HomeMy WebLinkAboutSet-Up Manual; Whole House Ventilation SystemJA OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-12/20
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
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 IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE OF B.
ALL HEATING AND/OR CDOUNG SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HENTING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND
/ DUCT SUPPLY OR RETURN
OOLING
;SOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES DAPIA APPROVAL
BY
I J IN 1 5 1995
INC
NOTICE DRAWN By: - DATE: NtY, U:I ILm.
JACOBSEN HOMES THESE SPEanCAlM AND DRATANGS ARE C.L.Y. 5-30-95
CAGNN. PROPp1fTARY. AM CCNtMTK DRAWING TITLI:
MATERIALS OF JAMSEN MANUFACTURING
P.O. BOX 368 NN- M YAT JIMS ARE PRQVM TO 7W EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 RICMt MR SPECTC MMO PC NMT BE DRAWING NUMBER
PHONE (013) 726-1138 NCPT CDrlWTK Ado 200 no DTNLAS AD-AC-0001
2
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 DISCO!�ITI`•lUE
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)
JACOBSEN HOMES I MS[SPEOM11104AMDtt%NMAK
■ CNOKAL. NRONecTARY AND COS DM4L
P.O. Box 368' YATE M3 OF iACOMM UANNACPSMIC
,• IK
SAFETY HARBOR. FLORIDA 34695 KWW FOt �(MAI�= MlCg3 NO ARE P11040 Al K
PHONE (813) 726-1138 tr1T1 CORMIK NO 100 RIOT CUM
APPROVED BY
IN14INC.
t�mOt�wwctt�ot
ComwamAotMlf>'1t�vei
C.L.Y. 9-28-95 -
W.H. VENT. •SYS. B
itAD- AC-0100
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
131' X 1 1 /2' MIN. 3/8' X 3 1 /2' MIN. LAG INSTALLED SEE
0. 13 1 IN
NAILS 7/ X 16 CHART FOR MAXIMUM SPACING, STAGGERED
. . FROM SIDE TO SIDE AT AN APPROX. 45'
STAPLES PER TABLE
ANGLE FROM VERTICAL. SEE. DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
1 4' TO 3 4' GAP
STRAP 0 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
INSTALL WOOD SNM AT ALL LAG
FOR GAPS IN FLOOR SYSTUSLOCA
NDS01 TO 1/Y, INCREASE LAG LENGTH 1' 1HRO ONS FOR LAG SCREW NE TO
H A!� TO KEEP CONNECTION
AND FOR GAPS TO 3/r, INCREASE TIGHT.
(ALL ZONES) LAG LENGTH 11/2'. TIGHT. (SEE NOTE 2)
(Ail EPOSURES)
30 GA. SMAP FASMO K/
MINIM 1W11ER Cr FAMM RMID
VA 2O1i
DpOM
3/i' X 3 I/i LAG St"
MAX" SPAM
7/16' 116 dL STMUS
YAAM SPAO➢IG
WO ZONE
DIPWIREa131'
X 1 1/2' KJYIS
7/tr x If crL s1AP1Fs
'C
tf 06t
2 Ile OLC
3
S
2
2
b'
17' OLQ
1 7/r our.
b'
4
7
tr 04,
r ac
4
7
J
3
b'
ti' 4C
1 1/2' ac.
w
i
i
aolEzrl APPROVAL•
DMU APPROVAL:
NOTELo
APPROVED BY
1. 1' YK PDE1 TM 15 RE9UiiFD ON STARES FOR YK aOli' STRAP.
L WOO S W m BE WPfD FKN SPF p WIN. OR eE=
Revised
May 24 , 200 6
or
T
�r X 4' X GAP NOTH IRL SZE)
1 'a./
OSB OR PLY1M000 YAY USiD F TFi00ES5 EQUALS GAP MDDI-i' X 4' YOt
John C. L o6eden, P t'.
I
I for YA)ARN Suva HIM.
,K2 Engffmring, !n--
FEOEMI MYItIFaCN nape
C MSTR OMTM AMD SUETY STAM MOS
i. SEE OM DEWS FOR SEMW FLOORS FOR AIR WILIRATIOK
JACOBSEN HOMES
rronm p.
� �xiS NO CUETMM AK
awrA. 1woFmM Ago N*+�
aEuw1 BY.
M.T.
oAic
05-22-06
tsDr tETTErt
oRAw+G bTti
Box See
YN4Y
w1Em ale"
M/W FLOOR FASTENING
rlvw—nP.a
SAFETY HARBOR, FLORIDA 3095
PHONE (813) 726-1138
s ARE 10IK
EIG a,oi Waauu ""Et �lolom m tt
EEorea ra ss�e Po "m no bw K
an ammmL Ago mw P= am
MAIEE�IC NLUMt
AD-FA-0001
RDOR JOIST (TYP.)
FLOOR JOIST (TTP.)
MULTI -WIDE UNIT FLOOR FASTENING
OFFSET STRAPPING BETWEEN FLOOR SECTIONS
1 112" MAXIMUM OFFSET
(VIEWED FROM BOTTOM OF FLOOR)
SIR STRAP DWAIM PER AD-FA-0001
2x BLOCK (SAME SITE Ai>a GRAD!
AS ASI x If UK TOJOMVMa(Ot)0x
T I MS ATTACH STRAP TO THE
BOTTOM OF THIS MC .
VA SPA{>}TG PER A04A-0001
N
an (TYP.)
BOOR JOIST (TTP.)
' 21 BLOCK (SAE SIZE MO GRADE
TO JOIST TKIH LOLL 10) 0.AS13T 1* xx
3' RAM ATTACH STRAP TO THE
BDTTDM W THiS MCK,
SIR STRAP i WALIED PER AD-fA-0001
ISOMETRIC VIEW
USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS
FROM ONE SECTION IS MISALIGNED WITH THE JOISTS
FROM THE OPPOSITE SECTION.
NOTES:
1. FOR 70 AD -FA -Mt FUR OTIAM SPECiFICAlIONS
10-1 JACOBSEN I•filMES
Nc P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
OFFSET LARGER THAN 1 1/2"
(VIEWED FROM BOTTOM OF FLOOR)
FLOOR JOIST (M.)
STRAP DISTALS PER AO-FA-0001
KAR SPACNO PER AD-FA-0001
TOP OF JOIST
ROOK 40 (TYP)
2Ti2(NDIH OF BAY} BLOC( RUSH
TO BOROM OF RR an FAW
TO JOIST NTH IK M 0.131' x
3'KWOROIL j8x3'
VOW SQiE1Y5 TOED. ATTACH SIRUP
TO THE BOTTOM OF THS BLOCK.
FASIEHNO iS FOR EACH SIX OF
THE BLOCK (x4 FOR TOTALI
OF JOIST
JCST (T1P.)
2d2+(mm ""Al RIhTI
TO BOTTOM OF FUL JOISTS FAM
TO JOIST WITH ItDI T) (1131' x
Y HATS OR MDT. (6)18 x 3'
VOD SCREM 70ED. ATTACH STRAP
TO THE BOTTOM OF THIS MC ,
FASiEtTT!tG IS FOR EACH ME T
X BLOC( (x2 FOR TOTAL
SIM STRAP 10110 PER A) -FA-=
ISOMETRIC VIEW
WINDZONE III
EXPOSURE D
20 PSF ROOF
10 PSF D.L.
REF. CALM; CALL. # 1 NOV 12 2019
t�tuttttnNiWRrpr/i�i
P.E. , d ' 1410 DAP1A APPROVAL'iz)y"" t0
No. ••
PE1O5oSI34
b .. •---CC
—
�! : STATE OF ; "�Lu
''vYYlrsSt,�INA 1tu ���R'�;
NOTICE: '
THEN SPEgFICMOMANDDRAWOMARE
OWMAL, PROPPAETARY, AND COHRDEHi1AL
MITERiAES OF JACOBSEN MANUFACTIl a
INC. SUCH MAURAL9 ARE PROYUIEDTO THE
RECQ' WFW3?WWPURMEDANDMO3TEE
KEPI fANF>DEltNLLAND 9ECRLTFRDM OTHERS.
A
CNOV 1 2019m
It
<
(L
IL Federal M-Ufgctdmd
Home CoasttTucaon
And Safety Swdm*
C. YOUNG 10-31-2019
7AWM TULE:
R
OFFSET STRAPPING / FLOOR S'EcnoN5
IAWINO K NOM'
AO-FA-0001.1
AD-FA-0001.1
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES:.
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/Y MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -HAD).
MARRIAGE LINE
APPROVED BY
Revised
S 2j Ob Isy 24,2005
John C. Doeden, Pl. INC.
1<2 Ena►rieermg . Ina
ooesnaiCla w srex sn�.Ros
...
JACOBSEN
e
�C i d. i >•..x5"Not
� r � �
6
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
30 'GA. GALV." STEEL STRIP I
SEW O VATH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MA)L SPACING).
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLFS AS SHOWN.
INSTALL ROOF CAP PER SET—
UP M M. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
I
WIND DEFLECTORS REMOVED FROM
**LAG SCREW SET BACKS
ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WIRES
EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE W M PLAN VI
X S' LAG SCREWS A+LAG SCREW SET LACKS
UNE
TRIPLE WIDE ROOF(2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAG SCREWS I I� SEE CHART ON AD—FA-0001 FOR TRIPLE WIDES
AT A 45' ANGLE FOR MAXIMUM SPACING .
STAB 2 1 4 2 3 4
4' 1 TO 3 4' GAP
ROOF PERIMETER RAIL- -
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE #4)
CROSS—SECTION J �•— INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS TO 1/2'N INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GOTHR011g1 AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4'. INCREASE TIGHT, (SEE NOTE 2)
NDSOI LAG LENGTH 1 1/27. REF CALC. PG.
(ALL ZONES) CROSS—SECTION (W./GAP) C WA- 91.01- 91.07
(ALL EXPOSURES)
NOTES, LIMAMEXX ,NRNN.NL:
,,.. �..........
L 2 11C lilt. P C]RA110N INTO KCflMiG MGM IS FiQI U FOR LAG SCI Mi
APPROVED BY
2 100D 3" TO K FVM FROM SPF p UK 0118EiliR
(T X C X w MIRTH YN. saQ
102 OR PLYMOOO MAY K USi;D IF 111MEM EQOAS W NDTH-4' X M' MIX 3a)
9LJtF4lt7P1.
Revised
ay 24,2006
All
sEf oTIEII oETAts oa+plaiwc RGaF lFiQiECTIOIi jo:nrC7.
�/
P L•N
INC.
4. *EM NST&M A LAC Son Klo A WM WK FitST--M A 3/6' aiNWxE
HOLE Tli1 M THE RM = BEAR. SECDW-OR1J. A 1/4• HOLE THROUGH X K2 E:ngi? wrh Rj. Inc
FtOENL PANUFACTUREO HOW
CONSTRUOMM AND SAFETY STANDARDS
F1Entm; RM KAM IM IK 1FfWAM FMTO OF LAG SCAM: DM ON& ARE
ROE 31C LAC. =A Mi CW%
S ICi' MAX" SIEMALL. HE101T.
DRAIAN e
JACOBSEN HOMES DIM SKCMWS AM O
CNoeu. MWINEpll►. AND WIFNI IK
M.T. os-22—os
OFIAMHG Mil&
FASTENING
wrens Cr AMM W"ACM"
M/W
ROOF
\/ P.O. BOX 368 w_ 2n vallm sue Prow= m M
OW ME
FLORIDA wr
SAFtrf KE ` � o
°Rr�
AD—FA-0020
F4iO(e13j Cma+m n Qmm
FA
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW `
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (Mao. Y OVERLAP AT SEAM) CENTER OR MATING LINESECUR D WITH 0 X 711C HEAD X 2' FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WNW END ZONE)
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
0
a
I
I
�I
8 X 7/16' HEAD X Y
j FULLY THREADED SCREW
(NO MORE THAN It O.C.)
I
I
I
�I
5
o:
w
8
fB
1
_U
t METAL ROOF PANELS STOP
1 APP." FROM CENTER LINE
Ref: EX-13-0051 and '*-30 a GALv. STEEL STRIP
5' X LENGTH OF ROOF (SEE AD-FA-=0)
AD-FA-0020 SECURED WITH 711C X 16 GA. STAPLES
NDS01 FULL PENI:TRAMON INTO DECKING
(ALL 20NES) (SEE CHART ON AD-FA-OOD1 MAX. SPACING)
(ALL EXPOSURES)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
I. METAL PANELS ARE 29 GA. MIN. SIM WITH 9' O.C. RIBS.
I, SORES HAVE A NEOPRENE WASHER FOR WEATHER PROORNG AND DC jkii,
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN �, Inc
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREVS)
APPROVED BY
ON ri
S�epB 10,2008
�I �!>
FEDERAL 67AMIFACTUREO FtOf3E
CORTTRUMOM ARD SAFETY STANDARDS
A # -k ,.
�, 1_ .
{ . ...s
HOMES�
i i
- i
x
Pa Box ws•.7 'Y• METAL ROOF Ok.
X OW ;.- :, „ �, _ -a u 1.
8
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA APPROVAL:
P
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES). ..11N 1 5 m
INC
JACOBSEN HOMES THESE SPECW.AN71OONS AND DRAWtla NK ORArrta BY: DALE REV. LiTiER
C.L.Y. 6-5-95
■ OMCINAL. PROPRKURY. AND OONftOETNTNk DRAWING TITLE
P.O. BOX 368 UAMALS OF 4408SEN HANNACM UC M/W ROOF SEALING
„ SAFETY HARBOR, FLORIDA 34695 , MOW►OR2M Kw= MID W BE ORWNG NUMBER
PHONE (813) 726-1138 IVT CWMTUI AM SEORET ntM OTrM AD-FA-0025
0
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD—FA-0020)
0
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES — LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND 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
JW 1 5 WS
INC,
JACOBSEN HOMES KsE sKor,c, `o,,,,,wo An �A1MN BT:. C.L.Y. GAS 6-5-95 REV.��
p10"K- PRO WARY. AM ooNI'>axlut DRAWG TIRE:
P.O. BOX 368 MATERIALS OF JACOM Y/l"ACRIM Al/W ROOF SEALING
„ TIC
SAFETY HARBOR, FLORIDA 34695 pc� ra � nr. uo ARE PROYMUM K DRAWNG FNYBM
PHONE (B13) 726-1138 1v1 OMMIK 00 MOO IR01 onom AD—FA-0026
10
SHIPPED LOOSE HEARTH EXTENSIONS
TYPICAL WALL
HEARTH. INSTAI t,AnnK.
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2 INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT I1 HAS
BEEM ITST90 (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH
3. LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A CARE I LY FACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXHENSM TO THE FLOOR W/ 4 18 r 2' WOW SCREWS
C. FLL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
MATH A NON-COMBUSTABLE CAWONG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA
APPROVED BY
� 2 8 t996
aa�r.�v.ceu�eiat IN14�INC
coarmcra ro svin ttwovp
JACOBSEN HOMES TOO Me DRAWN BY:, DATE REv LETTTR
INEse sP+:ce1GAIwNs AND oRAwxa ARE C.L.Y. 6-16-95
060NA. PRWWAR.. AND CONFlD M DRAWING TIM'
P.O. BOX 368 MATG6ALS of JACOM UR"ACTl MG SHIP -LOOSE HEARTH
�/ NG SM MAIUMS M PRDVM TO K
SAFETY HARBOR, FLORIDA 34695 aCPSiT ra V= PJWM AM M51 K ORAMANG NUMBER
PHONE (613) 726-1138 WT 07N WPA 00 SEW TROY Or= AD—FP-0001
11
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 QEv.
INrPINC.
FE S&MAMUFAC MO140ME
CMTPUC110NANDSAf£IYSTAW WS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
12
TRUSS SHEATHING
APPROVED BY
INP]INC.
CONSTRUCpON ADD SAD;c7Y ZTADDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: _HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE S14EARWALLS
(APPLICABLE TO ALL SHEARWALLS)
MARRIAGE WALL
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
T :E OVERHANG OUTLOOKERS (PURUNS). Amc VENTALA11ON.
3/8' SHEATHING TO BE INSTALLED ON -SITE.
OPENINGS IN TRUSS SHEATWNG MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(IB' X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATWNG)
YANOZONE In
(110 MPH)
ALL EXPOSURES
NOTES:
LnIAHt:t:K ArrKUVAL:
unnA Arrnu.At_
1. 3/8' UIN. RATED 9fATNNG FASTENED TO ROOF TRUSS WITH 7/I6- X
A"a E°� AND' ° `
UEIMS `(No'
APPROVED BY
All ALL FRAMING CLUE RFCII�i
%A [y t
a
hlvell, .E
!
INC.
ICZ
�'1C.
RflEiiAl INADIUFACTURl� NOAIE
., ,
�tl5ilTL1CTION ADD SAFETY STANOMBS
Z
JACOBSEN HOMES
140TICE:
TINSE wmnuT10NS AND DRAWINGS ARE
MAN BY.
R.R.
OATS
4-27-98
REV. LETIER:
.
ORIGINAL PROPRIETARY, AND CWF MNRAL
DRAWING TITLE:
P.O. BOX 368
INC
tNc sHw MATERIALS ARE FRONDED TO TIHC
ac SIALs pF''"""�" "''WDED TO K
TRUSS SHEATHING
_
SAFETY HAFTBOR, FLORIDA 34695
PHONE (813) 726-1138
RECRENr Hot I.Wa X IMOUSES AHD WMT BE
PEPI co mmUu AND SEHREI FROM DINERS.
DRAWING NUMBER:
AO—HR-0001
`13
HINGED ROOF DETAIL
COMM Or 1RAM110 RAGE W nN
Sfi m P0900H % w-W PQ900115
APPNOMC 121rr.
un 1MffM) ROOF wr 111 SISIMAlar Im
WHAK& MO NO ill7iE 1NAN 12 FUT
APART. LOGE IFTW PW31FOi1 Jr CF
00 OF ROW SECA01 AND AM WIN INN
2 FEET OF A 9= MA X AN RAIL
HINGED ROOF IN SHIPPING POSITION
SEQAE HMO 04 POST A WCE K^
OR 2 X 6 SPr 13 FOU NK PQSr IW AAL
BAF3-F0Ir1=sIDORs-pzr
wood snMEa
HINGED ROOF IN SET—UP POSITION
HUS01 REF. CALC. PG. C-RF- 223.0 - 223.6
E
NOTES:
Dow APPFAIIAL:
cAPIA APF'AOYAL
I. MACE UO ROOF SECT N M THE PAM P09= BUM 5W QIC HN=
APPROVED BY
>N
W6 P0615 KM PM MOKT(�w
d .b
Revised
Jun 06 , 2006
.John C. DooderL, P 6.
INC.
�CZ En&"rinq, Inc
"own "NW -A wo Now
JACOBSEN HOMES
sm VMVAMW AWWALING ME
auw BY..O.A.
oAiE 06-02-06
sox 36E
O WAL nldMmay. NO oanodeW
or exam U"FAcnwx wwws
ODUWC 1]LL
HINGED ROOF OETAII
W(73P.a
Na snt wmws AK MKN=10 K
sAFErrPHONE (HARS13 7i266-1138
"aTt�"m neri�M �[Ttio a�
oMrNt�1t
Mc
AO—HR-0002
14
HINGED ROOF DETAIL
UNDERLAYMMY TO BE OWED 3' NIN.
DI BOTH SECIMS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AND -
AND A MIN. 4 I/Y VA01H OF ROOM CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HMO
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X W BLOCK I
OVERHANG FASCIA BOARDS A
3-18 X 3- WOOD SCREWS V
APPROVED BY
Revised
AIINC.
ov30,2006
FEDENAL YanUFACNREO HDYE
\� ODItSTAUCFiOH NIp S�FEIY SFANDAHDS
N►Y� 1X4 .
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WINDZONE IC
(110 MPH)
ALL EXPOSURES
NOTES:
1. PACE OW RM S:CTIM N 1NE RA19:D P09711)H 1TEFOK SOG NC NO
KW POSTS NiD POdITNONL
ll�Zsrov �
John C. Doedm PSI.
K2 En009004
JACOBSEN HOMES mawtomweNoowom �'`y" D.T. DATA tD-o2-o6 REV.
LETIM
mAw" cr mznrr. Anu DRAMND nTLE ' HINGED ROOF DETAIL A
P.4 BOX 36B W 9" AI S1COEAM UAMIFAC'WRMC
!IC 9lOI YAtEHUS AK �Rui10[o 10 111[
SAFETY HARBOR. FLORIDA 34691 RLww"!ELlIC NIl= so iW [ Dftl" NAKR:
PHONE (613) 726-1136 Iatt mmaw"=n "Im I as. AD-HR-0003
15
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE 12
CONTINUE 15# FELT TO ROOF PEAK --� UNYMENTNGIF
i .
2' MIN. OVERLAP (TYP.) .
-, i--T ..........
I ( I t I %I
tMIN. TAR AS SHOWN
;PPUED ON SITE)
i..� • •SEE NOTE %3.•..:.
I ; I. . . . . . . . . . . . . \
... ........
.... —E
3' MIN.
I � I I � I � i � I i I� I••• • ; ;_ .
SEE DETAIL A '
� I ' I' I I ' I' I � I' I I'�'•'•
1
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH • 6 STAPLES (1- X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURERS 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 INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15 f FELT IS NOT REQUIRED N ANY AREA EXCEPT WHERE HOLED.
2 FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - E
3. EXTEND THE FIRST LAYER OF ON S17E 15/ FELT ONTO THE FIXED ROOF A trN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' YIN. OVERLAP ONTO THE FIXED ROOF
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT),
AD-HR-000Z AD-4R-0003, AND AD- HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
OPROVED BY
PsfP ;T 2
INC.
WFACTURED HOME
IN AND SAFETY STANMS
JACOBSEN HOMES Nmm �� or. L".� RL.. V_Ilcm
TMW DW MillDUO= AK M.T. 9-20-03
ODIO 08MUL PR WWY AHD MI:iDOMM DRAWING IRE S1HIN E AND UNDERLAYMENT _
TO lE
P.O. BOX 36a w7FSM OFW PR��
ulopu MG S110F APPLICATION ON HINGED SECTION
WtOINS AK IE]AK ItONOFD
SAFETY HARBOR, RMDA 34696 IIFDOBIi FIX WWM Mr=3 AO AW E DRARFIG 141.1118M
PHONE (613) 725-1138 Wl COfWiw. M S WU FM COO AD-HR-0005
16
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 ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 15" O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
�i
i
SEE AD-HR-0002 FOR
4— ASSEMBLY DETAILS.
NDS01
NOTES:
I. SEE AD-HR-0007 FOR INSTALLA71ON OF UNDERIAYMENT AND SHINGLES.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
CRC-167.01-167.02
TEER APPROVAL: OAPY1 APPROVAL —
APPR0VE0 BY
Revised
0�� Jun 09,2006
John 0. Do ad fll, F.E. FEDERAL M MAKtFAM 7NA
�•
ERc�Rmrjrlg, IIic cwSTIIucTmmAM SAFETY STAADAROS
JACOBSEN HOMES
INat SKa11CAfMS AM DRAO"1CS ARC
OFAGMA.. PDCVA$LAIT. 00 CMCWTK
UTAT"1 tlT:
O.A.!5
tl^�� 06-06-06
DRAWO 11ILL.
'
P:0 eox 3sa
AIAIMA3 Or iKT=N Mk*XACTII M
Nc 9m mA,Dm w r1vmm N)11[
PEAK INSTALLATION DETAILS
SAFETY
1138 695
lvr Aw os� o s�
oRAwwc MOM
PHONE (727j 7226
cm
AD-HR-0006
17
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
TOP COURS(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. NDTH OF TO ROOF NTH A 6' MIN. NDTH OF
ROOF CEMENT AT EACH ENO TO ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EIISTING ROOF DECK AND/0R EXISTING
FELT AS SHOWN. FELT AS SHOWN.
4.
SEE OTTER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
BY
AUG0�
INC.
D HOME
.TY STAIVOARDS
NOTICE DRAM BY: DATE: rar. LLIIuc
JACOBSEN HOMES nellsK�T>�nam� A.T. 1-2T3-oa
OWMAL. PROPWETAAT. NO COtRMIIAL DRAMG TIU: _
®® MATUMS OF 44CMIN YAMIFACWaK SHKGLE/UtOERLAYIOT INSTALLATION
P.O. BOX 368 W- SKH VATMILS ARE PROMO® TO THE
SAFETY HARBOR, FLORIDA 34695 RRT>P01 FM SKOSIC POW AM MIST V ORAWG HUMMER:
PHONE (727) 726-1138 sort CbfMhk J00 SEoaT FXV OWL AD—HR-0007
18
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN TO Rom FRAWNG
— MOM W/ STAPLE OR NN.
BAND(NG STRAP WIPED' AROUND PIPE AND FASTENED 10 FLOOR FRAWNG.
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE IMNTAKI) TOWARD THE
OUTLET. *BE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS TFtAH 1/8'
'OOT MAY BE USED WHEN A FULL S11E CLEANOUT IS NSTAIIED AT THE UPPER END.
I M W nr BRAIN PIPING
NOT . :
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES DESE SKCf16111pIS W CRAMGS AM . DRAW Bri R.R. DAB 7-17-97 wr. «1IIn:
cArAm. IKtmiwf. me CrYiwsk DRAWHC BILL'
�� P.O. eex 368 °AM°� OF &*3W ' """11F"M"` PLUMBING SUPPORT
LI SAFETY HARBOR, FLORIDA 34695 9~ NR 9o=PJMO AM WM K
I U= PHONE (613) 725-1138 an eamwK"too ma eras BAN � - AD-PL-0001
19
VO
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILI.NG(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
ILK V �
INC.
JACOBSEN HOMES 7WSE NO ORAL 09 DRAW BY: M.T. " 3-30-05
MNAL PRCPWARY, MD COWMU& DRAWING TITLE.
P.O. BOX 368 MATERIALS OF dACCM MMFACTtftg
Nc su1H UAtE W AK FROM D TO IK OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 WCFW FOR g= WAM NO 10t BE DRAWING NUMBER:
PHONE (727) 726-11311 KEPT COVIDINIIAL NO SEW FROM O*M AD—PO-0001
20
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 F VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AQ-PR-7002 �� SEE AO-PR-7008
SHIP THIS SEC. LOOSE
1 — � — — —(SITE INSTALLED) — — —
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY -
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI -\L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WTI- ;ITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
DAM APPROVAL
NOTES:
APPROVED BY
Revised
Oct 25,2007
000'NC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NVACE DRANK BY: GATE: -REV. LETIER:
JACOBSEN HOMES gm sPEgADon Am DRAT,m Amo.a. to-24-07
ORIGT M, PROPRIETARY. AND COHFIDENDAL DRAWING TITLE.
min ❑„ P.O. BOX 366 IIAHe �ALS OF ,TAcaBSEF► MBUFACXMG ON SITE PITCHED ROOF DETAILS
UCH SMATERALS ARE PROVIDED TO TK
SAFETY HARBOR, FLORIDA 34695 K070IT FOR 9ECi1C RIi W AM IAIST BE DRAWING NUMBER:
® PHONE (727) 726-1138 KEPT COTNWITIAL AM sEM FROM ORHEIs AD—PR-7001
21
ROOF. TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
%ITH 7/16' X 1 1/2- X 16 CA, STAPLES DECKING SECURED MATH 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 CA, STAPLES. 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE 140TE /1
11' MIN. STE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER TO
ALIGN i IL f RAFTER BELOW. Tarr INsu QED
SEE NOTE R J/
MA(SEE NRIDGE OTE 45 I
I 18' MIN.
DECKING PW
CROSS-SECTION
FACTORY INSTALLED RAFTER
(CENTER SECTION)
wmZONE' ■
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044 10 PSF D.L.
NDS01 Ru' Gins C-FS3 - 88.01
NOTES: EKKU APPROVAL• D" APP Q%C-
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
2—/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION TAIL) NJ
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAUS) WITH Jua 09,2006
110 X 4 1/2' SCREWS 9- QC. MAX SPACING. 16 Q,� IN
C.
I SEE AD—FA-0020 FOR GAP TREATMENT BETYA>:N SECTIONS. John C. p�n� Rh:, renew maksmam "ON
K2 Enginwr*V, Inc. CO"smuc71m Am S'"r"Y:m"FAo:
JACOBSEN HOMES ,,NOTIMM.�,,.�.� GRAM
GAA°" O.A. DAM 06-02-06 '�''t�
P.O. Box 360 MWM S °F AMMINX MAMWWRMC VRAW4 11V:
IK ROOF TO ROOF ATTACH1dENT
SAFETY HARBOR. R26-11 34695 '"M POe IMC F Uo�rU MI I s7 [ DRA*4 KAMM
PHONE (727) 7�8—arse eery ewoon n w zmr war amn AD—PR-7002
22
RAFTER TOP
CIE
END ZONE RAFTER./OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUROOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
-- oC r<..
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160,
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19.0
0 48- 0
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .1310 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131" X 3' NAB
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAXL BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUAOOKERS SHOWN ARE 2 x 6 SPF ¢3 FLAT OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAAS OR MIN. 7/16- X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER � �— 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY
Wfi4N. (5) 7/16- X 21/2' X 15 GA.
N
STAPLES OR MIN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) wX001m mBE a
(TYPICAL AT ALL CENTER BRACES) N THE ENOZONE PER FASMIR OW.
SINGLE TRUSS ONLY
REO'D OUMDE OF
3 FT. AREA
_... �S MAY BE
PLACED ON BM SIDE
I NDS01
1. ALL TRUSSES LOCATED iMTHIN 36" OF THE END OF THE
SECTION TO BE DOUBLED.
2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
OuA11w-
PENElRAlm
.131 PD NAR.
5
1 1/2
15 GA. • STAPLE
8
1'
le scnw
2
1' Mir)
09RO IhTt FASiEM MAY BE IMAM VANOZONE III
FROM TOP CHORD OOMM F PEIFTR im ALL EXPOSURES
B M WAM. (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
ll-t` -il
John C. Doeden, FILL,
.K2 EngbaQ-ling, Inc.
DARA APiMtOYAL•
APPROVED BY
INFeb 05,2008
174NC.
FEDERAL VANDFACMAED HOVE
CONSTRDCrft AND SAFETY STANDARDS
JACOBSEN HOMES
Ii n=
7FMSKC>FI TM AM
DRATS BY;
O.A.
DATE
1-29-08.
REY, lEfiEit
Min
WIEMS x
DRAWDIG TlHE
ASSEMBLY
A
P.O. Box 368
N- SO DA1fts AK PFAVM Ip IK
END ZONE RAFTER/OVERHANG
SAFETY HARBOR. FLORIDA 34695
piWW TOR 9 M RIFM NO WST K
DRAMM WMBM
PHONE (727) 726-1138
1®T OwmDm AND wo Rm 0I)m
AD-PR-7003
23
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
16' MN.
— I TRIPLE WIDE M 0 SECTION PEAK
SITE INSTALLED DEDMG ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTN E RECrIAiNDER OF
FULL
AT CONTINUOUS PANEL
BOTH OUTSIDE SHEAATHIHG) FULL / SEAMS BETWEEN TRUSSES
• SEE OTHER DETAILS TO SECURE TRIPLE WE MARRIAGE LINE
INSTALLED PITCHED TRUSSES
VADTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
NINDZONE 11
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L
NOTES: 04GREM APPROVAL• OMA APPROVAL
1. 1/6' MAMMUM GAP AND 1/16- MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO 13E 7/16- APA RATED ROOF (24/0 Revised
SPAN RATED) DECKING (EQUAL OR BETTER). J4hT1 i,. t%J_a�~, �� Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 �TTg=• cu i W�'1;�, ! i i0• I (�' � .
SAME DECKING PATTERN. NPFEDEM WIUFacnaatD NDrE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2- X 15 CONSTMMONMDSAFETYSTANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
JACOBSEN HOMES
1►mme
oRAm BY. O.A.
01iE 10-24-07
P.O. Box 368j"�
"m mwe=A
PITCHED
ON SITE ROOF DECKING INST.
SAFE1i HARBOR. fLORfDA 34695
PHONE (727) 726-1138
PEWW F61 S461FC Rep= = w BE
WT Dorm ► e 2w 1ft" mrm
ORAS>>tJG fdMMb
AO—PR-7004
24
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS.
(SEE AD-PR-7006 FOR QUANTITIES)
SITE
INSTALLED SECTION0 ROO TER
TYP. 100 SQ. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL-/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
PPROVED BY
Revised
Oct N25,2007
INC.
DERAL MANUFACTURED HOME
INSTRUCTION AND SAFETY STANDARDS
NOTICE DRAWN BY: I DATE: REV. LETTER:
JACOBSEN HOMES THESE SPE�:� MV DMWINGS ARE Q.A. 10-24-07 A
MWAL. R"0U-
AW, AM CONFWM DRAVANG II
❑,I MATEMALS, OF JACOM MANUFACTURDJC
P.O. BOX 368 SUCH MATEMALS ARE PROVIDED THE SITE INSTALLED PITCHED ROOF VENTS
RHc
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR 9 MX PUROW AND W5T 9E DRAVANG NUMBER:
PHONE (727) 726-1138 KEPT C FIDENIK AND SECRET TRDII OTHM AD-PR-7005
25
ROOF VENTING
�.,
MARRIAGE HALLS
TwVIm SR K CUTOUTS FM
=r 16TAAXN Or ROOF SECUON
r_ (SEE DWI FOR REOUREMENTS) i .r
100 SO IN CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
(160-) x SEam LENGTH:
CUTOUT NOLES,
0 TO 15-6'
1
15'-6' 10 31'-3'
2
31'- To 46 -
3
46'-10' TO 6 -6'
4
62--6 TO -0
5
MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
i
1
t
z)
MARRIAGE ITAUS
of LOW VENT LOW NEVI
�I EOGN TENT
I CENTER LINE CF CENTER SECTION
E+ao') a SECUM mum
MOUE im
La wort
Tc 31'-r
roc
me
cv-w w 7
2
1 UL SO(
ar va -
3
2 EA. SIX
1 tq AiOMM W OOC*urx %JUTS
I
r- M 50 SO. I11. ROOF VENTS
LOW VENT (SEE DWI FOR REOUREMENTS) LOW VENT
1 l MARRIAGE MALLS
I �•
I SITE INSTALLEDIMSTALLED CENTER SECTION OF ROOF.
I
AVVXW :
AF PROVED BY
rJUN14
INC.
LMMUFACTURE0 ROME
ETY STANOAROS
JACOBSEN HOMES '�0GN °R"F" BY. 'ATE REv LETTER
ST;£061;AbitiG NOoaA�s A:� � R.R. O1-22-04
=MAL. START. " CWrAL ORAV, II LE:
LtATUWLS w i' i11 w"urac1
P.O. Box 3Gti M Sew HAT S AXE E TOIK ROOF VENTING
SAFETY MAROM FLORIDA 34695 KW= FEW V= KOM AV MET Er MAWfG HIMMIL
m PHONE (727) 726-1130 PVT cmrmla Am smT mm 0I)m AO —PR— 7006
4
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT/ SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
—FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE WATH14G
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANG HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING PENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
v�
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 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS,
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT IN ROOF DECKING. .
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
��COUPLER
TE INSTALLED)
0' VENT PIPE
-o(FACTORY INSTALLED)
DETAIL ' B'
DAPIA APPROVAL•
APP OVED BY qq��
jU % �J
INC.
FEDERAL AANUFACTURED NOME
rnwgTAi I :1NIN AND SAFETY STANDARDS
NOTIC& DRAWN BY: DAIS REV. LETTER:
JACOBSEN HOMES WSESPEOit T0600MAWMAW R.R. 01-23-04
OMPUL PRWKTARY, AND CO FIVINUAL DRAWING IITLE:
UAWJ MS OF VZOM YANNACTOWIC
P.0. Box 368 W SuCm w1ElW ARE PRMU M IK PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 RUS'EIIT MR SPECAC P1 W01S AND MUSI K DRAWING HUIBER:
PHONE (727) 726-1138 KEPT cawm TAt No %vel 1R011 own AD—PR-7007
27
SITE INSTALLED SHINGLE AND UNDERLAYMENT
RELO INSTALLED 151 FELT MIN. INSTALLED DVER THE
FACTORY INSTALLED UNDETTLAYMENT WIN A 6' MIN.
OVERLAP AND A MIN. 6' WDTN OF ROOF CEMENT.
151 FELT TO HAVE A 6• MIN. OVERLAP 151 FELT ALSO CEMENTED VITH A 6. WIDTH AROMD
AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS, PERIMETER OF ROOF.
I
r -1 '- "l r -1 r' -1 r -1 1 FIELD I4STAl1ID ROOF St{£A1HiNG (TYP.) 1
--
I S 1 1 I I { I
{ s• WIDTH of aooF CEMENT tl141FJi �
1 ! OPTIONAL 15/ FELT IS INSTALLED.
i
r -T
—
t
ht
OPTOM LAYER OF 15/ FELT
r 1
ONE-PIECE SHINGLE
IA�ETiLA111E}}IT
ROOF SHEAR" (TYP.)
THIS ROW OF SHINGLES TD BE FIELD INSTALLED AFTER
THE UNDERLAAMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED 99NGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF V MINIMUM.
1/2- 1/T'
TO TO
1• � � �_� ITLf• � � � 1•
FASTENING DETATT, WUIOZONE N
(110 MPH)
ALL EXPOSURES
NQTES:
DJGI* t APPROVAL
DAPLA APPROVAL
1. CEMENTING OF OPTIONAL 15d FELT IS NOT REQUIRED IN ANY AREA
APPROVED BY
EXCEPT *HERE NOTED.
Revised
2. FASTENMG OF OPTIONAL 15/ FELT IS NOT REQUIRED. 'FASTENERS APPLIED
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.)
pt���¢
.jOftl-'.JtIL'���� ,
Oct 29,2007
INC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
C
K2 EST illc', i 39 ITTO.
9 �
EDERAI CTIONMANUAQURED YST
N5T19iC7pN AND SAFETY STANDARDS
ONLY VlTfEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
NOTICE
mm mmums A® oRAV,f m An
DRAW BY-
O.A.
OAIE
10-24-07
RLY LET1Eit:
P.O. 80X w=
MGKQ . FROPWMt w
6AMVALS OF 44COBSEN UAi¢1l3FA:11>ISl4:
DRAIM TITLE:
Sm NATM" AX PROWED m w
SITE t1dSTAU ID 9ND{CLE Ate tRNDEiIAY9G�HT
SAFETY HARTSOR. FLOADA 3*95
WMffFM 9M PIfJPOSSSAmWSTK
ORAWG NLIMMEIN
PHONE (813) 726-1138
mn emom &a sm mm 011O3LC
AD—PR
28
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
4/
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
IOS" X V MINIMUM ROOFING NAILS
OR JIY X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF.
SOLAR TUBE DOME, WITH NAILER
FLANGE. SECURED TO ROOF, ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. MATH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK),
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
DAPIA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1' X 16 GA.
APPROVED
BY
STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
INC.
FEDE
AL MANUFACTURED HOME
CONS
RUC1ION AND SAFETY STANDARDS
J AC O BS EN HOMES
NOTICE
1Ex SKCFXAMNS 00 DUWMS AK
DRAWN BY.
MA
DAIS:
02-04-04
REV. LETTER
ORAWNG TITLE.
mookA. PRWKIA". AID Ca►r10E► R41.
1" P.O. BOX 368
YAxwLS OF ika) M W~ACIUM0
NC S M YAXRULS AK PROYOED 1D TIE
TV. FLASHING INSTALLATION
—
DRAWING NUMBER:
AD—PR-7009
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RE"I Fa 9ECi1C PItr M AIM OAT 11
ATPT ws70L U4 00 SECAEI TRa OHM
29
ADDENDUM
GENERAL NOTES / TIE-DOIV,�jS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-C•CY-tiS 'wEll A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. A`tEN AI;CHCRS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST 6E INSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TTE-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL DE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY 6E INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL DE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE 24STALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. 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'-D' (82- I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL DES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TTE-DOWNS SHALL BE 'WRAPPED' AROUND THE MAN 1-BEAM (AS SHOWN ON M. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNI2ED.TESDNG LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL DE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION MD TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. *ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES 94 ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPNG, FIAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16, A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REOUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL DE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. All FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REJT:R TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKV4 P.EOU;REMENTS. ALL BLDCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR AL ZONES AND ALL EXPOSURES.
NOTES -
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' AND EXPOSURE W. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
.'ER`V'QQWt "O �A/i����'''i OAPIA APPROVAL:
NoERFoFy�p ROVED BY
;1 ENE$703571
INC
MID U. Tt
LETTER-
JACOBSEN �iOh�aES NOTICE: 'A1,If", T1111111tl�I��,� DAZE: REV. LETTER-
TNESE SPEWICADEwS AND DRAWNCS ARE C.L.Y. 5-19-95
�® ORJCNAL. PROPWARY, AM ROCCm01 "RAL DRAMNG TITLL /�
P.O. BOx 368 MATMALS OF JACOBSEN UAACPANC TD-GENERAL NOTES !L1\
SAFETY HARBOR, FLORIDA 34695 wG SUCH HAJEM &S ARE PROVIDED TO THE
-- KEPT C roR s>EDnc Puss ao mOTHI DRAtIwG NuusOt AD-TD-0001
lh-PHONE (813} 726-It38 Tart rDreroExlul u® sEv2t IROu mNErss
30
ADDENDUM
NORMAL TIE-DO`VN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
t (+
LAIN.
WIND ZONE 11
WIND ZONE III
YIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
FLOOR
W1DiH
EA. END OF
EA SECTION
ANGLE
MIN. a
EA. END OF
EA SECTION
ANGLE
MIN. A
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
j�
25'-4' 1
2
50'
3
38'
26'-8'1
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE n
IMND ZONE III
SPACING
DEI. HUD
LOAD
ANCJiOR ANGLE
SPACINGLOAD
D9L. HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'4
12'
8'-0'
31501
40'-50'
6'-8'
3150R
40'-50'
24'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150g
40'-50'
25-4'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
26'-8'
12"
8'—O'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
W9ND ZONE III
FLOOR
YIN. O11
EA END OF
ANCHOR
ANGLE
uiN om
EA. CF
ANCHOR
ANI?E
O
WIDTH
FA SECTION
NH 8
SENDEC
EA SECTION
kik. D
20'-0"
2
5T
2
68'
�j
24'-0'
2
70'
3
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE I>f
DEL. HEAD
ANCHOR ANGLE
SPACING
OBI. HEAD
IXANCHOR
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
S'-4'
315011
40'-50'
4'-0'
31501
49—W
25'-4'
12'
54
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
54
31501
40'-50' \%%i
m I f I,, '-0'
31501
40'-50'
NOTES:
ENGINEER, 0 ��,
DAPIA APPROVAL
i. SEE AD-TO-0001 FOR ADDITIONAL REOUIREUENIS.
O?' \STFR
r, R` �
APPROVED�.���
2. SEE AD-TD-0011 FOR YAMMUM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED AMC
= ENEB
—
�JPI l 5
OF
� �
a..:,n,�nos+�trswavfls
JACOBSEN HOMES
NOTICE:
THESE SPEC? CAPONS AND DRAAINCS ARE
�ESiA@f1k!
C.L.Y.
OATE:
5-3o-s5
REV. LETTER:
DRAYMNG TITLE:
NORM. SPACING TABLES
368
ORIGINAL, PROPRIETARY. AND CONnDFNTUI
UATERIALS OF JACOOSEN UA40ACTMNG
P.O. 60X
®�
wG SUCH UJOEWLS ARE PROYM TO THE
DRARdNG NUMBER:
AD—TD-0010
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RtC>PtN1 raR SKCFX P1APOSES AND um BE
I®t DaawrAL um SEOST rRcv orom
31
ADDENDUM vl
ALTERNATE TIE —DOWN SPACING TABLES k,�,�y,�ot�11
ZONE U & III/EXP. C �?WL
IANGIfiUDINAL TIE —DOWN SPACING TABLE
MI
VNID ZONE N
WIND Zx I
NL an
EL oo
ANm
W on:
EA. END
Mae
MILEMILEaF E
FLOOR
VDTH
ELsEc�oN
v3L w e
Ek s
rrl e
23'-4'
2
54'
3
a
0
24'-0'
2
54'
3
40'
25'4
2
60'
3
44'
26'—e'
3
38'
3
48'
30'-8'
3
4T
4
41'
(SEE NOTEµ FOR AN(}IOR AN(US)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MA)L
WIND ZONE II
VINJD ZONE 11
FLOOR
WDlHH
EAVE
OVERHANG
sPAnNs
IN
ANDHDR ANnE
SPAfdC
ML HEM
MOM A11F1E
'23'-4'
12'
5'-4"
3150j
40-45'
5-4'
3150j
35'-40'
24'-0'
12'
54
3150j
40'--45'
6-4'
31501
3T-40'
25-4'
12'
1 T 4'
1 31501
1 40'-45'
54
3154.
35—a
26'-8'
1 12'
5'4
1 3150j
40=45'
6-4'
3154
35'-40'
30'—If
1 12'
54
1 315DI
I 40=45'
54
31501 1
35-40'
(SEE NOTEµ FOR ANCHOR ANGLES)
ee�eeeeesoe►��s���
a`da N C. 00F f
4 io
e � .•
�0'' G•E NSF
No 45484
l
O '•. ,s T%
.: Rya REF. CALC.
000`;�s.00�Sp�S�`°` C-TD - 215.01 - 215.20
?�e°°
10NAlljjlls
s
� a
NOTES:
E>iCItEQ1 APPROVAt:
DAPu APPROVAL:
1. SEE AP-ID-M FOR AOOMONA1 REQUFE OM
APPROVED BY
2. SEE AD-M-OOf1.t FOR YAWN PER HBM73 REGU O FOR 1fE LM
TABLAMM ADOYE.
Um 16,2009
INAiINC.
1 TE--MM DE50 ON THIS PACE APPL,CAeLE M DO DALE US ONLY.
4. 00 MOM ANGLE SH N IN THE CHART AM CANNOT BE ACHEVED,
D6TALLED AN APPROVED STASYJmt PLAIE
FEDERAL MAKFAQUREo NONE
CDmsTnucnaN AND SAFETY STmwm
JACOBSEN HOMES
1HmptA.�
I.T.
DATE 06-04-09
p.a BOX 36e
QUOL PiC7PRf01Rtt AID WFODMAL ""'
MAIM" or &ADM "Acnm"°
WAVMG mt�
ALTERNATE SPACING TABLES
SAFETY HARBOR, FLARIDA 3405
PHONE (013) 726-1138
a� 9= MUMUS AK ROM TO tic
=61 RR sfc Woa>:s AID Ow E
JVT calmo iMI n am ffm cum
DRAINIG NI WEk AD-1T>-001 C+.1
32
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX PER AD-TD-001a TABLE PER *-1D-0010 TABLE PER AD-TEK010 USE PER w-ID-W10 MILL Ytx NrN-wiv IML mkk
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 20 FOR ALTERNATE TIE --DOWN IMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN a
SEE NOTE 5 FOR
MAWN HEW
NOTES: ENt7NEER`JtEL'PR\ovA� CO�Oi�''�,� �gJ� i�i1Y-By
1. SEE AD-TD-0010 FOR SPACING TAKES,TE Fi tLJ 1
2 SEE AD-TD-0010 FOR QUANTTY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. Q No. O !.
3. SEE OTHER DETALS FOR BLOQONG (PIER) QUANTITY AND OTHER REWRE11ENT5. = c ENE8703571 INC4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. - 1 V
5. ZONE 2/EXPOSURE 'C: 60' MAXIMUM HEIGHT -Q : 0 IT 4A '�MOI
ZONE 2/EW0SURE V: 44' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 40' MAXOAUM HEIGHT ��iit` "oi("q �� REF. CALCS:
ZONE 3/EVOSURE V: 36' MAXIMUM HEIGHT ��'4i<s�'/n Rl A 1,
NOT;c T" Oe 1�'C.L.Y. DATE: 3-27-95 REv LETTER:
JACOBSEN HOMES wx SPENiTGATms AHD Dumm ARE
CIMINAL PROPRNEURY. AND COAAMTIAL DRAWING TITLE:
P.O. BOX 368 M" MS OF J"COMN MMLIFACTtlRLiO FIGURES 1.0 AND 1.1
Nt: SUCH MAIEIEALS AK PRONOFD TD THE
SAFETY HARBOR, FLORIDA 34695 RCWW FOR 9fCF1C RRPMM AM WST eE DRAWING NUMBER: -
PHONE (813) 726-1138 WT Cafmluu NO SECRU FM OUM AD-TD-0011
33
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION I
SHOWING TIEDOWNS I 11p• AM
AMWOR AMUL (SEE WIE 16) AMMM AM6tE (SEE ROTE 18)
FIGURE 1.1
(M BASM ON 951/2' 1-BEAk! 01 M A0 95• HIGH SCOW)
NOTES:
1. SEE AO-70-0090.1 FOR SPAONG TART M
2. SEE AD-TD-OD10.1 FOR QUANITY OF LORGRIRIiL TIE-DOM STRAPS REWRED.
3. SEE OTHER MULS FOR RLO iM (PER) QUANIRTY Ate OTHER RM)IRENERm
4. SEE AD-TD-0001 FOR AMITIONAL REQUIRWENTS.
5. ZONE 2jEOMRE V: 67' MA>ff LM HEIGHT
ZOW 3/EIPOWRE V.' 56' WNW HMT
6. M ANCHOR ANGLE SHD9 ON AD-ID-OD10A CAtT}EOT BE AOOEV D,
INSTASL A114 APPROVED STABILIZE PLATE.
e�ao%%;lip11got#gOB
OF oos
coo ��.•�,\ G `•tv `S;c • �/f/'®v
m 6
z No
41
�®d®®S®nI1EAe�00�O�m
SEE MOTE S FOR
mmill MIT
APPROVED BY
0111110. oft
Jun 16,2009
NIAINC.
FEDEW MAHIFACTLOD H014F
COMSTRUCnom mo SAFETY STANDAMS
C-TD- 215.01 - 215.20
xoTIcR
JACOBSEN HOMES
DRAW BY: DATE REV LETTER:
1:tm mmCsSTWkS Am aaa M.T. 06-04-09
TlA4 PR0RWMY, ft CA4MVIAL DRAWNG TU-
P.O. BOX 368 MARMAISOF OLOM MkWFACAMG FIGURES 1.0 AND 1A
QM SIM HATM S AM MOM M X7
SAFE TY 1 ROOR, h1OrRIDA 34695 FMMT FM AM W9 tE DRAVANG WEEP-
- PHOfdE (813} 726-1138 tvT CM00MAL M MET WN DOM AD-TD-0011.1
34
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1'
ZONE lI & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE If
WIND ZONE III
FLOOR
Yw.OTY.
ANCHOR
MIN. OTT
ANOIOR
�7
WIDTH
EA. END OF
ANGLE
EA. END OF
ANGLE
Ot�
EA ScCDON
YIN. 0
EA. SECTION
YIN. B
12'-0'
2
43'
2
55'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL
DEL HEAD
ANCHOR ANGLE
SPACING
DEL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'-0'
6'
V-0'
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
8'-0'
31501
40'-5T
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE UI .
FLOOR
YIN. OTY.
ANCiOR
UK OTY.
ANCHOR
WIDTH
EA END OF
N
EA. END Of
ANGLE
40
EA SECBON
YIN.. B
FA, SECTION
YIWIN.B
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
1
1
13'-4'
3
42'
3
55'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DO. HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
12'-0'
6'
54
31501
40'-45'
4'-0'
3150y
40'-50'
13'-4'
6'
5-4'
31501
40'-50'
C-0'
3150#
40'-50'
NOTES
ENQ;EER�`` D��
OAPIA MPROYAL
1. SEE AD-m-0001 FOR ADDITIONAL REQUIREMENTS
.` �'�•G�$i ER •�� �.��
APPROVED BYE+
N0.
2 SEE AD-iD-00i3 FOR MAIOYUM PIER HEIGHTS REQUIRED FOR TiHE LOADS
ENE8703571
5
TABU7ED ABOVE-
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDETWALL NOT FRONT OR REAR.
* '
I N C
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WTH 95 1/2'
F_
� �� (� �+ �
����� ��/D
�° Teti='n�"OA%"SVXAU
I -BEAM SPACING, 96' MAXIMUM SIOEWALL HEIGHT AND 6' MAXDNl1 SIDE
SIDE OF UNIT).
�`�; '
1 Q% •'' \��`�
OVERHANG (6' pYERfHAHG MAX. EACH
JACOBSEN HOMES
NOTICE: 441(!III
SSE SPECIF10t.TQiS AND DRAWeNW AA?E
ItIL"1`�' C.L.Y.
DATE: -
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
P.O. BOX 368
MONAL, PRCPRIEIW AND CCNfLDENBAL
MATMALS OF JACOBSEN YANUFACTMNG
A
„ SAFETY HARBOR, FLORIDA 34695
W_ SUCH WATEMS ARC PRONDED TO THE
RCCPIM FOR 9'C C "PM W I1151 8E
an care rx Mo %cu FROM onm
DRAWING NUMBER
AD-TD-0012
PHONE (813) 726-1138
35
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
an-L rrx w-wu wlt imt PLR M-ID-000 TARE PER AD-ID-0012 ]ABLE FLK AD-ID-MZ 1AEL1 PLX AU-@-W12 IAHE MA&
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE ZO FOR ALTERNATE TIE -non+ MKID
AN4E ME
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE 12-DDU iMD
NOTES:
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES,
2. SEE AD-TD-0012 FOR OUANITY OF LONGITWAL TIE -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOQONG (PIER) OUANTITY AND OTHER REOUREIIENTS.
4. SEE AD-TD-DOOI FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE V: 30' MA) MIM FLIGHT '
ZONE 2/EIPOSURE V. 48' MAXIMUM HEIGHT
ZONE 3/0O'OSIAE V: 28' MAXI M HEIGHT
ZONE 3/EXPOSURE 'D': 60' MA)OMUM HEIGHT
SEE NOTE 5 FOR
wXOVMAI HOW
�C'��G\STE9FO�2
�- No. n .
I ENES703571
'SYATM OF :7 '
can / " `: ! AI��.C���•`
APPROVED BYpo ,
JAN h I
INC
tre+�sw..rw�s+inu�Ia1E
malti+aarowL:nawalw
JACOBSEN HOMES
NOTICE "-*,,—'UIL
THESE
�� ,"�
WO C.L.Y.
���_
5-19-95
�•. LL)lLn:
P.O. BOX 368
SPEOMATIONS AND DRA4&
CMGMAL, PROPRIETARY. AID CdJfW0 U&
wMULS OF JAL,'OM UNWACARNC
DRAWING TITLE:
FIGURES 1.2 AND 1.
"
SAFETY HARBOR, FLORIDA 34695
we spot MATERIALS ARE PROVED TO THE
REOPLNI FOR 9WX P WOM AO KW BE
DRAWING NUMBER:
PHONE (813) 726-1138
KFT COI WRAL AM TM 1ROLI OMM
AD-TD-0013
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE-DOM SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
NOTES
' �Eb►✓�T`�L'PAOWL.��V '�i�
TEq •.ccy'%
DAPIA APPROVAL,
1. SEE AD-TD-0010 FOR SPACING TABLES
Q &
�: ;z� No. FO .
APPROVED BY
2. SEE AD-M-0010 FOR QUANITY OF LONGITUDIAL TIE-DOYN STRAPS
REQUIRED. =
ENC8703571
3. SEE OTHER DUALS FOR SLOCIQNG (PIER) QUANTITY AND OTHER REOUIREMENIS _
�•
�tI 5
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIRELENTS.
INC
0 AL
''''�JuI „�r'�•
JACOBSEN HOMES
NO1ICE:
THESE SPEanCAnONS AND DRAVANGS ARE
DRAW BY.
C.L.Y.
DATE:
5-19-95
REV. LETTER:
P.O. BOX 368
WGINAL PROMIARY• AHO CCNfTOOMAL
MATERIALS CF JACOBSEN MANUFACILRING
DRAWING TITLE.
FIGURE 2.0
n
W_ SUCH YATEWLS WE PRW0M TO THE
,�1`
SAFETY HARBOR. FLORIDA 34695
PHONE (613) 726-1138
RECIPNNT FOR SIECM P,PKM )NO VJSl BE
PVT wrawnk A•O SECRET raw orrm
DRAWING NUMBER
AD-TD-0014
37
ADDENDUM
ALTERNATE TIE -DORM SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS
SIDE Vi.^W Or VAIN F;W:
TIr-DOWN STRA?
SCE OTHER DV S
FOR TIE -DOWN STRAP
SPECF1cooNS.
APPROVED ANCHOR % .D:D TO
WIN I-BEAIA (SEE OTHER OET;J.S
SEE AD-ID-020D FOR FOR 11 LOW) 70 HE 11STALLEi
RADIUS CUP DCTAILS AT E FACTORY.
(REQUIRED THIS LOCATION). (VW. 31501 WM"G (DESIGN) LOAD
A.40 47251 ULTiAATE LOAD.)
u GROUND ANCHOR
SEE OTHER DETALS FOR SIZE.
ANGLE AND OTHER INSTALLATION NOTES.
_I
�- FIGURE 2.1
SOLID HEADER (CROSSYELISM) x 3/4' (t 1/2') .MUST BE LOCATED
FRONT VIEW CUT INTO HEADER
FOR STRAP ATTACF7IEITT. ;ITMI 5' OF HAIR
(FACTORY CUT) CHASM i-BEA►L
SEE
t / RAD S Cl)r' ODE00TALS I RADIUS CLP DETAILS
(RCOUIREO THIS LOCATION), i (FEOL'RED THIS LOCATION).
5' YAX
TIE -DOWN STRAP
SEE OTHER CETAILS
SIDE Y.EW FOR TIE -DOWN STRAP
SPECIMAIMS.
GROUND ANOhOR'
o SEE OTHER DETAILS FOR SITE,
° mCE ANO OTHER UsTALIATION \C _S.
FIG URE 2.2
I
NOTES: �gMyAi•l•1. OAP.A k-MOYAL:
�CO1�r�+
1. SEE AD-TD-0010 FOR SPAC14G TABLES.- �r, 'l
-
2. SEE AD-TD-OD10 FOR OUANITY OF LONf31UDIAL TIE -DOWN STRAFS riCWSZD. -p C
I SEE OTHER DETAILS FOR BLOCKING (PER) ouANRTY AXD orra REOV:REIIENTS.
4. SEE AD-ID-0001 FOR ADDMONAL RCDUREaENTS. ;��• ' PIZ
( -
IQNAI ,,,.•,I f.
�/111r1111110 %
A100 BRACKET AND TIE -DOWN
DEVICES ARE CERTIMD BY 011IEX5
i\071Cc CRAMBY. DAiI. FEY. LTTER:
JACOBSEN HOMES Trcm SPEGIICA'•'.ONS AN3 CRAYACS ME C.L.Y. 6-13-55
OIMNAL PIC?WARY. A1r2 CGr1D01TIAl CRANING TIU*
P.O. aox 365 "AMISALS of 37iC4MZN N"rAcnxr- FIGURES 2.1 2.2
SAFETY HARBOR, FLORIDA 3469S awar rm rEcncc Rmm ua mA7 ¢ DRAW . NUWBEA
PHuVE (813) 726-1130 API CaArm11A1 Ara Sa1CY near owes AD—TD-0015
38
LONGITUDINAL STRAP ATTACHMENT
TYPICA!
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED) / !
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2, ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THIC(NESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
AM CLAMP, MANUFACURED BY
J ENONEERINC, PART 159011
_.....JFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL
PROVED EY
INC.
MANUFACTURED HOME
GI ION AND SAFETY STANDARDS
NOTICE: DRAWN BY: DATE: REV. lE1TER:
JACOBSEN HOMES THESE SPEOFlC:ATIONS AND DRAYANGS ARE M.T. 6-12-01
DRIGIM PROPRIETARY, AND COJFlDENIIAL DRAWING TITLE:
NA1ERU s OF JACODSENMANUFACTURING LONGITUDINAL STRAP ATTACHMENT
P.O. BOX 368IRC SUCH MAR:MALS ARE PROMDEO 10 THE --
SAFETY HARBOR. FLORIDA 34695' REMENT FOR SPEOFIC PURPOSES AND wSI BE DRAWING NUMBER:
PHONE (727) 726-1138 KEPI CWDOTM AND SEGO fROY DTrIFM _ . AD-TD-0016
39
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES s�'�' �1G �•
1
ZONE II & III/EXP. C& D 3 T
LONGITUDINAL TIE -DOWN SPACING TABLE
l
MIN.
WIND ZONE II
WIND ZONE III
V
FLOOR
►RN. OTY.
ANm
UK CITY.
MCHOR
S
WIDTH
EA END OF
mul
EA END OF
ANGLE
EA SECTION
UK 0
EA SECTION
UK 0
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4'
3
38,
3
50'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
5°AD14G
DBL�
ANCHOR ANOi
SPAt)NG
°�'�
AHCiOR ANGLE
10'-0'
12'
4'-0'
31501
4D'-50'
4'-0'
3150l
40'-50'
12'-0'
12'
4'-0'
30001
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
c
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIX• CITY.
ANCHOR
UK oiT.
ANCHOR
WIDTH
EA. ETD OF
ANCE
EA. 0 0 CIF
ANGLE
�O lV1
EA. SEC110N
wl B
FA SECTION
NIH. A
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
3
58'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACINGTABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
OBi AD
ANCHOR ANCE
SPACING
DBL.
ANCHOR ANQf
10'—D'
12'
4'-0'
31501
4D'-50'
2'-8'
31501
40'-50'
12'
4'-0'
31001
40'-50'
2'4
31501
40'-50'
13'-4'
12'
4'-0'
30650
40'-50'
2'-8'
30001
40'-50'
NOTES:
ENa` �� evAbOFfo A
6 - D BY
1. OFFSET SECTION WITH THE MARRIAGE LNE WALL EZTENDNG BEYOND THE ENDWALL Of
THE
Q . GAS T ! p ,•
��'
REV (S ED
ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE N ACCORDANCE
Q� ,• . C�
WITH THE TABLES ABOVF_, THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
IN
BE TIED DOWN ACCORDANCE THE
h' , _ -
•'T
SEP 0 9
VATH NORMAL SPACING TABLES (AD-M-0010). ;
;•
* 3
2. SEE AD-M-000I FOR ADDITIONAL REQUIREMENTS.
-Ct .; .
��.�''•!�r••'•��.
INC.
3. SEE AD-ro-0021 FOR uA1aMUu PIER HEIGHT REWIRED FOR THE LOADS TAeIAATEO
ABOVE.
FED
�J,�IQh . ��.
RAL MANUFACTURED HOME
i� c%+'''•• •• dG<<�� CO
STRUCTION AND SAFETY STAND
JACOBSEN HOMES
NOTICE '�++n„,
TNESC sPccnutbNs ANp DRAYlJICS ARE
fEK
R.R.
DAM
8-27-96
REV. urTTJt
■
P.O. BOX 368
, �
tlEoNAL. PROPRI[TA". A" OOrR10EN1Y1
UA1EMALS of JACOM YA)4UrACAftlC
WC. RXH UAWRULS ARC PRONGED TO TMC
DRAWING IRE:
OFFSET SPACING TABLES
SAFETY HARBOR. (813 FLORIDA 26-11 34695
PHONE (eu) 7z6-Tlse
KOPar Tdl S^ CnC PAPOQS NO 'A' E(
PVT to MIK uo 101T TRU onus
DRA%iNG NUMBER
AD—TD-0020
A
tos.
i
40
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN KETHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
""I' I IfTGHr
ITAfiIES ON AD-TD-M jlQ BQi APPLY
TD THESE STANDARD NULTf-MDE SECTIONS
OF THE UNIT -SEE NOTE 1, AD-TD-0020.)
TIP. FLOOR MUM= I TIP.
ANCHOR ANGLE ANm ANGLE
ANGLE ANGLE
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TIE -DONS KMOD �I P91A11tL�gl+rBQ�� ALTERNATE TIE -DOWN METHOD
ENGL\ DAPIA APPROVAL
NOTES:1.SEEAD-M-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). Z-'�`�O; •�G�STER ' APPROVED BY
2 SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DONS STRAPS REWIRED. Q' No. S Ip.
(OFFSET SECTION ONLY) _ z ENE8703571
3. SEE OTHER DETAILS FOR BLOC&; (PIER) QUANTITY AND OTHER REQUIREMENTS. _ t`
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS. •lNfllNC
S. ZONE 2/EXPOSURE C: 44' MAXIMUM HEIGHT,l
�
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' W1DE MIN.)ZONE 3/EXPOSURE 'C': 32'
ZONE 3/MAXIMUM 3/EXPOSURE '0'. 32' MAXIMUM HEIGHT (44' 0 24' WIDE LAIN.)
NOT!CR DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVANGS ARE C.L.Y. 5-11-95
ORIGINAL PROPRIETARY, AND CCNFIDBT1A1 DRAWING TITLE: n
;❑ P.O. BOX 368 MATERIALS OF JACOOSEN MAN IFACTURING FIG. 3.0, 3.1 & 3.2 //-�,
Dl_ SUCH FIATERIXS ARE PROMDED TO THE
SAFETY HARBOR. FLORIDA 34695 REMM FOR 9'MX R"M A M I11ST BE DRAWING NUMBER:
PHONE (813) 726-1138 FAT cwmnk AND SECWT FTa OHM AD-TD-0021
41
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE—DOAN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES `E% (�l FO�i�i� DAPIA APPROVAL
1. SEE AD FOR f ACy; TAKES (OFFSET SECTION ONLY). :Or'�G�STE9F F.j�''. APPROVED BY
? 4- NO. O •.
Z ((OFFSET SECTION ONLLYjO FOR �AAITY OF IONGITUOIAI TIE-oowN STRAPS REOURED. z NE8703571 - 5
3. SEE OTHER DETAILS FOR MOOT.-Q (PIER) QUANTITY AND OTHER REOUIR OTSmo :
kit
4. SEE AD-TD-0001 FOR ADDITICCAL REQUIREMENTS - - INC
�• : na.ar..rAcwnmtat
%P • � ��;'� �.` tAot�u+aA�OIiMSTffiSIR•y:A
.... hV\
J AC O BS E N HOMES
.
wst sKartiGNif0-s um w
°iA"�' eY:. C.L. L ti.
DATE: 5-11-95
FEY. ��
P.O. 90X 368
uUMZ AM
ORCtlA• PKPWMT. A►ta txt,/tac --
uATF70a a ut0 "NAWOACT{I6tic
/�
DRATMG TIM
FIG. 4.0
„
SAFETY NA?-c:R, FLORIDA 34695
nC WM MATTgS AW PRINM TO To(
KCPGIT ►ot 5{me MK&s NO rRt K
/-1
ORAL (R1UM
PHONE (513) 726-1138
PVT Cd mnk Am 1[av TIM O M
AU—M-0022
42
ADDENDUM l��g
��OgS
ALTERNATE UNIT TIE -DOWN SPACING TABLES �
ZONE I1 &III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MI N.
N.
RIND ZONE 11
WIND ZONE ill
WIN. OTY.
ANCHOR
UK OTY.
ANCHOR
^
FLOOR
CA. END ON
N
EA. ENDANGLE
R1DTH
EA. SECTION
WIN. A
EA SECTION
MIN. 0
20'_0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
2
67'
26'-8'
2
55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 11
RIND ZONE III
SPACING
ffA
D OAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
AHM ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900# 20'
24'-0'
12"
4'4
37001
2O7
4'-0'
39501 20'
25'-4'
12"
6'-8'
40001
15'
4'-0'
39501 22-
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950# 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
FLOOR
UIN. OTT.
EA END OF
ANCHOR
ANGLE
UK OTY.
EA. END CF
ANCHOR
ANGLE
11\)
WIDTH
EA SECTION
mm. A
EA. SECTION
UK 0
20'-0'
2
50'
N/A N/A
24'-0'
1-23"
2
70'
N/A N/A
254
42'
N/A N/A
26'-8'
N/A
N/A
N/A N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WAND ZONE III
SPACING
FDBL HEAD
A4CHOR ANGLE
SPACNG
D
ANCHOR 030E
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
oOL
20'-0'
12'
4'-0.
40DOI
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
40001
27'. ,,,,,,I
N/A
N/A I
N/A
NOTES:
ENpNQERPTrw p0� ��,,�
OAPIA APPROVAL
9F0 �2
- �
i. SEE AD-1D-0001 FOR ADDITIONAL REOUIREIIFNTS
^ 0 %
-
M PIER HET REOUIRED FOR THE LOADS TABULATED
2. SEEFOR MAJ04UHEIGHT
:.�
E1\E8?03571
�-ID-DO31
Zz
3. 20 WDES -82' MAXIMUM I -BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-1D-0031).
�. ,:•' �/T � ' �C'.`�`
_.........�..:..
11'
At 16
JACOBSEN HOMES
NO=E: 'lim
THESE SKOnCATIM ANO DRATNN65 ME
t4RAxN' :
C.L.Y.
DATE
6-13-95
REV. LETTER:
DRAWING TIRL-
ALT. SPACING TABLES
OF40MAL PROPRIETARY, AND CaeTOE nk
MATERIALS OF JACOM MANUFACAIRING
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
INC. SUCH MATERIALS ARE PRONDW TO THE
KaPDIT rOR 9UM PjtP= ADD MIST EE
DRAWING NUMBER:
AD-TD-0030
PHONE.(813) 726-1138
mi cor wt AND stag rw onm
w
43
opg5
�poo�
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TiEDOWNS
ADDENDUM
TIE —DOWN SYSTEM(S)
SEE NOTE 4 FOR
MA]aMLY HGWT
,., FIGURE 5.0
SEE FIGURE 1.1 FOR RECOMID7IDED TEE-DOrN IMOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THiS TIE --DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2) AUGER ANCHOR TIM A DESIC:H IDAD (TORKING [DID) RATING OF
4,000 POUNDS AND AN IUMATE LOAD RATING OF 6,ODO POUNDS OUST BE USED. AN EQLgVM AT ANCHOR HEEiUNG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYIE CREST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREMENTS.
2 SEE OTHER DETAILS FOR BLDCMGNG (PIER) OUANTITY AND OTHER REOUIREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 2/EXPOSURE 'C': 31C MAx:M:IM HEIGHT
ZONE 2/EXPOSURE '0': 27' MAIOIPJM HEIGHT
ZONE 3/EXPOSURE 'C': 30' MAxATJM HEIGHT
ZONE 3/EXPOSURE '0': THIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE iIE-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND P4 BOTH EVOSURE 'C' AND EXPOSURE'D', HOWEVER, BY
INSTATING THE FRAME TEE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAIL
HEIGHT OFF THE GROUND IS OREAiLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTAWNG FRAME TiE-DOWNS.
�M�_ Y�rr`�r VIv •�ii
�- No.
ENESW
Z
NOTICE ...... ' DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES TNEsE snoncAPONS AND DRACENGS ARE
C.L.Y. 6-13-95
MONA1. PRopollymY. AND CCNno m ORAWING TITLE
UATER)ALS OF JACODSEN IJA)AJFACi=WG FIG. 5.0
m
P.O. EOx 368 Dr SUCH HATERALS ARE PROUDED To THE
SAFETY HARBOR. FLORIDA 34695 RECPgNt roe P°ECM nAPOO AM YUS K DRAWING NUMBER:
PHONE (813) 726-1138 )VT cofmnk AM Slav n= oDE6 AD-TD-0031
44
�t
YA IS . "0 ADDENDUM (�
�ws w . ° R�4�g�
Rs ALT. OFFSET UNIT TIE -DOWN SPACING TABLES 6�
ZONE II & III/EKP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE Il
WIND ZONE III
FLOOR
MDTH
YIN. OTY.
EA END OF
[A WON
ANCHOR
ANGLE
WN. 6
YIN. O1Y.
EA END OF
EA. SECTIGH
ANCHOR
ANGLE
MIN. D
V
\v\
O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
25-4'
2 1
45'
2
58'
26'-8'
2 1
48'
3
37°
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DHi HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
[AVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4D00#
&-30'
25'-4'
12'
4'-0'
40001
20'-30'
4'-0'
40001
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. On.
ANCHOR
YIN.OTY.
ANCHOR
v
FLOOR
WIDTH
EA END OF
N
EA END OF
ANGLE
EA SECTION
MIN. 9
EA SECTION
WIN. 9
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
DBLANCHOR
ANGLE
SPACING
DEL HEAD
ANCHORANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
4000#
20'-30'
154
12'
4'-0'
4000/
25•-30'
3'-2'
40001
1 2.5 -30'
26'-8'
12'
4'-O' I
40D0i
25'-30'
3'-2'
4000#
25-30'
NOTES:
ENGINEER APff► illlrl►A,��
DAPIA APPROVAL•
C: DOC�'''•4APPROVED
BY
1. OFFSET SECTION 1111H THE MARRIAGE LINE WALL D7(TENDuiG BEYOND THE ENDWALL OF
THE ADJACENT SEC1lOH MUST BE RED DOWN AT 1HE MARRIAGE IN
,�`��
LINE ACCORDANCE
VATH THE TABLES ABOVE THE SLDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
Q' h0.
BE RED DOWN IN ACCORDANCE 1ATH THE ALT. SPACING TABLES (AD-TD-0030).
- E G�i
IN A
INC
2 SEE AD-1D-0001 FOR ADgRONAL REOUFtEMENTS
:.` =
fit, '. _ZTL'Ammm
3. SEE AD-1D-0033 FOR MA%IMUM PIER N+1;N,'HT REOURED FOR THE LOADS TABlM1ED
'-.,� �'V
ABOVE
^`
; F~��\��•�`
JACOBSEN HOMES
THESE S>'Eanar� uV MAHYN'GS'.''�IIL1. •ni'llo`,���``
C.L.Y.
DATE 5-30-95
REV. LJ TTER
DRA"HG RILL'
ALT. SPACING TABLES
P.O. BOX 368
CRONAL. PROPMETARY. AND CCNIWTML
MAZIALS OF JA 08" MANJFAC1UM
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
w= TO THE
KWW fOR V[Cnc MAIMALS � NO lust K
IVT CWWRAL NO saET rRN ORM
DRAWING NUMBER:
AD-TD-0032
45
SC►t10�►6NO 10.0" 1 ADDENDUM
.o5 0.1 i " cup 0 1 5 �C(}
`°� sf_ ��c� R j'"LALTERNATE
smo tl
TIE —DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
FIGURE 6.0
SEE FIGURE 3.' FOR RECOMMENDED 73-DOTN METHOD
S! NOTE 5 FOR
MUM NEW
Fl
FIGURE 6.1
SO FIGURE 12 FOR RICOMME = TIE -DOWN MET7ROD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING TMRS TIE -DO] IN, 0770111TiON A S YIE CREST PRODUCTS YODEL 573H (TYPE 2). AUGER ANCHOR WITH A Do" 'DID (WORiD1;G LOAD) RAM OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIN11ANT ANCHOR MEET'NC THE ABOVE SPECQ1CA110NS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES: THE ALTERNATE TIE -DOWN VETHODS SHOwI ABOVE ARE ACCEPTABLE FOR USE N
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ALL MI) ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER. BY
INSTALLING THE FRk0E TIE -DOWN STRAPS AT THE 'OUTBOARD' i-BEAM TiE MAIL
2. SEE OTHER DETAINS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS. HEIGHT OFF THE CROOND 6 GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOYM SPACING TABLES (AD-TD-00201 RECOIJUENDED METHODS FOR IIISTALLING FRAM IE-DONNS.
4 FOR
SEE AD-TD-OD220 AND nAD-iD 0021) G TABLES (AD-TD-0010). ENOHE;;` _` C. DO1� OARA APPROVAL
S. ZONE 2/EXPOSURE V: 32' MAXTMUM KMT 0APPROVED BY
ZONE 2/EXPOSIRE '0% 24' MMU A) M HEIGHT `� �,1S �q F i�
ZONE 3/EXPOSURE 'C': 24' MAWU HEIGHT �;' Q� N0. F�'.2
ZONE 3/E)POSURE '0% 28' MAXIMUM HEIGHT E870 JLN 1 5 TSB
-• INC
90 syg(�iT :�tr4'r-wrnr-+ago
�'� 'rye► � '.�' Aa• • �\ `�
/ V
A JACOBSEN HOMES No17CE: `��',�°k;I,�► DATE REV.UTTER
n¢sc sPEcwuIIDNs ND oRAwws uIE C.L.Y. 5-30-95
MCINAL PNlWKTW AND CnYWim ORATMG ■ TITLE: MATERIALS Of JACOM MAUACAJWC
„ P.O. BOX 368 nc SM YAIERALS ARE PRW= TO 1NE FIG. 6.0 aC 6.1
SAFETY HARBOR. FLORIDA 34695 KOP011 FOR 9'ECFC PJWM 00 WO IE DRANWG NUMBM
PHONE (813) 726-1138 11P7 OOKmUL 00 Mau rXOY OTNmRi AO-TD-0033
46
ADDENDUM
�COR ALTERNATE TIE —DOWN SPACING TABLES
ZONE II&III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
Y
MIN.
W,ND ZONE II
WIND ZONE III
FLOOR
WIDTH
M;N. OTY.
EA END O
EA SECTION
ANCHOR
AN
Y.N.. 9
UK OTY.
Ell END OFANGLE
EA SECTk�N
ANCHOR
YIN..0
12'-0'
2
43'
2
55'
13'-4'
2
50,
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
HIND ZONE III
SPACING
De HEAD
LOAD
ANCHOR ANGLE
SPACNG
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
HIDTH
EAVE
OVERHANG
12'-0'
6'
4'-C
37501
20'
4'-0'
39001
22'
IS-4'
6'
5'-4'
38501
25'
1 5-4'
39601
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
YIN. OTT.
EA END
SECTION
MOOR
ANGLE
YIN. 6
MIN. OTY.
EA END OF
E.A. SSECTIONYIN.KB
ANCHOR
ANGLEFJL
12'-0'
2
64'
3
47'
12'-0' 1
3
37'
4
33,
13'-4'
3
42'
3
55,
13'-4'
4
1 30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WINO ZONE III
SPACING
DEL HEM
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ARMOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
I2'-0'
c
4'-0'
39501
25'
2'-8'
39301
20'
13'-4'
6'1
4'-0"
39601
25'
2'-8'
4000#
30,
THIS ALTERNATE APPLICATION REQUIRES111,401000 POUND ANCHORS
NOTES:
I. SEE AD-TD -0001 FOR ADDITIONAL REOUIREMENTS.
2. SEE AO-TD-0036 FOR MAlOYLIM PIER HEIGHTS REWRI D FOR THE LOADS
TAMU70 AM
ENGINEkLll_\PR(e. . •)QF il�
'`�4?r�C�ISTFR �%
�
N0 F� •'
— ENE3703571 _
DAPIA APPROVAL:
APPROVED BY
7NI*PINC
3. YAK SAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS WITH 95 1/2'
I -BEAM SPACING, 96- YAAMUY SIDEWALL HEIGHT AND 6' YA3=M SIDE
OVERHANG (6' OWWANG MAIL EA0i SIDE OF UNITS
-
% �OF 9
''� '� N•'' \ ���
'
�[RxrvnrAc�roi[
WaT �Aios+Rttti�pVr�
JACOBSEN HOMES
low P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE •FF;
TNEsE sF'EOr"T NS AND DRAMNCS ARE
ATE A1. PRFJA OBS AND 0OHF1DETitTAL
MATERIALS of dACO NX MAN= TO THE
VIG S1FLN YA1ETCt15 ARE PR01t0ED TO INL
RECPOtt RR SPECnc Fifto No "I K
PVT C0+6WRk NO SECRET FRa OTHERS.
I pA$m :
C.L.Y.
DATE
5-30-95
REV. LETTER.
A
DRAWING TITLE ALT. SPACING TABLES
DRAWING NUMBER
AD—TD-0040
47
����o�s
�000�
RvQ� ADDENDUM
ALTERNATE
TYPICAL. CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
AMU ANTE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMEND® TIE-DDIN IEMD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
KAMM HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONF'IGURITION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AGER ANCHOR TM I DESIGN WAD (IFDIG C LAID) RATING OF
4,000 POUNDS AND AN ULTDIATE WAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVBm ANCHOR MWE m THE IBOVE SPDCITCATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IZU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANRTY AND OTHER REOIAREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOYBN SPACING TABLES (AD-11)-0035).
N. ZONE 2/EXPOSURE V: 38' MA)Q6RUM HEIGHT
ZONE 2/EXPOSURE b': 28' MAIOMUM !EIGHT
ZONE 3/EIFOSURE 'C': 28' MAX3IUM HEIGHT
ZONE 3/EXPOSURE b': 28' MAXIMUM HEIGHT
5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE N
ALL WAND ZONES AND IN BOTH EXPOSURE 'CC AND DVOSURE V. HDKVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' HBEAM THE MAIL
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OWNER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALSINC FRAME TIE-DOMNS.
,�`, �jD` ....9
Off' \SF
5 TA
F �YQ.F..*
Ol,. ..'. aG
DAPIA APPROVAL-
APPROVED BY
IN 14 INC
cw �.•o• «�wcns+rr�Nw
JACOBSEN HOMES
P.O. 80X 368
N0m m -"AI,,li
1TESE sPeNmuTIDNs �a au.Ncs AAE
DINONAL P*WKTA". AND tlDlrMIK OF
WUATUd ua FACTO INN[[
,R{�¢I%1'I C.L.Y.
°A 5-30-95
RE"Enrk
/�
A
TI�WE:
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
Kapoff TDA gm Affm NO'M [
DRAWING NUMBER
PHONE (813) 726-1138
W7 CON WIaL A10 YOIET" M 0rom
AD-TD-0041
48
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL V
SEE DETAIL
llETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL `B'
L
-BEAM
LL DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
� affl�_*
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PRQO„�q,t RN,,AT LONGITUDINAL TIE CONNECTIONS ALSO.
Srl(�'['
NOTES: Tml • P�VR_' tRF c DAPIA APPROVAL:
. 4 No. o APPROVED BY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 y}
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. —
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % "fl STATE OF : �zIN p
WHERE THE ANCHORING SYSTEM REQUIRES THE USE : �O '•.• / P. �' 5
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �'�, �F IA�•' ���`
Hxm mmuFACRIRED ROME
I' Z itdtdR�
ME D AND !F FlED OTHERS NOV 2 4 1998
JACOBSEN HOMES NOTICE DRAWN BY: DATE REV. LETTER:
THESE 5PEpFICAT101tS AND DRAHINCS ARE M.T. 11-18-98
®®� ORONAI, ILIaRUIMIART. AND CONMUITIAL DRAWING TITLE:
P.O. BOX 368 I�
rM,15 OF JACOBSEN WANVFACTURNG MISC, E—
FL'J1
SAFETY HARBOR, 'FLORIDA 34695 INC. SUQi YATMALS AK PROVM TO TIE
RECP9Y7 FOR SFECEIC PURPOSE.3 1N0 DUST BE DRAWNG NUMBER:
PHONE (813) 726-1138 KEPT C04DE nk AND SECFET n W OO£RS AD—TD-0050
a
4V
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
1YND ZONE AI
FLOOR
Im D1T.
ANCHOR
1Tik DTY.
AHaoR
(; �Q s�
1�y0
WD1H
u EN D OF
u sEcnoN
ANGLE
1Trt1. B
EA DO OF
[A SEcnEr1
ANGLE
10N. e
36-8'
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
VAND ZO!4E A
WIND ZONE III
BOOR
WDTH
EAVE
OVERHANG
�i1°Nc
�•
LOAD
1,11M ANGLE
SPAONc
DBL�
ANOtGLt ANGLE
30'4'
6'
6'-9'
3150#
41-46
5'-5-
315Oj 1
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND Z014E A
Wif;D ZONE Al
�O s�
FLOOR
WDTH
IOTT.
EllL END OF
u SECTION
E
ANGLER
tr>K
OTT.
EA. DO OF
EA.sarctlDN
AH DO
ANGLE
GLE
UKe
30'-8'
4
-tL
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE Q
WIND ZONE la
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DBE. HEAD
LOAD
ANCHOR ANCE
SPAaxc
D��
ANCHOR ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
31501
49-52
VANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.l_
H1EF. cALLx G �l¢- (o
,`,,T111rILrrr,,,,
NOTES:
I. SEE FULL ADDENOUu FOR ADDlTIOHAL REOU1REUEMTS
EN?,N.[ 'p�
�•CY�.
No. Fo ••
DAPS APPROVAL,.,..MAi� 0 S Mg
APPROVED BY
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATEO ABOVE.
910334
* _
ooe —
IN
-� �. ETAT E OF
,•'�, � .51 �
PINC.
rtaArLMwv.clut0wc
o0�anuclarAbwmr;waAa
JACOBSEN HOMES
.
P.O. BOX 368
„ SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICLY
THESE spconCATM AM MAWM ARE
ORIONAL. PROPRIETARY. Ally CasTOEN1IAL
MATERIALS OF rAtoesEN YAAgJiAtAIRW�
W_ SIXN MATERIALS ARE PRONDEO 10 TIE
RECPaNt rot sacm rwirm Am am Lq
IM CamOCHTlAt no scan rRoM 01"m
TRAWN BY:
M.T.
DATE.
2-8-99
REV. LETTER:
DRAKINC TITLE:
NORM. SPACING TABLES
ORATSTNO NuuBER
AD—TO-0070
�� 50
L5
or 1L00—(IL—OV muo vow 13" aw ivu►13 L#W idn K 11-9LL (Lit) 3NOHd
:OWN JNMVHa 38 Wo ow smom d 7lwi iK3m3a 969ti£ V0I8014 'UO99VH LLINS
VOL ONd 0'01 S3b(191j ,v yr A SNDMVM es£ X08 '0'd
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14LN,,: • �O 31`d1S •':do 's1N3fr3 W3a IVNM00Y 803 nnONM TWU 33S 'r
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tr££OT6 '03 n3a SdMS WOO-3u lYKE19NOI 30 AI[WnO W3 0L00-a1-QV 335 z
AS a3AOHddd ? I S �a,�;� � = s WI 3NOYdS WJ OLOO-al-OW 3.3S 'c
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(�dw 01L) �'0T RUM III 3NOZONIM 0Y31 aD11W L7B
Ah— TOW aDm TIN m1DNU
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S65Y11D —�
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SONOUS 000-34 ONNOHS
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WRISAS NM.00-all
WRGNHQQV
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES � &,
ZONE II & III/EXP. C & D 10'
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
F100R
MIND ZONE d
MIND ZONE III
IDFt On.
AH010k
IOH. OTT.
ANRiOR
�O v
WIDTH
EA END OF
E0. S ECTION
ANGLE
UK
EA. DO OF
EA SECTION
mar
teFL 8
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
MIND ZONE n
WIND ZONE III
DBL w-A
LOAD
Lola
ARM old
SPACING
IN I
ANCHOR ANGLE
154
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
31501
1 42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
O
(;
AKIN.
VAND ZONE II
MIND ZONE ill
FLOOR
WIDTH
A on.
E0. END OF
EA SECTION
AN ANGLE
ANGLE
111N B
L1DL
EA DOO OO F
C0. SECTION
ANCHOR
ANGLE
HILL @
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
MIND ZONE 0
MIND ZONE III
SPAS
DX ."-
LOAD
ARM}%lB ANGLE
SPACING
0 0AD
ANCHOR ANQE
15'-4'
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
VVINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REEF. CALLS. h,. � _ � 2 . (i1 _ fG
. tuulurr
NOTES:
I. SEE FULL ADDENDUM FOR ADDI7ID4AL REQUIREMENTS.
2. SEE AD-TD-OO73 FOR lIAX1LfJM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULA7ED ABOVE
3. MAX EAVE OVERHANG RETT:RS TO OVERHANG AT SIDEW'ALL NOT FRONT OR REAR.
�. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
I -BEAR! SPACING, 96' L(Ap11UM SIDEWALL HEIGHT AND 6' MAXUUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
ENO Ov
���
No. a •.
91033400
'
STATE OF •� �v =.
''• �+
�'.��'•• •. Q �'' ������
i
DAP1A APPROVAL -
APPROVED BY-
ONrP INC.
n°�"'"""'�'017�°1O`�
JACOBSEN HOMES
®
P.O.eox 36e
®
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI III#
iNESE SPEWCAMONS AND MOMS ARE
ORMAL PROMEIAR" AND w�oENna
WAIERIALS OF 4kCOBSEN MAMFAC7URINC
W_ SucH MATERIALS AK PROVIDED To TNF
R aOl FIN 4CCM Pjml NO oust DE
mpI ccNnXNrX Arlo SECRET rRou otNOls
ltmiwBy.
M.T.
DATE:
2-8-99
REV. LEVIER:
DRAWING TITLE:
NORM. SPACING TABLES
DRAMNC NUMBER:
AO-TD-0012
W,
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
LWC PER AD-1D-0012 Mal PER AD-M-0012 TABLE PER AD-M-W12 TAKE PER AD-ID-02 TARE PAIN AD-TD-M2 TABLE MAX,
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 10.2
SEE FIGURE ZO FOR ALTERNATE 71E-DO;IN METHOD
IT FIGURE 10, 3 WINDZONE III
OF HOME (M.) (110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE TIE-DOU 1MD 20 PSF ROOF
10 PSF D.L.
REF. CALCS �„� _ 92. �r ^ 92 • lb
SEE NOTE 5 FOR
MAXQ HEICHT
NOTES:
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES.
2. SEE AD-TD-0072 FOR QUANTTY OF LONGITUDIAL TE-OONN STRAPS REQUOU.
3. SEE D1HF1L DETAILS FOR BLOCKK (PER) QUANTITY AND OTHER REOUIR£MENTS
4, SEE RILL L ADDENDIA FOR ADD ITNAL REQLAREMENTS.
5. ZONE 2/EXPUSLIRE V: 56' MAX" HEIGHT
ZONE 2/EXPOSIX V: 56' MAXIM M HEIGHT
ZONE 3/E)Q'OSURE V: 56- NAXIWJM HEIGHT
ZONE 3/0POS IRE V: 56' UAXIMUM HEIGHT
U!'r.&STE�q
910334
STATF_ OF
JAC O B S E N DOMES
WSW SPECBTCAnOWS`M� ORAa ARE
ELAD
ORaNAL. PROPRIETARY. MO OCSTi7E)iTIAL
-
DRAWNG
P.O. BOX 368
MATERIALS OF ,NC08" MMWACTURWtG
�,
SAFETY HARBOR, FLORIDA 34695
�T Fat � x wN�s AM V= �
DRAY"
PHONE (727) 726-IIM
FM CCNFOR& M0 SEaM FROU OMM i
DAPIA
M.T. 1 - -_ 3-1-99
FIGURES 10.2 AND .10.3
L AD-TD-0073
53
ADDENDUM
�g�5
��'�' ���• �,
OFFSET
UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D 11 Q ,111
LONGITUDINAL TIE —DOWN
SPACING TABLE
(+�
MIN.
WIND ZONE I
WIND ZONE M
FLOOR
WL OTY.
M1CHgt
ML CITY.
mam
WIDTH
EA. END CIF
MaE
EIL END OF
ANGLE
EA SECTO
WL A
EA SECT1011
WL
12'-0'
3
4T
3
61'
13'-e
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MA1C
WAND ZONE I
WIND ZONE N
�A°"�
MIL LDS
ANCIiON AH(iE
sP 1c
�
MOMA11cTE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
'12'
5'—O'
31501
40'
4'-0'
31501
39'
IS-4'
12'
5'-0'
31501
41'
4'-0'
30001
40'
15-4'
12'
5-0'
31501
43'
4'-0'
30001
42'
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
WIND ZONE I
WAND ZONE II
WL QTY.
ANCIM
MIN. QTY.
A"OR
FLOOR
WDTH
EA. aF
MNiJ:
FA END OF
A
0
EA ECn
SEColl
Milt B
SE
ECNIDII
tite
12'-0'
4
45'
4
60'
13'-4'
3
45'
3
60'
15'-4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MAN.
MAX
WO ZONE I
VN0 ZONE It
SPACINGt
ARMAN1iE
SPACIIG
DOL LOAD
MIONOi1 AINZE
FLOOR
W1DTH
EAVE
OVERHANG
12'-0'
12'
4'-0'
31501
40'
S-p'
30001
38'
IS-4•
12'
44'
30651
41'
3'-0'
30000
39'
15-4'
127
44'
3001
43'
3'-0'
30001
41'
NOTES:
A � - CacG5, L^_- S� - 1-6�01- j6. �z EDOW Wes. �4r,� ♦ �. cucs C- v— 1 �•G -
C,
1. OFFSET SECTION PATH THE MARRIAGE LINE WALL EXW 0 4 OEM TIE ENDWALL OF .�;�G••' {Fi� pit
THE ADJACM SECTION WJST BE TO DOM AT THE MANAGE LK INACOORDANC£ � • � �� C� j'•.,1j ♦ice
�W : 1
S V V C D BY
IMTH THE TAUB A1N01E: THE SDEWALL SIDE AND THE ADJACENT SECTIOH(S) ARE TO
EE T1ED DOW IH ACCORDANCE TNTH THE HUNK SPACING TABLES (SEE AD-ID-DOIo '
JUN � X
FOR 12'-W
A 13'-4' TADES, AND AD-TD-0070 FOR 15'-4' WDES�
2 SEE AD-TD-M FOR ADDITIONAL REOIIIREIIENTS.
• * STA D N�;
INC.3.
SEE AD-1D-MBI FOR YAZILIM PER HENGNT REQUIRED FOR THE LOADS TABULATED `^ P..• Q ��
ORVD.•
I
yAZ
AWE
.
f4,�4`• LMANUFAMMHOME
'u CTIMIANnSAFEMW
HOMES
mx mom +� t: o���°���•T. ��
NOTIMJACOBSEN
6-8-04 � ��
�®
P.O. aox ase
CIaaw., PRdPgETARY, MO DRANL4NG nnE
� „AV """'F m OFFSET SPACING TABLES
SAFETY HARBOR, ) 726-1138 95
W.
I No mmw AD—M-0080
54
ADDENDUM
5
14
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING DE -DOWN SPACINGS
FIGURE 11.0
SBa Fi M 4.0 NIQ !L4> UTB 73-DON KIMIDD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
YA1011UY Imff
[TMU3 al AD-m-m QO_tlOI WLY
M MN STANM 1ua-WE SMW
OF THE WT -SEE WE % AD-m-M)
IF 4_ ANm AM --1 It• M 1• IR M aE
AMQE ANGTE Marcf , C q" •PG
FIGURE 11.1 -su-14,4N-14,a
SO MM &I )�0)Z �ut>DtM M-Domso
TV.
ANCfi01t ANfif-1 `t
�C 4, 19 I
FIGURE 11.2 ,
NOTES:
ENi1VAlO� *:;J
DAPfA M'PROYIIL
1. SEE AD-M-0080 FOR SPAM TABLES (UFPSET SECTO ONLY]
�: ' �� ,=; � .. �
.•'' C °�
PPROVED BY
2. SEE AD-M-0080 FOR DUANRY OF LONGiMAL TE-00MM STRAPS REOURED.
(WSET SECTION OILY)
o. DO 548 '
JUN
ISEE 01HER DUALS FOR BLOCKING (PIER) OUAM11TY AHo OM KOUIREIIENTS.
;'
4. SEE AD-M-0001 FOR ADD110M REAUMENTS.
D�' o
�
INC.
5. ZONE- 2/DPOSURE 'C: 4e MAX"HWff
ZONE 2/EXPOSURE b : 40' MAMM HEOff-36' FOR 12'-0* WT5
, (� � a
9� ��'.. �� ., { T 4� q� a �® �� a�
CO
ERAL HUfACTURED HOME
TRWTIONAND SAFETY STANDARDS
ZONE 3/DWOSi1RE C: 48' MAXYIUM HEIGIR
ZONE 3/EXPOSIWE V: 4(' MA)" H8GHT
sp �� ; •`..... • • •�\�®°a
J.ACOBSEN HOMES
�1°rlcm P`° �
1H� sPEaFx.�T�s AM a�,►raxcs AM0WHM,
�AroM.T.
DATi 6-8-04
REY, LE11FR
P.O. sox 3sa
� Aso CMEMIK
MAIUM OF 4WOBSEH WMWA.CT1 =
DRAWG M'
FIG.
11.0. 11.1 & 11.2
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
IiG m mom w MUM 10 THE
iEi W FOR SlWK ROM AM MIST If
Vet COMEMAL AD FRET RVA ORM
DRAWM NLWM:
AD—TD-0081
w
ADDENDUM
ALTERNATE 'OFFSET -UNIT TIE -DON SYSTEM
TYPICAL SIDE ELEVATION (W/ OI FSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
XQU—SIL
1. SEE AD-M-OOBp FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD—TD-00W FOR WAN" OF LON4TUDIAL TIE—DOM STRAPS REQUIRED.
(OFFSET S£CTIQM ONLY)
3. SEE OTHER DETM s FOR BLOCKING (PIER) QUANTITY AND MER REOUIRENENTS.
4. SEE AO—TO-0001 FOR ADDITIONAL REWIREMENTS.
5Ef C.4[0, K,
,j —
SECTION
4,
910334
� ®ed Tit
sTATe OF
I
E;
STRtlG?I�F1AwL SNFE!'T ui�:G.�n:,$
JACOBSEN HOMES T#E$SPEGWWASE DRAXINCS ARE DRAM BY.R.R. DATE. 5-9-01 REV. LETTER;
CRIMI&L POMETART. AM Ca#MIIAL DRAWING TITLE:
P.O. BOX 368 MAYEMALS OF ACOM W"AtTURM FIG. 12.0
SAFETY HARBOR. FLORIDA 34695 �� OR �� ARE�a AM W51 �
PHONE (727) 726-1138 PEP[ COArMIat AND 3�CI3E1 FM OnM �A NUMBER AD-TT)-0082
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES
1Q
ZONE II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
�+1
MIN.
WN ZONE N
WIND ZONE I
FLOOR
WL On
mom
Mx an
ANam
�.
WiD1H
S OFANftE
fA SECAai
Y1l 8
Ell OF
Ell �CAOIt
0
ANtiJ:
Yil A
O
r�
26'4'
3
41'
3
53'
�j
30'-Ir
3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
WN.
MAX.
WIND ZONE I
WINO ZONE I
W1OO
04QtW
SPAM
LDABEL WA
MOM ANU
SPAM
IL WAA40
LOAD
O MOE
26'-8'
6'
6'4
31501
W-50'
5-C
31501
40=50'
IV-8'
6'
V-8'
31501
40'=5O'
11 5-4'
31W
40'-50'
LONGITUbINA:L TIE -DOWN SPACING TABLE
e+�
y
ZONE 1
00 ZONE M
FLOOR
roalllyi
AN=
MaE
ULon
EA.Em ff
AMm
AMIXE
W9DiN
mlm
tllyl 8
Ell SECIR&1
M?i
26'-8°
4
1 41'
4
52'
M-80
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MR
Ma
MND ZONE I
IIAND ZONE N
S'A�
�
MUESPAM
- WA
mom mu
FLOOR
WTH26'-80
OVFEAVE
6'
5'-4'
31501
40'-50'
44
31501
40'-4Y
30'-8'
6'
5-4'
31501
1, 4T-50'
q'-0'
315DE
40'-45'
(110 MPH)
20 PSF ROOF
10 PSF D.L
RE. C&M511 _
���su.0
NOTES:
EN l� : ;
iv"j�Fla
DAP1A APPMAL:
APPROVED BY
1. SEE ML ADOE1ft PoH A 01MAL REGOIUENTS.
� • G t�`': y
t ND. 0045484
2 SEE AD-m-M FOR MA)a N M HEif?i15 REGURED FOR THE LOADS
TABIUM
ABOVE
.�-rN
• y
INC.
HOME
Gx6 '
`•
FEDERAL. MANUFACTURED
CONSTRUCTION AND SAFErf SIANDARUS
j��0 e���
JUL 2 7 (104
JACOBSEN HOMES
MI
REM VEDFI NO MAM= ME
MAIN Or
DA' 07-20-04
RED ffn[R
DRAINS TILE:
108' FIM SIDEWALL SPAaNG TABLES
P.O. 86X 368
UvroSAFETY
Mmm- MWKTMY Am mmms(m
MA70US OF ""'""
HARBOR, FLORIDA 34695
PHONE (727) 726-1138
FO x AM im �
WT cmwmnx me SIMI 1Rm Mm
DRAING WNSM
AD—TD-W83
57
TYPICk SIDE ELEIIAIION
SNOWING TIE —DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SEC'RON I I III
%iowING TIMMS TV. RM SM-7 >,P.
N
ff HOIE .
ANCHOR mu mm ANOIE
FIGURE 10.1
�. cam C 5v —lp
M NOTES FM
VA>orul WN
,o(— I,9,, z
YMNOZONE 0
(110 MPH)
20 PSF ROOF
10 PSF O.L
NOTES:-;^,..
1. SEE Ad-1D-0083 PAR SPMYIC TMM
.�
:: �� G�P�1F ' • ��.
�..., ,........r
APPROVED BY
2 SEE AD-7O-0063 FOR QUANTY OF LWdTUDIAI X-000 STRAPS REQUIRED.
�
ISEE OCHER OETAIS FOR BLOCIONG (PER) OUANMTY AN) OM REQutREIE]iTS
! r
„
4. SEE FULL ADDDON FOR ADDITIONAL REQUREMENTSINFP
5. ZONE 2/01POW %- 36' MOWN HEIGHT
ZONE 2 If. Zr MAXIMUM N7IiIi
� ��: Q' !
FC ORI�;. �
i �� C.
i
ZONE J/b V. 3r MAXNRIM HEIGHT
ZONE J/b 1RE V- 32' MAXMUM HEIGHT
� '� `y ��,'
�i J % ^ �. ��
'+•,,�N.a��'
FEDERAL. MANUFACTURED HOME
CONSTRUCTION AND SAFEf Y S IAM)ANUS
6. ALL SPEtiFlC.ATIQIS ARE BASED ON 20' ROOF ANGLE MAX
_lilt t ry#
JACOBSEN HOMES NO7 _. ....
„+� sPe�ltats �r�s AiE , • . M.T. 07-20-04
I.
atU PA. PROMM . NO OOMCO & DRANK 1W."
P.O. Box 368 *ATOMS OF JACCOS" """ AC1UM FIGURES 10.0 AND 10.1
w- sxst mAMWLS ►A[ PWM 10 1E
SAFETY HAROOR. FLORIDA 3+695 R31w Fat 9mm lul m AIO mU r DRAMNC
PHONE (727) 726-1135 UK CoaUft Iwo 5=7 aril ONOM MM49, AD—ID-0084
58
ADDENDUM �z
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES
�� 0
ZONE II & III/EXP.. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+'
MN.
WWD ZONE i
WND ZONE 19
FLOOR •
i. o1r.
Af1m
OL CM
Aft
WU)Di
Ek END Cr
Aw
EA DID IF
MaE
Eel SECTION
Ybl 0
EJL SECibi
Yel 0
2S-4'
2
58'
3
43'
O
24'-O'
2
62•
1 3 1
45
_ VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
RN.
VAX
- 9AND ZOW II
YARD ZONE 11
SFAOM '
ML WA
Lora
mom mu
SP,�
m_ "
IN
ANm AMQE
FLOOR
YAD1H .
EAVE
OVER mG .
5-
5'.
6'-8'
.3150I
49'
v-4'
300
45'
24'-0'
6.1
6'-8' .
3MI
49'
V-=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
AWN.
WIND ZONE I
NO ZONE @
FLOOR
lkK
Ati
WiD1H
IDDoo<
k
DO
EA a
fYF
ANw
r
�O
EAt SCTCIi
YM. 0
EA SECOOM
YVL i
13'-4'
3
48'
4
43'
24'-0'
3
5T
4
.45'
�+
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
►UN.
)Ut
WIND ZONE 1
I ND ZONE 19
gAONC
D' WA
Lm
ANQ17R ME
SPAOIIG
9' H.iD
I=
lAoIOR mar
FLOOR
EAVE
OVERWG
2S-4'
r
6-4'
3154.
47'
4'4
31m
4T
24'-0'
6'
1 5-4'
3w
47'
1 4'-0'
31501
4T
108MAX 9DEWALL HEIGHT 1NNDMNE 0,44
(110 MPH)
1 20 PSF ROOF
10 PSF D.L
REF. CALM
ti
NOTES:
„ `=O rr
0" APPMAL:
1. SEE FULL ADDENDW FOR ADJi11M& REWFiE AXM a
V�i��`F•�R ��,� ✓ •��
APPROVED BY
2. SEE AD-M-WN FOR MAIGM M PIER EtEW REDO REWFOR THE LO a
��• -lit •� M
Dec. 13,2006
TABUJIIED ABOVE.
.�
I N�.
•
y
: ✓•�/�l G G� � �
iEDER�I YMOFACIUFD MOTE
A. `• �i y
COIISIAIICfIDM MOSAiETY STMDARDS
JACOBSEN HOMES
THE%VW=W6AM DUN= AM
® R.R.
°AX 11-28-06
`�E' `ET1E"
DRAYAtC 11TtL.
108' HIQi SIDEWALL SPACING TAKES
P.O.eox sae
FAP
WMAL IRCPAYtAAL AND OOF:Td I&
1uIDNAU OF AR OM NA1UiIACFMIMC
r� ""' ► bM t0 tMt
SAFETY HARBOR, FLORA 34495
P►+. t 72s-11aa
M MMW IM tA41fIC F++VM AND KW iE
mx� Ay
wt e mm Fm coos
DRAW4 R NBER
pO—M-0085
59
109
• 98o0-m-OV �wo.wuoswuuoa.a»a acu-szt (tt[) 3Not+e
dMM 71wnn 1n um aw gory moms um mm L69rt v o aN al3ivs .
>w m COMMaw sNUKTR I= "A: of aNY a� s . RE *K MO � m 7�Y/Adld wm O
4o-8z—�� •ba IPSOMONOrracarxtCM3nG SaYfOH NaSSODVf
SO IN 31YO stet3�ilON
'JAM TWIGM
•: �'T�,•'�(�lGiii�y ••�a�l *• -on .901 ow xrn 30W "M At mo Me 3ml SNmv3LX"3 & tw
sanrarrs usws amrouaAu�a . � � .
teno
n wmvpl .st .a. xvwda(c anon
maa rrsr.o,waaai !ftl[iN PIMV* .w 'A 3 WdX3/t MR
us -
1 dao] LN.
N ...
CrJ o!�I r zlx3n31ano3a MO m+ uu (noIM coo�e ro�SWLV Yir�ao c
Aa 03/10bddY r ::> `. •>'? L 13t1110311 S&WS I#M-3a IVOU&M !O U M rO WJ S>3OO-Ol-Or 3Z z
�e N> .•JI�)1y.- Q �.` s31Brt ona►a mu S9oD-Ot-Or 33S t
=1+r�otre�r wru Ei � 0.
TO Ad at
AN Ad a
(No Olt)
mozom
teat+ XML
101110 ail �
smmi
1*01 MOM
VAM ties NNW tILK am w
.0'01 allf OId
HIM NAM -all
WflG RGGV
SWW[L DMIAONS .
NDIMS SSOW lnldkl
SMVdS ti W-X % U M
NOWAM -:W IYOWI
ADDENDUM
(108 PIDEWALL) *_z
NORMAL TIE -DOWN SPAdINC TABLED &
ZONE II & III/EXP. d & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(SIN,•
*FLOOR
TH
MO ZO!(E It
" ZONE a
Ek V
U M
toly, AM
ie
dir,
Eel �t all
F
!2`-0`
2
53'
3
40'
13 -4`
3
37' 1
3
45'
15-4`
3
45'
4
40'
VERTICAL TIE -DOWN / FRAME TIE -DOWN PPACING TABLE
VIN.
jLOO
VAX
OVERHANG EAVE
WND ZONE H
00 ZONE AI
spA*
VAX
Aom lW At
SPA*
VA�
k4m AW*
12'-D"
6' EACH SiDE
5'-4'
7Y
35' TO 4O'
5-4'
387
45'
13'-4'
6r EACH SUE
5-4'I
w
35' TO 40'
54
42' 1
45
154
6` EACH SK
T-4' I
80`
40'
64
41r I
45'
LONdITUDINAL TIE-- DOWN SPACING TABLE
oN
FLOOR
ZONE 11
ft ZONE IN
on.
Ek E* OF
EA. SECn011
w @
DTr
EA E$D OF
EA. SECA011
a
e
3
M'
4
4(r
131-4`
3
52'
1 4
45'
15'-4`
4
44'
4
56'
VDRTIGAL TIE -DOWN / FRAME TIE -DOWN OPACINU TABLE
w
FLOOR
V
EAW
o Z*f I
ft ZONE Al
SPA*
v x Plot
+ A)aE'
SIA*
ykm
MOW A*U*
12'-0"
6 EACH SIDE
4'-0'
72b
37'
4 -0'
34'
40, TO 45,
IS-4'
6h SIDE
4'-0'
72b
4O'
4,-0'
38"
49 TO 45'
15-4'
J_6_P'E'A_'6FSlOE
4'-0"
80'
1 40'
4'4
42'
40' 10 45'
NOTE: VjHEN ANCHOR ANGLE FRCO VERTICAL CANNOT BE D
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE 15 FOR HOMES SET 1N FLORIDA)t��,' " •�a
���.,.�.d
1. SEE FULL AWft4 FOR AWRONAL ii£OURE+ItiE11TS
2 TABLE BASED ON Aho oR *MK* LOAD OF 3,1501 AND DLA 4W DE TO
OPPU9TE
. VAX EAVE OgERHANO REAM TO OVERHANG AT SDE*ATt NOT TRONT OR REAR
4. AB O TABLES APPLY TO 144' 160', AND 184' FLOOR 1p TN 96 1/2'
L- E SPACK LOB' IIAmYL1 SOE*k1 MXMT A4D 6' 1A� uv SCE
OVERNMO (6' OyERHA1'IG FLAIL rAoi sm Or t#rl
5 STD g�� AREA, RIIEE*AL ETFECi� �I ft L 29, LIMAL
Mr-JACOBOEN
EN A; �C�,1 •;
ti � r. �i! : ✓
• C' ••',
� •�
mil')
•,Ey Si` v!_ n�• y
a „3 •• `4� �
•.'S� '•.;t�-f r AVv'�% z`
+,Ii���n�` •...• . �i �4��
DAPIA OMVAL:
APPROVED BY
LZ,ZOOH
Md S
AINC.
IFtANUFACfURED HDME
CONSTRUMONMDSAFETYSTMDARDS
HOMED
® P.O. Box 30
SAFETY
PHONEE((727) 726 FLORIDA 138 95
���,� � LEA 1� �
"o%s ft
�A A�.
F >XwNoAF 4k5 Ark O
9101 AIDi45 Yi PgONAO1FpD 70 Rq
arm ildlnaLM Bp g srpdJ �
°A `ATE:
D.V.T.a�T
Iz-It-aZ
REV. LETTER
.
DRA c nTLE NOR SPACING TABLES
DR G AD- TO-008z
61
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
Qr. SA LE?tcttf , OR. va IL> m
fff. s/. !om . , W. 3/■
Trio Flu SHEARI &S 1 1 TMV ?9A 3IEA&NA LS f
(ALL XTUAr VS) f i R i AWM f
��n o[-oc�trs
lose
Tr
5m NOTE f IRt His 1 3m mm T sm NOTE 1
sa NOTES 2 RIO 1 � A
sa lim 2 me IA
PER REQb
mDO0
TH! LOCAT10d INSID ATTIN T,HSLo;ATMK THSS LO 1 Q1
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOHM, THIS DETAIL APPLIES
TO All. SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
0PALMANUFXTURED
i410Y1tt
L W-OMWtS KOXI D P W:X � t[-WN Uw MAT It /ACA= W �• Q�OVED BY
fxai,o MOM Tu ee RAPED f % M ILr "n U of �713/ (71W M50 L401 E
(3M f0-ICHW (W-GX9X Wn'q VW WM W OtW�O� ollw1 B 10 �
L M4iH1 A 1'iQl AT Vol [XJ fiE Anels rpt, aCTj .. : INC.
(wef ream AT txAi f}o or WS13 mcmEms cr �-ow+ %W.W hzava cxrsl 91dsm 1 'I
>< >I 0 Si[M L:S LOCATED *vK A W KAM M IWIT Omn-W ug ho � ; W.• i
K- O [�PoSOt �1 AK 1KOLkW a (ALL s"Ql oo-rnulM ALL Wf3 :s ,Q • 4 HOME
lio�} STATF_ 4FNAfASAFEnsrAAOAROS
RK
JACa�35Ei� HOMES wart 00 �-_-""R.R. 02--01-00 -,,.��
OAC�4. f#Wft AR+f, AM •. n
P.O. tox Sea l(AraLkS ar A=" ryKlMO��ryp�y��p r � 5/4Y TIE�PIER . REQ. jUS
WETT NARSO& rLORIOA 31e03 M V Ea �c �a�++r: wo �f
PMONC (727) 720-1136 fir.MrriiStAl ro L¢ , rA edam f%iA�+G Et►tet7i: .
AO-To-100
62
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS
COUNG MAY BE FIAT OR SLOPED
SIDE VIEW
1 1/, X .OV 'RE -DOWN STRAP
COFDNWJS WWI JOISTS.
END VIEW
M PLF MAYIAUM SHEARWALL
DEVVi VALUE (PER WALL)
1 1/e x .03V rf-cDWN STRAP
CONTINUCJS ARCJND JOISTS.
NOTES:
MAL�'
DAPIA AAPRDVAI:
T. GtOI" A404MS TO BE RATED FOR AN ULTUATE LOW OF 47151 (3150 DE9p1 LOW)
. ;.
APPROVED BY �
(SEE AD-TD-L\rol (1D-GFKRAL ROWS) FOR NOTES ON CNWSI tDUND ADR IKSTA11Ana1.)
i A5TA1 A PEi AT EACH
_-
..
END OF THE SHEARNALL JOISTS (PER 1!i ARC1E DETAILS).,o0ori
=
3. MEN % ARVAM IS LOCATED ADM A SOLID 11EADER MU TEK W CROSS-UDJUP.) NO
TE-OOTV
/Z =
STRAPS. OR PERS ARE REOIAR D (ALL SHEARWALL CONFILLBATIO.NS� ALL ZONES
AND ALL E)P ORM).
a. TE-DCYN STRAP REQUIRED AT EACH END OF JOt575 ALL DB- Ohl CONnGuRAMONS.
i ✓i. ' : ' '.. � . ' • . � �N Z'�
�j �' �� ' •..... •'�\)
IiDEIUi�wg71C^.tr: rv[
S. COUNG S�i(Nli FLAT T OR SLOPED CWNG MAY BE USED.''�Aui%%IIIIFI!It
`�
'AL
6.
FULL Tti1OTH SHEARWAUS ARE SHOWN IN TIE DVAL ABOW- HOKVER, AHY LDICTH
OR CONFIGURATION SHEARWALL MAY BE USED.
JACOBSEN HOMES �
NOTICE:
• THESE SKOMAVOKi MID DRAWNGS ARE
DRASW BY: R R
DATE Z-6-9F>
REV.IETFER:
E_
011GWA, PROPRETARY, MAD CWUtNTAL
DRAMINC TITLE.
P.O. BOX 366
MATFJIJLs OF JECOO N UANUFAtTURNG
L,,_ SUCH MAARULS ARE PRE TO TIE
OBL. S W CONFIG. TIE -DOWN
DRA,9.;; NLWeS:
AD—TD-0110
SAFETY HARBOR• FLORIDA 34695
PHONE (813) 726-1138
REOMI 1OR S°ECf1O fT9i'OSFS kC VAI K
KEPT C01ITSNRY. NO SMt TIM OWL
63
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALI APPUCATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
350 PLF MAX" SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
NN IS A TRIPLE %ME R97M
) APPLICABLE TO STANDARD
BLE WIDE TRUSSES.
STD VIEW
X .OW TIE -DOWN STRAP
UOUS AROUND JOISTS,
NOTE:
ALSO APPLICA81f TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERDCAL TIES ARE
INSTALLED, (1 EACH 917E ADJACENT
TO SHEARWALL LOCATION)
`��Y�35' ��/%/ �
a
NOTES:
ENGINEER APPROVAL:
OAPIA APPROVAL -
I. (TiDUt,EU ANCHORS TO BE RATED FES AN HAIIMATE LOAD OF 47251 (3150 DESILH LOAD)
(SEE AD-10-0001 (TO-CEKRAI NOTES) FOR ROTES ON ORWNO AKHOR PISTAUATION.)
2. NSIALL A PER AT EACH END OF THE 91WWALL JOISTS (PER X M" GCTALS).
pp
APPROVED BY
3. WHEN SHEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEKHT CROSS -MEMBER) NO
OR PIERS ARE REQUIRED (ALL SHEARWALL TXMHFILXUR MIS. ALL ZONES
y h
AND ALL DPSTRAPS
4. TIE-DOW'1 STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
5. CEILING SHOWN CATHEDRALOR SLOPED, PUNT CEILING MAY BE USED.]�133
r/C
John C. Doe (ien, P.E.
IN
rPrflNlk.....
6. FULL WIDTH
C. R. 22
94EARWALLS ARE SHOWN 14 THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
Goshen, IN 46526
C ItaliroTnmiw,c&m
7. TICS DETKq MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
JACOBSEN HOMES
P.O. BOX 368
„
N°TEE
THESE satHalxwlRONs AND oRAwHcs ARRE
OFMNL PROPR[IA1[Y, A VA9L m W,
UAla°ALS OF JAB unrAcA me
NC.
DRAWN BY:
R.R.
DATE;
4-09-96
REV. LETTER:
A
DRAWING
��L S/W CONFIG. TIE —DOWN
HARBOR, FLORIDA 34695
RICH MAIVU S ARE PNO'AOFD TO THESAFETY
REOMT Fa R'ECM RAWCSQ AIO WSI RE
DRAWING NUMBER:
PHONE (813) 726-1138
WT HWMRX #a scan rna OMM
AD—TD-0111
64
PORCH ANCHORING
DOUBLE HEADED 3,1'
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE —DOWN STRAP
JOUS AROUND STRAP BLOCKS.
5.._
MNDZONE III
c' '?•
EXPOSURE C
.'.'• ' ' ;` °: 'i:
(110 MPH)
20 PSF ROOF
10 PSF D.L
c"LC"
?RQVAL • `; ' DAPIA APPROVAL'
414INC.
ERAL MANUFACTURED HOME
NSTRUCIK)N AND SAFETY STANDARDS
JACOBSEN HOMES � SKCM M S � CRAVOWS Aid oRAwN BY: T DATE: t2-13-03 ftm-LEM:
MONAL. PRO RlETARY. AND 0OWMIlAI DRAWNG TITLE:
" MAIERMALS OF .IACO9%X MANUFACTI.MG
P.O. Box 368 I,It ,Ih� PORCH ANCHORING
9" MRME PROM 10 TW
SAFETY HARBOR, FLORIDA 34695 REMM RR SPEOM RIHO AM PSI BE DRAI9NC NUMBER:
PHONE (727) 726-1138 V M cn IMFI a MO 4')FT ►Rot CUM AD—TD-0112
W
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
lax$
DIAGONAL FRAME TIE
I
-II
ANCHORING EQUIPMENT _
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE -I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I I�
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
ON TES:
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
�— CRu1P SEAL
(3150/ WORKING LOAD)
L;S
G3
x
x
s
i�
N
H
VERJICAL TIE -DOWN
TYPE 1, FINISH 8.
W
GRADE 1 STEEL STRAPPING
c
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, FLAT STEEL, AND SEALS.
RADIUS CLIP
1.. ALL VERTICAL TIE —DOWN STRAPS, DIAGONAL FRAME
TIE —DOWN STRAPS AND ANCHORING EQUIPMENT SUPPI,
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).
RADIUS CUP OUST BE INSTALLED ON
ALL TIE —DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CLIP
BY PLACING A STRAIGHT Y LENGTH OF
1 1/4' X 0.035' TIE —DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE ODNFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE —DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE —DOWN STRAP THROUGH THE ST.OT
IN THE BRACKET 'QLjQLW THE RADIUS CLIP.
1``_�I`lluuluNrgrrr
KewovAiO. rO
ENE070357,
evo
rrr t► `TIE`D01Ai
DEVICES ARE ffRT o BY OTHERS
JAC4BSEN HOMES NOMC& WAM C.L.Y. 5-31-95 - - --
MSE vEa1CATItO 4 Am wAwa ARE
olaaolw, PROweElAln. Aro menEitivl ORAYNIG nT1t
P.O. Box 36a "Af°0"� aF l=E u" Am= ALT. TIE—DOY N APPL.
SAFETY HARBOR, FLORIDA 34695 wa onn tot � Pit= NO wit K DRA" MIYBM
PHONE (813) 726-1138 wl CO wxq Are soar mm onm AD—M-0200
66
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED MRAP IS NOT LONG ENOUGH,
IT YAY BE LENG7 ENED BY USING A CRMP SEAL N17H
A YIORMG LOAD OF 3150 POUNDS
t°
ry
lF, 41�
t
y�% P
DIAGONAL FRAME TIE
1
ANCHORING EQUIPMENT
—�I
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE I_I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) '
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4" WIDE is 0.035"
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
910334 —
STAT[
/'ll-l— ¢ltil A��l
JACOBSEN HOMES TRESS sPEonunpTs IN D WiftS ARE ^"" R.R.
® o.,,,AL. PRDPRIETARY. AND Ca Mmt DRAWING TITLE:
MA!%ALS OF JACOOSEN MANUFAC11"D
P.o. BOX 368 W. suCH UATER,S ARE PROV= To 1NE ALT.
SAFETY HARBOR. FLORIDA 3<695 910P'1IT FCR SKC X Pt RPM 40 WJSI IE DRAVANG NUMBER. -
PHONE (813) 726-1138 BUT CGroWIM AM Mast TRW OTHM
DAPIA
APPROVED BY
REVISED
1Orr- 36
INC.
's*fmwwurf'Mm �
CDLSTNJCTIOUANO cuseTvxwiwnac
DATE' REV. LETTER:
70-05-96 ��
TIE —DOWN APPL.
AD—TD-0210
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
'A' COLUMN '0'
(COLUMN
SEE TABLE FOR MA)MV SPAN FOR COLUMNS 'A' OR 'B'
COLUMN 'C' COLUMN V
f
SEE TABLE FOR MAXIMUM SPIN FOR COLUMNS 'C' OR V
SEE TABLE FOR SPAN COLT SEE TABLE FOR MAX SPAN FOR COL 'G
COLUMN 'E' COLUMN 'r CQUMON 'C
SEE TABLE FOR MAAMUM SPAN FOR COLUMN T'
MAXIMUM AUDWABLE SPAN
TYPE OF ANCHORING REO'D
COLUMNS 'A', 'C, V OR 'E'
COLAONS V OR V
COLUMN T'
(SEE AD-M-0251.
AD-ID-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 1
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
EXP. 'C'
EXP. b'
I Ems. 'C'
EXP. 'D'
Ems. 'C'
EXP. V
EXP. 'C'
W. V
EXP. 'C'
OP. 'D'
EXP. 'C'
I EXP. '0'
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
33'-9'
23'-7
4S-0'
29'-6-
33'-9'
23'-7'
1 - 315DI MD40R
21'-6'
14'-9'
16'-10'
W-10'
21'-G'
14'-9'
16'-10'
It'-10'
21'-6'
14'-9'
16'-10'
11'-10'
I - 4=1 µOM
27-3'
I6'-9'
21'-5'
W-0'
21-3'
ID'-9'
2Y-5'
15.-0-
27'-3'
18'-ir
1 21'-S'
W-O'
NOTES:
ENGNEER APPROVAL
DAPIA
APPROVED 8Y�
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
jj 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR 4�7—
IN AINC
INSTALLATION.
John �C.Do�edenlY�
Raf..p,��
15133 C. R. 22
Goshen, IN 46526
JACOBSEN HOMES
NOnC@
T1 m manCAMNS AID DUKHM ARE
DRANK BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER'
0130-0
000M PRWKTART. AM CWWTA
MATERIALS OF AWOMM MM"ACAAONO
A
ORANNG TITIE
'BE APPL.
„
P.O. BOX 368
COL —DOWN
SAFETY HARBOR. FLORIDA 34695
MRG SM MA1 JMS AR[ ► MVM M TIC
AEOP06 FOR 7= NiM NO bWI K
ORAMNG NUMBER
PHONE (813) 726-1138
10'T OONw?K AIO 40<CF INV onm
AD—TD-0250
—00
68
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF3150/WN.
O ANGLE SHOWN.
JS ANCiE I i-III-I I I
ANCHORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE Of MULTI -MADE
ATTACHED
ANCHORS
..millulu,...
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1 /4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
35' ANGLE
TO TWO
(3t5O# EA.)
No.9Fo'.; L
ENE8703571 �
IZIONAL t
DAPIA APPROVAL
A F F =." VED BYpt,
Y� .1 N 1 5
>NI
rictMl.lUrllsAcf% mjm � I V 1..�
taarluaiolaosMeTTts�alt�
JACOBSEN HOMES
TWSE sK�nm � DRMING9 ARE ��
vamBT. C.L.Y.
OAS 5-31-95
� LETTER:
umumm- PROPTt1Elw . MD OOWULNU I
MATERIALS OF JACOBSEN YANUFACAMC
n
DRA111HG 11TIF:
„
P.O. BOX 368
COL. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
rdE
affpT ra �C R! NO mW K
IH,
DRAMNG NUuBER
PHONE (813) 726-1138
IVT CaP00111A1. AM SECIT rN011 OrrM
AD-TO-0251
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EOLIIPMENT�
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MINI.
NARRIACE LINE OF MULTI -WIDE
FLOOR I FLOOR
.7
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFlCATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHIO,R,,, (3150#)
NOTES:
1H+o :-vF •,,, UAMA AYrKM :
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND
�•`�O; .j�\STF9PROVED BY���`2�.,,
Q NO. O •. � p
INSTALLED BY OTHERS- ON SITE.
NE8% /`sv-
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
JUN 1 S 10
ATION.
=
3. PROTECTION SHALL BPROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
'vE
'�'�� ' kr4 INC.
OF EXTERNAL STRAPS OR CABLES.
O••�'Eyv``����
A
JACOBSEN HOMES
wm SPEOnuNiloDtlsd UQ NAMM ARE
er. C.L.Y. °A� 5-25-95
Kv. LETS
DRAIM TITLE' COL RE —DOWN APPI.
P.O. BOX 368
oMN- PROPKV^ AM 0+rZDM4.
MA1DW IF acorn mm"Ac
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RC S M YAIDUS AK PROV= /01NL
II OW rOt 9'M An/M AO W9 i
It" cON100NNLA10too noamm
DRAWG NUMBER
A0—M-0252
70
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 i MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LNE OF MULTI -WIDE
FLOOR
VERTICAL ME -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. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
,,,III,,,,
ENONEER A_ nn I DARA APPROVAL'
p��' GLST E.9 `Vie
>: Q� No. FO•.,
CA1�Q7A']L71 •'
oY' �w�:
(nAIA1••
PROVED BYE,
I V 11'1 INC
rtw,a,u�venr®IQIt
taale,Qa No swan twaloll
NOTTC1r "i awA>H+'8 ._ - DATE REv LETTm
JACOBSEN HOMES TIM 7EMr ATM$ uo UAL AFL C.L.Y. 5-25-95
OMMA. rRorl IMT. AND O00WW DRAWNG TITLE.
�! P.O. Box Sae � Ate T70 COL. TIE —DOWN APPI.
SAFETY PHONE (8113.) 70 -1136 695 nK COKOO M� man not 0" MW If DRAINNG NUMBER:AD—TD-0253
71
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
'A' COIUMII
10LCOUJ4W
LSEE TABLE FOR WU " SPAN FOR Ca.UMNS 'A' OR b'
'C' Om" b'
/canna
IAPPROVED EY
'C
L SEE TABLE FOR MWKlM SPAN FOR COLUMNS oR b•a
r00
SEE TABLE FOR SPAN COL r SEE THE FOR MAX SPAN FOR COL
7NFEDcpD
INC.
HOfae
RLCTOONAND SOETY STA!X A ..03
MAR 0 3 1999
COLUMN 'E COLUMN i cam
r� SEE TABLE FOR MAXIMUM SPAN FOR COLUMN i I
MAXIMUM ALIAwam SPAN
TYPE OF ANCHOFW EEQb
COLUMNS W. 'C', b OR L'
CWW V OR 'C
Cwm v
(SEE AD-7D-0251.
AD-10-0252 AND
ZOW 2.
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-ID-02q
SEE NOTE 1
DF. V
EXP. b'
6F. b'
EXP. 'C'
EXP. b'
E)P.'C
E W. b'
E7G. C
EXP. b'
W. V
Ems. b'
2 - 31501 ANCHORS
37'-4'
25'-6'
20'-4'
31'-4'
25'-6'
29'-4'
20'-4'
37-4'
25'-6'
29'-r
20'-4'
1 - 3150%
I"
12'-10'
fl-4-
10'-3'
It-6'
12'-10
14'-1'
10'-3'
16'-6'
12'-10'
14'-T
10'-3'I
- 40MI AMOR
23-6'
16'-4'
IS-0'
23'-6'
16'-4'
16'-7"
13'-0'
2Y-8'
16'-4'
/6'-i
13'-0'
REF CALLS C �✓� 93. Q(
NOTES:
Dia ••.iv,
Ow N"WAW 0 3
GNS
TADNCHORS.-0252 �D AD-TD-0253
1 FOR
•Q�. N0. O '•.
APPROVEp BY
SPECIFlC NFO.AON
910334
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.-
_
�: STATE 4F
INC-
�'•.
t V
JACOBSEN HOMES
NOTICE
NOTICE
W.W
M.T.
DATE
2-9-99
REY. LETIER
SK"XAMS 00 01AOr W AK
CROmAI. PROPIaX.TARY, AND cor+<>oE1T m
DRAWNG nTLE:
LN
P.O. Box 368
LAIERIALS OF . N MANUFACRlWOC
Nc SUCH MAt�s ARE PR9hCED m tINE
184* WIDE COL. TIE -DOWN APPL
—
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REMOR MR SUM Kw= NO UM D
PUT omom4L no IWI MOM Qmm
DRAB, MAJB A:
AD-TD-0254
72
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
SEE ROTE 1
J -w- 41-1 VIA N4%AAx%
BRACKETS (SEE TIE—DDWN SPACING TABLES—NORLAL
AND/OR ALTERNATE— FOR LAX1bW SPACING ALLOWTDI
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE —DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A UU W OF 2'4
(241 FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER WAN MAX, TIE —DOWN SPACING ALLOWE
2. VERTICAL TIE —DOWNS NAY EXCEED THE STANDARD 14RTICAL TIE —DOWN SPACIMI
SO LONG AS, THE AVERAGE SPAMG ( (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE —DOWN SPACING REQU6tED ON THE APPROPRIATE VERTICAL/FRAME
TIE —DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE —DOWN LOCATIONS.
4. SEE AD—TD-0001 FOR ADDITIONAL REOU NETITS.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
IN PHONE (B13) 726-1138
2jEMAPPR*tQr. '0'-
EN"-:8703571
0NA1
if10%`%
ANCHOR BRACKET AM TIE -DOWN
DEVICES ARE CERTiF0 BY OTHERS
N017CF` 1 DRAWN BY_
THESE S MVAW. AM DRAWL= ARE
WSUAL PRQ*FX RY. AND CMIDD1TI&
YATOW OF A COM YANXACP"0
W_ 9 m YAT MS ARE FRONDED TO THE
R MVa TOR SKI= PJMZ NO VM EE
Im cDfmtk Ale S:= ma arm
APPROVAL:
D ROVED BY Xk1-
.)m 1.5 m
INC
�u�E91o+[
REV.
C.L.Y. I
__ _ 5-31--95
TYP. SINGLE WIDE T/D A
AD—TD-0300
73
bL
0l£0-01-OV M040 IOUM35 era WutQQf,0 IM 9e11-W (tt9) 3NDHd
'49nnN "Y80 19 = CW =WW =3Z WJ D"A 969K YGISO'U •409SVH u3ftS
v
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US£OL83N 'GROW 0WVdS MOO-31 TVN NYHI DOM NOW ANY = 9Nc13d0 39W1 1
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P
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3 8 V
t 31ON Z
NiNG -9IZ RQIM-I1L`IM. ` DIM
WHOM
SINGLE WIDE TIE —DOWN
T.
ZONE I TIE -DOWNS
SEE DETAIL — 'A'
SEE DETAIL — V
MARRIAGE WALL -
OPENING TIE —DOWN
tEQUIRED AT OPENIN,
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
FRAME TIE —DOWN
DOUBLE WIDE TIE —DOWN
NOTE' MARRIAGE WALL
C SECTION NOTE:
SIMILAR TO I OPENING TIE —DOWN I A k B SECTIONS
SINGLE WIDE SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS MADE TIE —DOWN
FRAME TIE —DOWN ONLY. OPTIONAL AT I SEE DETAIL — 'A'
OTHER LOCATIONS.)
=ANAM�====A IT\)
SEE DETAIL — V
TRIPLE WIDE TIE —DOWN
TIE —DOWN STRAP
SING HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
STRAP BUCKLE WITH 20251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUM r ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY int TIE -DOWN STRAPPING (31w LBS. MAIDM UM
FOR EACH TIE -DOWN STRAP CONNECTED).
i- DETAIL 'B'
40' - 60'
fTYPICAL TIE -DOWN STRAP (1 1/4' X .035 MINIMUM
DNK COATED STEEL STRAP, OR EOUAL WITH 31So*
CAPACITY MINIMUM) Y 1,5'_ 47Vs41 C1L.TI vn-w
E-VA.O 0gpAC►Ty
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
`�eu�Iyr
NO EHQ �` �� DAPIA APPROVAL•
re
O�.••''[1Ftc. ' •
1. SEE DETAIL 'B' PAGE q ROR MARWAGE WAIL : ��� i4T q� `•� end �PP�®�M Bea'
OPENNGS GREATER THAN 49 INCHES. FA UP To Ir-iBUT 04 b m
2. SEE 11E-DOWN SPACING CHAiT ON PAGE 2 EDR 5P*f. g NO.CO4S4"� a
ANCHOR AND TIE -DOWN PLACEMENT. v
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM :� o
PIER CONSTRUCTION. STATE OF 11� 9
ED
JACOBSEN HOMES THE$sPEafICANTIDQI°TIAMDRAMOSAM BY: RR ogre 10-31-95 REV LEr1=t1
MINAL PRDPPIETARY, AND OW ITNL DRAMNG TITID
PO. 80X 368
RI
UATMALS CF JACOM MmWACTLFaNC ZONE {TIE —DOWNS
.nsc suns uATEjALs ARE PRdatDED So THE
SAFETY HARBOR, FLORIDA 34695 RECMI FARSPE=PI SPOIRM@E
DRAtidWG NU�ISER
PHONE (813) 726-1138 WT COW JE IM NO SECRET FRO.! OrrVa AD—Zi —0001
75
76
ZONE I TIE -DOWN PLACEMENT
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME I —BEAM
- — __�KSEE NOIE j1--
MAIN FRAME I —BEAM
CENTER
CI_I
CENTER
SPACING I
CI
SPISPAII
_ACNG _
I SPACING
—SPACINGAMIANG
I I
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
TYPICAL I —BEAM
TIE—DOPN
MAIN FRAME I —BEAM
SEE NOTE j1—/ SEE NOTE jt-/
MAIN FRAME I —BEAM
MAIN FRAME I —BEAM
END CEN11PAACING - SPACIING I SPACENCING jj,�.]G
TRIPLE WIDE TIE —DOWN PLACEMENT
NOTES: ENGINEER X\x • ppe.,.
T SEE DETAIL 'S' PAGE 4 FOR BLOCKING AND ANCHORING OF ;, ®G�PtIFICgT•�'L
MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. p HD• QQQS4H4�
• P � i
�` • -STATE OF
El
,1
E_
APPROVAL
APPROVED BY
0 loor
co,:,wxnoe wosvm iwcxvF.
JACOBSEN HOMES THESE sKanCATITIONSA�DRATMARE' �� RR 10-31-95 ",""
OWHAL PROPO£TARY. AND CONFIDENTIAL DRATVNG TITLE:
P.O. BOX 366 MAMOU OF JACOBSiN MANWACTURWG TIE -DOWN PLACEMENT
WG 9" UATEIMS ARE PRDMM TO THE
SAFETY HARBOR, FLORIDA 34695 FUPIDIT FOR SPE= RIR S S AND Ml Of ORArMG NUMBER
PHONE (613) 726-1138 OUT CW: =nk W SECRET FRW OMM AD-Z1-0020
77
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 It cd.
FES 0 12000
INC.
JACOBSEN HOMES
P.O. BOX J68
TKK ssumllad AM ORA"" &K
w� w. lPIa QuAm. APO OOrslo m&
YAIM" or AAL=um UUWACPJRMC
`��� o� M.T. "A"' 2-1-00
R'' """`
/A
g1A*wc TITLE:
ZONE 1, INS
\.
SAFETY HARBOR, FLORIDA 34625
.c SUM uAaot AK New* ro s c
NEW" IM VIM �yapp AND p yal K
.
J-'1
DRAW MJYP)ER
PHONE (727) 726-1138
Part cwvom c Ar KM mm amm
- AO- ZI -0100
78
ADDENDUM
FOR INTERSECTING UNITS
MAW UNIT
% I �
/DORMER
Ta I I
TRIPLE IYIDE I
OR QUAD WIDE I
I SECTION(S) I
if
a
�l
�I.
MAXIMUM PIER HDGHT FOR VARIOUS ZONES
(REFER ALSO TO SDEWIALL TIE-DOY,NS MAXIMUM FHDG HT}
70HEr7 70NE 3
EXPOSURE 'C' 90' 56'
EXPOSURE V 39' 46'
LONGITUDINAL TIES CRY REQUIRED 0 EA HALF
OUTSIDE BEAM IRIS END. EXCEPT FOR ZONE 3
W. TY THEN 2 REWIRED EA HALF
(IE O.E EA BEAN, ETC-)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SANE AS THE MAIN UNIT.
VERTr-AL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE HOE
CONNECTION REOUIREWENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WADE TIE -DOWN REDUIRD ENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
INS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED W 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)
NOTES:
I. FOR QUAD SECTIONS, EACH bDWBLE SECTION' OF THE UNIT SHALL BE DESIGNED
INDEPENDENT OF THE 07HER STRUCTURE. (IE. SHEARWALLS, TIE -DOWNS, RIDGE -
BEAMS, COLUMN SUPPORTS, ETC.- ARE CALCULATED FOR EACH MULTI -SECTION.)
tENE.. O3571-i
DAPIA APPROVAL'
kPPROVED BYE,,..
.flAi t 5 m
ING
cxia,na.�owrnnwov+oe
JACOBSEN HOMES NOTICE DRAWN BY:TER
DATE REV. LET
THESE SKOnCA1WNS AND DRAWINGS ARE C.L.Y. 5-16-95
MORAL PkMXTARY. AND CCWIDE]iTK ORAWANG TITLE:
MATERIALS Of JACOB'i9 MAHJFACiWING
P.O. BOX 368 W- M VALMt LS ARE TR9 = 79 THE ADDENDUM —ANT. UNITS
SAFETY HARBOR. FLORIDA 34695 KCP[Ht fat SKCFX RIMS NO WS K DRAMNG NUMBERI m QUADADDI
PHONE (813) 726-1138 1PT CLHL'fiiTA uo scou nai orrm
79
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SAME AS FOR THE MAIN UNT (REFER TO SET-UP
DETALS)L
30 CA. GALV. STEEL $TRIP
INSTALLED 00 MATING LINE
JOINT (SEE PLAN IAE W BELOW)
ROOF PENDIETER RAL
OR RIDGE REAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
e X LENGTH OF ROOF SSVCTIONS
MAY BE OVERLAPPED 2 MIN.)
1Y/STAPLES AS SI MIN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
3/e' X 6' LAG SCREWS
18' O.C. (ZONES 2 & 3)
STAGGERED
L— 30 CA. CALV. SIM STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DEMM
2' QC. MAX SPACING (TYP.)
t1111111111/
NOTES: ENGiNE�II` pO �4 DAPIA APPROVAL'
i
1. 30 GA. GALV. STRIPS USED MAY BE W1JM DEFLECTORS �O' �r,GySTfgF• ir r C-n 8Y -
REMOVED FROM ROOF IN DRUM CONDITION Q No. O ': y
(EXCEPT FOR STAPLE HOLES _ ENE8703571 JUN 1 5 W
57EEL STRIP MAY BE CONTWUOUS OR PIECED.
2 I
SOWS IN THE DORMER AREA OF THE MAIN UNIT WAY
BE SmPPED LOOSE AND DwAL m ON SITE AFTER :•� - NC
THE UNITS HAVE BEEN ATTACHED TO PREVENT MY % 0,�'•, / 9 ; ' ���� r""���1°'E
TRANSIT DAMAGE AND TO UNSURE THE SHINGLES WINE-UP!O(01Cr�,.•G��`��• a1roYRirliwaR
FROM ONE SECTION TO THE NEXT. ii�f/Q •'
N077CD II11 1 DATE IEV. LETTER:
JACOBSEN HOMES m5c vc�1X1d AM 1U1M C.L.Y. s—)s-9s
OAgwN, PIWt'Id M". AHD Ot1WAXNPA DRAWING TITLE:
�I P.o. eox 368 MA79W a 090M MAMSAI:1lEM ALT. ROOF ASSEMBLY
!IG so MAAH645 AIIE PA my TO TI[
SAFEPH� (801R3.) 726-11384695 T CXMV'4QL P1�� DRAWWG NU118fk OKK QUADAUD2
80
Im
JA�OBSEN
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8