HomeMy WebLinkAboutSet-Up Manual AddendumSET-UP MANUAL ADDENDUM
❑ter❑
jAqOBS N
HOMES
•11 PACKARD COFUF
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
6/1 /07
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
0�
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0. WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
OOUNG
3SOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU, iDUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
DANA APPROVAL
'PROVED BY
0 oor 4JlM 1 5 W fl INC
JACOBSEN HOMES NOTICE DRAWN BY: ' C.L.Y. °ATEc 5=30-95V`E�
THESE SPECYIGTIOHS AND DRAWINGS ARE
ORIGINAL, PROPRIETARY. AND CON11DEmnAL DRAWING 71T1E:
MATERIALS OF JACOBSEN MANUFAC7"G
P.O. BOX 368 INC. SUCN YAIERULS ARE FRONDED TO THE EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 RECPENT FCR SKCFIC FL@F 0 AND IAIST BE DRAWWG NUMBER:
PHONE (813) 726-1138 IVT MWOCHTIAL Aw SEDU RROY ORQ6 AD-AC-0001
3
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DIsCCNTIP•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)
NOTES- DMA APPROVAL:
APPROVED BY
C100 00�'r
"
INC.
wa
NOTICE: DRAWN BY., DATE: REV. LETTER:
C1Ci JACOBSEN HOMES THESE SPECIT1ExnONs AND DRAVANGS ARE C.L.Y. 9-28-95
,IO W.H. N SYS.
CRIONAL. PROPRIETARY, AND DONFIDENTIAL DRAWING TITLE:
P.O. BOX 368 B
MATERIALS OF JACOBSEN YANUFACIMNC
INC. SUCH YATEPJALS ARE PROY.DED 10 THE
SAFETY HARBOR, FLORIDA 34695 RECPQJT FOR SKCFIC PURPOSES AND WST BE DRAWING NUMBER
PHONE (813) 726-1138 OUT CWDDITUL AND SEWT FROM OTHERS. AD—AC-0100
4
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131" X 1 1 /2' MIN. 3/8' X 3 1 /2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
STRAP ® 48' O.C. MAX. SPACING 1 4" TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS INSTALL WOOD SHIM AT ALL LAG
TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO '
NDS01
AND FOR GAPS TO 3AG INCREASE THROUGH AND TO KEEP CONNECTION
EASE
(ALL ZONES) LAG LENGTH 1 TIGHT. (SEE NOTE 2)
(ALL EFOSURES)
MILD Z01E
MOM
3/r X 3 1/2' LAG S17IEW
30 GA. SIRUP FAST00 W/
7/I1' 116 GA. sTAgm
we 20NE
EXPORK
WIR111 NLWIBM OF FASMARS REQI M
0.131' X 1 1/Y' NAMS
7/16' X 15 GA SWIM
MAX" SPACNG
NAMW SPACING
.�
IV O.C.
21/4' QC.
3
S
2
2
V
17' at
1 7/!r aC
ti•
4
7
'O'
16' O.C.
2' aC
'C'
4
7
3
3
b'
W aC
1 1/2' aC.
V
i
1 e
NOTES
ENMW APPROVAL•
CAM APPRO'VAI:
APPROVED BY
1. 1' MK FUMAna1 6 REQU O ON STAAM FOR UK a01f' STRAP.
Revised
.r 23 _07b
L WOW SHW6 70 BE RPPED FROM SPF #3 UK OR BETTER.
(3' 4' X CAP IND1H IAK gal
May 24,2006
IF
0m OR PLywm YAY K USED Rcum EOUAIS GAP vmTH-4' X 4' 1QE 3V
John C. LjbA en, P !=.7NAINC.
3 IOC YAXURJII SMALL NOW.
r �
!0. ETT(33iioori 1(g, :�iu
FEDEML MANUFACTURED MOIRE
CONSTRUCTION AND SAFETY STANDARDS
4. SEE CUB KW Fri SEAL4IG FLOORS FOR AIR N1LWIATl011
JACOBSEN HOMES
nsg scar N0>las ,=,,,o
MAW BY.
GAiE
05-22-06
REV. tETiER
P.a eox 3ca
arAWK. PWWAV AM NWAC llea
Iw,E>�Ks a �"°°dg" ""`r"cluw'D
uuWac nTIE:
M/W FLOOR FASTENING
SAFETY NE (81 , FLORN)A 34695
PHONE (813) 726-1138
�ii Mi $ C FO►o6c Y�lST R
an cor>mluL me SET "A ORE11S
DFUWNG NUYBf7t AD—FA-00�1
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
aGKO APMAU
S 2� ob
John C. Dueden, P.L-.
K2 Eng- mering. Ina.
APPROVED BY
Revised
May 24,2006
I0 golo
FEDEOIL !IwANC.
WED HOME
CONSTNUCfIpI AND SIiFETY ST�IID�RDS
ElEmEl
DirclMG
JACOBSEN HOMES
P.O. BOx m
SAFETY HARBOR. FLOWA 34695
PHONE (513) 726-1138
-*m r m=na ma aawm Aac
0140VA. FROPI� UL AID �iLOIML
annu °F otem """'rA�am
3= VAINU ARE FROMM 10 M
®ort FOR PJAPOM 010IM t
wt mmK mm enm =a Olmm
m or.
M.T.
YAIC
05-22-06
DLL ELIILJG
B
m1m 11M.
M/W WALL FASTENING
DRAWNG NOYE*R AD-FA
6
ADDENDUM
MULTI -WIDE ROOF FASTENING
l� CENTER LINE OR MATING
�. LINE OF TRIPLE WIDE UNITS
30 'GA. GALV. STEEL STRIP I
SECURED VNTH 7/16' 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.
I (30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
-IAG SCREW SET RACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WIDES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WIIOES�\ PLAN VIEW
1 4' 2 3 4'
3/5- X 5' LAG SCREWS •• AG SCREW SET BACKS
TRIPLE WDE ROOF UNE (2 1/4' SMOOTH SHANK) FOR DOUBLE W1DES
I I� SEE CHART ON SPACING
FOR TRIPLE WOES
SPACING
INSTALL LAG SCREWS � -� FOR MAXIMUM
AT A 45' ANGLE - 42 1 4 2 3�4r*
STAGGERED
14TO3'GAP _
ROOF PERIMETER RAIL—`
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE J4)
CROSS-SECTION J �-- INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO GO
TO 1/2', INCREASE LAG LENGTH 1' THROUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4, INCREASE TIGHT. (SEE NOTE 2)
NDS01 LAG LENGTH 1 1/2'. REF CAL.C. PG.
(ALL ZONES) CROSS-SECTION (W/GAP-), C WA- 91.01- 91.07
(ALL EXPOSURES)
NOTES: -- - OWEER APPROVAL: DARA APPROVAL:
L 2 1/C YIN. PEREIRATION N10 RECUMHG MEMBER IS RE"IED FOR LAC SGHEYfS.
2 WOOD SIM TD_BE RAPED FROM SPF P UK OR KTFUL APPROVED BY
�3- X C X CAP WMDTH UK SM) Revised
0® OR PLYNOOD MAY B: USED F I NMEM EOUAIS GAP MD1 4 X C MR SHIE) /
3. SIT GM OETALS FOR CM PIJ:TIHG ROOF NTEKCTOL (Q All
aY 24,2006
4. *0 NST1U M A LAG SCREW NR1 A RM B.AK FFST-dtLL A 3/8. OF*MM �gilfl�i. IJ06QeF1. P ti .INC.
HCIE THROUGH TIC FIRST RIDGE BEA1L XM -ffU A 1/4' HOM MUCH M 1l? E:.flgi119Ern Tq, Inc FEDERAL NMUFACTURED HOME
RECOM WCE BEAM FOR TNE WADED PCRTO OF LAC S THESE DNS AM CONSTRUCTION AND SAFETY STANDARDS
FOR 3/r LAC SCRM ONLY
S We MUMUM SNEMAIL HEIGHT.
JACOBSEN HOMES
NO11
1FiS'i SiCixJl1Kf6 AM AND DRAr+cs Ali
awfw' rRa9e my. " OM#Ixh K
wxm w Ahem a VANWACTURIC
°RAMN BY' M.T.
DAZE' 05-22-06
my. �"u`
MAY" TIM
M%W ROOF FASTENING
\I
P.O. BOX 365
!I- an YATFAWS ARE MD+E7m TD I E
°RA"Nc "" AD-FA-0020
SAFtIY PHHONE {(813) 726-113D��.
a"emproml mEm"mwnPAWD om�
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GAIV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
I NOTES:
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
PROVED BY
JA 1 5 19m
INC
NOnCa DRAWN BY: DAIS: REV. LETTER:
JACOBSEN HOMES THESE SPEoncAnats AND DRAWINS ARE C.L.Y. 6-5-95
OMONAL PROPPoEUHY. AND Wemm DRAWING ITL£ M�YV ROOF SEALING
P.O. BOX 368 MAIERIU OF JACa35EN UMWACIMG
m
W- stKH YAwjw ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECPgXf rat SPE= ROM AID mW BE DRAWING NUMBER
PHONE (813) 726-1138 IQPT CailoOR k me sEaCr nu OTHM AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIP
S
(SEI
V 'i 1 1% 1 1 1\ V V I 11 \ V v l.._ , ., V,. ,
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
IEAD OF ROOFING CEMENT
BEADS REQ'D HIGH SIDE
BEAD RECOMMENDED ON
HE LOW SIDE)
DAPIA APPROVAL
'ROVED BY
JW TP1 5 1995
LNG.
NOUKAMH UT: . UAIL: rtLr. Lcucnc
JACOBSEN HOMES
THESE sPEa1u110NSAND ANo oRArwcs ARE C.L.Y. 6-5-95
ORIGINAL, PROPMETARY, AND OOMIOEHML DRAMNG TITLE
UATERIALS OF JACOBSEN UANIFACIU7PEG M1W ROOF SEALING
P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO YK
SAFETY HARBOR, FLORIDA 34695 RECPEHT FOR SKC1C SMOSS 40 MAT BE DRAPENG NUMBER
PHONE (813) 726-1138 INVT COWIDEHTK NO SECREI ERCH OTHERS AD-FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. TNSTATU.ATTON-
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL FLASHING IN THE HEARTH AREA 10 INSURE THAT IT HAS
BEEN INST40 (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH.
3. LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS -
A. CARMI LY PLACE THE HEARTH EXTENSION BT THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 1 2' WOOD SCREWS
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WITH A NON-COMBUSTABLE CAUUONG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
NOTES:
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
JUN28rZ
ON flINC
no(PAM WAMoomm
MOW" SqM SV Mq
JACOBSEN HOMES THESE SPECIi1CANOTLCE DRAWN BY:. DATE 6-16-95 REV. LiTTEf�
noNS AND DRANIN(S ARE C.L.Y.
S OMONAL, PROPWETARY, AND CONFIDENTIAL DRAWING TITLE
P.O. BOX 368 � NAB° NNE T T� SHIP -LOOSE HEARTH
PHONE (813) 72SAFETY HARBOR. 6 1138 695 � CW NO SEOV � UOIHM DRAWNG NU48FR 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 QED
INC.IfB�IR 2 5 20
q
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFELY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED BY
NIP INC.
FEDERAL MANUFACTURED HOME
CONSiRUCTIDNANDSAEETY STANDARDS
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 -
MARRIAGE WALL
3/8• MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
\ \ \ \\ \ \\ \\ \ \
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKER5 (PURUNS), ATTIC VENTALATION.
3/8' SHEATHING TO BE INSTALLED ON —SITE
OPENINGS IN TRU55 SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
WINDZONE III
(18• X 14 1/2" MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
(I10 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL•
1. 3/8• MIN. RATED SHEATHING FASTENED TO ROOF TRUSS MATH 7/16• X
(NO ICLUE•REOUIRED) PANEL EDGES AND 3• D.C.
APPROVED BY
AT ALL FRAMING MEMBERS.
MAT t
4kas
.EIN
PINC.
FEDERAL MANUFACTURED HOME
CONSTWIONANDSAFETYSTANDARDS
JACOBSEN HOMES
THESE SPECIFICATVO ANDCE:
AND DRAWINGS ARE
DRAWN BY:
R.R.
DATE
4-27-98
REV. LETTER-.TIONSS
ll m■O
MIPROPRIETARY, MID CONFIOENRAL
DRAWING nnE
P.O. BOX 368
MATERATERIAA LS OF JAC�SEN MANUFACTURING
INC. SICK MATERIALS ARE PROVIDED TO THE
TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-113B
RECIPIENT FOR TF.CRTC PIJRPD%s AND WST BE
REPT CONIIDEIIUAL AND srm. IrRou oIHERs.
DRAWING NUMBER:
AD—HR-0001
12
HINGED ROOF DETAIL
dSTMM OF MR M RAGE W FROM
mm P0911Q1 m W-IP P09u IS
APPROX 22 I)f.
un HIM ROOF mm SYSIE lay Tm
BECJIA A REAM NG UK m t2 FEET
APART. WE ll W PW3 WM X W
W W ROOF S1:M W A= WW WM
2RFUTAMaNIKRYM
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET-UP POSITION
NDSOI
NOTES:
1. WAM RAND ROOF SECIRN N THE RAM POSW Ea<FOtiE S19KW WWI
IMG Pom mm P0411o11
HNGED IN s P061 TO RIDGE MAK
6SFF(!=WPOST 1OPRAL
.11OX W=Wff0R3- jaxr
Cm
REF. CALC. PG. C-RF- 223.0 - 223.6
ENL111EER APPROVAL
.Sohn C. Doeden, P.k.
►C2 Enonq, Inc
APPROVED BY
r PINC.
Revised
Jun 06,2006
FFDFRAI hIA"
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
nm �TW NO 1 ANN0 „�
emu. N O"RAor. An C09EM Al
BY: O.A.
DAIS
06-02-06
R£V EEi1FR
J�
OR IM IIM
Ra BOX 3N
HA
S01 OF �C°1" YA"JFACRMC
HINGED ROOF DETAIL
/-1
QAWf7l3
SAFETY HARBOR. FLOIWA 34693
W. YATUM ARE PR0I�EED 10 AE
r1 l F 9'&7iC PRIM AD MW K.
DRAIM I6AIBFR
PHONE (813) 726-1138
WT caamruL me 4DFIfm onus
AD—HR-0002
13
HINGED ROOF DETAIL
UNOERIAYMENT TO BE GLUED 3' MIN.
ON BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAIIMENT AND
AND A MIN. 4 1/2' WIDTH OF ROOFWG CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X 8' BLOCK BEFYNO 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE WITH
3-/B X 3' WOOD SCREWS EACH SIDE OF GAP.
APPROVED BY
INRevised
Nov 30,2006
INC.
FEDERAL UMUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WINDZONE IA
(110 MPH)
ALL EXPOSURES
NOTES:
I. BRACE RAISED ROOF SECIM N THE RAISED POSITKN BEFORE SM ONG HNGED
KING POSTS NTO POSITION.
John C. DoedW Rig
K2 Eng+• U113-
JACOBSEN HOMES
NOTICE:
raw. SPEOFumm,,o omu= #A
DRAM% BY.
D.T.
DATE
10-02-06
REV. LFTIEIC
rliffn
Box US
C+OMM. P+�T� Aw aMMAL
YAIENALS OF J IMMER UUWXNMI6
DRAMNO n7W .
HINGED ROOF DETAIL
ram-roP.O.
SAFETY HARBOR. FLOROA 34693
PHONE (613) 726-1135
FUR � n� raT'K
Rm odDwm #A S�Cil[I fra wo
ORATING ruueER AD—HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK -� ONE-PIECE SHINGLE
UNDERLAYMENT
2' MIN. OVERLAP (iYP.) - o
i ', rl �
I 1 I r I r I fl w
J I 1 I
1 7 1 6' MIN. TAR AS SHOWN
1I I I
,1r1I� r —1 SEE ........ (APPLIED ON SITE)
-s8
: NOTE #3;:::: :::. . .......
rE
.. .
3MIN.
SEE DETAIL A r=
i I i I i I i I i l i I w
`o
CD
1 1 I 11 1 1 1 I I I f 11 1 xW
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE UFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15# FELT AND SHINGLES.
DETAIL A
VANDZONE III
(110 MPH)
ALL EXPOSURES
NOTES: - - - - -
1. CEMENTING OF 15# FELT 1S NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
Z FASTENING OF 15# FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL A PROVED BY
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 15f FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE UST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED 70 MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD—HR-00DI (WITH SPECIFIC END PANEL LAYOUT), { I `r C.
AD—HR—ODOZ AD—HR-0003, AND AD—HR-0004. FEDE AL 61ANUFACTURED HOh1E
CONc TRUCTION AND SAFETY STANDARUS
JACO BSEN HOMES NOZ ICR DRAAW' BY: DATE REV. LErMt
DOE SPEGFlL MIN AND DRAW= ARE M.T. 9-20-03
■ OR WIWL PRCPWARY. AND CONFDFN11AL DRAWING TITLE: SHINGLE AND UNDERLAYMENT
MATETtlALS OF JAOOBSBJTI MANUFACTURING
P.O. BOX 368 W. S,CII MATErM ARE FRONDED TO THE APPUCATION ON HINGED SECTION
SAFETY HARBOR. FLORIDA 34696 REWW FOR SWE PUlrW AND MUST BE DRAWING NUMBER
PH INE (813) 726-1138 RVT aor WDFI1K w smwr FROM Onm AD-HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4" SCREWS,
6.1/2" O.C. MAX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 16" O.C. RAFTER 'AND
3 1 /2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NDSO1
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SWNIM.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
CRC - 167.01 - 167.02
3WER APPROVAL' DAPIA APPROVAL —
APPROVED BY
Revised
gun 09,2006
.4 04
John 0. Dosijwi, F.f=. FEDERAL MfW11Fa(TU ONAIDN C.
coRsmucno" Ano sAFEn srAADAaos
.92
EAring, Irlc
JACOBSEN HOMES
None
,Htsc sPEaTleAno"s AND URANNCS AK
UT:
O.A.
06-06-06
IL•• I I Ili
MONAL. PROPKIART. PAD COWEE TAL
°Amms or Acam MmrAC7UR `
DRAWING ARE:
,I
P.o. Box 366
NG SM YAn3W AK PRDTOED 10 TIC
PEAK INSTALLATION DETAILS
SAFETY HARBOR., FLORIDA 34695
REMM rot SPECEtC KRNM AND MUST K
DRAWING MLIU R:
PHONE (727) 726-1138
PVT ovtroam AN slotR "m MCI%
AD-HR-0006
16
SHINGLEZUNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EMSTING
FELT AS SHOWN.
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
91 INSTALLED ROOF PEAK
INSTALL TOP LAYER OF 151 FELT
TO ROOF IMTN A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXSTING
FELT AS SHOWN.
UNDERLAYMENT INSTALLATION
NOTES: DAPIA APPROVAL•
AP ROVED BY
AUG 0 1 2004
INC.
FEDERII MANUFACTURED HOME - _
NOTICE DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES TNEsE sKacATXINS me onwi s ARE M.T. 7-2$-04
MMAL. PRWKTARY. AND COWMIIAL DRAWING TITLE: _
„ P.O. BOX 368 MATERIALS Of JACWSEN MANVACTINONG SHINGLE/UNDERLAYMENT INSTALLATION
NC 9" MATERIALS ARE PRNM TO TfE
SAFETY HARBOR. FLORIDA26-18,695 KOPEK NO ICA5ESET �w5 oRAWAIG NUMBER: OTHM AD-HR-OW7
l
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN 10 FLOOR FRAMING
MEMBER W/ STAPLE OR NAG.
BANDING STRAP VWPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. * RE 1HIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
'OOT MAY BE USED WHEN A FULL SZE CLEANOUT IS INSTALLED AT THE UPPER END.
I— VIEW OF MAWPIPWG
NOTES:
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
M AWROVAL'
INFP� s•
•,11� A:
INC.
JACOBSEN HOMES iwsE SKCM q+S MO DRAWNCS M �iA1� 8T. R.R. "' 7--17-97 Rcv. LETTER.
I CAMAL PRMTARY. AHD CGr81DFF1— DRAIMG TITLE-
P.O.
8Ox 368 MAMMALS OF 4%03M M&NI AMING 70 ?It PLUMBING SUPPORT
„ SAFETY HARBOR, FLORIDA 34695 a w+ CM " RE FMCD � "M BE
�_H_PHONE (813) 726-1138 ,En CONMU fUl NO IOU MV Gnu DRANHG NW3ER: AD-PL-DDOt
18
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 1 VENTS SEE AD—PR-7007 do 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD—PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD—PR-7002 j� SEE AD—PR-7008
SHIP THIS SEC. LOOSE
j 1 — � — — -(SITE INSTALLED) — — —
FOR OVERHANGS
NCLOSEDT-T T S
EE E-ET ASL
r
REMOVE ALL FACTORY INSTALLED
POLYVINYL BEFORE INSTALLING THI �TIS yy
ON SITE PITCHED ROOF RAFTERS I I
,;L1v ItR SECTION OF TRIPLE WIDE
��✓-o�-o",f v
P
TYPICAL TRIPLE WIDE HOME
WITH SITE INSTALLED PITCHED
CENTER SECTION RAFTERS
MNDZONE III .
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES:
DAPIA APPROVAL:
AFIPROVED
BY
JUN IP
INC.
qFMALUFACTURED
HOME
NANDSAFEIYSTANDARDS
J AC 0 BS E N HOMES
THESE sP>:cIFICANOTICE
1IDNs AM atAMLNGS ARE
DRAWN BY:
M.T.
DAIS:
f —04-04
REV. if TIER:
ORIMAL, PRWRETARY. AND CON WTIAL
MATERIALSOF JA008SEN MANUFACTURINGS
DRAWING TITLE.
ON SITE PITCHED RQOf DETAILS
A
P.O. BOX 368
uG HOT MATERIALS ARE PROV= TO THE
SAFETY HARBOR. FL40RIDA 34,695
NEOPENR FOR SPEONO ROWS ARID MUST K
DRAWING NUMBER:
PHONE (727) 726-1138
IEPT CdIWRAL NO SEYAET 110I GTHIM
AD—PR-7001
19
ROOF- TO ROOF ATTACHMENT
SECURE STE SITE INSTALLED 7/16- MIN. ROOF
WITH 7/16- I1S1%2X 16 GA. ROOF DECKINGSTAPLES DECKING SECURED WITH 7/16' X 1 1/2-
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE jn
11' MIN. SITE INSTALLED DECKING OVERLAP
SITE INSTALLED RAFTER TO
FACTORY INSTALLED ROOF DECKING ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
SEE NOTE 12
18' MIN.
BE RIDGE BEAMS
EE NOTE /4) h I DECKING YYU
CROSS-SECTION
REF. PG. RC-07-0044
FACTORY INSTALLED RAFTER
(CENTER SECTION)
WINDZONE' q
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NDS01 -' C-FS3 - 88.01
NOTES: DKRM APPROVAL DAM APPROVAL:
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN W17H FACTORY INSTALLED 04
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENEIRA71ON YIN.) 17p,
Jun 09,2006
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH /
j10 X 4 1/2' SCREWS 9- QC. MAX SPACING b 09
I SEE AD-FA-0020 FOR GAP TREATMENT BETYIEEN SECTIONS. John C. oe-own, f! b:. FEDERAL MANUFACTURED HOME
K2 Engkmr". Inr. CONSTROCFIDN AND SAFETY STANDARDS
JACOBSEN HOMES
■
NOTICE:
T1ESE=�RDNsAmcRAmrsAK
e4w+L ►"RTIA". AM CMUMINn.&
DRAYN BY:
o.A
DAIS:
06-02-05
REV lET1ETC
DRAWING nnL:
�� P.O. eox 366
wYE M$ OF .M MMM MANWACTUMS6
W. MXH uA70M AK PRo►oEo 1D
ROOF TO ROOF ATTACHMENT
SAFETY HARBOR. FLORIDA 34695
REOW 91 NEW yip VJR !E
DRAWING NUMOM
PHONE (727) 726-1138
mF caflo n Mo mmf FROM ns ow
AD-PR-7002
20
RAFTER TOP
END ZONE RAFTERZOVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
26' O.C. MAX. BETWEEN OUROOKERS
�_ ��:_ « o�
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OUXOOKER
W/MIN. 9- 7/16- X 2 1/2' X 16 GA.
STAPLES OR MIN. 6- .131' X 3' NAILS
(TYPICAL AT ALL CENTER BRACES)
MAXWn To K maw;
16' TYP. 16'
2 X 6 OUTLOOKER
26' O.G MAIL BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT
—2 X 4 NAILING BLOCK
(INSTALLED ON SIZE)
MIN. 3- .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND
MIN. 2- .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING -BLOCK
SEE CHART FOR FASTENING .
OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/IfIN 131' X Jr
NAILS OR MIN. 7/16- X 2 1/2
X 15 GA STAPLES 16' O.Q
MAXIMUM INTO TOP & BOTTOM
CHORDS ONLY.
\— 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY - NOTE:
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUTLOOKERS TO BE SECURED TO EACH
TRUSS OF THE DOW 1RUSSfS LOCATED
N THE ETDZONE PER FASTEM CHART:
SINGLE TRUSS ONLY
REO'O OUTSIDE OF
3 FT. AREA
EXM TRUSS WIT BE
PLACED ON EITHER SIDE
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. `
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002
TYP. OUTLOOKER FASTENING:
FASTENERS:
aimm.
PETETRATM
.131 PD NAIL
3
1 1/r
15 GAL STAPLE
5
1'
110 SCREW
1 I
1' (" L 1P)
OUTLOQOIt FAS1EfM MAY BE IMAM VANDZONE 111
FROM TOP CHORD DO M F PDMIM ALL EXPOSURES
5 MANTAO®. (110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALCS.
C(L(_ - lyb. o
ENGINEER APPROVAL I DPM APPROVAL•
A PROVED BY
JUN
�. noes,
jft INC.
En - 'RdLMANUFACTURED HOME
�"�Tk.erjY1g, jm CO STRUCTION AND SAFETY STANDARDS
DRAWN BY DATE REV. lET1ER
JACOBSEN HOMES TEE MANE Is AK R.R. 1-30-04
01MIN, PRO-MOr, NO OMMM DRAWING MAL _
m m
P.O. BOX 368 WASOF �MGME MAPROYMA END ZONE RAFTER OVERHANG ASSEMBLY
INc seal Y11WD�5 ME OED 10 iFE
SAFETY HARBOR, FLORIDA 34695 faMl F0t 90C PU6'OIf3 MID MAT IE DRAWIG NUMBER
PHONE (727) 726-1138 w1 CQr1tr<1rm w mm nw omm AD-PR-7003
21
ON SITE PITCHED ROOF DECKING INSTALLATION
16" MIN.
r TYP. ROOF FRAMING DECKING
/ 16" ON CENTER OFFSET
A If
C
TRIPLE WIDE CENTER SECTION PEAK\ -
SITE INSTALLED DECKING ON PITCHED
TRUSS SECTION It REMAINDER OF NO BLOCKING REQUIRED
BOTH OUTSIDE SECTIONS (1 FAT CONTINUOUS PANEL
�
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
.�.. octosv
'CAI'
REVISED D� �
APA RATED ROOF DECKING
(OR EQUAL)
e
k
9
WINDZONE III
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: .
DAM APPROVAL-
1. 1/4-. MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING AlPROVED BY
PERPENDICULAR AND PARALLEL TO TRUSSES.
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0
SPAN RATED) DECKING (EQUAL OR BETTER). JUN to
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE INC.SAME DECKING PATTERN. N
FED AL MA7AND
D HOME
CON TRUCTITYSTANDARDS
NOTICE: DRAWN BY. DATE:REV. LETTER.
JACOBSEN HOMES >� SPEOr1CATION5 AM DRAMICS ARE R.R. -04
ORIGNAl. �r TART. AM �U"� DRAWING TITLE:
P.O. BOX -w MAMMALS 0 NA JACOBSEN FAC1<IRNG
r INC. Soa MAMMAS ARE FROMM 10 WE � �TCFIED ROOF DEgCING INST.
SAFETY HARBOR. FLORIDA 34695 IEEONOirI FOR scan6I NEt Rorm Ab n
PHONE (727) 726-1138 IVI Cowso"m Are Starr rRm owm AD—PR-7004
22
NOTES:
SITE INSTALLED PITCHED ROOF, VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FIAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J /
CEILING PANEL
fr..-cvoL
EE s AW
V
�
MARRIAGE WALLS '
F �fA-l' CENTER SECTION
SITE INSTALLED CENTER
SECTION OF ROOF
1MNDZONE IR
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
DAM APPROVAL:
PROVED BY
au�20
IHINC.
MANUFACTURED HOME
mION AND SAFETY STANDARDS
NOTICE DRAWN BY: I DAIS: REV. LETIM
JACOBSEN HOMES 7MMsvET>MT06"MA.+aAE R.R. 01-22-04
ael UL PRWKTA". AM O11iMUft DRAWNC TIME _
P.O. BOX 368 MAMIMS Or JACO l MAKFACTLOW SITE INSTALLED PITCHED ROOF VENTS
W— WW MM114S ARE PRMV To TIE
SAFETY HARBOR. FLORIDA 34695 KMW fdt 9MC PWPM AID Mb1 K DRAWWIG M AXk
PHONE (727) 726-1138 IEPT m m va AID smy TRw oT+m • AD -PR- 7005
23
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PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT/ SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING
FACTORY INSTALLED CENTER
SECTION OF ROOF
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
EXTEND PIPE 3' ABOVE SHEATHING
PLUMBING VENT (FACTORY INSTALLED)
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3' ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4- 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
\-SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH
APPROVED CLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
ITE INSTALLED) r(S-"s-
)
COUPLER
p (SITE INSTALLED)
VENT PIPE
D-,e(FACTORY INSTALLED)
DETAIL 'B'
DAPIA
AP40VED BY
. JU14
INC.
RFEDERALNUFACTURED HDIVIE
ON AND SAFETY STANDARDS
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SKOFIrAWNS " MAMIGS AK R.R. I 01-23-04
ORKPIAL wlDva[101 AND CD MnAL DRAWING BILE: _
P.O. BOX 368 Nt 9" AT jKC0FUS AK
aAHIIr 10 THE PITCHED ROOF EXTENDED VENTS
Nc 9X]I rI►malts ARE PRovoE� ro THE
SAFETY HARBOR. FLORIDA 34695 REM NI MR 9 E0:1C NTiPM NO NMI K DRAWING MJ ak
PHONE (727) 726-1138 KEPT COWMIMI AND 5=1 FROM OTHERS AD-PR-7007
25
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 151 FELT WIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN. 6'. WIDTH OF ROOF CEMENT.
151 FELT 70 HAVE A 6' MIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I
l
- r 1 r 1-r-1 r -1 ' 1 1 FIELD INSTALLED ROOF 9 0THNG (TV.)
�
I
6" WIDTH OF ROOF CEMENT WHEN A
OPTIONAL 151 FELT IS INSTALLED.
I
r -1
r1 r1
'1 OPTIONAL LATER OF 151 FELT
0
r-1
N
� � >_
lD
CLO
L
WJOF SHEATHING (TYP.)
ur SHINGLES TO BE FIELD INSTALLED AFTER
1HE UNDERLAYMENT HAS BEEN INSTALLED.
L THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2' 1/2"
TO
1/2' 3' 3' 1/2'
70 TO
1 1/2' A. m 1 1/2
FASTENING DETAIL
NOTES:
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.)
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
WINDZONE DI
(110 MPH)
ALL EXPOSURES
AP ROVED BY
�UN� a �04
ING.
i FEIDE L MANUFACTURED HOME
CONST UCT ION AND SAFELY STANDARDS
JACOBSEN HOMES NOTICE
DRAWN BY: DATE REV. LETTER
>� s+>EaH,Gup,6 AM 11RAw►A;S AKM.T. 02-03-04
o1OMM. PRO KIAn. AM ao EW(IM DRAWING IFI E:
® 26
P.O. BOX 368 W- SLAIs a , MS AK
ROWDIDUAIQtA10 If SITE INSTALLED SHNGLE AND UNDERLAAYMENT —
11iC SIIOH 1uTEA1ALS AAE PNOVDED 10 11E
SAFETY HARBOR, FLORIDA 34695 RECFW r0l 9fOFlt H1FPati<s MD WIST M DRAWW NUMBER:
PHONE (813) 726-1138 IVT cammilk ao SFCKT Twos oum AD —PR— 7U08
26
ol
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN. 6" WDTH OF ROOF CEMENT
151 FELT ALSO CEMENTED VATH -A 6' WOTH AROUND
151 FELT TO HAVE A 6" MIN. OVERLAP ALL PENETRATIONS OF THE UNDERLAYMENT AM
I'
AND A MIN. 6* WOTH OF ROOF CEMENT PERIMETER OF ROOF.
CEMENT SEMIS.
THIS ALSO APPLIES TO tENDLAP ..
FaD INSTALLED ROOF SHEATHING (TYPI
r -i
6' VADTH OF ROOF CEMENT WEN
OPTIONAL 151 FELT IS INSTALLED-
OPTIONAL L11YfR OF 151 FELT
L
Ls
ONE-PIECE SHINGLE
UNDERLAYMENT
ROM SHEATHING (TyP-)
THIS Row OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED'
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
THE TOP OF THE SHINGLE TO THE EDGE
A MINIMUM OF 6' FROM INSTALLED DECKING FOR UNDERLAYMENT OVER
OF THE FACTORY
- LAP OF 6. MINIMUM-
1/2*
TO TO
3 31
VANDZONE III
FASTF�ING DETAIL
(110 MIPH)'
ALL EWOSURES .
ENGPW APPROVAL- OAPIA APPROVAL
NO APPROVED BY
1. CEMENTING OF OPTIONAL
15# FELT IS NOT REQUIRED IN ANY AREA Revised EXCEPT WERE NOTED- Oct 29,2007
2. FASTENING OF OPTIONAL 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED John ..'sn', INC
HOLD FELT.IN PLACE UNTIL SHINGLES ARE INSTALLED.) EDEM MANUFACrURED HOME
.ARE JUST TO InG. . AFETY I
ON INSTRUCTIONS K2 DOMIC0111g' NSTAljcnON AND q STANDARDS
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
DAIS RD. LETTER:
NOTICR O.A. 10-24-07
JACOBSEN HOMES Iftm S-drim.71016 " G llu: 7 omcom PR&m9my. MO cmFumm SHINGLE AND U A
11"FACUM SITE INSTALLED
WAManS OF J
wt so MAMW mg m Tw NUMBER:
P.O. BOX 368 FRIMR W W09 BE AD-PR-7008
SAFETY HAREM. FLOF40A 3495rbi onm
PHONE (3113) 726-1136
LZ
600L-Nd-GV
d]SMN ONMVH0
SU3f a rai IY= ae WaKUPm 1,CM
31191M OM Si90NW 31a40dS IAi 111 WWI
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30 d01 NO '300M Ol 03Mn33S '39NVI3
H311VN Hi WI '3w00 3enl mv105
3008 310NIHS 1V31dU .
NOUSTIVISNI SEMI H IOS Ido
UVA 3115VW ON1
-300M HIVA V38V 39NVI3 3H1 01 MNIHS 3H1
d00M Ol ONIHSVl3 0NIN31SV3
ONIMn:M A3ONV13 1NM LOOM ANV M3A03
Ol 03nddV 38 AV" 5310NH5 IVNOLLdO
MO! S3ldV1S d0 n311 NI O35n 39
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SIIVN 9N1300M wnwlNM X
9NIHSVl3 3008
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3H1 9NIddVlM3A0 S310NHS
TIv M30Nn 0NV SM3N31SV3
M313VM 0311V1SNI 01313 1V31dAl
M3A0 0311ddV MV1 ON30CM
1
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SM3N31SV3 11V
1V 39NV13.9NIlIVN
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NOIZVTIVJSNI ONIHSVIA 'IdOIdU
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
1. FRAME DE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
A VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOWNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMB114ED LOADING. WIN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ,NSTALL_E'D
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME IIE-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY '
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHAM BE PROTECTED WITH A MIN. OF 0.30 OL 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 I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN [-BEAM (AS SHOWN ON TIP. 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
NAIIONALLY 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 k@ TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
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
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WfBCH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING P.EQUiREMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES: ENGINEER`9QQN4fj�ll D �uJ,,UAMA AFFKUVAL.
)O•Q�
THESE NOTES
No qF cc,L ROVED BY /a,,,.,
TES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 ,Illt4 1 5
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' INC
AND EXPOSURE V. SEE APPROPRIATE TABLES � TAr
FOR SPECIFIC INFORMATION ON EACH. 6 A r�� -
O.•
NOTICE ��4j�TT TTIIIIi t itt� DATE: REV. LETTER:
C.L.Y. 5-19-95
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE
CRICINAI. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: n
P.O. BOX 368 UATERIALS OF JACOBSEN MANUFACTURING TD-GENERAL NOTES /A-i\
SAFETY HARBOR, FLORIDA 34695 WC. SUCH MATERIALS ARE PROW TO THE
REOPENT FOR SPECFIC PL 41MU AND YUST K DRAWING NUMBER
PHONE (813) 726-1138 INEPT COWIDENTLu NO SECRET FRw Dim AD-TD-0001
28
ON SITE PITCHED ROOF DECKING -INSTALLATION
TYP. ROOF FRAMING 16' MIN.
DECKING
16' ON CENTER OFFSET
TRIPLE WIDE CENTER SECTION PEAK
.
—�
SITE INSTALLED DECKING ON PIT108 NO BLOCKING REQUIRED
TRUSS SECTION & REMINDER Of
BOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL
$
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES.
SEE OTHER DETAILS TO SECURE
TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING, REQUIREMENT MANUF. INSTALLED DECKING TO HERE
bi
APA RATED ROOF DECKING
(OR EQUAL)
WIN020NE III
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L.
NOTES ENGNEER APPROVAL• DAM APPROVAL
1. 1/8' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO 6E 7/16" APA RATED ROOF (24/0 Revised
SPAN RATED) DECKING (EQUAL OR BETTER). .)OhTI t'r.'vJ;��:�. � - Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE }2F-19,:«oi1:"I'; ,tiff. A
SAME DECKING PATTERN. INC.V
- FEDEWLL YANUFA(.TURED HOME
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
N019CE: DRANN 8Y: DA1E: REV. Lan:
JAC0BSEN HOMES 1NESESrEofl MIS ANDMUM AM O.A. 10-24-07
CP40WL PRIEIARY. AND COaAnE ft ORAINNC nnF
YATEAIAES DF'ucaM YAAAFACRRIIG ON SITE PITCHED ROOF DECKING INST.
P.O. BOX ma xG SUGa WERIAlS AX PROW= 10 THE
SAFETY HAROCK FLORIDA U695 UEMt tat VWm NOIN5"OW eE WAVMG MMBfR
PHONE (727) 725-1138 WT corcom . as SIMI tract owm AD—PR-7004
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED .WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE..
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF` SLOPE FOR ROOF DECKING. DETAILS . -,
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 -SEE AD-PR-7008
SHIP THIS SEC. LOOSE
E
(SITE INSTALLED) . .
>-�------------- - - - - - -
FOR OVERHANGS
SEE AD-PR-7003.
L- FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED . �--- FOR ROOF VENTING BOTH FACTORY -
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON. SITE PITCHED ROOF RAFTERS
I III CENTER SECTION OF TRIPLE WIDE
TYPICAL TRIPLE WIDE HOME
REF. PG.IW-07-0011 WITH SITE INSTALLED PITCHED
FOR FASTENING CENTER SECTION RAFTERS
DAPIA APPROVAL:
NOTES:
APPROVED BY
Revised
IN occtl 25,2007
174I .
FEDERALMANUFACTUREO HOME
CONSTRICTION AND SAFETY STANDARDS
NOTICE DRAIN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE sKm,u>Iom me mTTWTs A O.A. 10-24-07
OMMAL, PROPKTARY, AND CONFIDENTIAL DRAWING TITLE: ❑
uATRALS OF Kam+ uANUFACn IM ' ON SITE PITCHED ROOF DETAILS u
n_ P.O. BOX 36B WC. M YATM LLS ARE PRO40 TO THE
III�IIII^III SAFETY HARBOR. FLORIDA 34695 RE"T FOR XORC Ty%pW Am WST BE DRAWING NUMBER:
PHONE (727) 726-1133 KEPT OORRpf1+n4L AND SECTST RIOT OTTERS AD -PR- 7001
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
�+1
MIN.
WIND ZONE II
WIND ZONE III
Y:N.OTY.
EA. END OF
ANCHOR
YIN.OTY
EA. END OF
ANCHOR
ANGLE
�J
S�
FLOOR
O�
WIDTH
EA. SECTION
YIN. IN. 9
EA. SECTION
YIN. B
20'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
�
254
2
50'
3
38,
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANDIOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
26-0'
12'
8'-0"
31501
40'-50'
6'-8'
3150#
40'-50'
24'-O'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
254
12'
8'-0' 1
31501
40'-50'
6'-8'
3150#
40'-50'
26'-8'
12'
8'_p•
315D#
40-50'
6'-8'
31504
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
LAND ZONE III
FLOOR
YIN. OTY.
EA. END OF
ANCHOR
AN
MIN. OTY.
EA. END OFANGLE,v
ANCHOR
1-
WIDTH
EA. SEC110N
MIN.. D
EA. SECTION
YIN..D
20'-0'
2
50'
2
68'
24'-0'
2
70'
3
50'
�4
j y
3
45'
3
60'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Ilt
SPACING
DBL HOD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12"
5-4'
31501
40'-45'
4'-0'
3150#
40'-50'
24'-0'
12'
5'-4'
3150#
40'-50'
4'-0'
3150#
40'-50'
25'-4'
12"
64
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5'4
31501
40'-50' L%1L
11,111,E '-0'
3150#
NOTES:
ENGINEER` O �i��i
� Q� G
• \ S T Eq . `f,''•�
DAPIA APPROVAL•
1. SEE AD—TD—D001 FOR ADDITIONAL REOUIREMENTS.
' v =_APPROVED
Q No. O'.
BY
2. SEE AD—TO-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOW-
ENE8
5
*A
�o�;•• xq OF
NINC,
E
JACOBSEN HOMES
NOTICE:
THESE SPECInunONS AND DRAWNGS ARE
WONAL, PROPRIETARY. AND CONFIDENTIAL
1CRITW1W.
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAYANG TITLE:
MATERIALS OF JACOBSEN YAPAJFACiIXtING
NORM. SPACING TABLES
1`
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
WC. SUOi MATERIALS ARE PRONDED TO THE
REDPENT FOR SKCFC RRFOSFS Arno W= BE
CONFMTVL AHD SECRET FROM OTN M
//
ORAWNG NUMBER
AD-TD-0010
PHONE (813) 726-1138
lut
29
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
NAX PER AD-TD-MIO TABLE PER AD-TD-0010 TABLE PER AD-M-0010 TABLE PER AD-TD-0010 TABLE FER AD-TD-DOIO TABLE MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE -DORM MMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE-DOW
NOTES: ENIIeEER
1. SEE AD—TD-0010 FOR SPACING TABLES
2. SEE AD—TD-0010 FOR QUANITY OF LONGITUDIAL TIE —DOWN STRAPS REQUIRED.
3. SEE OTTIER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREA1ENTS.
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/EXPOSURE 'C% 60'. MAXIMUM HEIGHT
ZONE 2/E:XPOSURE TT': 44' MAXMUM HEIGHT
ZONE 3/EXPOSURE V: 40' MAXMUM HEIGHT
ZONE 3/EXPOSURE V: 36' MAXIMUM HEIGHT
>;Qti N0. Fo a
ENE8703571 =.
S Tr
SEE NOTE 5 FOR
MXAAIM HEIGHT
REF. CALCS:
INC,
JACOBSEN HOMES No77C& °�a�u�a►'' DATE: REV. LETTER
THESE SPEanCATMS AND DRAINNtS ARE C.L.Y. 3-27-95
ORIGINAL. PROPRIETARY. AND CONFIDFHTIAL DRAWING TITLE:
P.O. BOX 368 MA70 LLS OF JACOUMN MANUFACTURING FIGURES 1.0 AND 1.1
WC. SOON MATERIALS ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 RCCPENT Fat SPECFX RIRPM AND MUST BE DRAWING NUMBER
PHONE (813) 726-1138 WT CptTMnk Alm SECRET TROY 07MM AD—TD-0011
30
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1 �'
LONGITUDINAL TIE -DOWN SPACING TABLE
V
0�
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
WIN. OTr.
EA. END IO
EA SECTION
ANCHOR
AN
YIN.. A
YIN. otr.
A EN
EA. IO
EA SECTION
MCHOR
ANGLE
YIN. B
12'-0
2
43*
2
55'
13'-4'
2
50
50,
2
68'
�1
1�
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
B'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
n
v
MIN.
WIND ZONE II
WIND ZONE III .
FLOOR
WIDTH
YIN. OTY.
EA. END OF
FA SECTION
ANCHOR
ANGLE
YIN. B
YIN oTY
EA END OF
EA. SECTION
ANCHOR
ANGLE
YIN. B
12'-0
2
64'
3
47'
12'-0*
3
37'
4
33'
13'-4'
3
42'
3
1 55'
4
30'
1 4
1 38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DB IL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0*
6'
5-4'
31501
40'-45'
4'-0'
3150#
40'-50'
13'-4"
6'
1 5'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
I. SEE AD-TD-D001 FOR ADDITIONAL REQUIRELENTS
2. SEE AD-TD-0013 FOR MA)IMU►J PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.ENE8703571
J. MAX EAVE OVERHANG REFERS 70 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
I -BEAU SPACING, 96• MA)IYU1J SIDEWALL HEIGHT AND 6• MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT)
ENGINE`R, �•'/�
��` O •'''1ST
•��G RFo FZ
No.
=
STA F S1l7fMl
� •� � �
�������; ' ��/� QN. .''�`J�'`�`�•
i��� S '' • •..... • (j `��
DANA APPROVALNOTES:
APPROVED BY
r
T 5
INC
WMJKTIf�N]E
cosutr.'rrN°s�RrraDbroO
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE: �brrT 11
THESE SPE:CIFICATMS AND DRAMNES ARE'
DtadNN. PKM7W AND CONFIDENTIAL
MATERIALS OF 1406SEN YAAIFACTURING
WC SUCH UATEMS ARE PROVIDED TO THE
RECPIEW FOR S?EUX PYPOSFS NO W 57 BE
OUT COWEbIM PO 1100 FROU OTIM
1111�� C.L.Y.
DATE:
5-30-95
REV. LETTER:
/
/H`
DRAWING TITLE:
NORM. SPACING TABLES
DRAWNG NUMBER:
AD-TD-0012
31
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FIGURE 2.0 FOR ALTERNATE T!E-DOWN MEMOD
ANGLE ANGiE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TIE-DORN MOD
SEE NOTE 5 FOR
MAXIMUM HEIGHT
NOTES: ENgNEE`R```(�jAROIyWf��I��/' DAPIA APPROVAL-
.
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES.��``, \",.`' •DOF'''�'�i
2 SEE AD-TD-0012 FOR OUANITY OF LONGIMDIAL TIE -DOWN STRAPS REWIRED. G�STEH • O� ����� APPROVED BY
3. SEE OTHER DETAILS FOR BLDCMNG (PIER) QUANTITY AND OTHER REQUIREMENTS. N0. O
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. — ENE870357 JAN 'i
-5. ZONE 2/EXPOSURE V: 30' MAXIMUM HEIGHT ir INC
ZONE 2/EXPOSURE V: 48' MAXIMUM HEIGHT AT^ OF :•� " FEDtKk MMWAMM HM
ZONE 3/EXPOSURE V: 28' MAXIMUM HEIGHT �O'., �� �� ma�wtirannms�tErcsaraln0
ZONE 3/EXPOSURE 'D': 60• MAXIMUM HEIGHT �4 �!� •.,' Y p I P► . �• \��.��
r1ozTctw'aifM� 1V..��Rr DaTE REV. LETTER:
JACOBSEN HOMES THESE SKanCATIONS AHD DRAW MII �►0a0 C.L.Y. 5-19-95
■ MATERIALS
A. PROPRIETARY, AND UFAC TL4LIMIG DRAWING TITLE:FIGURES 1.2 AND 1.3 A
P.O. BOX 368 MATERIALS OF JAC08SEN M,ANUFACTURINC
„❑ . WC. 9Ia1 MATERIALS ARE PROMM TO THE
SAFETY HARBOR, FLORIDA 34695 REOPENT Fat SUM Pi"M AND WbT BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT COIFMTM AID SFatET Ri011 ONERS AD-TD-0013
32
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
cunmkii, nr_nnwm cperimm
MAX nK AL -Wu ly �ro.t ....... ... ...... .....- . _. .- �- ---- ---
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
..tuunuf,..
NOTES:
WL,
��EAQ �j\S E/� �i
�: FQ ?
DAAA APPROVAL
AFr ROVED BY
1. SEE AD-TO-0010 FOR SPACING TABLES
REQUIRED.
4;`` No. =
ENc8703571 c
2 SEE AD-.TD_0DI0 FOR QuA►aT( OF LONG UDIAL TIE-DOYN STRAPS
_
g
3. SEE OTHER DETAILS FOR BLDCIONG (PIER) QUANTITY AND OTHER
REQUIREMENTS =_
!• -
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
INC.
�
caaTR,cranoswtnsaln�rm
A�1cN
JACOBSEN HOMES
NOTICE:
THESE=EaflanONS AND DRANMNGS ARE
ORIGINAL, PROPMETARY. AND CONFWTIAL
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
DRAWING TITLE
MATERIALS OF JACOBSEN MANUFACTURING
FIGURE 2.0
P.O. BOX 368
„ SAFETY HARBOR. FLORIDA 34695
w_ SUCH MATERIALS APE PW40 TO THE
REOMT FCR 9EGM P5KSES AID MUST DE
FROM DMn
DRAWING NUMBER: -
AO—TD-0014
PHONE (613) 726-1138
APT CW6DLT+nAL ADD MOO
33
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS
SIDE NEW OF MAIN FRAME
'r-DOWN STRAP I
SCE OTHER DETAILS
FOR TIE -DO M STRAP
SPECIFICATIONS,
APPROVED ANCHOR BcV = TO
MAIN I -BEAN (SEE OTHER DETAILS
SEE AD-Tit-0200 FOR FOR WELDNG) TO BE NSTALLEi
RADIUS CLIP DL7ALS AT THE FACTORY.
(REOUIRED INS LOCATION). (MIN. 31501 INCRAING [DESIGN] LOAD
AND 47251 ULTWA7E LOAD.)
o GROUND ANCHOR
° SEE OTHER DETAILS FOR SILL~
ANGLE AND OTHER INSTALLATION NOTES.
SOLID HEADER (CROSSMEMBER)
�.� SEE AD-T'D-0200 FOR
! RADIUS CUP DETAILS
(REQUIRED THIS LDCATION).
SIDE Y,EW
NOTES:
1. SEE AD-TD-0010 FOR SPACING TABLES.
2. SEE AD-M-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REOU:RED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUOTEAIENTS.
4. SEE AD-ID-0001 FOR ADDITIONAL REOUIREIAENTS.
FIG URE 2.1
3' X 3/4' (t 1/2)0
FRONT VIEW CUT INTO HEADER
FOR STRAP ATTACHMENT.
. MUST BE LOCATED
WWTHN 5' OF MAIN
(FACTORY CUT)
CHASSIS 1-BEAM.
SEE AD-TD--0200 FOR
RADIUS CLIP DETAILS
(REQCI RED THIS LOCATION).
5' uAx
TIE -DOWN STRAP
SE OTHER CSAJLS
FOR RE -DOWN STRAP
SPECIFICATIONS
GROUND ANCHOR'
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OVER INSTALLATION NC-S.
hUR APPROVAL::1- I-
Nca*. +,^ramA
It
��iAArum>InY�,\.
ANCHOR BRACKET AND TL-DOWN
DEVICES ARE CERTIFIED BY OTiOS
FIGURE 2.2
DARA APPROVAL:
None
JACOBSEN HOMES T� !PEUACA`DNS ANO CRAW)& ARE C.L.Y. fi-13-95
ORGMAL FRCPR,ETART. AN) CGrWTIAL DRAWING TITLE:
OWN BDX 368 NAr� OF JACOBSEN "A""rA001SH3 FIGURES 2.1 & 2.2
MG SUCH MAT'UMS A;[ PROYM TO BE
SAFETY HARBOR, FLORIDA 34695 RLa OT roR SPECK Pe Frogs AAo LUST !!E DRAWING NVUBER:
P.O.PHC.VE (813) 726-1138 W11 MODEM& ka SECRET rRoU onw AD-TD-0015
ii
LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAU
TYPICAL LONGITUDWAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES:..
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL STRAPS TO BE TYPE 1, FINISH 0, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
CATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURERS INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPNUVAL
ARPROVED BY
j1pi s, 5.20
INC.
MANUFACTURED HOME
CTION AND SAFETYSTANDARDS
NOTICE: DRAWN BY: DATE: REV. LETTER:' JACOBSEN HOMES THESE SPEOMATIONS AND DRAWINGS ARE M.T. 6-12-01
ORIGIM PROPRIETARY, MID CONFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING LONGITUDINAL STRAP ATTACHMENT
P.O. BOX 368 ` INC. SUCH MATERIALS ARE PROMDED TO THE
SAFM HARBOR. FLORIDA 34695 REaRENT Fm S wx PURFM AND MUST BE DRAWING NUMBER:
PHONE (727) 726-1138 REPT CONE oDMAAL AND SECRET TROY OTHERS AD-TD-OD16
35
ADDENDUM
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
FLOOR
WIDTH
MIN. ott.
EA. END OF
EA SECTION
ANCHOR
ANGLE
MIN. a
MIN. OTY.
EA. END
EA SECTION
ANCHOR
ANGLE
uDl e
10'-0'
2
44'
2
56'
•�;�
12'-0'
2
57'
3
42'
13'-4'
3
38'
3
50'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
SAVE
OVERHANG
SPACING
DSL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
1O'—O"
12"
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0"
12"
4'-0'
30001
40'-50'
4'-0'
3150#
40'-50'
13'-4"
12'
5-3'
31501
1 40'-50'
4'-0'
3D00 j
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
* S��
VV
�U
FLOOR
WIDTH
MIN. OTT.
EA. END OF
EA sEcnoN
EA..�•�O
ANCHOR
ANGLE
um. a
UK OTY.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
UK e
10'-0'
2
64'
3
46'
12'-0•
3
50'
3
68'
13'-4'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
D& o�
ANCHOR ANGLE
10'-0"
12'
4'-0'
3150#
40'-50'
2'-8•
3150#
40'-50'
12'-0"
12'
4'-0'
3100#
40'-50'
2'-8'
3150#
40'-50'
13'-4"
12"
4'-0'
3065,1
40'-50'
2'-8'
40'-50'
NOTES:
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTEND94G BEYOND THE ENDWALL OF'G15T+'A�
THE ADJACENT SECTIO14 MUST BE TIED DOWN AT ME MARRIAGE LINE IN ACCORDANCE
WITH THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
BE TIED DOVR4IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-D010). ;
2. SEE AD-M-000I FOR ADDITIONAL REQUIREMENTS.
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
ABOVE
EN°:�� ��"bA
�.' Q� ti• . C� '•
;• y.
-0' ;• _r
!. iC`''•. ^� Yam•'' �Z FED
. ?� l /tire. • �� ��
CO
�3r0�0g01
VA "t-D BY
REVISED
SEP 0 9 15
INC.
RAL MANUFACTURED HOME
STRUCTION AND SAFETY STANDA!
"ElElJACOBSEN
HOMES
BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE: �S ARE
IHESE sPEanunoNs AND DaAwJlcs ARE
ORICINAI. PROPP.IETARY, AND CON110EN11AL
INC. SJ i of JACoeSEN MANUFACTURING
INC. Ala MATERIALS ARE PRONDED TO THE
REoP�•r FCR SPErnC RAPOSF.S AID WST BE
WT COIdoEHnAL MO SECRET FRW 0MRS
i �L � :
R.R.
DATE
8-27-96
REV, LETTER:
DRAWING TITLE:P.O. OFFSET SPACING TABLES
DRAWING NUMBER:
AD—TO-0020
CIS
u
ADDENDUM
a
r
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
CNnvw TIF-nnm CPAL'INGS
till Fib
VIA
1, PIA
FIN
PER AD-RI-0020 TABLE MAIL . PER AD-TD-OD10 TABLE PER AD-TD-D010 TABLE
OFFSET SECTION OF UNIT
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN 01011
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
Mmll "I",
(TABLES ON AD-ID-OD20 DM APPLY
TO THIM STANDARD MULTI -WIDE SECTIONS
OF THE UNIT -SEE NOTE 1. AD-TO-0020.1
TIP. FLOOR SYSU-7
ANCHOR ANGLE
PER AD-10-0010 TABLE MAIL
TYR
ANCHOR ANGLE
ANGLE ANGLE
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOAN NE HDD p1 WHI VAIM, ALTERNATE TIE-DDVN METHOD
NOTES: F�a` O 0 O ��� DAPIA APPROVAL
• \ No. APPROVED BY
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �� ; '•G AF '••?/ '-
2. SEE AD-TD-0020 FOR QUANITY OF LONC1UDIAL TIE -DOWN STRAPS REWQ�IRED. - N No.
•:
(OFFSET SECTION ONLY)
ISEE OTHER DETAILS FOR BLOCKING (PIER) OUAN11TY AND 07HER-REQUIREMENTS. _7NI*P
L` 3
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. fo INC,
5. ZONE 2/EXPOSURE V.- W MAXIMUM HEIGHTZONE
'I •••: Y� \�•"• \` �� CR6ilpR,TlU1xm5�Ff7T
ZONE 3ZONE �OSURE OSUREV.- 32' MAXIMUM HEIGHT (44' 024' WIDE MIN.)
��El
JACOBSEN HOMES
NO=
THESE SPEQFlCARDNS AND DRAWINGS ARE
urtnnn or
C.L.Y.
unit
5-11-95
rccv. cciicn:
P.O. BOX 368
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL
MATERIALS MATERIALS OF JACOF15fN MANUFACTURING
-
ORABING TITLE
FIG. 3.0, 3.1 & 3.2
INC. SUCH MATERIALS ARE PROVIDED TO THE
�0��
SAFETY PHONE (813) FLORIDA
26 1138 95
C CAPSEPag5�OUM M
DRAWING NUMBER: AD-TD-0021
37
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtiUN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-GOA`J SPACINGS
r
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,,,,,,,11I1E1FFp
NOTES: `Er slik OV . F �i�� DAPIA APPROVAL:I. SEE AD—m-0020 FOR SPACL4� TABLES (OFFSET SECTION ONLY). `�OCr•`�G�STERFOF2•�, APPROVED BY
2 (OFFSETSECTIONSECTIONO LLD(»QUAN!TY OF LON01UDIA1 TIE—DOlttl STRAPS 1?EOIJIR£D. ? NE8703571
3. SEE OTHER DETAILS FOR BLOOCNC (PIER) QUANTITY AND OTHER REOUIRDAENTS.
4. SEE AD-1D—OD01 FOR ADDITIOGAL REQUIREMENTS Qj' II C
• � �. �/ � lE:FWI�ueJFCi1f1FD IR7E
��, �AN • � �` co��R,aaxosAFSTrsn�cw�
JACOBSEN HOMES
FE=tHESE
P.O. 90x 368
N017CE ""'
seEOF1CATIDHS AND DRAMHCS ARE
ORIpNN.. PROPRIEIM. AHD vwgI(>ENTIAL
MATERIALS OF MCOM YAHIFACTt"O
oRANN BY: ,
C.L1".
DATE:
5-11-95
REV. LETTER:
n
DRAWING TITLE:
FIG. 4.0
„ SAFETY H tR^c,R. FLORIDA 34695
DID. SU CH WATEIMS ARE V8mm TO THE
RECPQTT FOR TECFIO PIIS'On me wm OE
'Hl
DRAWING NUMBER
PHONE (813) 726-1138
12PT CDWMTK AND SEOV ERN OTIQ6
AD-TD-0022
38
ADDENDUM vUg�
ALTERNATEI TIE -DOWN SPACING TABLES �
II &III/EXP. C & D
/
LONGITUDINAL TIE -DOWN SPACING TABLE
E+1
MIN.
NAND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
MIN OTY.
ANCHOR
r �J
FLOOR
EA. END ON
N
EA. END OF
NGTE
WIDTH
EA SECTION
MIN.. A
EA SECTION
MIN. B
O�
20'-0'
2
46 '
2
45'
24' -0'
2
46'
2
60'
25'-4'
2
50,
2
67'
30,
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL 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'-O'
3700#
20'
4'-0'
3950#
20'
25'4
12'
6'-8'
4DO01
15'
4'-0'
39501
22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
1 3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
vFLOOR
MIN.OTY.
EA. END O
ANCHOR
MIN.OTY.
EA. END
ANCHOR
ANGLE
W1DTH
EA SECTIONN
IN.
Y01. 0
ON
EA SECTION
YIN. 0
O�
20'-0'
2
50'
N/A
N/A
24'-0-
2
70'
N/A
N/A
�j
25'-4'
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPADNG
m HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHORANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-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' 1
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0' 1
4000
21 , ,,,,,
, N/A
N/A
N/A
NOTES:
EN(;NgfI XRMUDQ8
DAPIA APPROVAL-
' 9F0
- - .
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
.-I/
LG� ^O
2 SEE AD FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
Q,
:• EI�E8?03571 ':
;-' ; --•:?
ABOVE.
• �•
3. 20 WIDES -82' MAXIMUM I -BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
'•���`�• • /Ni�4�� ,��:�
_., •_, •,,.I �...:.. —,
JACOBSEN HOMES
NOTICE '11IIT 14RAW
THESE SPEOKATIONS AND DRAW-M ARE
C.L.Y.
DATE
6-13-95
REV. LETTER:
TITLE
ALT. SPACING TABLES
OR10NAL PROPRIETARY. AND CONTID01➢AL DRAWING
MATERIALS OF JACOBS£N MANUFAC11JM
P.O. eox 36a
SAFETY HARBOR, FLORIDA 34695
INC. 9U01 MATERIALS ARE PROVIDED 70 THE
RECANT FOR SPECi1C Pl1RPW"Z51 K DRAWING
NUMBER:
AD- TD-0030
PHONE (813) 726-1138
WT COFWnAL Arm SECRET rROM OTHERS
39
VISO
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
SEE NOTE 4 FOR
MA)NUN HEIGHT
4' Max NSEr FIGURE 5.0
SRE FIGURE 1.1 FOR RECOM ODED TIE-DO11 METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR TTTH A DESIGN IDAD (WORKING IDAD) RATING OF
4,000 POUNDS AND AN ULTBLATE LOAD RATING OF 6,0D0 POUNDS MUST BE USED. AN EQUIVII.ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL HIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER. BY
1. SEE AD-TD-0001 FOR ADDITIONAL PEOUIREMENTS.
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REQUIREMENTS
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-TD-0030).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DOVMS
4. ZONE 2/EXPOSURE 'C% 31: MAX ..UM HEIGHT
MAXIMIJu
ENCtNTM APPROVAL�T •� ' •;%
� �N
DAPIA APPROVAL'
2/EXPOSURE'D': 27' HEIGHT
'C':
�� p �1STFy' �'�� rrrr
_
ZONE 3/EXPOSURE 30' MAXDWu HEIGHT
'D':
.•
, ' Fiy
ZONE 3/EXPOSURE THIS APP'JCA71ON IS NOT APPLICABLE.
Q�' CIO.
_t4ES?O1riT
_
T�/J�T
JACOBSEN HOMES
NOTICE "`
THESE SPEanCATIDNSANDDRAVINfSARE
:DRAWN BY:
C.L.Y. 1
DATE
6-13-95
REV. LETTER:
OMONAL. PROPRIETARY. AND CONMENTUL
uATETMAIS OF JACOBSEN NANUFACIMNG
DRAWING TITLE'
FIG. 5.0
„❑
P.O. BOX 368
MC. SUCH NATEM" ARE PRONDED TO THE
SAFETY
PHONEHARBOR. FLORIDA
726 1138 95
npT O wnk me SECIV � r m
DRAWING NUMBER'
AD-TD-0031
40
�E
ADDENDUM
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES & 6 1
6
QQQ ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
I IND ZONE II
WIND ZONE III
WIN- OTY.
ANCHOR
MIN. OTY.
ANCHOR
FLOOR
'MDTH
EA END OF
N
EA ENDANGLE
lV
�Q O�
EA SECTION
MIN. IN. A
EA SECTIOC N
MIN. 6
20'-0"
N/A
N/A
N/A
N/A
24'-0"
2
42'
2
53'
25'-4'
2
45'
2
58'
26'-8'
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DELHEAD
LOAD
ANCHOR ANGLE
SPACING
HEADE
LOAD
ANCHOR ANGLEWIDTH
FLOOR
SAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40DOj
20'-30'
4'-0'
4000$
20`-30' .
25'-4'
12'
4'-0'1
40DO j
20'-30'
4'-0'
40001
20'-30'
26'-8"
12'
4'-0'
40001
20'-30'
.4'-0'
4000#
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
FLOOR
` S Q
MOTH
EA END OF
ANGLE
EA. END O
0�
EA SECTION
MIN. a
EA. SECTIONSECTIONN
IN.
MIN. e
20'-0'
N/A
N/A
N/A
N/A
24'-0"
2
60'
3
45'
25'-4'
2
66'
3
1 48'
26'-8'
3
41
3
- 52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
Low
ANCHOR ANGLE
SPACING
DEL �
ANCHOR ANGLE
FLOOR
WIDTH
SAVE
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'
254
12'
4'-0'
40001
257-30'
S-2'
40001
15t-30'
26'-8'
12'
4'-0'
40001
25'-30'
S-2'
4000#
25'-30'
NOTES:ENGINEER
I_`fi1oullfIrT'A,
DAPIA APPROVAL
C"DO co
BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
����APPROVED
13�: �S; ERF ' F�
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
WNTH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SEC11ON(S) ARE TO
:
No.O '
JUN 1 4 ??�
BE TIED DOWN IN ACCORDANCE WITH 1HE ALT. SPACING TABLES (AD-TD-0030).
E re, "5 7 1-
NAINC
2 SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
ST�'T ' .` =
rtL, .... :+uFFD wrF
3. SE-M-0033 FOR MAXIMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED
:�''Q� •, �jy`
F�jy.�.c\�4.``
JACOBSEN HOMES
NOTICE ��i� i=
THESE S°EanCAnm AND DRAMNGS%':
.O
• �+++``' C.L.Y.
DATE:
5-30-95
REV. LETTER:
ORAWING nTLE:
ALT. SPACING TABLES
HE P.O. BOX 368
OFOGNAL, PROPRIETARY, AND CDNiIDENTul
MATERIALS OF JAC'0MN MANUFACTURING
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REOW FOR M aRnP ZRIN"MMO THE
BE
JVT CDIEWTIAL AND SEOIET FROM 0M
DRAWING NUMBER:
AD-TD-0032
41
r
�oE
0-0, 1H NO lV0105. 1 ADDENDUM
5'
1- `o O
� �E °��c R ,ALTERNATE
TIE —DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
ANOE MOLE
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
ROM HEIGHT
(TABES ON AD-TD-OOS2 DDM APPLY
TO THESE STMOARD Ylllll-Ml SECIM
OF THE UNIT -SEE MOTE 1. AD-TD-M32.]
TIP. FLOOR S131LL�
/NNOHOR MCLE
TYR
FIGURE 6.1
SEE FIGURE 32 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TIE-DOIN CONFIGURATION A STILE CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR WITH A DESIGN IDAD (WORKING LOAD) RATING OF
4,000 POUNDS AND AN ULTBIATE IDAD RATING OF 6,ODO POUNDS MUST BE USED, AN EQUIVIIANT ANCHOR IffMNG THE ABOVE SPECIFICA71ONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE EREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REWIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FHAIRE 6.1 SEE NORMAL TlE-DOWN SPACING TABLES (AD-TD-0010).
(ALSO SEE AD-m-0020 AND AD-M-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2"OSURE 'D% 24' MAXIMUM HEIGHT
ZONE 3/ XPOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WNO ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLNG THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD'I-BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE 07HER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
ENGINEER �WAC "" 'II/I, �
NN C' DOF
`�Q?�G\STEq" �Cc2
No. o
r E87035ZL
PPROVED BY
NIPINC5
JACOBSEN HOMES THESE sPEon nOQNs AND DRAwNGs ' "���`` C.L.Y. DAT>= 5-30-95 � 'PER:
. ONGINAL, PROPRIETART AND CCWDDITUL DRAWING TI1lE
MATERIALS CF .IACOBSFN YAMIFACMNG
P.O. BOX 368 DC SUCH MATERINs ,RE PROMED Tu THE FIG. 6.0 & 6.1
SAFETY HARBOR FLORIDA 34695 REOW FCR SPECrIC FIFt M NO Y151 K DRAWING NUMBER
PHONE (813) 726-1138 KEPT CONITXNRAL AID SECRET 1RW OOWNS AD-TD-0033
42
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
MIN. OTY.
ANCHOR
�J
FLOOR
WIDTH
EA END
N
EA END O
ANGLE
EA SECTION
MIN. a
EA sEcrlcN
MIN. e
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6"
4'4
37501
20'
4'4
3900#
22'
IS-4'
6"
54
38501
25'
5'-4"
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
MIN. OTT.
ANCHOR
FLOOR
WIDTH
EA ON
ANGLE
EA END OF
ANGLE
O
EA SECTION
MIN. A
EA SECTION
Mw B
12'-0'
2
64'
3
41'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHORANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6-
4'-0-
39501
25'
2'-8'
3930#
20'
13'-4"
6"
4'-0'
39601
25'
2'-8"
4000#
30'
THIS ALTERNATE APPLICATION REQUIRES,,4,,,QOO POUND ANCHORS
NOTES
ENpr`E`�(t�_`R�J .O� ii
�i
DAPIA APPROVAL
1. SEE AD-TD-ODOI FOR ADDITIONAL REOUIREMENTS
O?���STEg` F'L -,;
O .•'
APPROVED BY
2. SEE AD-TD-0036 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE
NO
_ • ENE$703571 —
�. —
1 5
7NIftA
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR..
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144" FLOOR WDTHS WITH 95 1/2'ION
I
z!
�Q�'•. / �'
�'� '• �•',
I \J
-BEAM SPACING, 96• MAXIMUM SIDEWALL HEIGHT AND 6" MAXMUM SIDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF LRTITJ
JACOBSEN HOMES
N097CE2 "llim
TNEsE sKO11CATWNS AND DRANINCS ARE
1Y1tMt
C.L.Y.
DATE
5-30-95
REV. LETTER:
DRAWING TITLE:
ALT. SPACING TABLES
■
„
P.O. BOX 368
0MONAL. PROPRIETARY. AND CQtlMTIA
MATERIALS OF JACOBSEN MMUFACTUPoNO
PRONGED TO THE
n
SAFETY HARBOR, fLORIDA 34695
PHONE (813) 726-1138
WG SUCH MATERIALS ARE
REOMT FOR SPECFX RF3 M AND 107 BE
IVT CON WTUL AND SEM rRW OTHM
/HV
DRAWING NUMBER
AD—TD-0040
43
owl",�000�
RvQl� ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
ANGLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAIWUM HEID17
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING DO M-DON CORFIGIJUTIOR A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR TIM A DESIGN WAD (TORKING LOAD) RATING OF
4,0DO POUNDS AND AN ULTIMATE WAD RATING OF SADO POUNDS MUST BE USED. AN EQUIVLANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
I. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTi ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD'I-BEAM THE MAX.
2. SEE 01HER DETAILS FOR BLOCIONG (PIER) OUANIITY AND OTHER REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-1D-OD35). RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
4. ZONE 2/EXPOSURE V: 38" MAXIMUM HEIGHT ZZONE ONE 3/EXPOSURE C: 28' MAXD/UM HEIGHT T ENGI D�F ' DAPoA APPROVAL
/°X .��0 N '�srE' �F' APPROVED BY
ZONE 3/EXPOSURE 'D': 28- MAXN IUM HEIGHTIN
) ; •'tpG 9F •. 2 .�
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES . NEEI � •.
OF IN •- = INC
.O'' •� 4 co.�.+.:�i,.,wwmsTw®vao
JACOBSEN HOMES MDDRAUMMAREE "'���� C.L.Y. DATA 5-30-95 REv LETTER:
ORIDINAL• PROPMEYARY. AND CWnDOdIK DRAWWG TITLE: ^
„ P.O. BOX 368 MATERIALS OF JACDBSrJ1 MANUFACMUG FIG. 7.0
W_ S101 MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 KWW FOIt SWM PUl W Am um K ORAWWG NUMBER
PHONE (813) 726-1138 07 O NWIUL AW IOU FRW OKIM AD-TD-0041
44
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
FRAME TIE -DOWN STRAP SHALL
SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL V
DETAIL 'A'
IUCKLE WITH 3150#
Y MINIMUM (DESIGN LOAD)
DETAIL V
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
L/PIROTECT
R DEVICE TO
STRAP .AT ALL
CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
T gjgRN,PT,i LONGITUDINAL TIE CONNECTIONS ALSO.
V. STIJ�
NOTES: `t l ..�a�RF : < '%� DAPIA APPROVAL•
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT, = 910334 y}
- APPROVED EY
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET o00 •:
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 'O '• STATE OF .:
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�O•'•.,/ P '�J�'.`
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
FERAL MMUFACTURED HOh1E
CONSTRUCTIONMD
ME D AND �E F1ED OTHERS NOV 2 4 1998
JACOBSEN HOMES
NOTICE '
THESE SPECIFICATIONS AND DRAIRNCS ARE
M ESF"DRAANc
TRIALS OF JAAL cBEN wu�ACTUN
DRATYN BY:
M.T.
DATE
11-18-98
��. ���:
B
MILE'
MISC. TIE —DOWN
\�
P.O. BOX 368
INC. SUCH YATEM S ARE PROVDED TO THE
DRABINC NUMBER:
SAFETY HARBOR, 'FLORIDA 34695
KOMT FOR SPECFIC PURPOSES ARD YUST BE
PHONE (813) 726-1138
KEPT R:aanE WI MD SECKI M O➢ERS
AD-TD-0050
45
r ADDENDUM
�g�s
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
l�yo v
FLOOR
WIDTH
NN. CITY.
EA END OF
EA SECTION
ANCHOR
ANGLE
MIN. a
VIN. CITY.
EA SEC OF
ESL sEnorH
ANCHOR
ANGLE
uul e
36-8'
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZO'4E II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DSL. HEAD
LOAD
ANXR ANGLE
SPACING
D LOAD HEAD
ANCHOR ANGLE
30,-8'
6'
6'-9'
3150#
41-46
5-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
t` U
^oa
FLOOR
WIDTH
UK QTY.
EA. END OF
EA sEcnoN
ANCHOR
ANGLE
MIN. a
YIN. QTL
EA. DO OF
ESL sEcnav
ANCHOR
ANGLE
uIN. e
364
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HEADHEAD
LOAD
ANCHOR ANGLE
SPACING
D LOAD
ANCHOR ANGLE
30'-8'
6'
4'-6'
3150146-50
4'-0'
31501
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALM G �� - �4. �1- %i•
,,\111111T1T11J,,,
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
ElItT AWA0,
G\ NO R�t`O ` i�
910334
moo
DAPIA APPROVAL, `,,
APPROVED BY
�T.4pTE OF
'
c�
INC.
■
„
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTIC
TIHEsE SKanCAIIONS AND WA11NCS ARE
ORIGINAL PROPRIETARY. AHD CQilpEN11AL
NMER1ALS OF JAt0Dgr1 YAHUFACTLn C
HNC SUCH YATEMALS ARE PROVIDED 10 THE
RCMENT FOR SPECFE RUMS No wm 5L
nPI C*ff 0D IA AHD SEan rROM ODM
AWN BY:
M.T.
DATE:
2-8-99
REV. LETTER:
DRAN7NC TITLE:
NORM. SPACING TABLES
CRANING NUMBER
AD-TD-0070
46
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
■µ MA n W-wJv JFZU ►u w-w-wiv inxt nx AUiu-WIU IF&t nx ALP-W-MV IM11 nX AU-IU-WO THE MAX
FIGURE 10.0
SEE FIGURE 2.0 FOR ALTERNATE M—DOWN IMOD
TYPICAL CROSS SECTION
SHOVING TIEDOWNS FLOW7
/ .—CMOs
s SEE NOTE 5 FOR
uAXo>ruT INDGTIT
N
IY.1I1{A AIKTE ANm ANGiE
SE[ AN= WAD WINNONE III
o (,mil FIGURE 10.1 (110 MPH)
SEE FIGURE 50 FOR ALTERNATE TIE -DOWN METHOD 20 PSF ROOF
10 PSF D.L
REF. CALCS c w4
NOTES: tJTQa+ElQ1rPJi9YACE••., DAPIA APPROVAL.
1. SEE AD-TD-0070 FOR SPACING TABLES. Q NO. �� •'•, '%
2. SEE AD-TD-0070 FOR OUANITY OF LONGITUDIAL TIE -DORM STRAPS REOUIRED. 910334 = APPROVED BY
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUREMQITS ON
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUfREMENTS. ;.•o •. STATE OF : •�
5. ZONE 2/EXPOSURE V. 56' MAXIMUM HEIGHT t'pti•'••,/ P •C��C INC.
ZONE 2/EXPOSIK V- 40' MAXIMUM HEIGHT ����, ••ry�l� �•(�� `` "%,�u,�,y o
ZONE 3/EXI'OSURE V: 56' MAXIMUM HEIGHT. �4 F s[. • • • . ` ` t� caumuaia+uos nsramwos
ZONE SAVOSURE V.- 40' MAXIMUM HEIGHT i�
AM DR
JACOBSEN HOMES NXNS AM TN°TTORA DATE REV LETTER: .
71FESE SPECi7CATA NfS ARE M.T. 3-1-99
ORMAE. PROPWARY. AND CONFDEN7UL DRAWING ITM- FIGURES 10.0 AND 10.1
HomimpHP.O. BOX 366 MATMALS OF JACOBSEN MANUFACiu =
INC. SUCH MATUMS ARE MWED TO 71E
SAFETY HARBOR, FLORIDA 34695 PEOPIM FUR SPECFlC PURPOSES AND MUST BE DRAWING NUMBER:
PHONE (727) 726-1138 Tarr CONF7oOM AND SWET FROM o7NEIM AD—TD-0071
47
ADDENDUM
NORMAL TIE —DOWN S PACING TABLES
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN,
WIND ZONE U
WIND ZONE III
to v
FLOOR
WIDTH
MR OTY.
EIL END OF
Ek SECTION
ANCHOR
ANGLE
UK
W DTI
EA. END OF
ESL SECTIONwN. oN
ANCHOR
ANGLE
a e
154
3
45
3
35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
%lDTH
EAVE
OVERHANG
SPACING
L' D
LOAD
ANCHOR ME
SPACING
ffA
D�" LOAD AD
ANCHOR ANGLE
154
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
C�
^ O
FLOOR
WIDTH
UIN. CITY.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
MIN. B
UK OtY.
EA DO OF
EA. SECTION
ANCHOR
ANGLE
LON. 9
15'-4'
3
30
4
35
a
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND Z(XJE U
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DSL H AD
LOAD
ANCHOR AN
SPACING
D HEAD
LOAD
LOAD
ANCHOR ANGLE
AN
15'-4'
6' EACH SIDE
4'-6'
3150j
42-50
4'-0'
3150#
44-50
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. C w d _ • GI - 172
TTTuurlr
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.•O!!
2. SEE AD-TD-0073 FOR MAXILVUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
ENo`r, Q ov �F
.' fV ••'• ''�.
Q S
910334ON
'. • �
-o •. STATE OP cc,
��'•. P • 4
'��� • , ���
, S • '
DAPIA APPROVAL,Mm 0.
APPROVED BY
^ f
rf! NC.
iarlmaAwtTitwanot
Muni
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI • rrrl
THESE SPEWCATIONS AND DRAx41CS ARE
DRIONAL PRDPPoETARY, AND COI3IDENDAL
ISLIDS A RIALSJACOARE NANUFAGTLIRINc
INC. SUCN MATERIALS ARE FRONDED TO THE
REC51EW FOR SPECtIC PURPOSES AND UUSF BE
AFPT CCNnDEHnAL AND SE00 FROU OHM
I! BY:
M.T.
DATE:
2-8-99
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
DRAMNG NUMBER:
AD-TD-0072
48
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAIL PER AD-TO-0012 TABLE PER AD-TD-0012 TAaE PER 0-TD-0012 TABLE PER AD-TD-0012 TABLE - PER AD-ID-OD12 TA<iE YAK
TYPICAL CROSS SECTION
SHOWING JIEDOWNS
FIGURE 10.2
SEE FIGURE Z.0 FOR ALTERNATE T[E-DOVN YE(FfOD
1s SEE ROTE 5 FOR
MA)UNY HMT
N
CLE
IT IN SIX FIGURE 10.3
SET ANCHOHOME ) R HEAD WINDZUNE III
OF ( 110 MPH
SEE FIGURE TO FOR ALTERNATE TIE -DOWN MEE80D 20 PSF ROOF
10 PSF D.L.
REF. CALLS _ Gf 2, G'I 2 • ib
. a�77tunrrrra,�,
NOT ES• ENK� 7apP ..,.. �. �iDAM APPROVA'
i
1. SEE AD-10-0072 FOR SPACING TABLES AND NOTES. ` �G\No qF� 1. �: APPROVED BY
2. SEE AD-TD-0072 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REOUM. 910334
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS T-N
4. SEE FULL ADDENDUM FOR ADDITIONAL REQLAREMENTS.
CF :4c
5. ZONE 2/ MAE 'C: 56" MAXIMUM HEIGHT
-Q� S17ATEINC.
ZONE 2/E�OSURE V. 56- MA)OMUM HEIGHT ��p�... / P' � ' FEGFIMLYNIIRCIU®NOIE I�V.
ZONE 3/E70'OSURE 'C: 56' MIWMUM HEIGHT
ZONE 3/0FOSURE 'D': 56- MAXIMUM HEIGHT • �f' �� i �
JACOBSEN HOMES THESE SPECF1cATIM D DRa ARE WO"Y. M.T. DATE 3-1-99 REV. LETTER
ORIMIAt. PROPRIETARY. AND MF10ErrIIAL DRAWING TITLE:
'-m P.O. BOX
368 MAIERIALS OF WMBSEN MANOFACMING FIGURES 10.2 AND .10.3
kJC: RICH MATERIALS ARE PROVIDED TO 7HE
SAFETY HARBOR, FLORIDA 34695 RECFtEIIT FOR SPEM MWOM AID MUST BE DRAB NUMBER
PHONE (727) 726-1138 IV7 CON OMM MO SEOM R7M OMM AD—TD-0073
49
ADDENDUM
�g�s
OFFSET TABLES
ZONIT E II & III/EXP.PCCING & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE M
19N un
ACHOR
�1
FLOOR
WIDTH
t OY.
EA END OF
MOLE
ANGLE
� END OF
NGLE
ANGLE
EA SECTION
WL 0
EA SECTION
LOLL 0
12'-0'
3
47'
3
61'
13'-4'
2
54'
3
41'
154
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE III
SPAM
DBI- WA
Low
MOO ANGLE
SPACING
OBLWA
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'
5'-0'
31501
40'
C-0'
3150/
39'
13'4
12'
5'-0'
31501
41'
4'-0'
30001
40'
154'
12'
5'-0'
31501
43'
4'-0'
30001
42'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE 01
MN. QTY.
ANCHOR
MAR. QTY.
ANCHOR
FLOOR
Y
WIDTH
EA END OF
ANGLE
EA END OF
ANGLE
EA SECTION
MIN. 0
EA SECTION
MIK 0
12'-0'
4
45'
4
60'
13'-4'
3
45'
3
1 60'
15'-4'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
VM ZONE I
WIND ZONE 01
SPAM
�
MON ANGLE
SPAM
�
ANCIN ANGLE
Y FLOOR
EAVE
OVERHANG
12'-0'
12'
4'-0'
31501
40'
3'-0'
30001
38'
13'-4'
12'
4'-0'
30651
41'
3'-0'
30001
39'
15-4'
12'
4'-0'
30651
43'
3'-0'
30001
41-
NOTES: I-6 l - C4 LZ5, C- SL - /16 O1- l6 • 12-
F�
ENGINEER A PPjtQlI § 81 •t.', REF. CALCs G1-- 0 - I
Q r 7
�.. �'FO r''e•
1. OFFSET SECTION PATH THE MARRIAGE U K WALL EXTENDING BEYOND THE ENDWALL OF
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
��• •
•'•q�, R� D BY
N'W!
♦��, �fi1i
OY
R':
WITH THE TABLES ABO%E. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
,
BE TO DOWN IN ACCORDANCE 1NTH THE NORMAL SPACING TABLES (SEE AD-70-0010
. JUN 1
FOR 12'-0• & IS-4' WOES, AND AD-M-0070 FOR W-4' NDES).
2 AD-1D-0001 FOR REQUIREMENTS.
SEE ADDITIONAL
INC.
3. SEE AD-To-0081 FOR MA)dMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
ABOVE.••........•EDERALMANUFACTU
•• ' �J •
RED HDNIE
JACOBSEN HOMES
�NOn'�'
D*m sPEcr amm m DRA
utioi4�'`` 1.T. DATE' 6-8-04
' taTLR
DRAWING TITLE.
. OFFSET SPACING TABLES
A P.O. Box 36e
.
PRWWAY, AM
111ERM OF
W.20 MATQI" AI E w
DRAWING NIBIBEf�
AD-TD-0080
SAFETY HONE (OR,)FLORID;38 95
Wn f�1CM
SNUMM
50
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING IE-DOWN SPACINGS
FIGURE 11.0
SE MORE 4.0 Nit ALT>;RNATB TIC —DOWN Y6ffHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAI m mw
(TARES al AD-m-m DUE APPLY
M TIM STAIOARD RILTI-WE SEC➢OHS
W 1FE UFIT -SEE WIE 1. AD-M-M)
TV FLOOR STSIEII--7
ID t— A A —! I— Him MQE
�6��4 c� t6G �� FIGURE 11.1 �-
u
SBE FtSm &0 FOR AL'tBM= TI —DOWN sm
NOTES:
1. SEE AD-TD-M FOR SPACING TABLES (OFFSET SECT N ONLYQ
2. SEE AD-TD-OOBO FOR QUANNTY OF LONGITUD1AL TIE -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OM DETAILS FOR BLO0 NHG (PER) OUANDTY AND OM REQUIREMENTS.
4. SEE AD-TO-0001 FOR ADDITIONAL REQUN WENTS.
5. ZONE- 2Jrf0m1AE V: 48• MAlIM1UM HEIGHT
TIP.
ANaIaR Al1OE-1 R
FIGURE 11.2
fj FOR 1IMMTB TIC —DOWN MCIHOD
1; DAPIA APPROVAL
:�� `;` •-afiFi�••.'�t�` 'dam PPROVED BY
M
ZONE 2AIPOM V: 40' MAXNUM HEIGHT-36• FOR 12'-D• WIDE UNITS '.� (� �••..h
ZONE 3/EIlPOSURE V: 4r MAAMUM HEIGHT .��iS� .• R
ZONE 3/E�OSIIRE V. 40' MAWA HEIGHT
jut4 I I 2mk
INC.
fACTURED HOME
AND SAFETY STANDARDS
JACOBSEN HOMES
mnca 'r' r�o
TESL WEanUTM MV O AIM ARE
... ` M.T.
DATE. 6-8-04
REV. LETTER:
P.O. BOX 3s8
MGM. plimmmy. AM oNRMTK
MAIENAS OF °ACOM YAIMACII IM
DRAWING TITHE:
FIG. 11.0, 11.1 & 11.2
V
SARTY HARBOR, FLORIDA 34695
&THIIACS wx PROm TO TIE
FMCaI YA
FEt>PNNT FOR NEW ROM AID MIST BE
DRAWING NUMBER:
PHONE (727) 726-1138
IIFPT aMEMAL AID SECRET MW GUM
AD—TD-0081
51
ADDENDUM
ALTERNATE* OFFSET UNIT TIE- DOWN SYSTEM
I.
-OF
,N_ -III I!P
WAIL PER 0-1D-0090 TABU I NA>L PQt AD-ID-007D TABLE PER AD-TD-0070 TABLE
ff SET SECIIW OF LOT OR AD-TD-COIO TABLE Ot AD-7D-0010 TABLE
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
I. SEE AD-ID-0060 FOR SPACING TABLES (OFFSET SECTION ONLY
2. SEE AD-TD-ODRD FOR OUANITY OF LONG17UDIAL TIE-DOTM STRAPS REOUBIED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS.
4. SEE AO-TO-0001 FOR ADDITIONAL REOUIREMENTS.
No. O'•.
910334
y : mea
A STA i E O% i
PER AD-TD-0070 TAB[
OR AD-W-D010 TABLE
- so-
SECTION
PIA APPROVAL:
G7IOFri,;�DSAFEIYSil
NOTICE: DRAWBY: DATE: REV. LETTER;
JACOBSEN HOMES
THESE SOEcaElunoes AND DQAIMNIS ARE R.R. 5-9-01
ORrAAL PROPRIETARY. AND CMDURAL DRAWW TITLE:
P.O. BOX 368 MATERIALS OF dACOBSW MANUFACTURING FIG. 12.0 —
TME
SAFE7Y HARBOR. FLORIDA 34695 A p�� OR y�� �P�S�j p W$7 BE
PHONE (727) 726-1138 art coNnamTIAL ASELHEI n= DIM& DRAYANG NUMBER
ID AD-TO-0082
52
ADDENDUM
GUgEs
SPA ING
108" HIGH SMEWALL TIE -DOWN TABLES
1Q 0
ZONE II & HI/EXP. C &
LONGIT INAL TIE -DOWN SPACING TABLE
c (+�
MIN.
WINO ZONE II
WIND ZONE N
FLOOR
MN. OTY.
AN01 R
WK oTY.
Alim
W1DTH
OF
A
EA. DO OF
s
sECTIai
L
Mile
EA. SECTION
ImQE
MEI. e
L
O�
26'-8'
3
42'
3
53'
30'-8'
3
5T
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN I SPACING TABLE
MIN.
MAX
WIND ZONE N
WIND ZONE Ill
SPAW
LDS
mam ANml
SPA=
°��
MOM ANOE
MOTH
OVERHANG
26'-8'
6'
6'-8'
31501
40' 50'
6-4'
31501.
4U =50'
30'-8'
6'
6'-8'
31501
40'-50'
5'-4'
31501
40'-50'
LONGITUbINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE u
WIND ZONE In
OTT:
DAD aF
recTm
MOM
WL oTY.
END OF
MUR
AM
FLOOR
MOTH
IL
IN
SECTIOtI
MIL 9
O
9
FA
FA
26'-8'
4
41'
4
57
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE N
WIND ZONE M
PAW
All M ACE
SPACH9
HEA
�IDADD
AWO MM
MOIHH
OVERHANG
26'-8'
6'
5'-4'
31501
4(-50'
4'-0'
31501
40 -45'
30'-8'
6'
S'-4'
31501
40'-50'
4'-0'
31501
40 -45'
1NNDZONE nI
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM 054.1 ter 2 3
o�el�j,,
otrl
. :..'�
-
DAPIA APPROVAL
NOTES•
NOTES:
��- �r�`t•'''-�'+'
APPROVED BY
1. SEE FULL ADDlX Ml FOR ADDIIHDNAL REOUMMMENTS:
Z C)
' No.0045484 u
*Oro
2. SEE AD-TD-M FOR MAbLNY PIER NBWS RE01ARED FOR THE LOADS
:t
TABULATED AB01%E.
* '
`
INC
;�� �'/ �RT�•''.y
rTF�E� IV-
FEDERAL. MANUFACTURED HOME
SlALOAROS
;
CONSTRUCHON AND SAFEPf
P.t, �•
JUL 2 r 2 M4
JACOBSEN HOMES
NOTICE DRAW
UM�rA1d AM DAB NE
or
M.T.
DAIS
07-20-04
REY LEf1Eit
TITLE:
108' HIGH SIDEWALL SPACING TABLES
P.O. BOX 368
010M. txo MMY NO C&fW X- DRANK
MAC W AMMM UffiffAMMO
W_ SUCH MAMIMS NE FWAM 10 VE
NIMLBM
AD-TD—OW3
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOW tat SW flAU8M NO ON BE DRANK
Wt caNtmna No smut MOM omm
53
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION II
SNOWING TIEDOWNs TIE Ilm
AN1110t RIM
SET ANdIOiHEAD
FIGURE 10.0
FIGURE 10.1
REF.
TIP.
AMm ANHE
SSE NOIE 5 FIR
VAX" WCHT
ro(- ly,, z
YMNDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES; cnu. `'•,.;ai•• I� vrr n rrrnv.n
1. SEE AD-10-M FOR SPACNC TAEIFS �UG��YIF • • APPROVED BY
2. SEE AD-TD-W FOR QUAFATY OF L NdNDUI X-DOW SWAM KOLO D. N fl
J. SEE OTHER OETA/S FOR EILOCMG (PER) QUAM17Y AND OTHER FIEWFO07LEL
4. SEE FM AODEI AI FOR M01I0NAL REOARE31E1ET5
EL
5. ZONE z/EPOSUF E 'e: So MAXIMUM HEICHi y ;� .� Q INC.
ZONE 2/E,xPOSIIRfi V. 2r MAMMUM HEIGHT i �`+� � R� Q .� 1
ZONE 3/�OSURE 'C': 3e WAWA HEIGHT INIH
i '•• 1 aiaia . ' o�
ZONE 3/ExP FIE V. 3r MAXIMUM HEIGHT �iC�rJ' „ ••••-• � \� +e FEDERA MANUFACTUflfO HOME
T N + CONSTRUCTION AND SAFEIY STANDAHUS
6. ALL 9PECIFN.ATiO1S ARE BASED ON 2a' ROOF ANGLE MAX. ''� 7 Luuk
JACOBSEN HOMES DESE SPEffIGam Me PR,,,� M.T.RE DATE In. L�rLE>�
�'� 07-20-04
rlElwlORIGINAL FRwwARY• AND 00*06NUAL, DRANMG Tl=-d.
P.O. BOX 3se MATERIALSCF ANCO of MANWAC11°'� FIGURES 10.0 AND 10.1
fIG SM MAIERIMS ARE PRd1�ED 10 x
SAFETY HAROOR. FLOMDA 34695 NOW FM 9M F Ff= NO MOT t pRA1�
PHONE (727) 726-I IW WT OWWOMM No MW RR[M UMM AD—TD-0084
54
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
: ZONE II & III/EXP.. C & D
LONGITUDINAL TIE -DOWN- SPACING TABLE
WIND ZONE 1 WIND ZONE II
t1 FLOOR • Yo+. arr. MDR ix art maraR
1YIDTH � Elm or ANQi EA o+D w WE
E,l SECttW 1m1. o Dl s1:CRDl MUL e
23'-4' 2 58' 3 43'
24'-0' 2 62' 3 45'
YERTICAI;_ TIE -DOWN : FRAME -TIE-DOWN SPACING- TABLE
AIN.
MAX
WIND ZONE 1
WIND ZONE IJ .
. 5r'AONC
DBL HEAD
LOUD
ANDpR AMQI:
SPAONC
� WAmoat
La�o
marWlahl
FLOOR
SAVE
OVERHANG .
64'
31501
49'
y-4'
3150 f
45'
24'-0'
6'
3150
49'
5'=4'
3150
45'
LONGITUDINAL CIE=DOWN SPACING TABLE
MIN.
WIND
ZOME 1
WIND ZONE IR
FLOOR
MR on
ANDiOR
lraK DiL
ANQfCR
WIDTHA
E DID Or
MuMuA.
Qo E a
mu
O v
EA SECiIOi
YGL 0
EA SECCB01
VOL A
23'-4'
3
48'
4
43'
14'-0'
3
Sr
4
.45.
VERTICAL TIE —DAWN / FRAME TIE —DOWN SPACING TABLE
• WN.
��
WIND ZONE 1
1NND ZONE II
��
o�. A
LOAD
ANRtOR AMQi
SPAanc
LOUD
ua+cw And,E
FLOOR
MOTH
�EAVE
OVERHANG
23'-4'
6'
S'-4'
3150 '
47*
4'-0'
31
43'
24'-0'
6'
5�-4'
31501
41'
4'4'
3150
43'
• 108' MAX 9DEWALL HEJCHT N7NDZONE II/IR
• (110 MPH)
, • 20 PSF ROOF
10 PSF D.L
REF. tJILCi
' ,`lija1islyrir���
NOTES: `
;�'`=Q ��•
!
DAPY1 PROV/1L:
AP
•
�
1. SEE it1LL ADOEJtDUY FOR ADOIAOIW. REWI(rFIA►t1S
O', . SDK i F: �,4 . �.�'��
G�li
APPROVED BY
ON
Z SEE AD-70-OOBti FMYA7GWMI PIER HMOREOUBtED FOR 1HE LO ti
��. {`'�• �, u
13,2006
TABUiAIED ��.Dec•
INC:
�
Si'.AI c GW
�` � :'��
AMIFACIUIED ND1E
FEDERAL W
CONSINDLTNIN AND SKEfT STANDARDS
•
�okto�; moo..
JACOBSEN HOMES
• NOliCly 2W1 I
111ESE9aE01�11016ANDtIRANTltSARe
low Bl:
R.R.
DAM
11-28-06
REx IETtER:
•
DRAMeIC All%
108' HIGH SIDEWALL SPApNG TAM
� PA eox 38e ..
OIIIGNM. !'RWIOLGRG AND R:rFlGEMLx
YA7F71WS ti i�DBSFM MAtAN'AC111RDIC
nc swi r�eaMs ARE vNDwDm TO ZN[
.
SAiETY HARBiOR, FLORIDA 34693
�+oNE (�z�) 729-113e
IDL770(� RR Si47fIC 7t16'06ES Am 116E lE
gar ao�mocDu.,rm �cr ma aaas
DRAIYNC NUMBER:
AD—TO-0085 •
.
55
ADDENDUM
_ TIE -DOWN SYSTEM
TIIP,CAL SK ELEVATION .
SHOWING TIE —DOWN SPACINGS.
FIGURE 10.0'
TYPICAL CROSS SECION I
SHOP R(G TIEDOWNS Tlp. � + s TV.
su ANm
r QITIRWI
of act
AN 0 AKLE CR IIPPRm STABlm
MUD D 111111 AWN WR IERIK AL
FIGURE 10.1
YAAAN HOGHT
18NDZONE KIM
(110 MPH)
20 P5F ROOF
10 PSF D.L.
NOTES•
I. SEE AD-10-Coss root SPAOW TABLES
E�.
�` O ^Z �i�%sj
► APPROVAL:
BY
j;•<:r'�,,
APPROVED .
Z SEE AD-M-Goes FOR aMan OF lCHanmu IE-DOWN STRAPS REOUM.
ON
3. SEE 01HER DETAILS FOR BLOOM (PER) QUANTITY AND OTHER RECINREYENMwoo
`
. Cr E 4
,. SEE FULL ADDEHDW FOR ADanoNu REDUREYENTi
,'
; Dec 23,2006
5, ZDHE 2/DP0AIBE•-E 44' 1101IN HEIWR
ZONE 2/EIIPM5 K V. 2r RAMNA1 MW
A I N C
t ,.
• 0� :
ZONE 3/EXPOSIX V- M- -MAIIDRAI HEIGHT •
•/; 1 .
: •n! -)!
.
FEDERAL KANLWACnIRED HONE
STANDARDS
ZONE 3jtWOAMIE V. 3r MAX" HELM
F, Y .!` :
C -• ��• �•
c0nsraucnoN AND suer
6. ALL 9?EOIVATIONS ARE BASED ON 2(F ROOF ANGLE MAX AND 106- MAX
90EWALL HE CHT.
• •�/
TEFL /�f1.C;�-....•
,f ;14y�
tr±
JACOBSEN HOMES
NOTICE �Ait
DIM WCOMUMM1 AK
9�Vt
R.R.
DATE:
11-28-06
fEV.LE��Eit
DRAWL OILS: -
ORCHAL MOVE=. AND COfLE1111A11
\I H P.C. BOX 360
MAVA "s OF ACO�D"'A"'�ACU01C
1NC AIM MAIENALS ATE MWAM TO THE
FIGURES 10.0 AND 10.1
SAFETY HARBOR. FLORIDA 31693
PHONE (7Z» 726-1135
SwF 1M swrc Firm Am HIM K
Nv1 CcNI IAL AM Wo FROM onus
DRAIANC NUMBER
AD-TD— 0086
=N m
� A
56
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
Err. 3A tE►icm+
[ff. 5nr LD1 . , tn. s//r
Cc" w It
MY It
6�
1
1
-
1
1
TAo PER SHEA"ALLS
1
i
Tip PIER 3 AAWALLS
(ALL STVAtM)
1
1
(ALL N1UAA0`Rj
t
cc -Do" Rflalli3D
ii-OOrRt3 pEAuom
4.
1
Tr
5M NOTE 1 at WE 1
5m How 1 sm NOTE 1
%a NOTES 2 Arlo J.
zN
A
SEEmmE3 2 Ate 3.
Q
►a nQb
mm no
r£R M3rQ
pa Ism'o
THs LocAral
IRS LDCATM
1FH t9gAT"
ms =AnOH
FIGURE 8, 0
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOKYER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL °LF VALUES.
Dom AFY Ws---
1. w-caws waxi n"W= MAX Tt-ww mww MAT er LOaTo lx �` PPROVED BY
UM Or TNG AcW Woo" ASM Obi F== AT 001�
tRa+4 A*pis TN eE PAO MR AN tI.RYATE LOAD 1F mw D s(" LOAD] .......
{g[ AO-�C001 Im-oxgAt MOTO] FM (1m Gf Ct0(i0 Il�3f�t 1KSTld11rA�L) � •_ �Cs�'�1' C-• F� :� '�. { EB 1 0 2W0
L NEILL A M AT Gel DO Cr M 20ft Il J= rrtR ro(C Aflo1C
Em Rrqjwm AT Elm Eta w "Sis Itt" ns or X-ova, �TM+w kcaaaycrcTs) i 910334 1 � t�F INC
X V 01 51[&"ft LS LOCAM A "C A W KAW M lWfT a -YEm" no W.0-W . t
?&WW 3Tr n Ot FOS AAA¢ R[QMC (KL:1W%lL oW=PAUWM Au UM � � F ERAL MANUFACTURED HONIE
��
hOALL (Wo8TA►•F �,`c� C NSTRUC710NANDSAFENSTANDAROS
dACOBSEN HOMES T�aTict;.� ; `''R.R. 02--pt-Oo
wit artoriupva No
osuoxa. reonaErA 4 on •.
P.p. eox Jaa MAW"; of yKgaxH q�Vo1� �' R7 � S/W TIE/PIER REQ.
w- 9M skimMA Asti
— B
WET r HAROM FLQRIOA 3093 1e4>t�txi fat 9snrC R+woxs w r„ It pW1w++G KA(s .. .
PHONE (777) 720-1138 Mr oarrvcx 4 w4 ao�,t1 9 offa c AO-TO-100
57
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE —SECTION TIE —DOWNS /
CfDLL40 MAY BE FLAT OR SLOPED
NOTES: 7-/7114
r. GROUND ANCHORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 13150 DESIG4 LOAD]
(SEE AD-1D-001 ITD-CENLRAL ROTES] FOR NOTES ON fROUM AW>IOR INSTALLATIOtL)
2. KSTA71 A PER AT EACH END OF THE SNEARWALL JOISTS (PER THE ABOVE DEWLS).
3. %WLN S-EARWALL IS LOWED ABOVE A SOLID HEADER (FULL HEIGHT CROSS-UEN9FP.) NO
TIE-M" STRAPS. OR PIERS ARE REOLARED (ALL SHEARWALL CONFICURATIN.tS ALL ZONES
AND ALL EPO_RM).
4. TIE-DOWv STRAP REQUIRED AT EACH END OF JOISTS, ALL OB_ r;,/W CONFIOJRATIONS.
5. CEILWC 54OW`4 FLAT -OPT, CATHEDRAL OR SLOPED CEAJNC MAY BE USED. i
6. FULL WIDTH SHEARWALhS ARE SHOWN IN THE DETAIL•ABOVE. HOWEVER, ANY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
END VIEW
350 PLF MAWUM SHEARWALL
DES'GY VALUE (PER WALL)
1 1/4' X .035' r-E-,^,OWN STRAP
COKnVUCJS ARCJSD JOIS75.
..
� r I .Z
E�TG (Pf1ROVAUQz
NOTICE. DRAWN
JACOBSEN HOMES .nWSE SPEOrICATIONSAND DRAWNGS ARE
CRMAIAL, PROPRILTA.RY, A. -AD CODFID£NT1AL DRAW
j� P.O. BOX 368 MAIER.A1S OF JACOBSEN NANIIFACTURNG
THE
SAFETY HARBOR, FLORIDA 34695 OMI FOR � PURPOSES OS w TO
EE DRAW:!
PHONE (813) 126-1138 KEPT CONRDEnAL NO SEOREr ntD4 onas.
DE VIEW
X .OW TIE -DOWN STRAP
JOUS ARCAW MTS.
DAPIA APPROVAL•
APPROVcD BY I V_'
0 Oori N'
RDEPALwxnlF1z lve£: lul
R.R - 2-6-96
TITLE:
DBL. S/W CONFIG. TIE -DOWN
NUMBER` AD-7D-0110
58
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIOEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4" X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
BN IS A TRIPLE WIDE RAFTER,
) APPLICABLE TO STANDARD
BLE WIDE TRUSSES.
qD VIEW
X .OW TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
F TO' �/��j•����: V\ �6:
35' /i / /i
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL:
I. GROUND ANCHORS TO BE RAID) FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TD-DDOI [TD-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH DO OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
pp n
ayPPRO 4`'
ED By
3. WHEN SHEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO
STRAPSOR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES
AIID ALL
� �
4. TIE-DO'ATT STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS
John C. Doe en, P.E.
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
],5133 C. R. ZZ
ARE SHOWN W THE DETAIL ABOVE, HOWEVER, ANY LENGTH
6. FULL WIDTH SHOWN ALLSSHEARWALL
OR COF:FlCURA110N SHEARWALL MAY BE USED.
Goshen, IN 46526
7. THIS DETNL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
DOD
,I❑NC.
HEID
JACOBSEN HOMES
BOx 368
NOTICE:
THESE SPECIFICAna+S AND DRAri1NO5 ARE
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTLIRINC
SUCH MATEMU ARE PROVIDED TO THE
DRAWN BY:
R.R.
DATE:
4-09-96
REV. LETTER:
A
DRAWINGE:P.O.
�' S/W CONfIG. TIE —DOWN
SAFETY FLORIDA261D11384695
�PURPOSTS� EtuST BE
APT
DRAYANG NUMBER:
0 ER(813)
COWf L
SEaza opgn
AD—TD--0111
59
PORCH ANCHORING
DOUBLE HEADED 3,11,
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
REF.t,CALIS.`
ENd AP�RQVA�:; .
" '1 A.
xONS
DRAW
JACOBSEN HOMES
THESE SPECEi1CAlIDf15 AND ORAMNGS ARE
AND
HE
ORONAI, PROPRIETARY, AND COHFrDENTM
DRAIMN
„ P.O. BOX 368
MATERIALS CF JACMSEN MMiFACWRW
TO
SAFETY HARBOR, FLORIDA 34695
Huai Fpq SEOM AND ff
DRAWN
PRONE {727) 726-1138
KEPT CONMOMAL AND Sf�T ERIM OREOiS.
X .035" T(E-DOWN STRAP
10US AROUND STRAP 13LOCKS.
WINOZONE III
EXPOSURE 1;
(110 MPH)
20 PSF ROOF
10 PSF D.L
C wfq - 109 ,G f -
►09,V 7
OAMA APPROVAL•
PPROVEQ BY
INC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
M.T. 1 12-13-03
PORCH ANCHORING
AD-TD-0112
fiia'A141123
60
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL 1IE-0
(FACTORY INSTALLED)
FLOOR
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.
NOTES:
2
3.
CRIMP SEAL
(3150# WORKING LOAD)
LTS
x
X
6
L�
N
W
W
VER i ICAL TIE -DOWN �
TYPE 1, FINISH B, w
GRADE 1 STEEL STRAPPING o
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ALL VERTICAL TIE —DOWN STRAPS, DIAGONAL FRAME
TIE —DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS— ON SITE.
ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL. STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34595
PHONE (813) 726-1138
OWN ANCHOR BRACKET
RADIUS CUP MUST BE INSTALLED ON
ALL TIE —DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CUP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4- X 0.035' TIE —DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE —DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE —DOWN STRAP THROUGH THE SLOT
IN THE BRACKET ' T P ' THE RADIUS CLIP.
``Itj1uIII lall,"ll
,•`a`N C. Do
F''%
C1`
!tt•A{eROva�;i0. c0 •
ENE8703571_
per•,•%vl.✓ /'��...•��:
E, I A
ONAL EN,
ANCHOR BRA�I(�iLAND ,TIE`DOriN
DEVICES ARE CERTIFIED BY OTHERS
NOTIM naAMM RY..
1145E SPEanCADONS AND DRAMNGS ARE
CLONAL PROPFAETARY, AND 0CNFWTIAL
t1ATMALS OF JAC08XN YAl"ACTANG
W_ 511Qi YANYMS ARE PROVIDED TO THE
REW04 FOR !PECFX PUMP AND LLIST BE
WT CoHrM0AL NO SE01ET EROY OTTERS
C.L.Y
PROVED BY
JM 1 5
ON 14 INC.
FEDERAL WMiKIUi®NDI[
CO'6iRUDIRI AID SA!ETT SLAk=
5-31-95
ALT. TIE -DOWN APPL.
AD-TD-0200
MY. LETTER
A
61
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
F—
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, -
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS.
A0
g�
y
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
p /r GRADE 1 STEEL STRAPPING
�y 1 1/4- WIDE k 0.035-
�l f IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
0 SPECIFICATION D3953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
II III Illr'III
ANCHORING EQUIPMENT —III III -I I I -I i
CAPABLE OF RESISTINGI-
THE WORKING LOAD
REQUIRED ON THE
—III -I
TIE -DOWN SPACING _
TABLES (SEE OTHER I III —I I (—
DETAILS FOR TABLES) _
SEE OTHER DETAILS I i-III—III-I
FOR ANCHOR ANGLE.
NOTES: ` = �GE� c DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL ' •;R NO. ,0
FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT 910334 -_
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. = APPROVED BY
2 ANCHORING VEARESISTANCETO EQUIPMENTEXPOSED
WEATHTO ER SHALLATHERING
R DETER OR- � �'•• STATE C00or
REVISED
ON 14
ATION. �'
�� ' 01 10R3J96
3 PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
OFERE THE ANCHORING SYSTEM EXTERNAL STRAPS OR CABLES E(SEE ERADIUS S THE UCLIP). '''wMl �``` F�� TXW upT INC.
ME11:1
JACOBSEN HOMES THESE smanCATIONS AND DRAmRGS ARE SAFEWSEVaUM
DRaxN�Y: R. R. DATE'
30-05-96 �W' �///1���rER:
OPIONAL. PROPRIETARY, AND COITIDENML DRAWING TITLE: / \
IL
MATERIALS OF JACOBSEN MWIUFACMNC
ElElP.O. BOX 368 INC. SUCH MATERKS ARE PRDNDID To THE ALT. TIE —DOWN APPL.
SAFETY HARBOR, FLORIDA 34695 REOPENT TOR SPEOTIC PiA7 = Mm u09 RE DRAMNG NUMBER
PHONE (813) 726-1138 IVT CDNRDENIUL AND HOST rRou onm AD-TD-0210
62
ADDENDUM
COLUMN TIE- DOWN ' APPLICATION
'A' COLUUN 'B'
(COLUMN
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B'
'C' COLUMN '0'
/COLUMN
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b'_ I
r
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL 'C'
COLUMN E' 'r COLIAJN 'G'
— �COLUMN
SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN r
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REO'D
(SEE AD-TD-0251.
COLUMNS 'A', V. 'D' OR 'E'
COLUMNS 'S' OR 'G'
COLUMN T'
AD-7D-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE 1
EXP. 'C
EXP. V
ENP. 'C'
EXP. 'D'
EXP. 'C'
EXP. V
EXP. 'C'
EXP. V
OP. 'C'
M. 'D'
EXP. 'C'
EXP. '0'
2 - 31501 ANCHORS
4Y-O'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
33'-9' '
23'-7'
4Y-O'
29'-6'
33'-9'
2Y-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
1 - 40001 ANCHOR
27'-3'
18'-9'
21'-5'
1 15'-0-
27'-3'
18'-9'
21'-5'
15'-0'
27'-3'
18'-9'
21'-5-
15'-O'
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL'
APPROVED BYP,
1. SEE AD—TD-0251. AD—TD-0252 AND AD—TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
0151
2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
'NA
INSTALLATION.
John C. Doeden,
FEMf^M.sA0LMlCW INC,
15133 C. R. 22
t�„o:AFE„r�+aADe
Goshen, IN 46526
JACOBSEN HOMES
NOTICE
THESE SPEC01CATIONS AND DRAMNGS ARE
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER:
MONAL. PROPMETARY. AND MWIDENTA
MATERIALS OF JACOBSEN MANUFACTLRING
DRAWING TITLE -'A
COL TIE APPL.
LaP.O. BOX 368 .
LNG M MATERIAS ARE PRONDED TO THE
—DOWN
DRAWING NUMBER
AD—TO-0250
SAFETY HARBOR FLORIDA 3*95
PHONE <813) 726-1138
RECRE NT FOR V[CnC NRP0.9:S NO "I BE
IVT 0XID XPAt AID SEM FROW OTHERS
63
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
® ANGLE SHOWN.
3Y ANGLE 1=1 I I i t I I-
ANCHORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -WIDE
ATTACHED
ANCHORS
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE ✓k 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3t5O# EA.)
No.
ENE8703571 'i
A F F =... `v`ED 8Y A-
-NI,� il JUN 1 5
Fmp^~AINC
��
CaaTI XDMAWLVMWAW"
JACOBSEN HOMES
rtQI1cE A""'
TNl:se srtanewnaHs A,a DxAr,Hcs Axe:
CRONAL IMtOMVMY. AND CCNnmNT1AL
'dhA1vN BY:
C.L.Y.
DATE
5-31-95
REV. LETTER:
n
DRAWING TITLE
P.O. BOX 368
m
HATkRA S Or JAC08XN YMAAFACVMG
COLO TIE —DOWN APPL.
SAFETY HARBOR. FLORIDA U695
THE.
pT�T rCR 7x PJMM NO ARE PRMMiM 6E
/Hl
DRAWING NUMBER:
PHONE (813) 726-1138
I®T CCNMnk MO gav nmm o11FRi
AD—TO-0251
64
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
H.
MARRIAGE LINE OF MULTI-'MDE
FLOOR
VERTICAL ME -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4• WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (3150#)
��� :•• G1S TE'' �UF
r•Q.� No. RFo 'i
•• E�NE87�3�-
•
",,/,,s./ONAL
PROVED BYE
II V�
wu ur�ns�cn� �
r' IDaAMI BY: DALE: REV. LETTER
JACOBSEN HOMES
1NESE sPEanunWHS a+s AA ND "Druwett ARE C.L.Y. 5-25-95
m
=HAL, FROMUARI: AND CO UMENTIAL DRAWING TITLE: P.O. 80X 368 MATERIALS u TE JACOBSEN TO ` COL TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 RECpUiT FOR SR:CM RR'`M uO WST BE DRAWING NUMBER
PHONE (813) 726-1138 IDPT COIfWnAL NO SECRET FROM OHM AD—TD-0252
65
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
Eel
MARRIAGE LINE OF Mal -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE do 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
. . 111►Lluu,..
\ST Ey�v(<
Q NO.
ENE87 3'
PROVED BYE,
jM 1 5 19�
IVIN INC
RDEMI WwIfACi1R!®K7E
caaTn,cro� rio swtrt sv+nvrad
JACOBSEN HOMES r10T,t 11,w'�»T. uAI� M• ",.LR
TNESE srfanunas uro orUwxcs ARE C.L.Y. 5-25-95
m
MATERIALS COOBSE' N�MW CA 1lJR1N�C DRAWING TITLE
P.O. BOX 368 sua MATU44S ARE PROCS TO THE
COL. TIE —DOWN APPI.
e+_
SAFETY HARBOR. FLORIDA 34695 RECpprt TAI VECM RIiPM AID WSI BE DRAWING NLIYBER:
PHONE (813) 726-1138 IvT CWMTK M SEOV rKV ODM AD—TO-0253
66
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN �� L
- - - -
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS W OR
r
'C' COLUMN'0'
/COLUMN
APPROVED EY
SEE TABLE FOR MA1auuM SPAN FOR COLUMNS 'C OR b•_I
r �
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR OFEDLMANUFACTUREDHOME
INC.
RLICTIONAND SAFETY S TAnDaROS
MAR 3 199g
COLUMN 'E' COLUMN 'f COLUMN 'G
- -
ISEE TABLE FOR MA)OIAIY SPAN FOR COLUMN
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORM REO'D
(SEE AD -ID -MI.
COLUMNS W. V. V OR 'E'
COUW 'B' OR V
COLUMN 'F•
AD-TD-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-M-0253)
SEE NOTE 1
EV. 'C
W. V
W. •C'
EXP. •D'
EXP. 'C"
EXP. V
D(P. 'C'
EXP. V
D(P 'C'
EXP. V
EW. 'C•
EW. V
2 - 3150J ANCHORS
3'1-4'
25'-6"
29'-4'
20'-4'
37'-4'
25'-6"
W-4"
20'-4'
37'-4'
25'-6'
29'-4
20'-4'
1 - 31501 ANCHOR
18•-6'
12'-10'
14'-7'
10'-3'
IS-6'
12'-10"
14'-7'
10•-3'
16'-6'
12'-10"
14'-7'
10'-3'
1 - 4000/ ANCHOR
23'-8'
16'-4"
I8'-7'
13'-0"
23'-8"
16'-4"
18'-7"
13'-0"
23"-8'
16'-4'
18'-7'
j 13'-0•
R,F. CALCS ` �y Q
NOTES:
ENGIOMR �c '.,�
DAPIA APPROVALwwo p 3 1 yy
1. SEE AD-TD-0251• AD-TD-0252 AND AD-TD-0253
•
No.
APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
910334
=
INSTALLATION.-
aoa
"-o� OF
STATE
�' �'O '•. � gyp•' • �
'
INC
IOE
JACOBSEN HOMES
NOTICE:
THESE SKMCATIONS AND DRAWINGS ARE
MA Y M.T.
DATE: 2-9-99
REV. LETTER:
DRAWING TITLE:
MEEI
ORIGINAL, PROPRIETARY, AND CMFMTIAL
P.O. BOX 368
UMERIALS OF AACOBSEN MANUFACP"G
INC. SUCH MATEHN.S ARE PROVIDED TO THE
184° WIDE COL. TIE —DOWN APPL.
DRAWING NUMBER:
AD—TD-0254
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
RECWDfT rOR SPECM KWOM NO MAT BE
MPT ODRRDDITIAL AND SECRET FROU OHM
67
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
SEE NOTE 1
Jfmlu/ 1L1 ILAL 11L-Wwnn JIM1fl u1 MUiu[
BRACKETS (SEE 120Y N SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MUM OF f-0'
(24') FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.-
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTck TIE -DOWN SPACINe; !
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS.
JACOBSEN HOMES
P.O. Box 368
SAFETY HARBOR. FLORIDA 34695
HN PHONE (813) 726-1138
,YYYYnuuu�Fp
4 C. DO
ENE8703571
«•�
V •
ANCHOR BRACKET AND TIE -DORM
DEVICES ARE CERTIRED BY OTHERS
N0710Et I DRAWN BY:
THESE SPEGFICATM5 AND DRAUNGS ARE
ORIGINAL. PROPRIETARY; AND CCNFIDENT4q
MATERIALS OF JACOM MANUFACT"O
NG SJCH YAILYLIALS ARE PRIMM TO THE
RECPIEK FOR SPM PiRPM NO LUST 1E
PUT CMMTIAI AM SE V 11= OTTERS
3 ROVED BY l-
M 1 5 IM
INC,
mil va v: m auaia
C.L.Y. I "'— 5-31-95
nRE TYP. SINGLE WIDE T/D
NUMBER AD—TD-0300
[3A
I
68
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2,
A B C
24' IARGE OPENING 24'
SEE NOTE 1
COLUMN SUPPORT TIE -DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48'IN WIDTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
V V V
L24j' L24']
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0*
S24') FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ``,`,�TI1R11111 fit,,����
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL ���� r: c i)
NOTES: a P vA�� Fo.•Z'� DAPIA APPROVAL
I. LARGE OPENING = ANY OPENING WIDER THAN MAX. ME -DOWN SPACING ALLOWED. IENEEL703571 = OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI ,
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE TA OF ,
MAXIMUM TIE-DOYN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME ���'. 6 9�{ �C.�': T 5 10
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). �F '• ti fqV"•'� .`
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. '•,� �d'/ • .. .. E�1G\ ���•�
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS �i�j� 10E"""""
ANa1tSN6NfQt<T1�ii�TlE-DOWN caar�allosAfmswl�Rof
DEVICES ARE CERTIFIED BY OTHERS
NOT1DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SnaFICATIONS AND DRAwass ARE C.L.Y. 6-1-95 A
ORDINAL
PROPRIETARY, AND DON1IDENT1A1. DRAWING TITLE:
P.O. eox 368 MATMALS OF JACOBSEN MANIFACT"O n?. MULTI —WIDE T/D
INC. SO MAIMS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 R OPOIT FOR MX RffW No = BE DRAWING NUMBER
PHONE (813) 726-1138 JUT OdRFO Rk NO SEaV TIM OWNERS AD-TO-0310
69
ZONE I TIE —DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - V
SINGLE WIDE TIE —DOWN
DOUBLE WIDE TIE —DOWN
NOTEI
C SECTION
MARRIAGE WALL
SIMILAR TO
I OPENING TIE -DOWN I
SINGLE WIDE
AT GS
(RONLY. EOPTION
FRAME TIE -DOWN
AL ATD
I
OTHER LOCATIONS.I
P"
HT.
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
NOTE:
A be B SECTIONS
SIMILAR TO DOUBLE
WIDE TIE -DOWN
TRIPLE WIDE TIE -DOWN
BUCKLE WITH 20251
TY MINIMUM
SEE DETAIL - 'A'
SEE DETAIL - '8'
TIE -DOWN STRAP
SINGLE HEADED GROUND, ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (31--b LBS. MAbMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 31SO*
CAPACITY MINIMUM) >c 1.S= 4?Z5 r ULT,mm-w
Loan a4t�AcITy
NOTES: ENGINV i 0F�
1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL M '�� �O`2'{IFIQgT�E
OPENINGS GREATER THAN 49 INCHES. VP To i"7 6 TAI BvTtj� h�. 0335454
2, SEE TIE -DOWN SPACING CHART ON PAGE 2 IfDR s P* .
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN
PIER CONSTRUCTION. STATE OF II
P •,:
�•� Fc . coato ,
APPROVED BY
velt® OEr, 2
INIM II IC
mpNC lw SK[iT�'SLV "
JACOBSEN HOMES
—cmRS um
BY.
DATE
REV. LETTER*
THESE SKWCAMTI
DRAVANCS ARE
RR
10-31-95
CO ■
CRICINAL. PROPRIETARY, AND CONf1DDITIAI
DRAWING i1TlE
P.O. BOX 368
MATERIALS OF JACOBSEN MANUFACTURING
ZONE I TIE -DOWNS
SAFETY HARBOR, FLORIDA 34695
W- SUCH UATERULS ARE PROI= TO THE
RECIPIENT FOR SP[M RRPOSES NO MAT BE
DRAWING NUMBER
PHONE (813) 726-1138
ICPT CONFDENRAL Alm SECIV FROM CIUM
AD-Zl -0001
70
ZONE 1 TIE -DOWN SPACING CHART
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END.
SPACING
14' 166'
95"
0'
10 —
V - 01.1
14' 160'
95"
6'
10 - 3 rr
2 r - O °
12'
95"
13"
2' - 0"
12'
82"
0.
E_ (n
2'-0"
12'
82"
13"
12
75"
0'
lot-
12;
75"
13"
TIE —DOWN SPACING (MAX. I —BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END
SPACING
14' 166'
95"
0'
8' ^ I r'
'2-'-0"
14' 160'
95"
6'
0r- r`
'Z'-oil
12'
95"
13"
61 r- 6"
7-'-Om
12'
82"
0'
a' -loft
12'
82"
13"
12'
75"
0'
12'
75"
13"
TYPICAL I -BEAM
TTIE -DOWN
MAIN FRAME I -BEAM
IEND
SPAC1NG1
CENTER
SPAgNG
CENTER
SPACING
CEN
SPACING
I SPACING
I SPACINGjSPAONGI
"I PUCME'NT
51WG>_EWIDES � �oUBI.EWI�ES
ENQNE Vq. �� UAMA ArrKUYAu:
NOTES: �O�OOj.•''•TIFI
1• TIE -DOWN ANCHORS MUST Bel PLACED INSIDE THE OUTLINE OF `� �. •9J�•'L �: APPROVED BY
THE EXTERIOR WALLS OF THE HOME. h0, P045434 2
_ SEC
2. THE ANGLE BETWEEN THE TIE -DOWN STRAP AND THE GROUND -
MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES 7Cs •;
STATE OF
HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES � • 2 � rTOE.K K^^mp+E INC
HIGH, UNLESS OTHERWISE SPECIFIED. i�F•••'• :r�OR1OP' N� I ........• G�ti -
�'••.SrEAEo EN_..••'•
NOTICE: RR DAl 10-31-95 REv. u
J AC O B S E N HOMES THESE SPEOnU7MS AND DRAWNNS ARE
OICGWR PROPRIETMY, AND WinDEND& DRAWING 71TLE
MATERIALS of JACOBSEN uMSACTMNc TIE —GOWN SPACING
P.O. BOX 368 INC. SUCH MATERIALS ARE PR04W 10 THE
SAFETY HARBOR, FLORIDA 34695 RECPQIT FCR SPECIX RIUM RID LAW U DRAWING NUMBER:
HE PHONE (813) 726-1138 IVT HXU3D0 Uk NO SECRET rRW O.M AD-Zl -0010
PAGE 2.-
71
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
�STE NOTE /1�—
MAIN FRAME I -BEAM
END
SPACINGI
it--T�e
CENTER
SPACING
CENTER
I SPACING
■ r
CENTER
I SPACING
• e
CENTER
I SPACING
■ r
CENTER
I SPACING
r
END
ISPACD�GI
DOUBLE WIDE TIE-DOWk PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
JrAu"u
WAUNU
JYAUNG
S'AGWc
TYPICAL 1-BEAM
T1E-DOWN
MAIN FRAME I -BEAM
•SEE NOTE 111• -SEE NOTE /1-f•
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
ND
END CENTER CENTER JjA.NG
SPACING SPACING SPACING
TRIPLE WIDE TIE -DOWN PLACEMENT
ce
c*
co
0 0
NOTES: ENGINEER, . DO��♦,♦ DAPIA APPROVAL
T' ,
SEE DETAIL •B• PAGE 4 FOR BLOCKING AND ANCHORING OF ����`'(`(1tIFIC.q O�y♦sue„ APPROVED BY
MARRIAGE WALL OPENINGS HIDER THAN 49 INCHES. G F : w
NO.0045484
14
• 1
• STATE OF
. ..NHOME
��a,,%�.RCIPA
Pn
NOTICE: I'���} DATE REV, LETTFR
JACOBSEN HOMES 1HESE SPEancATONS AND DRAwNGS ARE RR 10-31-95
■ ORIGINAL. PROPRIETARY. AND CONFIDENTIAL DRANANG TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN UANUFACRONC TIE -DOWN PLACEMENT
WC, SO MATERWS ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECPfl(f FOR >C PUtPQSES Ala oust BEDRANiNG NUMBER
PHONE (813) 726-1138 IVT FOR Ala MORLT n= offs AD-Z1-0020
72
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.
NOTES:
AP ROVED BY tz C",
FEB 0 1 2000
PINC.
L MANUFAMPIED HOME
ANSI 71ONANDSAFETY$Waq DS
JACOBSEN HOMES THESE SPWCATlau`A DRAW= me Mnnn o.. M.T. 2-1-00
ORMAI. PRONXTARY. AM CQfWRAL DRAWWG 71TLE:
O THE
P.v. Box J68 WEROLS OF ACOBSEX UAXUFACWRIWC ZONE 1 INST.
„ SAFETY HAR$OR. FLORIDA 34695 FXXV rt rQl V fPlNO'SiS AND ITW It
PHONE (727) 726-1138 KP1 CCXMINna 00 SEOWT MOM any pRAY+kiC NUAIBfR: AD— Z1-0100
73
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER I \
TRIPLE WIDE
OR QUAD WIDE
SECTION(S)
L
I
TI
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
Z411E2 70NE
EXPOSURE V 90' 56'
EXPOSURE V 39' 46'
LONGITUDINAL TIES ONLY REWIRED 0 EA. HALF
OUTSIDE BEAM INS END, EXCEPT FOR ZONE 3
EXP. 'D' THEN 2 REWIRED EA HALF
(IE. OX EA. BEAM, ETC..)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAW UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UHT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REQUIREMENTS).
2 LMOTUDNAL TIES REWIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED 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)
tttllllllll//�/��'i
NOTES: !ter s DAPIA APPROVAL
' `` �e F •F2 -= ,
I. FOR WAD SECTIONS, EACH 'DOUBLE SECTION' OF THE UNIT 9iAll BE DESIGNEDQ` N0. O '•.
INDEPENDENT OF THE OTHER STRUCTURE. (IL SHEARWALLS, TIE -DOWNS, RIDGE -APPROVED BYE_
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) — 0 _ .1<;N 1 5 M
Z.
MIA INC,
NOT
JACOBSEN HOMES THESE sPEOnCATTIONSJA1D DRAWNGS ARE DRAWN BY. C.L.Y. °" 5-16-95 �" LETTER:
■ OlaaNAL PROMETARY. AND COW MTLOL DRAVANG TITLE:
YATERIMS OF JACOM Un"ACMMG
„ P.O. BOX 368 WC. M YATERALS ARE PROVM TO 114E ADDENDUM -INT. UNITS
SAFETY HARBOR, FLORIDA 34695 MOMENT FOR SKCfIC RIIPOSES kO MM BE DRAMiNG NUMBER
PHONE (813) 726-1138 IIEPT CWMTUI AM SCOV TROY ODOM QUADADDI
74
ALT. ROOF ASSEMBLY FOR MULTI- WIDES
CENTER IJNE CONNECTION FOR WAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETAILS).
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN VIEW BELOW)
ROOF PERIMETER RAIL --o'
OR RIDGE BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8- X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 ION.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
31 X 5' LAC SCREWS
18' O.C. (ZONES 2 k 3)
STAGGERED
L— 30 GA. CALV. STEEL STRIP
SECURED NTH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.C. MAX. SPACING (TYP.)
�»uliUfii
NOTES: ENGIN�F``�` 0 • 10 DAPIA APPROVAL'
p
%
1. 30 CA. GALV. STRIPS USED MAY BE W9(
WIND DEFLECTORS � : , Q•
REMOVED FROM ROOF IN ORIGINAL CONDITION NO.
(EXCEPT FOR STAPLE HOLES). ENE8703571 JUN
, 5
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY - INC SHIPPED LODSE AND INSTALLED ON STE AFTER - • Q 1 L V
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % �,�'•• / 9 �c.�': '""�'��
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP '��� �' ' �D) Q`_ ••�C� ���•a��
FROM ONE SECTION TO THE NEXT ����i �s/�A/ A 1 •. EN�����`
JACOBSEN HOMES N017CElDH" p1 ""• '
1HESE sPEancATs AND oRArcs HARE ' C.L.Y. 5-16-95
CRONAL, PROPRIETARY, AND CCH MTIAL DRAWING TITLE:
P.O. BOX 368 MATITOALS OF JACaesF1C YNCUFACMUG ALT. ROOF ASSEMBLY
DC- la MATLRULS ARE PRO41Df0 TO THE
SAFETY HARBOR. FLORIDA 34695 RECPlD f fOR SPECM PJMO AHD MM K DRAWING NUMBER
HE PHONE (B13) 726-1138 IvT O mTLAL AID SECIIET FRaI omm QUADADD2
75
F-10FT-1
EIEINF�
EIMWF-1
iE]E:]nE]
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
. (727) 726-1-138