI" DOFO''''''i
` O 'G�STEq •. 4;C
No.
EN 870357 '•
-
A 10 F ;' Q
/ . �44
9 �'. L
'4O�F • /NDIA
DAHA APPROVAL'
APPROVED BY
�
�i
PIN(a
TAi6NAYLTwMDAMR111RW4 .
JACOBSEN HOMES
,pf P.D. BOX 3"
SAFETY HARBOR FLORIDA 34695
PHONE (013) 726-1138
NOTICE ���� N L
TIE39EO1 mcsAN,DR�IDAff41l,1
O RXJAL PROPMLTARY, AND CONFDENTML
MATOMS OF JACOBSEN VANFAC1Mr/NG
DIG. SIKH MA7MALS ARE PRODDED TO THE
1EOPDNN FOR S¢1M: NFROSES AND M6T BE
REPT CMEm1RAL AM =0 FROM ODOM
A'L'
1LA�`` C.L.Y.
DAIS
5-19-95
FEY. LETTER
DRAYNIG TIRE:
FIGURES 1.2 AND 13
DRAWING NUMBER
AD-TD-0013
D4
46
35
ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
GNG
lE-OOHS
PIERS
tE-0OM6
74' I
• TE-DOWN SPAONG
IE-DN7AN SPACINGI
iE-DOWN SIAONG
lE-DOWN SPAONG
TE-DDMR SPAM." 17A'
MAX PR AD -ID -on TABLE PER AD-TIFm10 TABLE POt A7-ifFm10 IABI! POt NI-TD-m10 TABLE PER AD M_0010 TAM WX
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
1IY,ryry'r
11"IUp11I11nn
NOTES
I. SEE AD-TD-Dom FOR SPACING TABLES.
z SCE AD-ID-0010 FOR QUUDn OF LONGRIGAL TIE -DOWN STRAPS REQUIEM.
3. $ OTHER DETAILS FOR BLOCGNG (PIER) QUANTITY AND OTHER REQUIREMENTS E
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTSNIA
GN 'PAOVAN ., ' /i/
O : •GtSTEAj •. F
�:'Q` No. �=
EN'c0703571 '.
�• _
••
;, Ac DIA . �\ `�.�
DAPIA APPROVAL
APPROVED BY
T 5
INC
wmnco�,.nsamsuilac�
JACOBSEN HOMES
P.O. BOX 368
„ SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NOT CE.
TXESE sKananas AND DRAWRG5 ARE
MATERIALS OFF JJACOBPROFWIARYSE WAORO �ACARNNG
WC SUOI YAl[P115 ATE PROMDFM TO 11S
RavpT fa ROY P,PYS$ Na MUST K
KEPT WIFLf ng Ab MOST TIDY OTTERS
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
ORAWNG ni1R
FIGURE 2.0
ORAMNG NUMBER
AD-TD-0014
TO
—
V5 �T' S SEEMS
10p 110 - YM
goo A�c�o A
ADDENDUM
IHTERNATE TIE —DOWN SYSTEM
(taus a AD•TD-mu m.TO[ AFRY
RI 11Eg 61Ar0Am Y10.1[C gC606
TYP. CROSS SECTION(S) G THE DDT -SE IDTE t WZ m l
SHOWING TIEDOWNS I I TTP. am sYsv�
SEE ROTE 5 FOR
MAIIIIJUM HEIGHT [
AMIGO AWL
TIP.
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 11 MR R� AMB TIE -DOWN METHOD SEE MOORE 32 MR RD:OIDQNDED TOE -DON METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS THE -DOWN CONFIGURATION A STELE CREST PRODUCTS MODEL 57SH (79 Zjj, ff ANCHOR 111H A D}SIGH ROAD (Tog IOAD) RE&TM OF
4.000 POUNDS AND AN ULTIMATE [DAD RATING OF 6,000 POUNDS MASH BE USED. IN FpOYHANT ANCHOR IBLEIDIG 71NL A80Y6 SPRCUICATIO)6 MADE BY
ANOTHER WUTACTURER MAY BE USED IN UEU OF THE STYLE CREST PRODUCTS ANCUU&
NOTES. THE ALTERNATE TIE-DORR METHODS SHOWY ABOVE ARE ACCEPTABLE FOR USE N
I. SEE AD-TD-OODI FOR ADpDOIAL REOUREMENIIS. ALL Keay ZONES AND N BOTH EVOSUFE •C AND EXPOSURE V. HOWEVER BY
NSTA MG THE FRARE TIE-DOKI STRAPS AT THE 'OUTBOARD' I -BEAK THE MAX
2. SEE ORO DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REOIREMENTS HEIGHT OFF TIE GROUND IS GREATLY REDUCED. SEE 07MM DETAILS FOR THE
1 FOR FIGURE 6.0 SEE OFFSET U0T TIE -DOWN SPACING TABLES (AD-TD-D0201 RECOMMENDED METIM FOR INSTALLING FRAME TIE -DOWNS
4. FOR FIGURE Ll SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-Dow). ENONEER IIA� DAM APPROVAL'
5. Z� �OSURREE OU232- YAIDNM HEGHT ``•`5, C Dp �4 ..
``� ••..F APPROVED BY
TONE I/EXP09URE b': 24' YAXMNY /ElO1T O` O 'G\STE •'• .(C /�
ZONE 3/DPOSURE V. 2C MAMIJ HEIGHT Q� No.�FO
ZONE 3/DPOSURE'0" 2r MAXIMUM MONT � S � T 5 �
3 liftE870
-INPLNG
' O STATg�p�
' 9'•. E✓ �iS .� iMa�.:o..cwmrxaw
NOTICE ......DATE REV. LETTER:
JACOBSEN HOMES gTEIPEOMAMMANDDNAPX6AK'IApHej ,TIlllul C.L.Y. 5-30-95
. a00MA1- PAQPRA'TART. AND OaUm111AL DRAWING TITLE: P.O. BOX 368 MATERIALS a A1COBgH MAIAFACRRING FIG. 6.0 & 6.1
„ SAFETY HARBOR FLORIDA 34695 ING 9xH MATERIALS ARE PROq TO IRL
PHONE (013) 726-1138 LXWMTML NO moo Rp, OMp2 QUAMNG NUMBER
AO—TD-0033
36
LVA
6Ot`OILADDENDUM s
P�C�ORS ALT. OFFSETTIE-DOWNSPACING TABLES S�A6 & 61
- OW.
000U' ZONE II &C&D
1111
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
YP1 Dn.
UID orAN(SE
ANCHOR
UK OTY.
CA FTNI �
AACHO
ANGLE
FLOOR
0 U
WDTH
A SECTOR
EA.
YAI. 0
FA SELIMAMIN.B
YI
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
�1
v
25'-4'
2
45'
2
58'
26'-8
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MAN.
MAX
WIND ZONE II
WIND ZONE III
7—
SPAM
DE
ANCHOR ANGLE
SPACING
AD
LDELOAD
ANCHM ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
26-0'
12'
N/A
N/A
N/A
N/A
N/A --
___NIA
24'-O'
12'
4'-0'
40001
20'-30'
4'-0'
4DOO1
21)`--30'
25-4'
12'
4'-0'
40001
20'-3O'
4'-0'
40001
20'-30'
26'-8'
12'
4'-O'
40001
20'-30-
4'-0'
4Ow1
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
WIND ZONE II
WIND ZONE III
SQ
MN OTY.
u EEC
ANCHOR
UK OFF.
u OF
ANCHOR
NGIE
Ulf,
�'
E
ICI
FA YC➢fN
MIN.
1@l. 0
EA gC110N
SEC
K
YOL B
N/A
N/A
N/A
N/A
2
60'
3
45'
25'-4'
1
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
MIND ZONE 9
WO ZONE III
SPACING
D��
ANCHOR ANGLE
SPACING
D�
ANCHOR ACE
EAVE
FLOOFLOOR
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40DOI
10'-30'
2'-8'
40001
7-30'
25'-4'
12'
4'4'
40001
2S'-30'
3'-2'
40DD1
15t-30'
26'-8'
12'
1 4'-0'
40001
25'-30'
3'-2'
40001
25-30'
NOTES.
ENGINEER Nq(Y{LN7EIIllI/f/ff'4
DA>fA APPROVAL'
C. DD
80"'=;
PPROVED BY
1. OFFSET SECTION MN THE NAMACE LINE WALL MOM BEYOND THE ENONAIL OF
RED THE N ACCORDANCH
.``�`q�`: �STf •
q� •.!f/
If ADWENT SECDON MY RE DONE AT MARRIAGE LINE
WIN BE TAKES ABOVE THE SIDE�ALL SIDE AND THE ADUCENT SEC110N(S) ARE TO
� �Q:'F,G �
_Z ' Q' No. O
CIBi r
JUN 1 4 >
BE 1111) DONE N ACCORDANCE " THE ALL SPACING LANES (AD-M-0030).
E s
INC
I V
7. SEE AD-TD-000I FOR AOOOOAQ. REQUREMENIi
THE TABUUIm
.r
. I SEE AD-OOM FOR WAI6nAE PER HEIGHT RECLAIM FOR LOADS
�'''^` .!,y
IF` C\�•`:
JACOBSEN HOMES
NOTICE
iIF3ILSPE®TOAmaATomwcs%':
,�•• DATE:
• TTA"' C.LY. 5-30-95
BEY. LETTER
WOOL PfAFWMY. AND CO FIDEN L
W`TOW GFACOBSOR MAIAFACTUM
GRAINING TITLC
ALT. SPACING TABLESTo
-
P.O. BOX 368
ma SAFETY HARBOR. FLORIDA 34695
THE
=Fa s[OC =LM N
DRAINING NUMBER
AD-TD-0032
PHONE (813) 726-1138
IV7 O FEUTML Am soli moI Quo¢
ADDENDUM
ALTERNATE TIE-DOIM SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE TtEH Or MAIN FRAME
TE-DDINN STRAP
SLE OTHER DETAILS
FOR TIE-oom snw
sPAcETCATnNs
APPRaY[n ANOROR INERDED TO
MAIN 1-eEAu (SEE DDwI DETAFs
SEE AD-1D-0100 FOR FOR TADNG) TO BE NSTMIC
RADUS CUP DEFARS AT DEC FACTORY.
(REa�RFD MS LOCATION) (MFL 31501 WWANG [D�OAI) LOAD
AND 47251 ULTIMATE LOAD.)
e° GROINO ANCICR
SEE OTHER DETALS rOR SIZE.
a — _ ANGLE AND OTITm INSTALLATION NOTES
lb IL
�P- FIGURE 2.1
SCUD HEADER (CFOSSMEUtER) FROM VIEW X 314' (= 1/11 . LAST BE LOCATED
OUT IN10 IfA001 W1HN 5' a WUN.
FOR STRAP ATTA[HRLFjNT. ousts; -am
(FACTORY CUT)
amT SEE AO-TD-MDO FOR j SEE AD-TII-MD3 FOR
RADIUS C18 DETAILS I RADUS CLIP DETAILS
(REQUIRED TI4S LOCATION). I (REOL:ED THIS LWATICH).
5'
TE-DM STRAP
SEE OTHER DETAINS
SIDE YEW FOR IE-DOWN SIRAP
SPECMTOATIONS
G.ROUNO ANChOR'
a SFE OTHER DETAILS FOR 9ff.
ANGLE AN3 OT..-MR MTAUAIION NO =S
.....:�,.,, FIGLRE 2.2
SIR APPROVAL DADA APPROVAL
NOTP.S:
1. SEE AD-TD-OCID FOR SPACING TABLES.
2 SEE AD-TD-0010 FOR OUANTY Of LONGITUDIAL TIE -DOWN STRAPS NEQURED. A cr'.7^-r;:
I SEE OTAiR DETAILS FOR BLOUWG (PEA) QUANTITY AM OnER REOMAEMENTS i
4. SEE AO-ID-DOOI FOR A=411AL REWROWENiS. - •'��-•(^' , r -
ANCHOR BRACKET ANM TE-DOM
DEVICES ATE CERiGIED BY or"
rOTlcr. S
OAiA. Tv.V. LITER:
JACOBSEN HOMES M: FCCM'.US AIQCRALLS Ara. C.L.Y. 6-13-95
mcnAL rFrrm m. Aso cwXXNRL>�
P.O. BOX 368 YAIDLUS N ATE MAAIrACTIac FIGURES 2.1 k 2.2
K sn0, MAFA4S'AAF AROKYD 10 TIE
SAFETYME HARBOR.(OR; 0.0E-1133D169S ewvTrvNwT.lramn AsaIrrw Ewa AIYBEA AD-TD-0015
44
37 I
LONGITUDINAL STRAP ATTACHMENT
TYPICA
TYPICAL LONGITUDINAL ANCHOR STRAP `�
(FIELD INSTAILEO) / /
/
NOTES:
L SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WTH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPEOFICATION FOR STRAPPING, FLAT STEEL, AND SEALS.
CATOR BEAN CLAMP, MANUFATURED BY
TIE -DOWN ENGINEERING, PART 9 59011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
PROVED 2Y
NC.
4p ADDENDUM
ALTERNATE TIE —DOWN SYSTEM(S)
�o
TYPICAL CROSS SECTION
SHOWING TIEDOWNS T1P. HOOK SYsm TIP. OROSS-14
aus$
ANODt A1RiL mm
4. MAX mj I FIGURE 5.0
F•� SEE 17GURE LL FOR RECOMNLTIDID'BE-DOIN MEDLOD
IMPORTANT NOTICE:
SF NOTE 4 FOR
MAmw xDaT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING DO M-DOWN CONFIGURATION A STYLE CREST PRODUCTS VOGEL 575H (TYPE 2j AUGER ANCHOR TRIM A DESIGN LOAD (VORIDTG LOAD) RATING OF
4,000 POUNDS AND AN UUWTE LOAD RATING OF 6,0OD FOUNDS TNST BE USED. AN EQUIVILANT ANCOON TO,b= THE ABOVE SPEYDICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE MU CREST PRODUCES ANCHOR
NOTES:
I. SEE AD-TD-000I FOR ADDITIONAL REOUREMENTS
Z SEE 07HER DETAILS FOR BLDo= (PIER) OUA14TITY AND OTHER REOUREMENTS
3. FOR FIGURE SO SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 2/EXPOSURE'C': 3TC LTAxIM.DM HEIGHT
ZONE 2/EXPOSURE b': 27' MA:PJJUM HEIGHT
ZONE 3/EIOOSURE 'C% 3T MAXIIJM HEIGHT
ZONE J/EVOSURE 'D': THIS APPLICATION 15 NOT APPLICABLE.
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WHO 2ONE5 AND N BOTH EItPCSIRIE 'C AND E7GDS11RE T', HOWEVER BY
INSTALLING THE FRAME T E-DOWN STRAPS AT THE 'WMOAFV I -BEAM THE MAX
HEIGHT OFF THE GROUND 5 GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALING FRAME TIE -DOWNS
�• -�..,....... -w:
1STpA;F
No, o '•.
NOTICES nn1
xoTTc� JACOBSEN HOMES THESESPEOAGTM5MDDRAMY25PA
DRAWN BY: DATE: REV. LETTER: MON9. PROPRZTARY. ARN canm0nw
JACOBSEN HOMES THESE SPEGFICATOS AMNOTDCM 6RAWNCS ARE M.T. 6-12-01 ■ MATDEALS 6F JACOBSEN MANIFACA DES
GDGINAL, PROPRIETARY. AND OMMDENnAL DRAWING TITLE: „ P.O. Box FLORIDA nc SUGH N ptE A3 PRONELD Ta BE
NAi[RMLS Of JAMSEN MANUFACMIND SAFETY HARBOR. 726-11 34695 MY r0i IW PO4fw'flf6 NO YVSI R
•,� P.O. BOX J6B' e+C WM NAMBAL5 ARC MMNED 10 NE LONGITUDINAL STRAP ATTACHMENT — PHONE TB73) 726-1I38 Peer mnTninFT AJo soar ma 0nas
SAFETY HARBOR, FLORIDA 34695 REMBIT FIR 9CM PUWDSB AV MST BE DRAWNG NUMBER: . AD-TO-0016
PHONE (727) 726-1138 PPVT CGU DDnX AE0 SEOET rRON OTHERS
38 43
C.L.Y.
ruxc.•va.—.T.�=
FIG. 5.0
AD-TD-0031
CXogs REQ� ADDENDUM •
ALTERNATE UNIT TIE -DOWN SPACING TABLES
Ott
5 Q
onAm
IT O. ITT /"VTI n D. n
10'-0'
12'
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0'
12'
4'-O'
30001
40'-50'
4'-0'
31501
49-50'
IS-4
12'
5-3'
31501
40'-50'
44
3DO01
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WND ZONE II
VMD ZONE III
FLOOR
I• an
AHM
YDE ott
uranR
WIDTM
CA Um OF
ME
u DO OF
ANGLE
^ O V
FA SECTION
UK B
EA SECTION
NR B
10'-O"
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MAN.
MAX.
WND ZONE 8
WIND ZONE III
FLOOR
EAVE
OVERHANG
SPACING
HEMWIDTH
�LOAADD
ANCHOR ANGLE
SPACING
oBL�
ANCHOR ACE
10'-O'
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
Y-8'
31501
40'-50'
13'-4'
12'
4'-0'
3D651
40'-50'
2'-8'
30001
40'-50'
NOTES:
ENaWIPC,vAboF� A
ifA(5V fD BY
I. OFFSET SECTION MIN ME MARRIAGE LWE WALL EXTENDING BEYOND ME ENAWALL Of
3>�O;.�G15�'•R�••.
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE 6N ACCORDANCE
VIM THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE 7
(,• -
S'EP U 9 1
1
BE TIED DOM1 IN ACCORDANCE MIN THE NORMAL SPACING TABLES (AD-M-0010).
2. SEE AD-M-ObOI FOR ADDITIONAL REOUWEMENIS. _
0
.•. ti9 �
I N �.
�_`
��• •��.�
3. SEE AD-M-0021 FOR MAXIMUM PIER FRIGHT REQUIRED FOR THE LOADS TABULATED
ABOVE
��� . FED
��R• 'N�,,``��
,''i���sCi
RAE MANUFACTURED HOME
• CO
S7RUCTION AND SAFETY STAND
JACOBSEN HOMES
NOTICE: O+AFJJJ
I 41Y•
R.R.
DATE
8-27-96
flEv, LETTER:
■
P.O. BOX
MOO 9TTEr1CMET A9 oAA O ARE
MATERIAL OF JA OBSE U MYADDIIML
D''AI� M""oCD
DRAWING 1111E
OFFSET SPACING TABLES
„
AM To TNG
FLORIDAM"O8"u
SAFETY HARBOR, ORI31695
PHONE (813) 726-1138
lmoporr rat 9RTI v cS. MO.,M
WT CTEIDFAA4 AIO 9IMOT TRW DDFA
OIiAAWG NUYOFA
AO-TD-0020
36
IDS
42 39
ADDENDUM.
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
PIR ADm-00 IW
FIGURE 3.0
SEE FIGURE 4.0 FOR ALIERRATE 11E-DDRN WTKOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTES FOR 1
YA%YUII IEIDIT
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOTR ffWD
NOTES:
1. SEE AD-10-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE ADTD-OD20 FOR QIANITY OF LOWTUOIAL TIE-DOW STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOC36NG (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE Ao-TE1-000I FOR ADDITONAL REQUIREMENTS.
S. ZONE 2/EXPOSURE V. 44' MAXIMUM HEIGHT
ZONE 2/EVDAIRE YIP: 24: MAXIMUM HEIGHT (32- ® 24' WIDE YIN.)
ZONE 3/OPDSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/DD'0511RE V: 32- YAXINY HEIGHT (44- 0 24' WIDE YIN.)
[WS ON ADAID-00101
TO THESE STA4w Ian
IF THE iM01 -SE NOTE 1.
TIP. FLOOR SYS
ma
EN
JACOBSEN HOMES
NOTICE
THESE SPEDFI
AAN DRAEENFS ARE
TAR AND NTUL
ORIONII• POF
P.D. BOX 368
m
YATTIOVI OF JACOBSEN MANUFACTURING
SAFETY HARBOR. FLORIDA 34695
MUARE OVIDEDIn
RE�aFOR SIM RA mi ITAIDST�&
PHONE (813) 726-1138
K PT CKIDDINL AU SECRET FROM OMRS.
40
nu
TIP.
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
I TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-DOV.4 SPACINGS
I
FIGURE 4.0
ANm mu
FIGURE 3.2 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,,,T1TN,IIFIFFF,
11t64tt4FA1)�,ALT®tNATE TIE-Do1iR NEIHoo
IN -I3...,, Q 'i1� DAPIA APPROVAL NOTES DARA APPROVAL
5TEq� .c�2'y, . 1. SEE A0-1D-0020 FOR SPAC.N, TA4.ES (OFFSET SECTION ONLY). �:' PFG7 No. �' APPROVED BY
No. -'•. APPROVED BY 2. SEE AD-m-0020 FOR COMITY OF LCNaWAL TIE -DOWN STRAPS REQUITED. -'
1703571 ': (OFFSET SECTNIN ONLY) = t`EE703571 = 1 5
ISEE OTHER DETAILS FOR BLOC--NG (PIER) QUANTITY AND OTHER REQIREAEIITS
iL 0 �( .T 4. SEE AD-TD-0001 FOR ADDITC AL REQUIREMENTS = T.�!Y Q[ @ INC.
W,w„Mu®MDR INC
)IA(`i!•��C�`�� E06TWCT91MO3Ml,TSWpy� ''�•,,V�oi�aL � `,``�'`
NOTICE: GRAIN BY: , DATE REV. LETTER
JACOBSEN HOMES n¢sEs[DNCA71015AImWA AK C.L.Y. 5-11-95
DRAWN BY: DATE: REV. LETTER: OA1wus -- ORAMNG nnE•
C.L.Y. 5-11-95 P.O.BOX 368 MCS(HMAOAVS1MP.ppmTora FlG.4.0
DRAWING TITLE'
( j) FLORIDA8 695 �I �,� i� 0TI DRAWING NUMBER
FIG. 3.0, 3.1 & 3.2 A AD-1D-0022
DRAWNG NUMBER:
AD-TD-0021
41