HomeMy WebLinkAboutSet-Up Manual AddendunSET-UP MANUAL ADDENDUM
JA;(DBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Ine. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
FILE; Y ,
��r1'a r
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 REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME. THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
/ DUCT SUPPLY OR RETURN
XWNG
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WALL 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 AIRFLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
DARA APPROVAL•
NOTES:
A PROVED BY
JW 1 5 IM
(NC,
a�rosArErtiwo�
JACOBSEN HOMES
NOTICE
n¢sE sFEOrIGTI0N5 AND DRAlWIGS ARE
DRA►yH BY: DATE
C.L.Y. 5=30-95
REV. LETTER.
DIEONAL. PROPRIETARY, AND CONFiDETITIAL
MATERIALS OF JACOEISEN MAMIFACAMC
DRAVMG TITLE
EXTERIOR A/C DUCT
„
P.O.Box 36s
NG WN MARRiALS ARE FRONDED TO 1NE
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RECKHT rOR VEMIC FtRFOYS AND MAT BE
IVT CO MIK AM SLOV FIM OHM
DRAMNG NUMBER
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 NTH 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 DI_CCNTI"•IUE
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
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NOTICE:
THESE SPEOFUTIONS AND DRAW IM ARE
ORONN, FROPR[TANY. AND OOWCOM4L
YAMUL11 OF dACORSEN MMWACTJM
W_ SM NATEWALS ARE PROYM 10 THE
KOPO4 RR SKCM PJWM NO WA K
LOFT MfWrt% AND 100 IR01 0Df1S
DRAM BY:
APPROVED BY
N1417 O8
INC.
IfDDIK r1rAf�C'IIIID MDR
f✓OODIR�NCIN[fTf WfY1RfA
C.L.Y. 1 9-28-95
W.H. VENT. SYS.
AD-AC-0100
REV. LETTER:
3
U.UIO A 1 I/L MIN. J1ttL —� 1
STRAP 0 48' O.C. MAX. SPACING
4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS W FLOOR SYSTElIS
NSTALL WOOD SHN AT ALL LAG
TO 1/Y, INCREASE LAG LENGTH 1'
NDS01
LOCATIONS FOR LAG SCREW TO GO '
THROUGH AND TO KEEP CONNECTKAJ
AND FOR GAPS TO 3/4'. INCREASE
(ALL ZONES) LAG LENGTH 1 1/2'.
11GHT. (SEE NOTE 2)
(ALL EXPOSURES)
MID =X
i3P0911tE
3/6' X ] 1/r LAG SCRETI
30 GIL STRAP FASWa W/
7/16" X 16 GA. STAPLES
MID 201E
EXP061X
MMW !AMBER Cr FAS7E US REQAn
0.131' X 1 i/Y MILS
7/1{' X 19 GIL SURFS
MAN" SPACM
MAX" SPAM
1Y 06C.
2 1/r OLO.
Y
3
5
2
2
b'
17' Q G
1 7/Is• OLO:
b'
4
7
ia' O.0
r ac
'r
4
7
3
3
b'
I' O.C.
1 1/r 04
b'
5
a
NOTESe
DICIER APPROVAL•
DAM APPROVAL:
APPROVED BY
1, i' OL PE)EIRADON 15 R{GU1iED ON STA611S FOR WL 0.014* M W.
2. 1r000 SH415 TO BE W M FRW SPF p MK OR 6CMX
May 24,2006
ON Revised
P1IN
r X r X clW �0rn WLL SZE)
ioM OR PLT0VAY BE IF 1 JWM EOUAIS CAP WDTH-4' X C UK SO
000
.!�
'juhn C.LIDEiden, P.�.
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3. We MA)GUI SEIEWAIL HE1GI1
^�
K2 Enggmrmg' I
FEOEIV�L MMUFAMME0 NONE
cm�srnucFroM AND siren sraMou�os
4. SEE OTHER DEUaS FOR SEAW FLOORS FOR AIR ILTRAROK
JACOBSEN HOMES
gm 9fdIC�1 Am co-wo m
MAW BT.
M•T
°A OS-22-06
`E"' tErrf>z
WAVAK TITLE;
M/W FLOOR FASTENING
HQFMH P.O. BOX 368
Glow. "OVEMIX AID aNIM XAL
1t11USAIS W MAMIl41 MNWAanssa
MIME L43 AM FROMM 101E
c
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
wa WM
Trash NO 9M Pl101I:S AID PAT 19
Xm Oot m(m Ale >Qw ow OM
DRAIM NUMBER
AO—FA-0001
Ell
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131' X 3 1/27 MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
' MARRIAGE LINE
APPROVED BY
000 rONRevised
S 2j O(0 AMay 24,2006
John C. Doeden, RL.. INC.
IC2 End wring. Ina RUM KN.' Me SAFETY STNIPAM
JACOBSEN HOMES
am:m MAM ff
mnoo�_a
v +�oor� e�uao
MN r M.T.
DA1� 05-22-06
'�` `E`�"
B
ga�wc 1t� M/W WALL FASTENING
P.Oeox ase
ne 2= mwm Mt naiad Io x
W.
oanwNc x AD-FA-0010 .
PHO�(81i3j �f138095
an m� Ga n �
5
ADDENDUM .
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
30 -GA. GALV. STEEL STRIP I
SECURED WITH 7/160 X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
30 GA. GALV. STEEL STRIP
S' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GA.V. STRIPS USED MAY BE
I
9NND DEFLECTORS REMOVED FROM
aL►G SCREW SIB BACKS
ROOF IN aWNAL CONDITION,
FOR TRIPLE VNOES
EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WIRES
PAN VI
3/6' X $' LAG SCREWS
••LAG cr_r:Fw cFr SACKS
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS I I�
AT A 4T ANGIE
(2 1/40 SMOOTH SHANK)
SEE CHART ON AD-FA-0001
FOR MAX0IUM SPACING
FOR DOUBLE WIRES
FOR TRIPLE VADES
STAB
- 4'
2 1 4
`
1 4' TO 3 4' GAP
r23
ROOF PERIMETER RAL
OR RIDGE BEAM
(FOR ROM BEAMS SEE NOTE /4)
CROSS-SECTION
FOR GAPS IN ROOF SYSTEMS
INSTALL WOOD SHIM AT ALL LAG
To 1/2', INCREASE: LAG LENGTHS
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO LOOP CONNECTION
NDS01
AND FOR GAPS TO 3/4% INCREASE
LAG LENGTH 1 1/2•.
TK;t1T. (SEE NOTE 2)
REF CAL.C. PG.
ZONES)
CROSS—SECTION (W/GAP) C WA- 91.01- s1.07
((AL(ALL
ALL
L 2 IAr WL FOORAI1oM N10 R WWW YIi IM 6 F10AU IN LAC SCREIFS.
2 WOW SIM 10. BE RIPPED H= S'F P UK OR K"M
APPROVED BY
lrXrICAP WDTNMIL ME)
Revised
ON
O® OR FLYMOOD MAY K USED F DMESS E0193 W 0114 X l' MBL SUE)s.
l SET OM OErALS POR 001REING ROOF NTERMTOL
9May
�
24 , 200 6
P1
4, *101 A LAG SO O KM MIDGE
JOiln C. � • R �•
I N �
NSTAU.BD A BEAK FitST-CRLL A 3/r fE IMEM
HOLE THROUGH 1HE FIRST MM BFALL =10-M 1/4• NME
X2 EngWmrh la, Inc
.
FEDERAL MANUFARURID MOMt
A Wloua IM
RIMM R6E KM IN THE 1HRE M POR= W LAG SCRETL DIIN BMS ARE
CONSTRUC H M AND SAFETY STANOAROS
FOR 31C LAG SE71EN WILX
S 10r YA)LIt N SMVML HBW.
JACOBSEN HOMES
DRAW Or M.T.
DA1� 05-22-06
rTlwl
�� P.O. Box Sae
CHUM. FIEWNUART. me oupwN twIlL
"A1 Wa W JPA M HUMACAM0
MG 3" VANAK FRa® 10 BC
ORAYM 1171E
M/W ROOF FASTENING
SAFETY HARBOR. FLORIDA 3"93
N"
KMW Im 9MM "M AID lust EE
DRAMM Ml1 X
PIwHE (513) .728-E136
WT aww" la Mr an amn
AD-FA-0020
..j
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH. OF ROOF (MEN. f OVERLAP AT SEAU) CENTER OR MATING LINE
SECURED WITH 0 X 7/1C HEAD X 2' FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I. I
I
I� I
I
I� �B X 7/16' HEAD X 2'
FDLLY THREADED SCREW
RIDGE CAP ---'Irl I I NO MORE THAN 12' O.C.
I i I Clo
.. oe
w
1 I 1 B
ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS I
OR CLOSURE STRIP RUNNING 1 1
ENTIRE LENGTH OF ROOF I
1 ' ' T—
I METAL ROOF PANELS STOP
1 , 1 MID. -Y FROM CENTER UNE
I ,
i
Ref: EX-13-0051 and 30 GA. G&V STEEL STRIP
5' X LENGTH OF ROOF (SEE AD —FA —MO)
AD—FA-0020 SEMW WITH 7/16- X 16 GA. STMM
NDS01 FULL PENETRATION DIM DEMING
(All. ZONES) (SEE CHART ON AD -FA-= MAIL SPACING)
(AL- tS) ,
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL,WRH a O.C. RIBS. tv
�j ON 14 p 10 , 2008
SCREWS HAVE A NEOPRENE WASHER FOR WEATHERPROOFING AND i� �i,, F . EINC.
FEDERAL YAIUFACIUNED HDIE
TO HELP AVOID OVER DRIVING. lF SCREW IS OVER DRIVEN josigbming, l r- rnnsmurnDN AND SAFETY STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES ��► o w D.M.T. somm Bpi """ 08-25-08ffmoLmwomm"-
s a ° vm >it� METAL ROOF RIDGE CAP —
PA BOX 368 m w Ylnm w � TO 1K
Tf� SAFETY W m)K FUMA 3095 mmw im 9m n flipi AO ITT R mmmmm
PHCK (W) 726-IIN o" amim m Aar nm om AD-FA-0021 .
ADDENDUM
MULTI=WIDE, ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD- A-0020
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
BY
114INC,
.cruemw[
vosysnaww o
NOTICE DRAWN BY: ��`�
JACOBSEN HOMES THESE sPEGI1GITIONs AND ORAWNGS ARE C.L.Y. °A 6-5-95
ORIML PROPRIETARY. AND CONFWTLA DRAWING ITI.E
P.O. BOX 368 MATMU OF A%CMSER UAKFACIMIS M/W ROOF SEALING
RIG SOOT MATERIALS ARE PRONGED m THE
SAFETY HARBOR. FLORIDA 34695 REOPEM ra SPE[i1C PLSPOZ AND WST K DRAWING NUUBEk
PHONE (813) 726-1138 IVT LOIfMTUL NO 4Ghi TROY OTHERS AD-FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES —HIGH SIDE
MIN. 30 GA. GALV. 15# FELT UNDERLAYMENT
STEEL STRAPPING
(SEE AD—FA-0020)
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).
MULTI —WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
1 JUN 1 5 W5
INC.
NOTICE - DRAWM AY: C.L.Y. DATE. 6-5-95 IETTfR
JACOBSEN HOMES w%SPEa�� TAMDUMMARE
MATERIOMQNALS
POFJA OBS M �oo+TM` DRAWING nTIF M/W ROOF SEALING
YATER1Al5 OF .gCOBSEN YANUFAC11RifNC
P.O. BOX 368 M 9" YAXRWS ARE PROMOM TO M
SAFETY HARBOR. FLORIDA 34695 as aT fa SFUC PalWOM NO YAT K DRAWING NUYBM
PHONE (813) 726-1138 IVT CWMIK NO.3EOV n= oWoa AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
RRARTH. TNSTAT 1.A710M
L REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2 INSPECT N MAL F1ASHNG IN THE HEARTH AREA TO WSURE THAT IT HAS
BEEN INSTALLED (THfS FIASHM MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETI O THE FIREPLACE AND THE HEARTH).
1 LOCATE THE HEARTH EXTENSON (SHIPPED LOOSE IN THE MOUE) AND INSTALL FOLLOWING
THESE STEPS:
A CAREFTLLY PLACE 1HE HEARTH EXTENSION IN THE PROPER LOCATION'IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH WOW 10 THE FLOOR W/ 4 0 1 2' WOOD SCREWS
C. FILL 1HE AREA BETWO THE FACE DF THE FWLACE AND THE HEARTH EXTENSION
NTTH A NON-COUBUSTABLE CAUMG OR MORTAR
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRLIC11ONS FOR INSTALLATION.
ILE SURROUND
6i-.Bo
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, XE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
JACOBSEN HOMES t4oa no
THESE sPtanunoNs AND ORAWNCS AW:
CMUNAL. PMPWC MY. AND CCNlMTK
P.O. BOX 368 YATMALS OF &CDBSfN UAWACTIMIG
„ SAFETY HARBOR, FLORIDA 34695 nG SUo1 MAMW S ARE PINT M TO THE
si K
PHONE (613) 726-1138 pT amAlmm m im No ► m oTmm
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
.>W 2 8ONrA
1995
RD[YNA/Acnmmw INC
At
coa+ticra.wsvmSTNovo
C.L.Y. DATE 6-16-95 1
REV LE
- _ SHIP —LOOSE HEARTH 1
AD—FP-0001
10
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 1;EV.
. INOR t 5 2009
INC.
FfOERAL MANUFACTUREO HOME
CONSTRUCTION AND SAR:IY STANDARUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
TRUSS SHEATHING
APPROVED BY
o0or
ON P]
INC.
FERAL MANUFACTURED HOME
mm RUC mADDSAf lySTAwm
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' WIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
MARRIAGE WALL
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATIOH.
3/8' SHEATHING TO BE INSTALLED ON -SITE
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
WINDZONE III
(18' X 14 I/2" MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
MPH)NC)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL•
1. 3/6' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
(NOICLUE`•REOUDIED) PANEL �� AND 7' O.C.
APPROVED
All ALL FRAMING MUMS.
BY
ON
MAT E
a
�,
hvell, .>E..
li INC.
IK
FEDERAL MANUFAIMIRED NOME
Musa L KM AND SAFETY STANDAIM
Z0A
I
JACOBSEN HOMES
NOTICE:
1HESE SPECIFICATIONS
DRAWN BY:
R.R.
DAIS
4-27-98
REV. LEIIER:
■
AND DRAWINGS ARE
ORIGINAL PROPRIETARY. AND CONFWENRAL
DRAWING TITLE:
P.O. BOx 368
„
MATERKS OF .IA000SD MANVACIURNC
W. 2" MATERIALS ARE PROWOEO To THE
TRUSS SHEATHING
_
SAFETY HAR80R, FLORIDA 34695
PHONE (813) 726-1138
RECFIENI RR SPFCRX PURPQSIrS AND MUST BE
KEPI CONFIOENIIAL AND SECRET FROM DINERS.
DRAWING NUMBER:
AD—HR-0001
12
HINGED ROOF DETAIL
DISTAIKE tr TRAM To RAISE ROOF FRW
9FPNC P09M TO SET-W POM N 15
APPROX 22 1/Y.
LFI NN® ROOF SE= SISMIA11Mr WRI
YE4IANM WAMS ND VX WX 12 FEET.
APART. LOGE WING PWM WM 3r W
Em OF ROW S cna AND Am mm ww
2 FEET OF A Mff N RE RY RAL
HINGED ROOF IN SHIPPING POS11ION
HINGED ROOF IN SET-UP POSITION
NDSO1
NOTES:
1. BRACE RA® ROOF SEMM It THE RM FMW WIN SLUM FlU2D
as Po6R Km POW
NOR NWM IN POST 10 FEM 6f^
Qt 2 x 6 SPF P FD® In POST IW PAL.
rnI 3- po x T roDO sa:ErroR 3- � z r
LIOM SCREE
REF. CALL. PG. C-RF- 223.0 - 223.6
John C. Doeden, P.L.
W2 Enurt�rinq, Inc
APPROVED BY
" N Revised Pl
Jun 06,2006
iNC.
FFDFR01 wMN:ARINFD NDrF
CDN57RUCfIDN AND SAFETY 57AMDMDS
JACOBSEN HOMES
� m me mum AK
aamm. gym+. No Qmffum4%
"""'� of;
O.A.
"""' 06-02-06
W. `L"
'�"`
j�
mill IG au:
P.O. BOX 3W
w"'MS W Afg 'W WAC11'G
HINGED ROOF DETAIL
DWI
SAFETY HARBOR, FLORIDA 34695
W. war RATOUIs NE ma m 13 S
RI1MI TOR 4foEle IUM= AND WW K.
J-1
DRAWNG WWM
PIiOFE (9L 3) 726-1 T36
PVT omfmrwL w mu m arcs
AO—HR-0002
114
HINGED ROOF DETAIL
�..-. 3" MIN.
ROOF.
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AND
AND A MIN. 4 1/2' WIDTH OF ROWK CEMENT TO
TOP OF EAST SHONE ROW ON FlXW ROOF SECTIGI
(THIS IS TO BE DONE BEFORE RAISING MINCED
ROOF SECIION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X W 6LOCK 8MD 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE KITH
3-08 X 3" WOOD SCI MS EACH SIDE bF CAP.
APPROVED BY
Revised
Nov 30,2006
rNC.
YA0 goo FEDERAL UFICIURED HOME
CORSTRUCEIDN Al00 SAFELY Was
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WWDZONE 11
(110 MPH)
ALL Elm$
NOTES:
1. BRAG OM ROOF SECI10 N THE RMS P0911 N BIFCAE SWINGING HINGED
KNG POSTS INTO POSTDOR
' !I j2slob �
John C. DOsdm P
K2 En89r WtO M
NOTIM Dow or DALE: REV. LETTER:
JACOBSEN HOMES ma 3REmX'J►un me WAN= AK D.T. 10-02-06
MUM UUMMA. PWW4EW. AID CMFXG nK DR WX TITLE: .
P.a Box 368 MAMMS Of JUXI a UMFAC """0 HINGED ROOF DEML
SAFETY HARBOR. FLORIDA J4693 W- 2= minus AK Awram"MR
M (613) 726-1138 ffm cMs MW w"Boni 1= ON it MOM NIAM.
PI.INK I
AD-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO FAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK ----� UONNDERL YMCE ESNHTNGLE
a
0
us
w
r-:
$51
N
Z
R
ZE
' 2' MIN. OVERLAP (TYP.)
rl n ..
{ i I .-6' MIN. TAR AS OWN
D ON APPLIED SITE
T r—T SEE NOTE '/3 ....... • . • . • . • .. \
1 • •
1 1 f I I l •.
I 1 1 _i T1 3' MR
{� i t i I i 1 i I i I I•••.•••.•• ••
SEE DETAIL 'A'
rl� I' I' I ' I' I -•---..
1 I 1 I I I 1 1 { I I f I I I
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH-6 STAPLES (1" X 3/4" X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE IINDERLAYMENT IN THE
GAP .(HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO IT5 FINAL POSITION
AND BEFORE INSTAWNG THE 15# FELT AND SHINGLES.
DETAIL A
NOTES:
I. CEWENIING OF 15j FELT IS NOT REQUIRED N ANY AREA EXCEPT **ERE NOTED.
2. FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT iN PLACE UNTIL
SHINGLES ARE INSTALLED.) A
3. EXTEND 1FE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MN. OF 6- AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6- MIN. OVERLAP ONTO THE FD® ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS- AD-HR-O0D1 OATH SPECIFIC END PANEL LAYOU71
AD-HR-0002. AD-HR-0003. AND AD-HR-0004.
VANDZONE III
(110 MPH)
ALL EXPOSURES
AF#PROVED BY
Sep 12 20
19INC..
MANUFACTURED HOME
CTION AND SAFETY STANDARUS
IiOnm umm or. M.T. L^" 9-20-03 RLT. W.11m
JACOBSEN HOMES MY A um
CMfMWK MANING TITLE:SHINGLE AM UNDERLAYMENTrTlwl _
P.O. BOX 368 flat � w�Or ' y� VE APPLI AIM ON. HINGED SECTION
L M PWW (W) 7�pi35 95 -lav' T OMFO iK AM MFM Onn= oRAWNs NUMBER AD—HR-0005
15
o■
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
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
NDS01
NOTES:
I. SEE AD-NR-0007 fOR INSTALLATION OF UNDERLAYMENT AND SHINUM.
-a&fo4\
Jahn C. Doedwi, F.E.
.92 Engirmring, Iric
ALL WMDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
C& CRC - 167.01 - 167.02
EDi APPROVAL• OAPY1 .. �.,.,,...
APPROVED BY
Revised
Om 09,2006
INC.
F(DEOILL IIAIMIFACTIIR� NOTE
CONST"UCTM]N AND mell SfM:.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBORp FLOR10A 34695
PHONE (727) 726-1138
NOTIC&
TIES< SFsee1CANWS AND „awes ANC
MC NAI. MCFKIART. AND CON Mn4L
wTVAN3 or JmxwN up"NOcnwow
W-VKH YAY13M W rINr m 1D T1E
name ram V= nN M AND WAY K
mr avrmm" PM MEM FIN MOM
U"wm UT:
O.A.
06-06-06
A
ORAWNG 11U::
PEAK INSTALLATION DETAILS
ORAW NG NU16ER AD—HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
TOP COURSE(S) OF SHINGLES TO
SITE INSTALLED SHINGLES (USING THE OVERLAP PEAK AS SHOWN.
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAMER OF 151 FELT
IN ROOF WITH A 6' MIN. WIDTH OF TO ROOF KITH A 6' W. WIDTH OF
TO ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH ENO TO
ROOF DECK AND/OR EXISTING ROOF DECK N. EXISTwG
FELT AS SHOWN. FELT AS SHOWN.
W
NOTES:
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
APPROVED BY
AUG 0 1 20
INC.
NOTICE: DRAM BY. DAIS:
JACOBSEN HOMES THE s1E�� TNO MAtM AK M.T. 7-28-04
0009AL FROPIfaETART. AND 00i10 nX DRAWMG TITLL-
YATEiW OF, JACM501 YANOFACIMt N SHMC MNDERLAYMM NT INSTALLATION
„ P.O. BOX 368 W— 20 MAIMS AK Fft"= TO TIE
SAFETY HARBOR. FLORIDA 34695 I[ami Hit 9(OCPAW AID PM K DRAWG MIYBER
PHONE (727) 726-1138 IeT tp MPA Ao KCKT FM outs. AD—HR-W
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN TO FLOOR FRAMING
MEW W/ STAPLE OR NAL
BANDING STRAP "I PEO' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
ODE OF NOT LESS THAN 1/4' PER FOOT MUST BE NANTABIED TOWARD THE
OUTLET. MR VS GRADE CAN NOT BE ACMeEVED, NOT LESS THAN 1/8'
:OOT MAY BE USED WrIEK A FULL S11E MANDUT S INSTALLED AT THE UPPER END.
I VIEW tK BRAIN PIPMC
NOTES:
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
r
INC-
JACOBSEN HOMES xsESKOrAM4MDORA"=AM. oBA,kNer. R.R. CAS' 7-17-97 MY.`L I"X'
CAVAAI. M PRIETART. W oafWIK DRAWIG WILE
P.O. Box 368 °A1Q°"s °F A+a3XWN 1Uw6'ACWRMC PLUMBING SUPPORT
nC Mm VAIMALS AR[ momm w It
SFfETf HARBOR, FlORR)A 3i69S RECM4 MR V=PJMM AM rosy K DRAVING IA Wa R
PMONE (eta) 725-1138 ISM CMfW k RM KOV My coos AD—PL-0001
]R
NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
ROVED BY
mm vs
INC.
JACO BSEN HOMES t�°TTMI) IFNAIIfI UT.DATe NEV. EtIItIC
TIEg SPEC}TCATIONS MI) oaAwncs ARE M.T.3-30-05
ORMNPI. PR&VVW AND COIMWENI L DtAWn 717LE.
P.O. BOX 368 MATEMALS OF JACOM MAKFACTOW —
Orc Sutra+ MAIL A S AK FROVW TO HIE . OPEN PORCH RAILING(S)
SAFETY HARBOR. FLORIDA 34695 BECI4<LT FOR SPECf16 FIBS Alp MIST BE DRAM MAW:
PHONE (727) 726-tI38 KEPT CtIOMIR NO SEW RN ONFAS A040-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST k ROOF), SOLAR TUBES AND PLUMBING
4 VENTS SEE AD-PR-7007 & 7009.
FOR ROOF DETAILS
MAX. ROOF SLOPE
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
- - --(SITE INSTALLED)
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE All FACTORY INSTALLED \— FOR ROOF VENTING BOTH FACTORY J
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 k 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF -SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES: DAM APPROVAL:
APPROVED BY
Revised
ON
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
Nonca DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES am wE�TA� AND DRAGtODS ARE O.A. 10--- ,
OMMAL, PROPRIETARY, AND colstDeTIRAL DRAWING 11IlE: B
P.O. BOX 368 MATMALSOF'µ MANUFACMING ON SITE PITCHED ROOF DETAILS
N- 9mT MATERIALS ARE PRmm TO THE
SAFETY HARBOR, FLORIDA M95 REC>PpIT FOR 91M PURi =AND INIST BE ORAVANG NUMBER
PHONE (727) 726-1138 KEPT CONRD TAL AND SECRET FROM ODERS AD-PR-7001
in
ROOF. TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16' X 1 1/2' X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE 111
11' MIN. SITE INSTALLED DECKING OW' RLAP
FACTORY INSTALLED ROOF DECKING
boll -
SEE NOTE /2 1
EE NOTE � �S A I 18' MIN.
DECKING 'WIp
CROSS-SECTION
SITE INSTALLED 7/16- MIN. ROOF
DECKING SECURED WITH 7/16- X .1 1/2'
X 16 GA. STAPLES. 2' O.C. Mg. -To
EACH 16' QQ RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTALLED
RAFTER BELOWL
FACTORY INSTALLED RAFTER
(CENTER SECTION)
WIIIOZONE' ■
ALL EXPOSURES
(20 Pr ROOF
REF. PG. RC-07-0044 10 PW D.L.
NDS01 ' C-F63 - 88.01
NQTE3: MUD APMAL• DAM AF ROft-
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW Y►ITH
INSTALLED PITCHED 0 SCREWS AT lEA0i RAFTER
RAFTER TOO AMH FACCTORYNSTALLED APPROVED BY
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LK RAFTER RAXS (OR RIDGE BEAMS) WITH ` Jun 09,2006
110 X 4 1/2' SCREWS 9' O.C. MAX SPACNG. ,% �•U7
�
1 SEE AD-FA-0020 FOR CAP TREATMENT BETINOEN. SECTKXIS John C. , P.:, �. NC•
K2 Engkoe", Inc. CousTpA 7m An "`E"' ��"" s
NoTICt OnAr1 IT. DATE: ALY. lET1ER
JAC O B S EN HOMES 11ER ?E�I1D6 AID pu,wa E o.a 06-02-06
', P.O. BOX 36e w1OMS 4f AAMM WW.C,1wiC H
SAFETY HARBOR. FLORMA 34695 W. MXN YATBm. Af( Pmmu A lK R00F TO ROOF ATTACHMENT
PHONE (727) 726-1138 X ao"i aC PAWS 1�Mw IM K DRAW C
AO-PR-7002
21
2 X 6 OUTLOOKER
IV O.C. MAX. BETWEEN OUTLOOKERS
-- Qc v..
RAFTER TOP CHORD
�— 2 X 6 OVERHANG FASCIA
INNS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
eoK
19• U
o
lz
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' NAILS
FROM HAILING BLOCK INTO
RIM PLATE OF ADJACENT
am RON OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TO( INN:R WIVN..131' X 3'
NAILS OR MIN. 7 16' X 2 1/2
X 15 GA STAPYS 16' O.C.
MAXIMUM INTO TOP do BOTTOM
CHORDS ONLY.
2 X 6 FASCIAFASTENED TO OUTI.00KER � `- 2 X 6 OVERHANG FASCIA
W/MIFL (5) 7/16' X 2 1/2' X 15 GA. END ZONE ASSEMBLY NOTE:
STAPLES OR MN. (3) .131' X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) 1= OF 1W�DMW BE TLM IM
(TYPICAL AT ALL CENTER BRACES) N IM QWZONF PER FASMO aLAR>:
SWOLE TRUSS ONLY
REO'D OL1151DE OF
3 Fr. AREA
SS MAY BE
PLACED ON MO SCE
I NDSOI
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAWNG.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING.
FASTENERS
Gunn".
PELlETRA7m
.131 PD NAIL
5
1 1/f
15 Gk-STAPLE
B
1'
/B SCREW
2
1' (Dam TP)
OUROM FASTENERS MAY BE NSIALLED MRNOZONE 111
FROM TOP OW DOW F PEMERMARON ALL EXPOSURES
5 NWAM (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
AN4 WAL• I DW APPROVAL•
N 1W _ og`�
.John C. DoEden,'P•t•
K2 Engines; ing; Inc.
APPROVED BY
peb� 14 05,2008
F�I Vc.
FEDERAL WWUFACRIRFD MOPE
taNSTw1c�DN APa SAFETY STAMWDS
JACOBSEN HOMES
T" SKCMIM AM MAW= AM
DRAWN BY:
O.A.
DAIS
1-29-08•
REV LETIEIt
QMUL KCOM " emsmo ML
VAIUM OF' WANUFAC>tlM
DRAWING TIRE:
OVERHANG ASSEMBLY
A
IMP
P.O. Box 368
NC sm YAn"s ARE PROM m m
END ZONE RAFTER
Wr f HARBOR. FLORIDA 34695
PIME (7z7) M-1138
WW R7t M= Af4= W WM E
WT cof9mm AO smET ffm onus
DRAV, NU1L M
AD-PR-7003
99
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
— I .TRIPLE WIDE CENTER SECTION PI AK
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION a REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS Q FULL
ROWS OF SHEATHNG) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
WIDTH PER SHEATHING REQUIREMENT I 4 MANUF. INSTALLED DECKING TO HEREE
APA RATED ROOF DECKING
(OR EQUAL)
1b
WINDZONE 0
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES -
1. 1/8' MAMMUM GAP AND 1/16- MINIMUM GAP BETWEEN. DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 W Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. CJv s". P = ON pi Oct . 29 ,2007
3. OTHER TRIPLE WIDE SECTION (NOT MOWN) WILL BE THE }(2�11C,j,:iL'ail�i�, !i1C. INC.
SAME DECKING PATTERN. FEDERAL MMUFAM EDNONE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
DRAT BY., oATe Rrr► 1tTT�:
JACOBSEN HOMES TNT � DRAB � O.A. �o-24-a7
cAraluElloo. Ne DR11fNC T111E
P.O. Box 3w w>E10 AI MlINIrtACV w ON SITE PITCHED ROOF DECKING INST.
NC. 911011 WiAJllS AK PIIOY®1D AE
SAFETY HARBOR. FI.ORIDA 3095 pert m gm M106CS im m R Mums NIUlom
PHONE (727) 726-1138 "TDoroom Mo mu NIOI amm AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
/SI SECTIONOFROOFER
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR OUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION —� /
CEILING PANEL—�
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
I NOT
DAM APPROVAL
APPROVED BY
'Revised
Oct 25,2007
AINC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE:
THESE SPEccTCATONS AND DRAT= ARE
DRAWN BY
O.A.
DATE:
10-24-07
REV, LETTER
ORMAL. PRDPiAETARY, AND COiFSDFATIAL
MATERIALS OF JACH�N MANUFACTURING
DRAWNG TITLE
"
P.O. BOX 368
SUCH MATERKS ARE PROVIDED TO THE
SITE INSTALLED PITCHED ROOF VENTS
❑
SAFETY HARBOR, FLORIDA 34695
KNOTT FOR 9ETi1C P OSES AID MUST BE
COLS MTK ARD SECRET FROM OTHERS
DRAWING NUMBER.
AD-PR-7005
PHONE (727) 726-1138
KEPT
24
ROOF VENTING
MARRIAGE WALLS I I
'W Ioo SK CUTOUTS FOR
VETIAATI 4 O ROOF SECTION
is (SEE CURT FOR RE.WWMENTS)
100 SO. IN. CUTOUT VENT HOLES
N
REQUIRED 1N FLAT ROOF SECT10
(1607 x SECTION LENGTK CUTOUT HOLES:
0 TO 15-C 1
15-61 TO 31'-r 2
31-3' TO W-W 3
4W-TO* TO 6 -6 •
62'-6 TO -0 5
I I • MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
�I
I MARRIAGE WALLS
1 LOW VENT LOIN VENT
I
I i •50 SO. IN, VENTS REQUIRED
I 3 HIGH VENT IN SITE INSTAI.IED TRUSS SECTION
I CENTER LINE OF CENTER SECTION
(1w) = Irf - u1l m m Im too xxk
IDS- UK oft
311-Y 10 4v-w 1 NOW
I -W A -i 2 1 EA. SK
10 GT-f 3 2 [A SK
1; 1 A AWXX 10 041MM *0 5
1 •-r i -
St I -� TIP. SO SO. IN. ROOF VENTS •-
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT .
l MARRIAGE WALLS
1
I SITE INSTALLED CENTER SECTION OF ROOF.
W
A PROVED BY
JUN 10 ?
ANC.
FEDEIAL MMK#GTM HOME-_
JACOBSEN HOMES UNG RV L1
NO�� R.R. 01-22-0�
1csE stcorlu11I01a AIO oars u1[
WAMM L P1IOP11[IM. me Cawmim pRATRIC TITLE:
P.O. Box 36s MANNALS a XCOM MAMIRACJUI M� ROOF VENTING
_ w- SUCH[ MAROWS ILK mwm To 19
SAFETY HARBOR. FLORIDA 34695 1KPOR FOR VW P[KOSQ MO 0151 K ORA m NU19ER:
LLJLLJ PHONE (727) 726-1138 IKT C[It/IMAK ANDSM.9 MW COM AD—PR-7006
i
I I • MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
�I
I MARRIAGE WALLS
1 LOW VENT LOIN VENT
I
I i •50 SO. IN, VENTS REQUIRED
I 3 HIGH VENT IN SITE INSTAI.IED TRUSS SECTION
I CENTER LINE OF CENTER SECTION
(1w) = Irf - u1l m m Im too xxk
IDS- UK oft
311-Y 10 4v-w 1 NOW
I -W A -i 2 1 EA. SK
10 GT-f 3 2 [A SK
1; 1 A AWXX 10 041MM *0 5
1 •-r i -
St I -� TIP. SO SO. IN. ROOF VENTS •-
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT .
l MARRIAGE WALLS
1
I SITE INSTALLED CENTER SECTION OF ROOF.
W
A PROVED BY
JUN 10 ?
ANC.
FEDEIAL MMK#GTM HOME-_
JACOBSEN HOMES UNG RV L1
NO�� R.R. 01-22-0�
1csE stcorlu11I01a AIO oars u1[
WAMM L P1IOP11[IM. me Cawmim pRATRIC TITLE:
P.O. Box 36s MANNALS a XCOM MAMIRACJUI M� ROOF VENTING
_ w- SUCH[ MAROWS ILK mwm To 19
SAFETY HARBOR. FLORIDA 34695 1KPOR FOR VW P[KOSQ MO 0151 K ORA m NU19ER:
LLJLLJ PHONE (727) 726-1138 IKT C[It/IMAK ANDSM.9 MW COM AD—PR-7006
i
1; 1 A AWXX 10 041MM *0 5
1 •-r i -
St I -� TIP. SO SO. IN. ROOF VENTS •-
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT .
l MARRIAGE WALLS
1
I SITE INSTALLED CENTER SECTION OF ROOF.
W
A PROVED BY
JUN 10 ?
ANC.
FEDEIAL MMK#GTM HOME-_
JACOBSEN HOMES UNG RV L1
NO�� R.R. 01-22-0�
1csE stcorlu11I01a AIO oars u1[
WAMM L P1IOP11[IM. me Cawmim pRATRIC TITLE:
P.O. Box 36s MANNALS a XCOM MAMIRACJUI M� ROOF VENTING
_ w- SUCH[ MAROWS ILK mwm To 19
SAFETY HARBOR. FLORIDA 34695 1KPOR FOR VW P[KOSQ MO 0151 K ORA m NU19ER:
LLJLLJ PHONE (727) 726-1138 IKT C[It/IMAK ANDSM.9 MW COM AD—PR-7006
i
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED
SITE INSTALLED VENT CAP OR SOLAR TUBE PLUMBING VENT PIPE
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
(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 SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LT11P. CONNECTION TO VENT CEILING PANEL
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
II I \ MARRIAGE WALLS MARRIAGE WALLS -- I I I
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT PLUMBING VENT
AND FASTENED TO ROOF
DECKING OR BACKER ROOF FLASHING
WITH MIN. 4— 8D NAILS (SITE INSTALLED)
IN LIEU OF FASTENING
DUCT TO VENT CAP. <K
VENT PIPE
SITE INSTALLED FLEX DUCT (SITE INSTALLED)
'v r COUPLER
\—SHEET METAL 0,4 (SITE INSTALLED)
SCREW
0-*—FLEX DUCT (FACTORY INSTALLED) ' VENT PIPE
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED (FACTORY INSTALLED)
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE DETAIL B'
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
+NINC.
OVAL•NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. BY
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUNDHOLE CUT N ROOF DECKING. 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE. FEDERAL AANuFACTURED HOME
rnmQTRI I .ImN AND SAFETY STANDARDS
DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES 1J07C� R.R. 01-23-04
>� ��>� AIID �� ARE
OROMAL PRaPREIARI. AM Co1ID01pe1 DRAWING BILE _
MATERIALS OF AoZO t rAKWACRO" PITCHED ROOF EXTENDED VENTS
„P.O. BOX 368 w— SHOT HAIER14S ARE PROVIDED 10 THE
ED SAFETY HARBOR. FLORIDA 34695 RECF04 FOR SFEOIC NAVM MID NMI K DRAWING NUMBER:
PHONE (727) 726-1138 jVT CUIEIDE lK AI SEMT spar DIM AD—PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15{ FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 97H A 6' MIN.
OVERLAP AND A MIN. 6' VNDTH OF ROOF CEMENT.
15Q FELT TO HAVE A 6� MIN. OVERLAP 15j FELT ALSO CEMENTED WITH A r WIDTH AROUND
AND A MEIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
r -� r -t r t= r -� _ _ •',•',�•',•'.•', FIELD INSTALLED ROW SHEATHING (IMP.)
6' WIDTH OF ROOF CEMENT WHEN
OPTIONAL 15j FELT & INSTALLED.
I i l i 1
r -I
I l I � 9
I OP110NIIL LAYER OF 151 FELT
I
i
l I �
1 1
ORE -PIECE S ME .
UNDERLATM ENT
ROOF SHEATHM (T1fP•)
THIS ROW OF SHINGLES TO IE FIELD* INSTALLED AFTER
THE MERLAYMENT HAS BEEN INSTALLED.
THE LAST COARSE OF FACTORY INSTALLED SHINGLES 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 6' MINIMUM.
I IN 1.
u,
FASTENING
DETAIL
VANOZONE U .
(110 MPH)
ALL EXPOSURES .
ENGrW APPROVAL:.
DADA APPROVAL
iCEMENTING OF OPTIONAL 15f FELT IS NOT REQUIRED IN ANY AREA
APPROVED BY
EXCEPT WHERE NOTED.
Revised
2. FASTENING OF OPTIONAL 15j FELT IS NOT REQUIRED. (FASTENERS APPLIED
PLACE UNTIL SHINGLES ARE INSTALLED.)
�%
4J-:.,d.STI,
Oct 29,2007
PIN C
ARE JUST TO HOLD FELT IN
oh 1(n�,
.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
;{"1�'vik�l�ry ��+.
K2 eng 9,
EDERAL ■ANIFACfUFAD XOME
XSTRUcnDN AND SAFETY STANDARDS
ONLY WHEN SPEC IRC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
NOTICE
TNT �►mm AND wonAREa
MWIL. PtlWWAK AID CMflD@IWIL
us or
a
..
10-24-07
- — --
A
IIMILIIG m.
P.O. 80)( 368
IRt: sow PROWDD w ME
SIZE HNSTAIIID SHINGLE AND LIFDF>iLAYL NT
,
SAFETY HARBOR. FLORIDA 3095
PHONE (813) 726-1138
IM01 FIR SPM PJWW AID WSr E
ORAVW NUMBEk
AD-PR-7008
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF.
CC /ice
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105" X I' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED 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 MATH ROOF -
MG MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND 70P OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER TNTH SHINGLE TABS
SECURED VATH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DAPIA APPROVAL
NOTES:
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.
FEDEI
AL MANUFACTURED HOME
CONS
RUCT ION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
,max 9KCM>� AM MAMM
Dun BY:
1�•T.
DAIS
02-04—fl4
REV. LETTER
DRAWNG TITLE:
aaawl. PROPR4IART. AND Ca110EM1YIL
P.O. BOX 368
MATUBALS QF JWGWEM m~ACTOf 6
RIG. SIILTI MAIERMLS AK MV0W 10 11E
TV. FLASHING INSTALLATION
DRATIRIG NUMBER:
AD—PR-7W9
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
Ka l FOR -9m "OnKs"MAT Q
KT CDemo q AID SWtEl IrI M 01IM
28
ADDENDUM
GENERAL 'NOTES ./ TIE-DOW"NTS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL ILE-DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE-DOWNc,
3. VERTICAL TIES MAY BE SECURED TO THE SANE GROUND ANCHOR AS THE FRAME TIE-M Mil MEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. *ESN ANCHCRS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLAT MUST BE ;NSTALL-r
N ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SL'PPIJED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREA101S ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS MO FRAME TIES SHALL BE INSTALLED PER THE MMIUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES 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.
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH J-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 TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON DR CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL. TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOILAN
WHICH K ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST If ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECF8 FORCES IN ACCORDANCE WITH TESTING PROCEDURES N ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, IMES 1.5 SAFELY FACTOR OR N ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WkLICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL DE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL am -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAPS) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO .THE CROSS -MEMBER
TO WHICH 17 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.. REFER TO THE APPROPRIATE TABLES FOR
THE REQIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG REOUERuENTS. ALL BLOCICNG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES:
..,..`��MOp•"''��.,,��
`)O�.G�sTEog.;pAP.
ROVED BY /�,,-
' •Q' NO•
THESE NOTES AND DETAILS ARE APPLICABLE
`ZONE
` I
jW T 5 10
FOR WIND 11 AND/OR WIND ZONE III. THEY.
ENE8703571
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE W. SEE APPROPRIATE TABLES
= .+
INC,,
FOR SPECIFIC INFORMATION ON EACH.
-
: T47i�� J.
ACfI/mNaR
.
6 r �.
Mowsrrsrna�
JACOBSEN HOMES
NOTICE 'l""NT
1u ��TOS AND DRAW= Me
CI MALL PDO KTMY, AND CW=nAL
nnuid C%%,ALE:
C.L.cLY.
5-19-95
REV. LETTER:
A
ORAWWG 111L
NOTES
UAimAL5 or JAcomm uMAlrA ume
TD—GENERAL
r
P.O. BOX 368
SAFETY HARBOR, MORIDA 34695
PC AJCN MOEMU M[ PNO M TO THE
AECPDIi rat S MC R8P n AM WO K
ORAWWG NUUSEFt
AD—TD-0001
PHONE (813) 725-1138
KM COWWPA1 90 SEC U FROM ODUL
29
ADDENDUM
l
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN.OTY.
ANCHOR
YIN.OII
ANCHOR
t `
WIDTH
EA. END OF
ANGLE
EA. OF
AN
�
r�4 O v
EA SECTION
YIN. 6
EA SECTION
u1N. 9
20'-0'
2
36'
2
45'
24'4
2
46'
2
60'
25'-4' 1
2
1 50'
3
38'
26'-8' 1
2 1
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE III
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'—O'
-12'
8'-0'
31501
40'-50'
6'-8'
3150 j
40'-50'
254
1 12'
1 8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
26'-8'
12'
5-0'
31501
40'-50'
T-8'
31501
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
UK OTY.
ANCHOR
UK Ott.
ANCHOR
WDTH
EA. END OF
ANGLE
EA. OF
ANGLE
�t
U
ESL SECTION
MIN.
N. a
Fig SECTION
MIN. e
20'-0'
2
50'
2
68'
�O
24'-0'
2
70'
3
50'
25-4'
3
145
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Nf
SPACING
DOHEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
AN04OR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31500
40'-50'
24'-0'
IV
5-4'
31501-
40'-50'
4'-0'
31501
40'-50'
25-4'
12'
5'-4'
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5-4'
31501
40'-50' +,u
+Hour '-0'
3150#
40'-50'
NOTES-
ENGINEER` .. �iCw�i�i,��'
EgF�•J��j
DAPIA APPROVAL,
1. SEE AD-M-0001 FOR AM17IONAL REQUIREMENTS
�• ��� •i�G�ST ��i
? : Q No. o .-APPROVED
BYE
2. SEE AD-M-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABO%L
ENE8
_
5 gm
�o�• � �
NIP INC
���
i /i�'• � �
�.,� �(J; • •. , O I A� . • • G\_ �.�`
H➢ENL Y411fKlUI�NaE
ons,Aucnanos+vm swar�e
JACOBSEN HOMES
NOTICE:
tNESE sPEOrlUlnoNS AND DRAMNDs ARE
roRAN✓I+D ..
C.L.Y.
DATE
5-30-95
REV. LETTER:
P.O. BOX 368
Cr1 ONAL. PROPKTART. AND CCNIW IAL
MATERIALS OF JACOBSEN MANUrACT"G
o+c sua MAhraus ARE PRO„0(D ,o THE
DRAWING TITLE:
NORM. SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REOPOIT rOR SPECFX RlRPM NO WM BE
PVT Cp6tiE nk AND SECRET rROJ OTHERS
DRAMNG NUMBER
AD-TD-0010
30
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0100-M-av
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NO S331k 31 MO Oi 76VOl1 W 3DVd SK NO NEM W(-X i
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TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE-DOU METHOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTWITE 11-DOIN YE . A ....
SEE NOTE 5 FOR
MAXIM HEIGHT
NOTES: ENGINEER `ARPR\ovA� �,BY I
1. SEE AD-TD-0010 FOR SPACING UEIIFS `����\.��,�ST EqF • FrL �� Al "
2 SEE AD-TD-0010 FOR WANITY OF LON07WAL TIE-DONN STRAPS REWIRED. � �; Q' No. o '
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. ENE8703571 INC
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. — I
5. ZONE 2/EXPOSURE V: 60' MAXIMUM HEIGHT 'T 4r M0i��" 3AFM
ZONE 2/EXPOSURE V: 44' MAXIMUM RIGHT yyy---
'CIO'.• . L}/P.: ��Gr. ` REF. CALLS:
ZONE 3/EXPOSURE V: 40' MAXMUM HEIGHT 'ice .'�� p(pl,.•' �� ���
ZONE 3/EXPOSURE V: 36' MAXKIM HEIGHT ��'�i,_saSM �� t • `G�.```��
NOMM e."". DATE: REV. LETI
JACOBS EN HOMES > SPEalCA7=5 AHD DRA IM ARE C.L.Y. 3-27-95 ER:
ORIGM PROPRIETARY. AHD t OWMTK DRAWNG TITLE:
P.O. BOX 368 MAMALS OF'ACOM MNffAClLFMG FIGURES 1.0 AND 1.1
RIG SM MATOMA S ARE PROMM TO THE
SAFETY HARBOR, FLORIDA 34695 Rt MU FOR WECM PIffM AHD MUST IE DRAWING NUMBER:
PHONE (813) 726-1138 WT WWII& AHD MOTT nmu oTH m AD—TD-0011
47
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
wnvAwr. Tip—nnww SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION I I
SHOWINGIEDOWNS RAON
ANmm MQE (SEE NOTE P)
mom ma (a NOTE P)
FIGURE 1.1
ML
11. SE AD-1D-0010.1 FOR SPACING TABLES
2. SEE AD-TD-0010.1 FOR QUANITY OF WHOM TIE-0001 SUPS REOLARFD.
3 SEE OTHER DETAILS FOR .BIMN0 (PIER) QUANOTY AND OTHER REGIAREYEMS.
4. SEE AD-TD—Dom FOR AMMONAL REQUIRIlIENTS,
5. ZONE 2/E1MIRE 'C': 6Y YAl0 W HEIGHT
ZK 3/W8A1RE 'd.- 5r MAUUY HIM
6. *a ANCHOR ANGLE 9409 ON AD-TD401a1 Gt810T BE ACHIEWD,
INSTALL AN APPROVED STAMM PLATE.
oee�esae�ef®a������o
C. D0 a°o
�0.-�,\G E N
No
cc
m�
� ; �eee
smWE5RR
YA101R1 IF101T
APPROVED BY
ONOO
.71m 16,2009
INC.
FEDEFUL YAIIUFACfllED HOSE
COX9INIICIION AMD SAR7Y STAKDAIMS
C-TD- 215.01 - 215.20
JACOBSEN HOMES NOTlC)?r ��� M.T. � - 06-04-09
Tm SPcomim Alm MAW= ME
MIMUL, FMFWMY, AND cmumam moos TITLE:
YAm "of dACOM MMUF CItJAltO FIGURES 1.0 AND 1.1
P.O. BOX 368 BIG Sml Yhmu AK plmwm.m THE
SAFETY HARBOR, FLORIDA 34895 BMW Rm SP rc IUPOe>E8 AID IOST E ORAwm m BEN:
PHONE (813) 726-1138 MT WMIX $0 S M FROM OH' AD—TD-0011.1 ld
AN
ADDENDUM ss
NORMAL TIE -DOWN SPACING TABLES,
ZONE 1I & III/EXP. C & D 1 �'
LONGITUDINAL TIE -DOWN SPACING TABLE
f+'
MIN.
WIND ZONE II
WIND ZONE III
V
FLOOR
WIDTH
YIN.OTY.
EA END
EA ScC110N
ANaat
AN
YIN.. A
MIN.OTY.
EA. END OFANGLE
EA �CTICN
ANCHOR
LAIN.. B
12'-0'
2
43'
2
55'
13'-4
2
50'
2
1 68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DEL.. HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
8'-0,
31501
40'-50'
6'-8'
31501
40'-50'
13'-4'
6'
5-0,
31501
40'-50'
6'-8-
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
�O
FLOOR
WIDTH
A. D O
EA. END IO
EA SECTION
ANCHOR
ANGLE
LAIN. a
ADL DOTY.O
EA. END O
EA. SECTION
ANCHOR
INGUE
LAIN. e
12'-0'
2
64'
3
47,
11'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
1 30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
sPAaNc
DEL.. HEAD
LOAD
ANatat ANGLE
SPAaec
DEL HEAD
LOAD
AHaiOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0*
6'
5-4'
31501
40'-45'
4'-0'
3150a
40'-50'
13'-4'
6'
5-4'
31501
40'-50'
4'-0*
3150j
40'-50'
NOTES:
1. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE AD-TD-0013 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE.
ENp;EER�w` O0
�.`� Q� ••' �$T FQ ��.
ENE8703571 —
DAPIA APPROVAL*
APPROVED BY
IN T 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDETYALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160* FLOOR OR 144' FLOOR MOTHS WITH 95 1/2'
I -BEAM SPACING 96' MA70MUM SIDEWALL HEIGHT AND 6' MAXDIUM SIDE,Nol,AN•.
OVERHANG (6' OV06IANG MAX EACH SIDE OF UNIT).
* '
STAkT F
:'
�'•.
i��� �+ ,,,•
11 V
�E7F�1YwwJACf1/�IOE
coasiti': o�A,oSAFCrTSTAlovoo
JACOBSEN HOMES
P.O. BOX J68
SAFETY HARBOR, FLORIOA 34695
PHONE (813) 726-1138
NOTICE: �A/1t1 1►
THESE SPECIFICATIONS AND DRAMNCS
CMGINAL PROPPoE7W AND CONIIDENTML
MATERIALS OF JACOBSEN MANUFACTLONG
we Ra MAXFMS ARE PROVIDED TO THE
RECPOff FOR SPECFIC PJFOSES AND MDT BE
IVT COI!W'iK AND SEOV FROM OTIERS
A
1111t � C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
DRAWING NUMBER:
AD—TD-0012
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
--.._ __ __.� .....— .... .v .r w.a ..__. .•...r.rwlc II104L r[ N lv_wl[ 11IRL Mll
FIGURE 1.2
SB6 F1 UO 2.0 MR MMA3M—Donn iMD
ANGLE ANGLE
FIGURE 1.3
SEE FORE 7.0 FOR A►.TSRRATE IX -Dorn Fa; MD
SEE NDTE 5 FW
YA1NNY Hm
NOTES: ENGM%%6 Y umbj f"" DAPIA APPROVAL:
1. SEE AD-M-OD12 FOR SPACING TABLES AND NOTES. ���G •DoFQ''''% APPROVED BYgL
2. SEE AD-1D-0012 FOR OUANITY OF LONGITUDIAL ME -DOWN STRAPS REQUIRED. �O; •�G�STEq . �
3. SEE 01NM DETAI.S FOR BLOCIING (PIER) OUANTITY AND OTHER REQUIREMENTS Q` No. A Z
4. SEE AD-1D-0001 FOR ADana+a REQUREMEHTS = EN 870357N
5. ZONE 2/EXPOWRE 'C': 30' MAXIYUY HEIGHT ONI��
ZONE 2/EXP05URE b': 48' MAXIMUM HEIGHTf3aT•� OF �uRwrr,,.sinu®
ZONE 3/EXPOSIIRE 'C': 28' MAXNAUY HEIGHT 'p `'// maur1na11waRTr
ZONE 3/EXIROSURE V: 60' MAXIMUM HEIGHT
REV. LETTER:
JACOBSEN HOMES THESE SECWATNio AAM owAiM� I `�it��``� C.L.Y. DATE 5-19-95
ORIGINAL. PROPKTARY. AND oo1 WTIAI DRAWING nTLE: A
P.O. BOX 368 MAT�as OF JACOM MMWAClul M FIGURES 1.2 AND 1.3
SAFETY HARBOR, FLORIDA 34695 AEOPXDK FOR MUSVfft PRE PROS � I10 E
PHONE (813) 726-1138 DRArANG NUMBER
IVT MWOOM AM WXT fl= OMM AD—TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3
FOR TYP. CROSS-SECTION(S)
NOTES
(� PAOVAt.,
�� Q \STE .F �.
DAPIA APPROVAL
I. SEE AD-TD-0010 FOR SPACING TABLES
�.''F�'G No.RFo ? =
APPROVED BY
2. SEE 0-m-0010 FOR OUANITY OF LONGITUDIAL TIE-DOYN STRAPS REOUIRED.
ENE8703571 c
5
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREUENTS _
�• _
4. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS
C�''!N�IAN�'••����,
(ice
II �f
F�� �.�
f4DFiUlYN+IfAC1U�N}E
casR.c„aAosumsvAaa>t
j A�„E
JACOBSEN HOMES
NOTICE:
THESE sPEanuna+s AND oRAwNGS ARE
MONAL. PROPRIETARY. AND CONFIDENTIAL
DRAVM BY:
C.L.Y.
DATE:
5-19795
REV. LETTER:
DRAWING TITLE: -
IDRAWING
P.O. BOX 368
MATERIALS OF JACOBSEN UMUFACTURING
FIGURE 2.0
A
SAFETY HARBOR. FLORIDA 34695
R �a Y�ATERCS JIYMH O YlTIOTHES
NUMBER
PHONE (813) 726-1138
1VT CMMTAL kO %CRCT IRON OMM
AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE NEW OF MAIN FRAIIE
-E-DOWN STRAP
Sll OTHER DETAILS
fOR TIE-OCMN SDRAP
SPECIFICATIONS.
APPROVED ANCHOR WcVM TO
MAIN I -BEAM (SEE OTHER OETAr-S
SEE AD-TD-0200 FOR FOR WELDING) TO BE WALLED
RADIUS CLIP DETAILS AT E FACTORY
(REWIRED THIS LOCATION). (MIN. 3150j WMNO (DESIGN] LOAD
AND 47251 LA.T9AATE LOA3.)
00 GROUND AN00
SEE OTHER DETALS FOR SIM
_ ANGLE AND OTHER INSTALLATION NOTES
_I
I- FIG URE 2.1
SOLID HEADER (CROSWEVEER) 3- X 3/4' (_ 1/2
FRONT VIEW CUT IN70 HEADER MUST BE LOCATED
FOR STRAP ATTACH4EIIT. WTHN V OF MAIN
,
(FACTORY CUT) . CHASES i-BEAM.
SEE AD-7D-0200 FOR j SEE AD-10-C200 FOR
RADIUS CLIP DETALS I RADIUS CLIP DETAILS
(REWRED DUS LOCATION), (REOLWD THIS LOCA70
5' MAX .
TE-DO'hW STRAP
SIDE YEW FOR
OTHER DETAILS
fOR TE-DOWN STRAP
SPECIMATIChS
GROUND AND%OR'
op SEE OTHER DETAILS FOR SIZE,
ANGLE AND OVER WTALLA71ON NG:ES.
�I FIGLRE 2.2
�� � • :- .Q . it
NOTES; ElqaUB APPROVAL:DAP:A A?WOVAk
EP:�S'%'��1p
1. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL 11E-DOWN STRAFS REDJIRED. C.-Tllic
I SEE OTHER DETAILS FOR BLOCKING (PER) OUANRTT AND OFra REOWEMENTS. ^' 6
4. SEE AD-TD-0001 FOR ADDITrONAL REWREMENTS. ��� �rF.; �L
Asm BRACKET AND TIE-DOW
DEVICES ARE CERTIFIED By OTHERS
r077Ce CRAWN BY. DAa. Fiv. LETT .
JACOBSEN HOMES Tim sEGTWONS AN3 CRAZM3 AM . C•LY. 6-13-95
QTAAL KRC.'WARY. ANC cW1DOIITUL DRAIM R1tL FIGURES1 aC 2.2
P.O. BOX 368 VAT7CALS OF dACOM YANt�AC1L4010
NG M MAMtLgs An ►ROP= 10 I E
SAFETY HARBOR, FLORIDA 34695 , vai rm r(OrK rr'oms "um K DRAWING NUMBER:
U-0 PHC64E (813) 726-11311 w1 cohnxmIAL Aro 9:CIR IRoM o2m AD-M-0015
LONGITUDINAL STRAP ATTACHMENT
TYPiCI
W CLAMP, MANUFACURED BY
ENGINEERING, PART 159011
ta6L „murACTURER-S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
TYPICAL LONGITUDINAL ANCHDR STRAP
(FIELD INSTALLED)
NOTES:. DAPIA APPROVAL
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH 8, GRADE 1 STEEL STRAPPING, 1 1/4" VIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL JUN S 5 • M
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. INC.
FEDE AL MANUFACTURED HOME
CONS rRUGlION AND SAFETY STANDAROS
710=13: DRAWN BY: DATE: REV. LETTER:
'JACOBSEN BIOMES 1WESE SPEOFlCATIONS AND DRAWINGS ARE M.T. 6-12-01
ORIGINAL, PROPRIETARY, AND WOIDENRAL DRAWING TITLE:
NAIERIALS OF JACOBSEN NANUFACWRING
RB Box INc SUCH NAIERIAIS arc PROVIDED 10 THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HAARBOR, FLORIDAI 3a695 REORENr RK FECM PURPOSES AND MUSr BE DRAINING NUMBER: PHONE (727) 726-1138 KEM COWDEN IAL NO SECItE'i FROM OTHERS AD-TD-D016
38
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
i
�l
LONGITUDINAL TIE -DOWN. SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE
III
W CITY.
EA. END or
FA SECTION
ANCHOR
ANGLE
uUKa
WL OTY.
EA END OF
EA. SECTION
mom
ANGLE
-UK e
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4'
3
38'
3
•`�
VERTICAL TIE—DOVN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II,
WIND ZONE III
SPACING
Deli
ANCHOR ANGLE
SPACING
DES. HEAD
LOAD
ARDNOR ANGLE
10'4"
12"
4'-0'
31501
40'-50'
4'-0"
31501
40'-50'
12"
4'-0'
30001
40'-50'
4'-0'
31501
40'-50'
IS-4-
12'
5'-3'
31501
40'-50'
4'-0'
30001
O�v
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
—
UK CITY.
EA. EA. END OF
FA SECTION
ANCHOR
ANGLE
uHN. a
W CITY. Am
EA. ENO OF ANGLE
Ex SECTION MIN. e
10'-0'
2
64'
3 46'
12' —0'
3
50'
3 68'
3
58'
4 46
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING -TABLE
MIN.
MAX.
WIND ZONE II
WAND ZONE III
SPACING
0- HEAD
ANCHOR ANCIE
T
SPADNG
PeLHEAD
LOAD
ANCHOR AN
GLEFLOOR
EAVE
WIDTH
OVERHANG
LOAD
10'—O"
12'
4'-0'
31501
40'-50'
2'4
31501
40'-50'
12'-0"
1 12'
4'-0'
31001
4T-50'
2'-8'
31501
40'-50'
13'-4"
12'
4'-0'
3D55Q
40'-50'
2'-8'
=1
40'-50'
N TES ENa , VAb 0
BY
1. OFFSET SECTION'61TH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF F O?' �j\ST rt ,•�}_
��?� C� !
REVISED
•i'
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE •''
SECTION�S) ARE T
SAP 0 9 i
. . .
WITH THE TABLES ABOVF-. THE SIDEWAL SIDE AND THE ADJACENT h'
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). F
INC.
2. SEE AD-M-Ob01 FOR ADDITIONAL REOUIREMENTS. .p ' =
�O''• �� HOME
FEDI
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT RECUIRED FOR THE LOADS TABULATED �� ��.'• �'i�)Qh,.' �� ���
•• CO
!����
RAl MANUFACTUREDD
STRUCTION AND SAFETY STAND
ABOVE. �+�, .... �G,`���
NOTICE �JAN11 I �L� DAM REV. LET11]�
J AC O BS EN HOMES THESE SPEOFICATIONS AND DRAW= ARE R.R. 8-27-96
OMONAL. PROPPJETARY. AND COMXOFNIIAL DRAWING 11TTE: B
MAIERIALS OF JACOM MAUFACA NIC OFFSET
SPACING TABLES
P.O. BOX 368 RK• &" MATERIALS ARC PROMOED 10. K
SAFETY HARBOR. FLORIDA 34695 Komi FOR S 6rx Pirm AND MUST K DRAWING NUUUM-
omn
AD41) 020
PHONE (813) 726-1138 ovi cwwnAI AND 1W TROM
L
D!
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIFrDONN METHOD
TYP. CROSS SECTION(S)
SHOWNG TIEDOWNS
SEE NOTE 5 FOR
MAXIM M HBGLR
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TE-DORN METHOD
NOTES:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
Z. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 44: MAXIMUM HEIGHT
ZONE 2/EXPOSURE 0: 24' MAXIMUM HEIGHT (32" 0 24' WIDE MIN.)
ZONE 3/EYPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.)
[TABLES ON AD-TD-002011
APPLY
TO THESE STANDARD MULTI-MUE 5Ec>tOP15
CF THE UNIT -SEE NOTE 1. AD-1D-�M)
TYP. FLOOR SYSTEN-7 I I TYP. CROSS-MDW
ANCHOR MaE ANOICR ANGLE
FIGURE 3.2
SMVVtldW .ALTERNATE TIE -DOWN METHOD
p'r• ��sTsq �•`.'cc'L
No. FO
ENE8703571
lL_r—j
%ss/QNAL
APPROVED BYElNf I
r��MA'AF�II I INC
wa1nKTl AwsAFfTrswAD"
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAYANGS ARE C.L.Y. 5-11-95
ORIGINAL. PROPRIETARY, AND CONFDJENTIAL DRAWING TITLE: / `
MATERIALS OF JACOM MANUFACTURING FIG. 3.0, 3.1 & 3.2 ,F l`
❑„O P.O. Box 368 INC. SUCH MATERIALS ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 REOPI NT FOR SPEOFIC ROM Ara MUST BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT CWWRAL AND SECRET rROM OTHERS AD-TD-0021.
AO
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN. SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
puuuurrrrrrr
NOTES:
OV �
`��.••�G�STFR
DAPIA APPROVAL'1SF
FOR S'AC:SS TAMS (OFFSET SECTION ONLY).
OF LONGIMAL TIE -DOWN STRAPS REOIARED.
�t`2�,�
APPROVED BY
2. SEE AD-TO-0020 FOR OUANITY
(OFFSET SECTION ONLY) =
NE8703571
3. SEE OTHER DETAILS FOR BLOOCSG (PIER) OUANTITY AND OTHER REOUIRElIEIITS.
I
INC
4. SEE AD-TD-DDOt FOR ADDITIG:AL REDUIREuENTS
�� �ClIA4gj'
• �,
n�waw�JrAnIOIo� '
COOIRIC�O�NDYRi: iTAK'"
''•-s�orrat E
%%%
- -
JACOBSEN HOMES
TNEsEsaEancAT"umDRummARE
ORIGINAL PROPItETARY. AND COIrDD111AL
"WN CT. C.L.Y.
OAIG 5-11-95
11�„�
/\
DRANING.TITLE
P.O. BOX 368
MA70BALS OF JACOOM UA"AC?"C
FIG. 4.0
/'1
„
SAFETY HAP^ '3. FLORIDA 34695
YIG SUCH NARAWLS ARE PROWIM TO THE
rsaPOIT FOR 910 PJMZ AO INS K
.
DRAWING NUVBQt
PHONE (813) 726-1138
IVT OdiT] rIAL AND SE00 n, 01 Om
AI]-M-0022
411
ADDENDUM
S�� ALTERNATE UNIT TIE -DOWN SPACING T 5 O
TABLES
C & D
ZONE II & III/EXP.
LONGITUDINAL TIE -DOWN SPACING TABLE
/
MIN.
WIND ZONE II
WIND ZONE III
ANCHOR
ANCHOR
r
fL00R
EA. END OF
N
EA. DID OF
ANGLEWIDTH
*�rY`
EA. SrCnN
MIN. B
EA SECTION
MIN.0
40
20'-0'
2
�'
2
45'
24'-0'
2
46'
2
60'
J. 1
2
50,
2
67'
26'-8-
2
55
3
30
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DB L_ HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
SAVE
WIDTH
OVERHANG
LOAD
20'-0.
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-0"
12'
4'-0'
37001
20'
4'-0'
39501
20"
25-4'
12"
6'-8'
40001
15'
4'-0'
3950#
22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE nl
FLOOR
III N. OTY.O
EA. FNF
ANCHOR
ANGLE
YIN OTT.
EA END OF
ANCHOR
ANGLE
(�
*
WIDTH
EA WON
YIN. a
FA SECTION
LOH. e
O
20'-0'
2
50'
N/A
N/A
24'-0*
2
70'
N/A
N/A
254
3
42'
N/A
N/A
26'_g•
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DEL
LOAD
ANCHOR ANGLE
FLOOR
SAVE
WIDTH
OVERHANG
LOAD
10'-0' 12' 4'-0' 40001
20' N/A
N/A N/A
24'-0' 12' 4'-0' 40001
24' N/A
N/A N/A
25'-4' 12' 4'-0' 40DOI
26' N/A
N/A N/A
26'-8' 12' 4'-0' 40D0j
27'. ,,,,,,, N/A
N/A N/A
NOTES:
ENQlMll •1�PRDo 14,��
�JJFYAL'. O ''�.
DAPIA APPROVAL
RE(MAREMENTS
�o
FO'?
1. SEE AD-TD-OD01 FOR ADDITIONAL
): �`c. n0.
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
;' ENE8703571 •: s
;`� ' ~-
ABOVE:
J. 20 LADES -82' MAXIMUM I -BEAU SPACING ONLY.
6. '�
4. 4' MAXIMUM INSET TO ANCHOR HEADS SEE AD-1D-0031
-�F7T J1'�•:
.E •.• / S!
N077CE: "Ilnll
'
C.L.Y.
DATE
6-13-95
REV. LETTER:
JACOBSEN HOMES
THESE SPEOFIU1N7N5 AND DRAMNTS ARE
ORIDNAL PROPRIETARY. AND COnENTIAL
DRAI4WG TITLE:
ALT. SPACING TABLES
' . P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
MATEMALS OF JA000SEN MANUTACARNG
m Mai MATLRKS ARE PRONDED TO THE
REOPWT TOR SUM P111P o RD MDST BE
DRATANG NUMBER:
AD—TD-0030
PHONE.(813) 726-1138
ATPT cmmmAT AND s[aET rRou Onm
42
4000�
V%
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
IIE-DOWN
SYSTEM(S)
SEE NOTE 4 FOR
uAXYUY NOGHT
4. MAK L. T FIGURE 5..0
LSEE FIGURE Ll FOR RECOMMENDED M-DO11N HTHOD
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 1DTH A DESEGH LOAD (TORIUIG LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIYDdNT ANCHOR MEEW THE ABOVE SPECIFICATIONS MADE BY
ANOTHER ELtiNl1E•ACTURER MAY BE USED DI LIEU OF THE STYLE CREST PRODUCES ANCHOR
NOTES:
1. SEE AD-TD-OD01 FOR ADDITIONAL REOUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-ID-DO30).
4. ZONE 2/EXPOSURE 'C': 3>C MAX WUu HEIGHT
ZONE 2/EXPOSURE I': 27' MAXLIUu HEIGHT
ZONE 3/EXPOSURE 'C% 30' MAZIUM HEIGHT
ZONE 3/EXPOSURE '0': THIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE 71E-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WIND ZONES AND IN 007H EXPOSURE 'C' AND EXPOSURE b'. HOWEVER, BY
INSTAl1NG THE FRAM 71E-DOWN STRAPS AT THE 'OUTBOAFV I -BEAM TFE YAK
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE 07HER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME 71E-DOWNS.
RNEER JIPPROVALTI — I DAPIA APPROVAL:
No
CNES70357T'
:'3T1, 2.T Q
i�Y6�iA
NOTICL un :DRAWN BY: A �`
JACOBSEN HOMES THESE snonCAUCINS AND MUM ARE C.E.Y. 6-13-95
ORIONAL. PROPRIETARY. AND. CON"DER twL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFAC1U LNG FIG, 5.0
„ M SUCH YARRIUS ARE PROVIDED 70 79.
SAFETY HARBOR. FLORIDA 34695 REWW FOR SKCFX P"M AND VM DE DRAWING NUUBER AD-TT9-0031
PHONE (813) 726-1138 ivT m EnK Aro SECRET n= Dran
•43
�f
�ADDENDUM
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
V
V
S
U
FLOOR
D�
YIN.
EA END O IO
EA. SECTION
ANCHOR
AN
YIN.. A
YIN.
EA. ENDD O OFANGLE
EA, SECTION
ANCHOR
YIN.. B
�
20'-0'
N/A
N/A
N/A
N/A
24'-0-
2
42'
2
53'
10
25'-4'
2
1 45'
2
58'
26'-B'
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
Low
ANCHOR ANGLE
SPACING
ML HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
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'
4000#
20`--30'
254
12'
4'-0'
40001
20'-30'
4'-0'
4DO01
20'-30'
26'-8'
12'
4'-0'
40DO j
20'-30'
4'-O'
40001
25-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
MIN.
WIND ZONE II
WIND ZONE III
YIN OTT.
ANCHOR
MIN. OTT.
ANCHOR
v
FLOOR
WIDTH
EA END OF
ANGLE
EA END OF
NLE
EA SECTION
YIN. 6
EA SECTION
YIN. 6
D��
O v
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
1 3
45'
254
2
66'
3
48'
26'-8' 1
3
1 41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL READ
LOAD
ANCHOR
AN[HOR ANGLE
SPACING
HEADWIDTH
ANCHOR ANGLE
FLOOR
EAVE
OVERHANG
20'4
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'
25-4'
12'
4'-0'
40001
25'-30'
3'-2'
40001
15=30'
26'-8'
12'
4'-0'
40001
25'-30'
S-2'
40001
25'-30'
NOTES:
ENGINEER Ifoviullllll/!!!!
DAPIA APPROVAL
I. OFFSET SECTION1xTH THE MARRIAGE LINE WALL EXTEr�RrG BEYOND THE ErmwALt of
,•`�� C:.�OcO'''',,,
PPROVED BY
THE ADJACENT SECTION MUST BE TIED DOAW AT THE MARRIAGE LINE IN ACCORDANCE
INIH HIRE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO
Q' No. O ;.
) 1 4
BE TIED DontT INACCOROAtiLi M1H THE ALT SPACING TABLES (AD-TD-0030).
E
AINC
2 SEE AD-1D-0001 FOR ADDITIONAL REOUFtEYENTS
3. SEE AD-TD-0033 FOR
ST T •` =
9
Fly Y::
MAINYUM PIER HEIGHT REOLRRED FOR THE LOADS TABI ATEO
ABOVE
JACOBSEN HOMES
THESE SPEanCATTIIORS AND DRATR+cS',TiK t
.�nC.L.Y.
DATE:
5-30-95
REV. LETTER
DRAMNG TITLE:
ALT. SPACING TABLES
P.O. BOX 368
OIEdNAL, PROPKTARX AND CCWIMNTK
MATERIALS OF JACOB" MANIAACIULNC
SAFETY HARBOR. FLORIDA 34695
Nk FA PHONE (813) 726-1138
TO THE
RE~ FOR SPE�One FARE W NO MAT K
PVT CON Mnk NO ucmT n= OTHOM
DRAMNG NUMBER:
AD— TD-0032
44
E
15N°` LILT ADDENDUM
W. � coRS
ALTERNATE
TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING. TIEDOWNS
ANGLE ANGLE
FIGURE 6.0
SEE FIGURE 11 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE S FOR
YAX0IAN HDfiif
ITMB ON AD-TD-OOU I&M APPLY
TO mm STANIDAIO IAiTI-1i SEcXNS
OF THE UNIT -$ TOM 1, AD -ID -DO ]
TIP. FLOOR SYST01-7
TIP.
FIGURE 6.1
SEE FIGURE 12 FOR RECOMMIDED TIE -DOWN MLITLOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
1f}il?I USING THIS TIE-DO1M CONFIGURATION A S111E CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TITH A DESIGN IDAD TORKI IG 108) RATING OF
4,000 POUNDS AND AN ULTBIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVRANT ANCHOR REELING THE ABOVE MMCAMNS IIADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCKING (HER) QUANTITY AND OTHER REDUIREMENTS
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL 71E-DOWN SPACING TABLES (AD-7D-0010).
(ALSO SEE AD-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'e.- 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V' 24' MAXIMUM HEIGHT
ZONE 31EVOSURE 'Cl. 24' MAXIMUM HENIHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE 71E-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WIND ZONES AND N BOTH EIWOSUM 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAU THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED MET m FOR INSTALLING FRAME TE-DOWNS.
Q``G` No. RFo �2
PROVED BY
NIPINC5,
LN.tw�:P YL SNIT'RN04q
JACOBSEN HOMES NOnCN:• mwN �;,0, DATE: REV. LETTER:
law wanulaRs AIH1 DR,;wNcs it 11M111111 C.L.Y. 5-30-95
ORIGNAI. PROPRIETARY AHD awL am. DRRAVANG TITIL
P.O. BOX 368 MATERIALS OF JACOBSI:N MANJFACTUONG
SAFETY HARBOR. FLORIDA 34695 , W_ SVOH MAmttus
wa PROMDIO TD THE . FIG. 6.0 & 6.1
PHONE (813) 726-1138 NI UT rCR 9M � NO , � DRAWING NUMBER:
AD—TD-0033
45
ADDENDUM lQ;a
ALTERNATE TIE-DO1W'N SPACING TABLES
ZONE II & III/E.U. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
W,ND ZONE II
WIND ZONE III
RW'". QTY.
ANDIOR
MUL CITY.
ANCHOR
`%
FLOOR
�S �Q
U1�,
WIDTH
FA END
N
EA SECTION
ANGLE
YfN. 6
EA SENDEC OF
EA. N
SECTk7
ANGLE
YIN. B
12'-0'
2
43'
2
55'
IS-4
2
50'
2
1 68'
to
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL. HEAD
LOAD
ANDJOR ANU
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
6'
54
3850I
25'
5'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. Y.
ANDIDR
YIN OTT.
ANCHOR
FLOOR
WIDTH
EA ENDD OF
ANGLE
EA END OF
ANGLE
O
EA SECTION
YIR. a
EA 51:cT10H1
uut e
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
1 42'
3
1 55'
4
30.
4
38'
VERTICAL TIE -DOWN / FRAME TIE' -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
39501
25'
2'-8'
39300
20'
13'-4'
1 6'
4'-0'
39601
25'
1 2'-8'
4D00#
30'
THIS ALTERNATE APPLICATION REQUIRES 4, POUND ANCHORS
,,000
NOTES
ENGllgo% PR�1 O /��
DAPIA APPROVAL
I. SEE AD-tT)-000l FOR ADDITIONAL REQU9IEMENTS
�GVSTEq
; • Fo .2
APPROVED BY
2. SEE AD-TO-0036 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
N 0. =
_ ENE8703571 ' c
—• _7N
5
rfIINC
.o
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR FOR
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WDTHS WITH 95 1/2'
�'%'��c ' I N ' (�
i9 D1�p
I -BEAM SPACING, 96' MA)aMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHUNG (6' OVDKAHG MAX EACH SIDE OF UNIT)
•ND . .�
3+/
JACOBSEN HOMES
N097CE: •il"
THESE srEWUONS MW MWICS A+aE
allon
C.L.Y.
DAXE
5-30-95
REV. LETTER
DRAWNG TITLL'
ALT. SPACING TABLES
P.O. BOX Me
OIECINAL. PROPWMY. NO CMUNTIAL
MATERIALS OF JACOBSEN MAMIFACTLPoNG
A
„ SAFETY HARBOR, FLORIDA 34595
PHONE (813) 726-1138
Nc SUOI MATDW ARE vl VM To THE
REO UT FOR SVECFX P,K0 NO M57 BE
IVT owwnk me IOU n= Ones
DRAWNG NUMBER
AD—TD-0040
C 11
gp ADDENDUM
.ALTERNATE TIE -DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANME ANOIE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMIDED TIE-DDIN 10;WD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXMOY HDOIT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
M USING THIS TIE-DOAN CONFIGURATION A MU CREST PRODUCTS YODEL 575H (TYPE A AUGER ANCHOR MM A DFSSGN LOAD (VOWC IOAD) RATDHG OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 8,000 POUNDS MUST BE USED. AN EQUIYDANT ANCBOR HLEITRG THE ABOVE SPECDTCATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED DI LEEU OF TIM STYLE CREST PRODUCTS AMMIL
NOTES:
I. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOIAREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE PE -DOWN SPACING TABLES (AD-7D-0035).
4. ZONE 2/EVOSIRE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D% 18' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOMN ABOVE ARE ACCEPTABLE FOR USE N
ALL WINO ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE '0', HOWEVER, BY
INSTALLING THE FRAME ME -DOWN STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED-METHODSFOR INSTALLING FRAME TIE -DOWNS.
•''�1STEq
%2
AENEa7D4�
5TA QF
:<
APPROVED. BY
ING
co.,..,:o.,wwmswaAw
JACOBSEN HOMES
P.O. BOX 368
„
NOMCR ''4Ttuo
THESE sK m mis AND wWmM ARE
ORMOL, PFAMTAKY. AND OOIi1DO1W
YATDTIAIS a .IACOM MN"#ZyURK
ARE PROVW TO
�l�(RIARRI'
C.L.Y.
DALE
5-30-95
REV. LETTER
^ ,
H
DRAWING TITLE:
FIG. %.0
SAFETY HARBOR, FLORIDA .14695
PHONE (813) 726-1138
1 FOR � AND MM
IDPT COWW
DRAWING NUMBER
AL AID 900 RROH OTOM
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL `A'
IUCKLE WITH 3150#
Y MINIMUM (DESIGN LOAD)
DETAIL `B'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS. CUP).
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP.AT ALL
SHARP CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
;q,3fM,,AT LONGITUDINAL TIE CONNECTIONS ALSO.
T
1.. S T/(�;�';%��,
��.. ���. •CFO•.
Q No.
910334 1
ooe y.
STATE OF
UE D AND
O
J AC O B S E N HOMES THESE sPEOFlCANTIONs` AND. DRAWNCS ARE
MONAL PRa'KTARY. AND C01OMRAL
P.O. BOX 368 WTEFdALS OF KCMSEN UANUFACTURNG
SAFETY HARBOR, 'FLORIDA 34695 INC. SUCH YATOFALS ARE PROYM TD THE
RIO MT FOR SPECFIC PURPM AND MUST DE
PHONE (813) 726-1138 KEPT CCW'10YRAL MD SECRET FROH OMS.
APPROVED PY
l"O� A 611.
Nlq VMS
T�`pPT` m SAFQ7SrATw
NOV 2 4 1998
DRAYM BY: DATE REV. LETTER:
M.T. 11-18-98
DRAT5ING TITLE: MISC. TIE -DOWN B
DRAMNG NUMBER: AD—TD-0050
48
ADDENDUM �g�s
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D �� 0
i
% LONGITUDINAL TIE -DOWN SPACING TABLE
1�y0
MIN.
FLOOR
NlID1H
WIND ZONE II
WIND ZONE III
UK Qrr.
EA DO OF
u sfcnON
ANa43R
ANGLE
um, 9
111H. on
EA. DO OF
u sEcnDN
ANwoR
ANGLE
I@I. e
30'-8'
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPAONG
DEL, 1&D
LOAD
ANOM ANGLE
SPA7NG
DL
LOAD
ANOM ANGLE
30'-B'
6'
6'-9'
31501
41-46
5'-5.
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
0
MIN.
FLOOR
WIDTH
VIIND ZONE U
WIND ZONE III
OL. OTY
Ell END OF
u SECTION
AN=
ANGLE
LPL 9
WK OTY.
EA. DO OF
EA SECTION
ANOiOR
ANGLE
WL 9
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
sPADNG
DBL HEAD
LOAD
Mon ME
.SPACING
Oei AD
ANaaR ANGLE
30'-8'
6'
4'-6'
3V F,
46-50
4'-0'
31501
49-52
WNOZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. G4LC5 G V4 - &74.GI- y¢. 6i
,,,TTTIIITITTTT,,,
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVEON
d+0. . • `y 4,�
Q� NO.
910334
DAPS APPROYAW 0 S
APPROVED BY
-n-.• ETATE OF*:'Q: S
c^ •. ; -
�•
' �: 0 �.` �
14 INC,
rtaRuruoulwtowE
casn�aaN.awarswaaot
J A C O B S E N HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA726-11 34695
HE PHONE (727) 726-1138
THESE SKOnUMSCLY Me DRAwM ARE
aRIaNAL PROPRICTARW, ANo.00IMN11AL
w RSUW MATMALAISSAM PRo�p Tip �.
RECF' T TaR SKOM PUl M AM qm a
ITFI COWWWu NO SEOO TRou onM
DRAWN BY: M T.
DALE 2—g-99
REM. LETTER
DRAWING TITLE:
NORM. SPACING TABLES
DRAIUNC NUMBER
AD-TO-0070
�(D
49
TYPICAL SIDE ELEM ON
SHOWING M-DOWN SPACINGS
TYPICAL CROSS SECTION
MOWING MDOWNS
SET ANOHOR HEAT
TOM,
OHMEI�
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE 20 FOR ALIMATE M-DOWN K=D
1' lU V 11.LJ 1 V . L
SEE FIGURE 50 FOR ALIUd=17FrDOWN YEIHOD
NOTES:
1. SEE AD-TD-0070 fOR SPACING TABLES.
2. SEE AD-7D-0070 FOR OUANITY OF LONGITUDIAL TIE-" STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS,
5. ZONE 21EVOS K 'C'. 56' MAXIMUM HEIGHT
ZONE 2/EItPOS K'0': 40' MAXIMUM HEIGHT
ZONE 3/D POSL RE 'C': 56' MAXIMUM HEIGHT
ZONE 3AWDSURE 'D': 40' MAXIMUM HEIGHT
3 SEE NOTE S FOR
MAMM HM
N
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
Rff. CALCS
No. Fa •'
y 910334
�•.• STATE OF=
•., � gyp•: �� ,c
JACOBSEN HOMES
�°C
GM AT ;K
NATMALS OF JACOBSEN MANRIFACRMC
„
P.O. 80K 368
INC. SIM MAI DAIS ARE PROVDED M TIf
SAFETY HARBOR. FLORIDA 34695
RECPW FOR SPE l PURPOSES AND MUST BE
PHONE (727) 726-1136
KEPT CRi0f1 M NO SECFU FROM ODFRS
DAPIA APPROVAL*.
APPROVED BY
olrP
O�N
INC.
rto�xn�u+uncn�0�
is 1i jUUt
M.T. IDATE: 34-99
... FIGURES 10.0 AND 10.1 1
AD-TD-0071
Gn
MIN.
FLOOR
%lDTH
15 C
ADDENDUM. gts
NORMAL �1G� 3
ZONEIEI &OWN SPACING TABLES
II/EXP. C & D 1
j LONGITUDINAL TIE —DOWN. SPACING TABLE
MIN. WIND ZONE I WIND ZONE 01
BOOR WL on AHOIOR WE oTX ANOIOit
WIDTH EIL END OF ANOIE EA DO OF ANCLE
to EA, SECTION MIN. B EA SECTION Imt 0
45 3 35
MAX
EAVE
OVERHANG
6' EACH SII
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
WIND ZONE n WIND ZONE IG
T.D�. WA
SPACWIFA
LOAD ANCHOR AWdE SPAONGI LOAD
ANCHOTi ANC1i
6'-10'
40-46
5'_6'
3150�
42-41
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
FLOOR
LO0
WIDEA
VAND ZONE n
WIND ZONE III
1IR1. QTY.
EA DO OF
SECTION
ANm
ANGLE
Mgt B
UK Orr.
EX DO OF
EA. SECTION
AN010it
ANGTE
WE 8
15-4'
3
.30
4
35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX WIND Z014E U. WIND ' ZONE III
BL
FLOOR EAVE DBL H101H OVERHANG SPACRIC F�CAD ANOiOR ANGtF SPACING ANON7t WE
LOAD
15-4' 6' EACH SIDE 4'-6' 3150 j 42-50 4'-0' 31501 44-50
NANDZONE IN
(ITC MPH)
20 PSF ROOF
10 PSF D.L.
REF. cAics will — 2 , p1— Gf 2 , A!6
NOTES:off-
EwOi,VR oV 11Z Y1, DAMAPPROVAL:M�
i �,,,,,,
es
I. SEE FULL ADDENDUM FOR AODI710NAL REQUIREMENTS.P� �STE F`
v�RF ROVED BY
TD
2. SEE AD--0073 FOR MIUDMUM PIER HEIGHTS REQUIRED FOR THE LOADS :';Qv � No. APP
TABULATED ABOVE. 910334
3 MAIL EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR,
4. ABOVE TABLES APPLY TO .184" FLOOR WIDTHS WITH 95 I /2' :•• STATE��OF ?4W ` . INAINC.
I-BEAM SPAONC, 96' MA)OMUM SIOEWALL HEIGHT AND 6l MA>oMUM SIDE ����i�`. (�'�ri
OVERHANC IS' DVERHANG MAX EACH SIDE OF UNITI p '••. oas,wcTarowtTra<Twouoi
JACOBSEN HOMES N'OTIM- I er: DATE:
THESE mncATIONS AND MA"iCS ARE M.T. 2-8-99
ORCHAL PROPRIEIART, AND CWIDENIK DRAWING TInE
„ P.O. BOX 363 MATERIALS a aVMkN MMWACTURuit NORM. SPACING TABLES
SAFETY HARBOR. FLORIDA 34695 W- S M MATURATS ARE PROW To THE
PHONE 727 726-1138 XMVW"CR SP[OnC PI/MS AM KSI RE DRAMNG NUMBER: MPT co ffmTIAL um SEOtEl TRoa oTHIRS. AO-M-0012
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAIL PER AD-1D-0012 TABLE • PER ADTD-M12 TABLE " PER AD-TD-M12 TABLE PER AD-TD-0012 TABLE PER AD-TD-00 2 TABLE UA)L
TYPICAL CROSS SECTION
SHOWING •TIEDOWNS
FIGURE 10.2
SEE FIGURE ZO FOR ALTERNATE Tit—DOW Y!'?TIIOD
SEE NOTE 5 FOR
MAGNUM HBGHT
N
SET
II FIGURE 10. IMNDZONE III
a HOME (T11'.} (110 MPH)
SEE FIGURE 7.0 FOR ALiERFNATE IM-DOWN 1o3P1RID 20 PSF ROOF
10 PSF D.L
Rff. CALCS //
L' k� _ ' 9 Z • {467
NOTES:
1. SEE AD-TD-0072 FOR SPAM TABLES AND NOTES.
Z SEE AD-TD-0072 FOR QUANATY OF LO NGITUDIAL N-DM STRAPS REQUIRED.
S. SEE OTHER DETAILS FOR BLOCING (PER) CKJMTITY AND OTHER REWMiENTS.
4. SEE FUL ADDDlXN FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/C POS K V: 55' MA=UM HEIGHT
ZONE 2/E)POSEIRE V- 5V MAIGMUA HEIGHT
ZONE 3/bP091RE 'C': 56' MAOMUM• HEIiIT
ZONE 3/0POSLIRE V.- 56- MUMMA HEIGHT
`.
_6%ST qFo
910334
-Q� STATECF.
JACOBSEN HOMES
THESE sKcFc;;; Z omw& m
ORIGINAL, PROPRIETARY. AND COli10ETN11AL
Mon
\/
P.O. eox 368
MATERIALS OF JACOBSDI MANUFACIMIIC
N_ 91dI MATERIALS ARE PROYM TO TIFF
SAFETY HARBOR. FLORIDA 34695
RLLTEIEFR FOR SPE= FtffM AND IRIST BE.
PHONE (727) 726-1138
K" CDFM M& AKD mm fm umm
DAM
APPROVED BY
0 oor
N 14
RwFmurw►eRm®IRaE INC.
amaxiagamwwspomw
M.T. I DATA 3_1-99 REV. LETTER:
FIGURES 10.2 AND •10.3
AD-TD-0073
52
ADDENDUM
�s
OFFSET
UNIT TIE -DOWN SPACING TABLES
ZONE. If & III/EXP: C & D
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
WIND ZONE 0
WIND ZONE II
FLOOR
WL QTr.
mom
IL Oly.
man
,
WIDTH
EA, 00 OF
ANGLE
EA. 00 OF
mQE
�U
O
C�
FA SECTION
wt 0
EA SECTION
MIL 6
12'-0'
3
47'
3
61'
v
114
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND Z01rtE N
IMOTTHH
OVERHANG EAVE
LOAD L�
ANCHOR ANCLE
SPAMA
M
ANCHOR ANGLE
12'-0'
12'
T-0'
31501
40•
4'_0•
31501
39•
13'-4'
12'
5'-0'
31501
41'
4'-0'
30001
40'
15'-4'
12'
S'-0'
31�r1
43'
4'-0'
3000j
4T
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
WIND ZONE I
IM ZONE 11
FLOOR
MN. OTT:
ANCHOR
WL QTY.
MCHOR
WIDTH
FA END OF
ANGLE
EA END OF.
ANGLE
O V
FA sma
WL 6
EA SECaON
WL 6
12'-0'
4
45'
4
60'
114
3
45'
3
•60'
.VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
VW+D ZONE N
FLOOR VNOTH
0V fl HANG
SPAM
Lm
HIM A.W
SPAM
un
NiClltlit mu
12W
12'
4'-0'
31501
40'
3'-0'
3000 j
38'
14
It
4'-0'
3064
41'
S-0'
3000f
38'
it
4'-0'
3i
43'
41'
NOTES: C- 4t - 16 ,Of- 16 , l2_ ENwrEER API'jNQyNe■ s���,� R1F CAL�cs C- v- I ��G -
1. OFFSET SECTION WIN THE MARRIAGE LNE WALL EXIFHONNG BEM 11E ENDWALL OF �s c�` ..•••••.., Q d
' 1 FI Cq�,'
'
THE ADJACN]NT SEM MUST BE TIED DDNN AT THE MARRIAGE
LINE M ACCCROAHCE .` a . ��
:�y'•�
G
D BY
VM TIE TABLES AWL THE SIOEIIALL SIDE AND TIE ADJACETNT SECIION(S) ARE TO � � ' l�'; •
BE Tm DOYM N AOCOROANCE TWIN THE NCRMAL SPAM TABLES (SEE AD-TO-0010
JUN X X
FOR If-O' & 13'-4' WIDE$, AID AD-M-0070 FOR 15-I' NLO%
2. SEE AD-TD-0001 FM ADDITIONAL REMMIEN,TS
I SEE AD-ID-M FOR MA)UN PER M3MT REW10 FOR THE LOADS TABI U10 �•. � P �• Q ��
••.,, ORI�••.••
INC..
DVE AB
LMANLOCRK0 HOME
HOMES
flESESPECi1CA11 A1m00RA �REV. LETIM
lfoTJACOBSEN . .: ��i�s`' 1.T. oA>E s-8-04
P.O. BOX 369
ISMN+ FINFI M, AM DRAWING lIR&
MAIREMU IF, m OFFSET SPAgNG TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
NOW IM 9ffi DRAWING KNOW AD-�-H O
I07 Omlomm Am smut 00
,63
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVING IE—DOWN SPACINGS
FIGURE 11.0
SE 1?Tp1BHt 4.0 MR IL1 M TD3--DOOM 10+iHOD
TYP. CROSS SECTIO(S)
SHOWING TEDOWNS
SSE WE 5 Hirt
MAMAI MIT
ITAafs aN Ao-m-ooeo pQ tai APPLY
10IEESE SFNOAO MUL ICE gC00LS
OF K UMT -S0: WE 1, All-i1-ml
TV. FLOOR SVSa
mm
Hsu �� �� 6G "� '
FIGURE 11.1 �-
ae >a �futa t�-m0r� sa
m
�Cl i7.G1'
FIGURE 11.2 v� I .08
c IN 16mm lB—DOO81D31Ti0D
NOTES: — `*. • }Yv V . ai uF� ��
1. SEE AD-TD-o0M0 FOR SPACING TABLES (*`F'SET SECT N ONLY} ~" '�t PPROVED BY
2. SEE AD-ID-ODED FOR QUAMTY OF LONG MIAL TE-DOMM STRAPS REQURED. • C. r F : o .�[th
(OFFSET sm" ONLY) O. 00454 JUN 1 2mk
3. SEE OTHER DETAILS FOR EMOCM (PER) QUANTITY AIM OTER REQUREMHFNTS.
4. SEE 0-M-M MAMMA!. REQW80TS. � , � 09' � : ! N C.
S. ZX- 2/01POSIK 'O': 48' MAXWM HEIGHT p ' , �•' �- •k"a ERAL NUFACTURED HOME
ZONE 2/01P061MiE b': 40' MAX#IUII HEIGHT-36' FOR 12'-0' YYDE UMTS �iy Cie ••,. C T�19p; w� ROMANDSAHETYSTAADAIM
ZONE ZONE 3/� V. 40' MAWN
HEIGHT
t /�'G HEIGHT r' • • • • •. • •�1�
I.r, .3
I11
NOTFCH M.T. DATE 6-8-04 REV.LETTER
JACOBSEN HOMES tol,�,,,�,,,,���,� A
MAIMLS OF aAcoesQl �ANUAclua+c FIG. 11.0, 11.1 dt 11.2
Plyn P.O. BOX 368 Nc, y0 MAIERKS AK PAOMM 1011E
SAFETY HARBOR, FLORIDA 34695 ZFIBIT FIR YOU PUp'W AIO MIST K DRAYS NUMBER:
PHONE (727) 726-1138 wr MWEWK w sit Nm mm AO-m-0081
Kd
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
5EE C�LGS, �G.
�-sd- Ib•Gi- 16.r�.
J
SECTION
NOTES: - E►+WNE,rjr A �gTEglr`�� %'Pool
1. SEE AD-70-0000 FOR SPACING TABLES (OFFSET SECTION CNLY). j ;
:z 910334
2. SEE AD-TD-0080 FOR OUANITY OF LONGIIUDIAL TIE-DD11N STRAPS REWIRED. wed
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND DINER REQUIREMENTS. G A ; STATL �w
4. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS.��0'•• P' �F V
PIA APPROVAL*
1 S� ✓ � L. 1
C.
iss`lss�4 r` � ti• I
i l
htMMUFACT ME1 r M:
STRULTJON A;v�6 SAFE! Y STA :DAROS
—
--__j
JACOBSEN HOMES
NOTICE:
TKsE SVEoriams me mAmms AA1
R DATE 5-9-01
DRAWN BY: R.R.
REV. UTTER:
DRANWO TITLE:
FIG. 12.0
CRIOWAL PR10EOPRIETARY. ANO'CQiITT
WIIERIALS OF JACOBSEM MANWACTURNG
P.O. Box 368
t_ SwN YAlow ARE PWWKD Y0 1NE
DRAWW, NUMBER:
AD—TD-0082
SAFETY HARBOR, FLORIDA 34695
AECINDIT rat sKcm mms No lust K
RGU cram
PHONE (727) 726-11-M
art [owROpun AND SEC11E1
I
55
ADDENDUM
SPA ING
108" HIGH SIDEWALL TIE -DOWN TABLES
1�:3
ZONE II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
�rl
MR
iMNO ZONE N
WIND ZONE I
M1L oTt:
AN01pt
Mx on
ANQ10i
FLOOR
t �
WIDTH'
QO ff
AHQE
Ell F}D OF
ANQi
ek Sft: o
WL A
Ell SMUON
MIL A
O�
3
42'
3
53'
3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN'
SPACING TABLE
MIN.
MADE
WIND ZONE A
WIND ZONE M
SPAM
LW
AN01at ANOE
SPAM
MLA
AMm mu
WIDOO
OVEA%E
26'-8'
6'
6'-8'
31501
40 -50'
S-4'
31501.
40' 50'
30'-8'
6'
6'-8'
315011
40 -50'
S'-4'1
31501
40'-50'
LONGrwU INAL TIE —DOWN SPACING TABLE
MIN..
WIND ZONE I
WIND ZONE NI
0111
ff
rSOEOCCII
AN010R
AN(iE
kx 0 C
Ell ff
AMQIQt
FLOOR
WIDTH
101
YM. Y
EA SfC1iQ1
n
IL
MIL 8
26'-8'
4
41'
4
5T
4
51' 1
4
V
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MR
MAX.
WA ZONE N
WIND ZONE 19
TAM
Lm
ANm Am
9PA016
EEL
ARM MQr
FLOOR
E
n
MOTH
oU mG
26'-8'
6' 1
5'-4'
31501
40'-50'
4•-d
31501
Ar-45'
3O'-8'
6'
S'-4'
31501
4O -50'
4'-0'
31501
40 -45'
VANNONE 1U
(110 MPH)
20 PSF ROOF
10 PSF D.L
MY. CALC4 C 1 _ 0 tot
»ors:
ri
% �`�F1CgT'-�'�'I&
DAPIA APPROVAL
��-
V �':
APPROVED BY
1. SEE ML ADOE1/IIl11 FOR ADD "m. REO1MRElan
• o.
r Na 0045484
2 SM AD-M-OOti4 FOR MMAM M FilGH15 NEWS FOR 1w LOADS
TA81!<ATED ABOVE
:t
INC
'y • �R1.• • ;.- �:
FEOERALMANUFACTUREDHOME
G
•''f T RED
CONSTRUC110NAWSAFEtYSIA-11WU3
E
JUL ?W4
JACOBSEN HOMES
um ciAm mum AKMANBrM.T.
°�� a�-20-04
ORANNG TIRE
108' HIGH SIDEW&L SPAaNG TAKES!IC
Umm. RWWARx NO omfmurwL
MAMMALS Of RZOM M""W'C�
PA eox 3se
SM MAIRMS AK Pfr W= A lE
MAMNG MMtr M
AD-TD-0083
SAFETY HAREM FLOMDA 3095
LULU PHONE (727) 726-1138
MWW IM W= PIR'W NO MW E
WT WFMnAL NO SWU MUM oM
s6
TYPICAL SIDE ELEVATION
SHOWING DE -DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
rRICAL CROSS SEC'RON
SHOWN 1 moffiS I I TIP RM SM--7 aoss-MOR�ael
Al m ME
AM= "
FIGURE 10.1
MRl1" NE m
A9'JIOA �-�
wwzaNE ■
(110 IrPH)
20 PSF 'OCF .
10 PSF D.L
C 5v- ,0, 10, z3
NOTESs
DAPIA APPROVAL:
I. SE Mo-Z-M FM SPAM TMM •���IF ' • �'�, APPROVED BY
2 SEE /Io-lo-OQ47 FOR QUANTY of IGNaNDIAI 1E-OO11N sw." Komm0 a
1 SEE Om OETAIS FOR ELomm (PER) Q11ANnu ANG om REQu0iE1E111S
4 SEE Flu MOM FOR Mn7 WAL REQ103E1 M '
i ZOtf.2/b6b911E �C': 36• MA)aMW WMT
ZONE 2/E')Q'OM b e Tr MA701RIM !EIGHT • �.�• •� Q
[�, INC.
ZONE 3/E7Q�SlH� V.- 36' MA>D N HMHT � �� `ORl �� ' ' �o�� FEDERAL MANUFACTURED H0�1E
ZQE 3/E)POSIIRE IN 11
V. 32' YA>QLMI HEIGHT i��s � D � �� �� I;ONSTRIICTION AND SAF£1YG1� ARUS
6. ALL 9iCilfJQl011S ARE EASED ON V ROOF ANGLE MAX. I� ��
N07=:
JACOBSEN HOMES TAM SPE01GTM M DM OM IN M.T. DAMLawW.
RROIAL, F100PfEGRY, A►o aoR/maAR DRATM 11 -w
P.O.UV eox .3se "Af°""� aF �" am M"'" mum � TIGURES 10.0 AND 10.1
/Rr 2 W NA1EiM ARE PWM tO lE
SAFETY MOM. FLORIOA 3095 NAAfilff AID VM NAM A9 MW AA: BRA 791C
PHONE (727) 726-113E leT CDC=" " Em mm =am AD-'D-OW
97
58
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEMON .
No .
FIGURE 10.0*
TYPIGk CROSS SECTION
SHOWING TIEOOWS TV. Teat SMEr » atias-rm
au►Tss � •
• IrAMAM 1!Ylli
lll>D�t ADZE IA ATfAOIE! SgBIQT$ -�
1 Yi
sum WIN AN0a WUFT mom
rxoM uvmm
m FIGURE 10.1 20 PSF ROOF
REF. CALM
,ttsa: a i.l,,,
I. A- A-M Fm SrAc" TAKES i
z SEE AD-iD-M FOR a1A M OF LROMIA. TE-DON STRAPS REWIE0. <:� �A'.� � +�. APPROVED BY
3. SEE OTHER K'MS FOR BL0006 (PEG) QUANTITY AND OTHER REgJ11EMENiTow
hj�C1�
4. SEE itiA.L ADOEIM F0t ADOTIC l IEOU MENTS. j . ON. rp
ec 13,2006
S ZONE N' MOM FEVIT + _ f . N C . .
m 2XPOSiK jr-. 2r MAN HWa r * • 1 Q,6:
•
ZONE 3
J�C�0iCaC0oPAL
161NMr7.woMsAA1cDnfrA�[o:n4of�TeAM6MIDiZONE bW MA N 1WIT
6. S ZTM Ni BASED ON 2W GOOF ANQE MAX AAA iW� MAX ��i C�90EWALL MO
y� � r'A �;.���
•>>v 6p oATc F tL TEm .
JACOBSEN HOMES t"�� own=Am R.R. 11-28-06
CRAWAt. MOrolm m COPED" DRAW 1IRL,
r a riox 3es8 01323 WAXW ar MwrAcmw FKiURES M0 AND 10.1
NC !IM WAJAKS AE /IIOIMO,O of .
LEMSAEYV NAA(1g FLORIOA 34693 KO�E7f rn Va=Awsm as Mar K MANS NAM-
PMO'a (Y27) 725-1138 mix we manor oboe AD-M-OW6
KQ
ADDENDUM a�R�s
V & I (108 PIDEWAUP) ���
NO AL TIO & 1Ngla DABI� �• -'�-�0»1
V
V�
LCNOITUDINAL TIE —DOWN SPACING TABLE
FLOOR
#OTM
w ZONE III
FA wt o t.
EA
s
0
OTr.
EA. SIEC
IY-0`
2
53'
3
40'
13 -4`
3
37'
3
46'
154
3
45'
4
MY
VERTICAL TIE—DO*N / FRAME TIE —DOWN PPACINO TABLET
�(IN.
FLOOR "TH
VAX.
0 EAVE VER0G
#ND ZONE 0
0 ZOE sl
91W
��
A4M ANaE•
SPA*
V�
A400 Akaf*
ff-0'
6? EACH SIDE
5�-4'
72`
35' TO 49
T-4. .
38'
45•
IS-4'
V EACH SIDE
5'4
80`
N TO 40'
1 54
42'
45
15'4
6` EACH SIDE
5'-4".
80`
40'
1 54
48'
45'
o
0�
LONdPPUD1NAL TIE— DOWN JPACING TABLE
oN
FLOOR
TM
ft za III
YK aTr
Ek �iaN
ti
Wt a
an d
E,l sECn�
IIY� e
12T-O'
3
44'
4
40'
13'-4`
3
52.
4
457
4
44'
4
56'
VEIRTIGAL TIE —DOWN / FRAME TIE —DO" OPAC1NU TABLE
N
0%
VAX
OVE l^ VE
00 ZONE I
ft ZONE a
sP�
V��
�'
SPAOfIC
V�
Apa �'
12'-0'
6 EACH SIDE
4'-0'
72`
37'
4'-0'
340
40' TO 45'
IS-4-6
EACH SIDE
4W
72`
40'
4'-If38'
40' TO 45
16-40
6r EACH SIDE
4'-0'
80'
40'
4'-i
42'
AT 10 45'
NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE REFCALM
ACHIEVED, ADD APPROVED STABILIZER PLATE. tri y'
SEE NOTE #6 FOR HOMES SET IN FLORIDA 4`�,: "•so
NOTE:
1. SEff1lIL FORADDIUONAttE011flllS
2 7A81i CM *+oR * LOAD OF 1150► AW DIAGONAL 11 TO
OPP091E OW1
3, VAX EAVE OVEI "MG REFERS TO OVERHANG AT SDEWALL NOT FRUIT OR REAR
4. AAa80y� TA91Es APPLY TO 1��4`4'�'��Ifi0'. AND Im' FLOOR 1� 26 l/Y'
1_8% SPAOt1O, IaB' wllarw MEW'AIL HDWT AND fi' CIA WE
OVERNANG (6' OpER MC IIIAu EACH SM OF t1f
UIRED tORS
5. STADLQER PLATES ARE REOON 90E*ALL ANOAND LaNfinDlNk
ANCHORS SET IN FLORDA. SEE D�fV RI1lE 16C. uf.[CRyE �IAFtdI
EN
�'� i
,* w 'it • >/ '
i.. J e :i'r • •
�'
rr - ' is `
,ry '• C;P'T=
,
i.V�fi �'• :`�� r�'%
• �j�'�is,• b ••• iF. �4`
DMA APPROVAL-
APPROVED BY
ONO
Mar 25 ,2008
INC.
FEDERAL MANUFACTURED HOME
CONsrauc:wN ANO SAFETY STANDARDS
JACOWEN HOMED
P.O. Box 36a
SAFETY HARBOR, FtOR10A 34695
PHONE (727) 726-tI38
Tmalmde:
wa SKOWAD04S ft � Au
�• N,,,�
�,u�
9tt„ Ae[ +�oiacn �o n�
Rw V rQI gM Pdi0g5 4Wsm et
3F CdFDEgz1t Alp YQ[r saoAl ONM
D.V.T.
DATE:
12-11-07
REV. LETTER:
DRA Ic nnE
NORM. SPACING TABLES
DR G AD- TO-0087
60
ADDENDUM
SHEARWALL TIE—DAWN/PIER REQUIREMENTS
ur. " LLm, - , . c". rf
s/wvD"
co" so st guawrot
FA Nam PAC 04 UAPO
' $ MM
� (ALL S s A ' i . 11<q PL Ns1EnA1YA(15 1
1
--O MS sf3oWiLIf
Tr
5tE NOTE 1 sm NOTE I sm NOTC T sm NOTE 1
iEE NOTES 2 A10 ]. Q A
:EE i(a1iS ! A1L0 k . Q
ItEQb
IRS LOCJ�UN INS LD�CgT�N IRS LOC� iMi�OWN
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THS DETAIL APPLIES
TO Sk SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL °LF VALUES.
1. 1�•OQMItS iKAU11ED !1 t+iSd ARtA>< T[-OO�L W MAT or LONTLD W
Una or K m" wow A90itE 00 RTZYLItLfl AT DO
&tam Mod w eG ma roil kl UUpLATt l W W �7�s1[(n7o tt96i LaAo .
(srx ALf-t�9ov� [fO-Gi}ICRAL NOTL�J:MR M17Ci pl RCt/O •pGl�t DlsTILlAlL�
L mm A M AT eta Lm Cr Tm 2CMUUL i0m (F rfc Amw Dl7AtL51
[aot II OO AT " 00 W JSST3 RECAft ss ar j�e o ' sour hcatAa�m
* 0i Sf[AA1ALL LS LCCAIW AM A US 11<AGELt Gut MfT 805-mmg no
EE-Dar 5PA" 01 IOW AK RlWW (ALL 9"SQ C24UP OOM ALL ZLM
W ALL traml,
JACOBSEN HOMES >Atxvc
P.Q. box 394 MAIUMS CF
WVT HARtT & ALORaA 348e3 Nc SM MA
910394 1
sTATI~ ICW
W
ROVED BY
FED 10 zaoo I
INC.
0k:21-00 — -
:/PIER REQ. B
AO—M-100
61
ADDENDUR
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
COL NG MAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4 X .OW CIE -DOWN STRAP
COH111NLIOUS ARLUM JOISTS.
END VIEW
350 PLF MAXLWM SHEARWALL
DMV4 VALUE (PER WAIL)
1 1p• X .035- TTE -.CMN STRAP
CONTINUCJS ARCJ\D JOISTS.
NOTES: 2 .'(o
Ems{ �1P�IROVAI • ,� . �/y •��
oAP1A APPROVAL
1. OROUND AYQIORS 10 BE RATED FOR AN ULTIMATE LOAD OF 4175J (3150 DESIGN LOAD)
(SEE AD-10-0m,17D-f nam ►:O1F5) FOR ROTS ON GRouto AW>Iot IKs7xj.AnaL)
'
` _ :- 1
�j {�
APPRO v CD BY'(
2 INSTAL, A PER AT EACH END OF THE SREAROAU. J051S (PER T!f ABOVE DETAILS).
�C =
0. TM{M ShiJ1ReA11 IS LOG1ED ABOVE A SOLID !GOER GULL 1$Off CROSS-ME1+9FP.) NOTON
E-M4 STRAPS. OR PIERS ARE REOUIRED (ALL SNEARWALL CONFICURATI K ALL ZONES
`
A �
AND ALL O PEIRM).
♦. TE-DCtw STRAP
f ��
��i
I
REgJIRED AT EACH END OF JOISTS ALL De_ 000NFfOJRA710N5.
. ' .' ;'t \\, ���
' �"
5. CEILING SHOWN FLAT -OPT CATHEDRAL OR SLOPED CEIJNO MAY BE USED.
6. FULL
V �t't �• .l k1. C \, %N
t�Ilyt��� esiR+� s wx �b
►RDTH SHEARWALCS ARE SHOWII IN THE DETAIL•A vE, WKVER, ANY LENGTH
�J/%J/I7111!1�11T�00
OR CONFIGURATION %fARWALL MAY BE USED.
HOMES
NOTICE.
THESE zPEOTTCAnCNs RITE
DRAWL BY: DATE: REV. LETTER -
R.R 2-6-96
MN P.O. BOX 368
RA ORAwNcs
OtIGf1A� PMJPRETAAT, MAD COIdCCN TIAL
UATER.ALS OF JAISEN IAANIIFACTURIC
IO
DRAWN.' TITLE:
DBL. S W CONFIG. TIE -GOWN
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
W. SUCH RAgTJAIS ARE PROV= 10 THE
OI
XOPFOR SPEOFIC ILVP03S AD VJ5T EE
KEPT 0JNFUNK AND sMT FROM OTHERS.
DRAM\G NUMBER:
AD-TO-0110
62
CEILING MAY BE FLAT OR S
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
\f- 1 1/4- X .035- TIE -DOWN STRAP
MIN. CONTINUOUS AROUND JOISTS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
I IS A TRIPLE WADE RAFIER,
APPLICABLE TO STANDARD
i WIDE TRUSSES.
ID VIEW
X .035' TIE-DOVN STRAP
IOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS OEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
NOTES: ENGINEER APPROVAL: DAPIA APPROVAL:
1. GROUND ANOIORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD)
(SEE AD-70-0001 [TD-CEKRAL NOTES] FOR NOTES ON GROUND ANCHOR i6TALATNXN.) 2. INSTALL A PER AT EACH ETD OF THE SHEARWALL MSTS (PER THE ABMDETAtS). APPROVED BY
3. MEN SHEARWALL IS LOCATED ABOVE A SOUR HEADER (FUU. HEIGHT CROSS-MD6ER) NO c7
TIE-DOM STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFlWRAMIM ALL ZONES !/1.
o � 1
4. TIE-DOA'N SREQUIRED AT EACH END OF JOISTS. ALL DBL S/W COEIFIGURATIONS John C. Doeden P.E.
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. �133 C. R. 22
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR COMCURATION SHEARWALL MAY 6E USED. Goshen, IN 46526 0 , Mosvmiwe.►x
7. THIS DETA4 MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
JACOBSEN HOMES
NOTICE
TKSE SP QgCAT= AND DRAIINIS AK
OWNAL. PROPWEUNDY..ACaaIDO1r1AL
UATMALS OF JACOBSEN UAN10FACTIATWO
DRAWN BY: DATE: REV. LETTER:
R.R. 4-09-96 A
MAG. TIE-
P.O. BOX 368
WG SCUM MATERIALS ARE PROMOED 10 rNE
{ 5/W
„ SAFETY HARBOR, 95
RNPNHSfRW
IVT
DRAWING NUUBER:
PHONE (81J)F726 1138
CWW� OPM
AD—TD-0111
43
PORCH ANCHORING
DOUBLE HEADED 3,1
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOWNG
NO77CK_
DRAWJ AC O BS E N HOMES MSE SPECi1CAMM AND DRAMMM ARE
OFtONAL. PROPItlEGRY, ANO,(XAWDUMAL DRAWL.
rmmm
„ P.O. BOX 368 MAY MALS OF JACOBS04 YANUFAC1URING
NG s" YATMAIS ARE PRIED 10 11E
DD SAFETY HARBOR, FLORIDA 34695 R oKo RIi ROTY AIFM NO wST BE DRAW
PHONE (727) 726-1138 KEPT WNfttlWK AM ¢E`T rRCU OMM
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP 'BLOCKS.
I.T.
MNOZONE M
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF O.L.
Cwlq-10,910I-
�oF,li 7
DARA APPROVAL•
APPROVED BY
III
TIERAL MANUFACTURED HOME
)NSTRW10N ANDSAFETY STANDARDS
Mc I •t
DAZE REV. IEiTER:
12-13-03
PORCH ANCHORING I —
AD-TD-0112 .
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
l0
J
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SET— OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE —DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(]150/ WORKING LOAD) '
[3
x
3
V
V1
VERTICAL TIE —DOWN
TYPE 1, FINISH B. W
GRADE 1 STEEL STRAPPING c
f
1 1/4' WADE:Jc 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 CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTAIM TO FABRICATE RADUS CUP
BY PLACNG A STRAKBIT 3' LENGTH OF
1 1/4- X 0.OW .'TIE -DOWN STRAP
MATERIAL N ANCHOR SLOT AND BENDING
TO FORM THE CONFIMATION SHOWN.)
RADIUS CLIP MUST.BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE nE-DOWN STRAP THROUGH THE SLOT
N THE BRACKET 79liI9 W THE RADIUS CUP.
NOTES-
:• ENES70357 � '
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME - OVER BY
TIE -DOWN STRAPS AND ANCHORING EOUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE. '(',Q�- F C JUN ) 5
19
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING O
SMALL ATION. HAVE A RESISTANCE TO WEATHER DETERIOR- '�'4!�••., J A. ,. •'��a�a�` � INC,
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS `ou1o1MlRt4
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANp10R rBRi1,AlD TE-DOWM
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTEO BY OTHERS
JACOBSEN HOMES
NOMCP
a AIO WAUM AK
DRAWN BY:' C.L.Y.
YAl 5-31-95
a. IIIRIC
MSE sKamm
n1I� ALT. TEE —DOWN WPL.
\I
P.O. Box 36B
w1 a OFoRAwwc
Nc MAXLU AAE reoMom 10 m
9"
SAFETY HARBOR; FLORIDA 34695
K0?04 ra 9EGi1C PJMM NO WO K
onus
DRAWING NUMBER:
AD—TD-0200
PHONE (813) 726-1138
an wwwrA1 No Non moo
66
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, —
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
-O
t
�J f
DIACONAL FRAME TIE
.I
ANCHORING EQUIPMENT
CAPABLE OF RESISTING _I I
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING _
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
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 & 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.
NOTES:
E' ;�'
6,
DAPIA APPROVAL:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
;z N0. •' ��
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
910334 =
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
��o
'• STATC �f•
REVISED
ATION.
•�
��%���' ' O
3 PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
ERE THE ANCHORING SYSTEM THE
``
''����s
INC.10/2
NAB '�
0 EXTERNAI STRAPS OR CABIESE(SEEES
RADIUS CLEP)
ft'' II W
noasrn,cm�.�o¢rrArwwma
JACOBSEN HOMES
TNESESPECRGNNoQN�sANE.DRAW=ARE
DRAPN�Y: R.R.
DAk 10-05-96
REV. LETTER:
®
P.O.
P.O. BOX 368
WONAL PROPRIETARY, AND MinDENT1AL
YATMALS OF JACOBgN MAIAITACIl"O
DRAWING TITLE-
ALT. TIE -DOWN APPL.
®�
Rr a1a YATERN.S ARE PROWD0 TO INE
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REOMT FOR PEOM PWPOS*S APO NMI K
IVT COWWIlk W 2=1 rROU OINM
DRAWING NUMBER
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' CaUYN 'B'
f
SEE TABLE FOR MAXIMUM SPAN FOR COUIYNS 'A' OR 'B'
COLUMN 'C COLUMN b'
ISEE TABLE FOR YAXIYUII SPAN FOR CaU1045 'C' OR b'
SEE TABLE FOR SPAN COL. i SEE TABLE FOR MAX SPAN FOR COL 'C
cauYN 'E' cauYN •1" caLur+ 'G
SEE TABLE FOR YA>DYUY SPAN •FOR COlU11N i
MAXIMUM ALLOWABLE- SPAN
TYPE OF ANCHORING REOb
COLUMNS W. V. b' OR 'E'
CaUY1S b' OR 'C
COU601 i
(SEE AD-70-0251,
AD-70-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
• ZONE J
AD-TD-0253)
SEE HOTS 1
EIP.'C
EXP. b'
OF. 'C'
EXP. b'
EXP. 'C
EXP. b'
EXP.'C
EXP: b'
EXP. 'C
Fes. b'
EXP. 'C'
OF. b'
2 - 51501 ANCHORS
43'-0'
29'-6'
33'-9'
23'-7r"
43'-0'
29•-6' '
33!-9' '
23'-7'
13'-0'
29'4''
37'-9'
23!-7'
1 - 3150/ ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
fl'-10'
, 21'-6�
11•-9�
16'-10'
11'-10'.
1 - 4000/ ANCHOR
27-3'
18'-9'
21'-5'
15'-0'
27=3'
lE'-9'
21'-5'
15'-0'
27-3'
18'-9'
21'-S'
IS'-0'
NOTES:
ENGINEER AL
APPROVED BYE
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
JUN
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 j MIN.
O ANGLE SHOWN.
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT 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 -WIDE
ATTACHED
ANCHORS
I)..._
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.
TO TWO
(3150# EA.)
Dr.• GAS TE''' �UF �''•�
ENE8703571 �
'�'`�ia.�',
rJONA� Fyn
AFF VED BYp,,,.
lil .�.Ad 1 5
>N
FEWPA u~ALTI�M,7fE 1�C,
C04TkCT Ct, Arosw�ft�aloltp
JACOBSEN HOMES
M
vaAWN BY. C.L.Y.
5-31-95
�v LEA
TKSE SKC>� DU� ARE
Box
CM=AL PROPWWr. AM CCWMI1K
YAMWa OF JACOBSEM UN UFACROIG
DRAWING TITLE
COL. TIE —DOWN APPL.
n
A\
SAFETY HARBOR,
OR. FLORIDAI 34695
. _ SM MAlTIMS ARE PROW00 TO THE
1Qcport FCR VWX ROM NO RM K
'J
DRAWING NUMBER:
PHONE (813) 726-1138
IVT CCMfMPA APO SECRET 1RCII OHM
AD-TD-0251
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
101
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT 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.
JACOBSEN HOMES
■
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
MARRIAGE LINE OF KXII-W'.DE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3933-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (3150#)
No AFo F
RE87�35�}
�j
'a s!ONAL Ey0,�'.
N077C� I'[R m RT:
IHM S'EOIICATIOO AND DRAM M ARE
0MAL. PROPMETART. Am OOI[1 n4L
MATERIALS OF 19=01 UWACII M
W. &KH VAMUS ARE PRONDLD TO II[
RECfOR ►Ol S CM PIEWM NO VW i
WT COIiMLq AND moo PAO1 OIIETLS
BY4
1 ��
IIj C
C.L.Y. I - 5-25-95
COL TIE -DOWN APPL.
It AD-TO-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTWG
THE WORKLNG LOAD
OF 4000 / MIN.
0
MARRIAGE LINE OF MLILTI-WADE
VERTICAL TIE -DOWN
TYPE 1• FINISH B.
'GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES:
1. ALL ANCHORING EQUIPMENT 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.
NoEy�o F,
CA1�07noe7�
PROVED BYE,
I I I N e C.IN
rtoElw�wv�cllrl�lo
04igOCIA OSAKU PSO M
NOTICE` 'I III AM16r. I DATE; REV. LETTER
JACOBSEN HOMES 7MM S?EcnCAM tlS AM GUNIMCS ARE C.LY. 5-25-95
vROPRt1ARY• AMo careloolnAt oRArrnlc nnE:
P.D. BOX 368 1A1°� CF �A 1wa<,cAcn,lm+c COL. TIE —DOWN APPL.
„ SAFETY HARBOR. FLORIDA 34695 OW r(M rE�rne mo I � K DRAMNG NUMBER:
PHONE (813) 726-1138 im CW MPA me mm nu cum AD—TD-0253
70
ADDENDUM
184 WIDE COLUMN TIE -DOWN APPLICATION
.A. COLUMN b'
1COLUMN
LSEE TABLE FOR NAWN SPAN FOR COLUMNS
'C' COLUMN b'
(COLUMN
SEE TABLE FOR YAMMUM SPAN FOR COLUMNS'C' OR b'� APPROVED EY
SEE TABLE FOR SPAN COI. 'E' SEE TABLE FOR MAX. SPAN FOR COL.IN
INC
FED .MANUFACTURED Halle
ION AND SAFETY S TAlOAROS
MAR 0 3 1999
Comm *r COLUMN COLUMN �
SEE TABLE FOR wan SPAN FOR Cmum'r I
�1
MAXIMUM ALIAwABIE SPAN
TYPE OF ANCI1CtitLO REOb
COWYNS'A', V. b' OR
COLUMNS b' OR V
Cm"T''
AD-TD-0252 ANEE D
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
zow 3
A -1D-O2
SEE NOTE 1
EXP. 'C
EXP.. b'
EXP. 'C'
EV. b'
EXP. 10
DIP b'
EW 'C'
EXP. b'
DP. 'C'
D9? b'
M. w
W. b'
2 - 31501 ANCHORS
37-4'
25'-6'
29'-4-
20'-4'
37-4'
25'-6'
29'-4'
20'-4r
37-4'
25'-6'
29'-,r
20'-0
1 - 315y ANCHOR
18'-6'
12'-10
14-i
10'-3'
18'-6'
1i-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7-
10'-3'
1 - 4000I ANCHOR
23'-8'
16'-4'
18'-r
IN-0'
23'-8'
16'-4'
18'-7'
IS-W
23'-&
16'-4'
18'-71
13'-0'
M. CALCS.
NOTES:
DIGI
DAPIA AFP'ROVI" 0
1. SEE ADECIFIC 51, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON
= •Q�r NO• Q ••
PRO BY
ANCHORS.
910334
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
=
INSTALLATION.-
.-o �• SPATE OF :•�
•
C,
.•
OI ASP•
r.�nau
JACOBSEN HOMES
MZ
M TICIED
oATE 2-9-99
REv LEnm
■ P.O. BOX 368
\I
SPECMMK$ AM MAIM ME
oMMAL R'ItwmlpRY. A M oorwta wt
UAWA'L or acem �A::vfTUo1¢
nn
18 11T1E
184" WIDE Gam. TIE —DOWN APPL
SAFTTf HARBOR, FLORIDA 34695
PHONE (727)RUM726-1138
WM MA1EWU ARE Rro►loco o s
REWW rtR gwc RUM AIO UM K
IVT
pUL�O NU49M
MUNDIML AM yEM W= cum
AD-TD-0254
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
SEE NOTE 1
. mlwry nnu nL- Uil jlnj wn evmurun
BRACKETS (SEE 11E-DOWN SPACING TABLES-NORLUL
AND/OR ALTERNATE- FOR MAXIMM SPACING ALLOWED1
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO LBE INSTALLED A MAXIMUM OF 2'-0*
(241 FROM EACH END OF THE UNIT.
LLD �����''''
�` �?•'•1STE`' F�� ��.
NOTES
PR O • y
•�,
DAPIA APPROVAL
1. LARGE OPENING = ANY OPENING WDER THAN MAX. TIE -DOWN SPACING ALLOWED.
ENE8703571 s
ROVED BY
2.TIE-DON SPCX TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DON
SO LONG AS, THE AVERAGE SPACING[ (A+B+C) / 31 DOES NOT EXCEED THE
'
5 1945
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
,�'•. /� ��+
.>lM 1
-SPACING OTHER S)
TIE-DO3.
's'•s+�,�!...••��v\��•```
••..
FRAME RESTABLES T ALL(SEE
INSTALLN V1:RIICAL TIE -DON
01'lAL1It1�``
4. SEE AD-TD-0001 FOR ADDITIONAL REQUNREMENTS.
AHao*: BRAacEr AHD TIE-D01YN
DEVICES ARE CERT1f1ED BY OTHERS
JACOBSEN HOMES
r1°zTc>r+�
1iESE ssaLlrwtlDHs AHD DRArIRS ARE
BY:
C.L.Y.
DATE.REv.
5-31-95
LETIM
��P.O. BOX 368
ORIOHAL PROPiO M. AHD coxfLEMPAL
Sm ,� "D
TO THE.
A
DRAWNG TITLE:
TYPV=
SINGLE YVIDE T/D
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
Rtmm FOR gm pirm Ale mm K
ICPL CONLe im me wma nm mmm
ORAIMNG NUMBER:
AD—TD-0300
79
ADDENDUM
TYPICAL •MULTI -WIDE TIE=DOWN PLACEMENT
. SEE NOTE 2
A B C
24' LARGE OPENING
SEE NOTE 1 n
COLUMN SUPPORT TE-DOWN STRAPS.REGUINfD AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTK
MULTI -WIDE FLOOR SHOWN
SEPERAIED FOR CLARITY
V
24' Lj
STANDARD VERTICAL W-DON N STRAPS OR MIGNON
BRACXELS (SEE lE-DOWN SPACING TABO -NORMAL
AND/OR ALTERNATE- FOR YAXNUI SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL lIE-DOWN STRAPS OR ANM
BRACIMM TO BE NSTMM A MAXIMUM OF 2'-0'
(24' FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL�
All lE-DOWN STRAPS AS SHOWN IN THIS DETAL OpF l
NOTES:
4WGFW Rol 7�� � " i
UAMA AFFKUWAL:
I. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED.
NE8703571 �� =
OVED BY
2. VERIICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TE-DOWN SPACI
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM IE-DOYN SPACING REOURED ON THE APPROPRIATE VERTICAL/FRAME
��:.. T6 Ej OF
E�w�
�JV q ':
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
..
F�49,
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
•'' • .. p'N•'
'I'll,
'�• TONAL E
4. SEE AD-TO-0001 FOR ADDITIONAL REWKuENTS.
`•�
NTip-DIY,++
AIObRiT:a >t
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
NOTICEk
>KSE ��� AO aMAW=
DRAWN BY:. Y. C.L.
IAT>r 6-1-95
REV. LETTER
P.O. BOX 368MATERIALS
ORC+A, Pam+• m CWWM#L
aF �AC085EN LIMLFACRFAW
A
DRAWwG nnn
TYP. MULTI —WIDE T D
SAFETY HARBOR, FLORIDA 34695
K� MR 9 �S A0 MOMM ob K
DRAB NUMBER
PHONE (813) 726-1138
K" CWMII L AM SECPV Tad ORM
AO-M-0310
73
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS I
ONLY. OPTIONAL AT
SEE DETAIL - 'A' -� OTHER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - 'B'
SINGLE WIDE TIE —DOWN
DOUBLE WIDE TIE —DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN I
A k 8 SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT I
OTHER LOCAnoNs.)
T.
PULL DOYM TIGHT TO --/
cRa►NO ANCHOR DETAIL 'A'
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A' j
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
1Y MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPDSED BY THE TIE -DOWN STRAPPING (3150 LBS. MAAMUM
FOR EACH TIE=DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .OV MINIMUM
ZINK COATED STEEL STRAP, OR EOUAL WITH 315os
CAPACITY MINIMUM) K 1.5 a 4?1,5 r uLTI,,, 'IF
I.oA.o 04rjAerTy
TES: ENO %♦M�OXXWGW$-
DAPIA APPROVAL•
1. SEE DETAIL 'B PAGE 4 MR MARRIAGE WALL OPENINGS _ �� � � �4T C,q J,`�/fi 4�+
P
OPENINGS GREATER THAN 49 INCHES. & vP To 1'7 6 T1e1BVTq�y � : 6 �•. APPROVED BY
2, SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR s Pam.:. RO. Cv3S4 i 0 2
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL ST PAGE t4)R TYPICAL I -BEAN STATE OF Irb 9C� I �C
PIER CONSTRUCTION A P, r ,��
'. E` . 4OR�o ,.
��'•.s�REO LNG` : `'� . �acm,GDoaA,o:A►cTYswcvos
JACOBSEN HOMES rl°TIc>D BY: DATE REV.lEr1ER
THESE sPEatmaTwrts AND oRAwN1s ARE RR 10-31-95
■ 00GINAt. PROPRIETARY. AND OONfMTK DRAYANG lint
MATERIALS OF JACOM MANUFACTURING
P.O. BOX 368 ING SM MAIFJCILS ARE PRVVM TO THE ZONE I TIE -DOWNS
SAFETY HARBOR, FLORIDA 34695 KCPINT Fat Sim PURLS AID REST K DRAWNG NUMBER
PHONE (813) 726-1138 107 CONIWWL NO SEW rRnt OTNM AD—Z1-0001
7d
75
ZONE I TIE —DOWN PLACEMENT
TYPICAL I —BEAM
nE-DOWN
MAIN FRAME I -BEAM
-SEE NOTE }t— � —
MAIN FRAME I -BEAM
END
ISPACINGI
CENTER
SPACING
I CENTER SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
i SPACING
END
ISPACWGI
DOUBLE WIDE TIE —DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
aa
�•-••
.v
• .W[rJ
_WAUFlU
rManu
TYPICAL I -BEAM
nE-DOWN
MAIN FRAME I -BEAM
'.'—SEE NOTE #11• `SEE NOTE �1�—
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
END CENTER CENTER END
SPAONC SPACING SPACING SPACING
1.
TRIPLE WIDE TIE —DOWN PLACEMENT
c*
ME
NOTES: ENGNEER♦`ioWb DOF,��� DAPIA APPROVAL:
T. SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ��♦'�� ��TIFI�gr :C`�L���. APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. V
No.45484 .,ON 14
STATE OFFIED
* E
r coon acronmowrnstnmwa
JACOBSEN HOMES NO
' �.>nr++•► �Y.���"`
THESE sPEC1EICATIONs AND DRAwNCS ARE RR 1 10-31-95
WaNAL. PRWWARY, AND O@310ENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACIIIAING
P.o. BOX 368 we SIM WAW ALS ARE PROVM TO WE TIE —DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 REDPptt FOR SPE X PJMZ AM UM BE DRAWING NUMBER
PHONE (813) 726-1138 IVT OpfUN AL NO SLORET ntau DTIERS AD—Zl —0020
76
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 a cd.
FEB 0 1 m
INC.
xoitc� �„m. o�. M.T. �„��. 2-1-00 n.. �...�.
JACOBSEN HOMES 7 Ate "
-An% rRava[-.4., Awo corMRM c onATANC TIRE:
I Hrr-rfln P.o. Box 368 �"=At. 0it0'�""'""'KWIIA` ZONE 1 INST.
\I .e ma MAIMAtS AX PPMO ro rK
SAFETY HARBOR, F10RIDA 34695 NEWOR rtR Num PJPM AM KW K DRAW KNOER.
PHonE (7i�) 726-1138 Kpl CWDOMAL M WMI mew a*= - A0-.Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
DORMER
LONGTUUDINAL TIES ONLY REONRED 0 EA HALF
DUTSDE BEAM US END. EXCEPT FOR ZONE 3
W. b' THEN 2 REQUIRED EA HALF
Ta I
I (IE. ONE EA. BEAN. ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
I
I THE SOEWALLS SAME AS THE MART UNIT.
TRIPLE WIDE
OR QUAD WIDE I VERT AL TIES AT CENTER LINE REQUIRED ONLY
SECTION(S)
AT COLUMN SUPPORTS PER DOUBLE WIDE
a I
COMHEC71ON REQUIREMENTS.
I
I 24" MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UMT (SAME AS TYP.
mL
I
DOUBLE WADE TIE -DOWN REQUIREMENTS).
T2
LONGIMINAL TIES REQUIRED AT EACH HALF
INS END ONLY.
MAWN PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
EXPOSURE 'C' 90' 56'
EXPOSURE V 39, 46•
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
..tttNnlotrrUa,.
NOTES: •� O .• GAS Eq ••. F,L
1. FOR QUAD SECTIONS. EACH bOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED '3"Q� No. F� •.
INDEPENDENT OF THE OTHER STRUCTURE. (IL SHEARWALLS, TIE -DOWNS, RIDGE- EN 0357 '•
BEAMS, COLUMN SUPPORTS, ETC.. ARE CALCULATED FOR EACH MULTI -SECTION.)
�90.. S A F
►PPROVED BY)„r.
NTA5 1955
INC
•�N N�•
____f
JACOBSEN - HOMES N0T1Cm DRAWN BY: DAIS REV. LETTER
T1tE5E sPEHanunaHs AND DruMNcs ARE C.L.Y. 5-16-95
OWNAL PROPRIETARY. AND Cortteaw DRAWING MILE
-
P.O. OF JACOBSEN MNUFACIUIVIC
P.o. Box 36e W_ SO MAMMS ARE PRW= TO n¢ ADDENDUM —TNT. UNITS
SAFETY HARBOR. FLORIDA 34695 K PENT fat VTCtIC t l NO No NISI BE DRAWING NUMBER
OFF
PHONE (813) 726-1138 wT OONm nk mo woo nai ortua QUADADD)
78
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EIFIEF�
EIVFFI
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JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8