HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET=UP MANUAL ADDENDUM.
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JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
specifications and drawings are original, proprietary, and confidential materials of
en Manufacturing, Inc. Such materials are provided to the recipient for specific
es and must be kept confidential and secret from others.
w
CJ
REV 01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C-
ontact the Department of Motor Vehicles
850-413-7600
I
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 I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT NTH THE GROUND,
/DUCT SUPPLY OR RETURN
HOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS 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.
�°= A PROVED BY
JUN 1' 5 10
INC
EMt �u1n/�CII/®10[
cz
OIMOSN{fTiYrD�E4
NOTICE DRAWN BY: • DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEanCAT)ON5 AND auwNas ARE C.L.Y. 5-30-95
OF50NAL. PROPRIETARY, AND CO R ERM DRAWING IITU
YATMALS or JACOBSEN MANUFACIMINC EXTERIOR A/C DUCT
P.O. Box 36a
NG W YATEI S ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECPENT FCR 9'ECFX RMMES AND U MT HE DRAWANG NUUBER:
PHONE (813) 726-1138 PUT CO MTK NO SEOV nO OMIM AD—AC-0001
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DISCCNT!",1UE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMYOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
INCN1SAY `
14
1!i>EilRtAMA/AC11��W(
(AlOiNpTiW0111i
NOTICE: DRANTI BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEO►ICAnats AND DRArIIN65 ARE C.L.Y. 9_28-95
aaMIA1. HRWKTARI; AND 0CWIVITTAL DRAVANG ITTi
P.O. BOX 36a YATMALS OF dA MI1.11ANWACTMIC W.H. VENT. SYS.13
SAFETY HARBOR. FLORIDA 34695 REST ►ot SWIC KIFF :5 NO NOT K
PHONE (813) 726-1138 . PVT CLNWITAE AM SE00 n= DTHIn ORAWWG NUMBER, AD-AC-0100
3
3/8' X 3 1/2'
i
MIN. LAG INSTALLED SEE
0.131' X 1 1/2' MIN.
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 0 48' O.C. MAX. SPACING 1
4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW.
ZFOR GAPS W FLOOR SY5TE1►IS
WSTALL WOOD SHW AT ALL lAG
TO 1/2', INCREASE LAG LENGTH 1'
NDS01
LOCAII06 FOR LAG SCREW TO GO
THROUGH AND TO xEFP CONNECTION
AND FOR GAPS TO 3/40. INCREASE
(ALL 20NES) LAG LENGTH 1 1/2'.
11GHT. (SEE NOTE 2)
(ALL EF06URES)
wm ZOli
p�
3/b' 13 11r LAB. SCAE1r
30 CL STRAP FASTDEO W/
7/16' 116 GA..STAPLES
MD ZONE
DrOM
WWII LIMIER OF FASIEMW 1TE0AIMD
� '
0.131' x 1 1/Y MAILS
7/1C X tiIGA STAPLES
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NOTES
ENGNUR APPROVAL•
DAM AFfMiOVAL• �
APPROVED BY
1. 1' MR K EIRAT1011 a REOIIIrEL ON STAPLES FOR WL CLMC STRAP.
2. HOOD Sm TO K RFPED FROM SPF P MR OR BEnM
Revised
ay.24,2006
AIINC.
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FEDEMAL MANUFACTURED "DUE
ca�smuctroK AND sAr ETr STANDARDS
4. SEE OVER OEM FOR SEA W F1 OORS FOR AM KLTRA11011
JACOBSEN HOMES
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DRAW InE:
M/W FLOOR FASTENING
S PHONEE((513) 72266-1138
1n a mT�iue m�0�'`n WA ogun
L�A'� MAC AD-FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
DS01
.1310 X 3 1/20 MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
Dw m+ NIMAI:
DMA APPF&M.
I1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
APPROVED BY
EXTERIOR WALLS.
S ) 0b
Revised
May 24,2006
John C. Doeden, P.L.
INC.
K2 Engineering, lna
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COMS7iiUCiION YID S�FEIt STMIDlROS
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M/W MALL FASTENING
SAFETY FiAR80R, FLOfi�A 34d95
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N
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIN. f OVERLAP AT SEAM)
.CURD WITH #8 X 7/1C HEAD X f FULLY THREADED S(2iE11P
T EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
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RIDGE CAP I
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ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS i
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
1
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AD-FA-0020
NDS01
11ZONES)
EXPOSUR
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CENTER OR MATING LINE
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1
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METAL ROOF PANELS STOP
APP. 3' FROM CENTER LINE
`-M GA. GALV. STEEL STRIP
s' X LENGTH OF ROOF (SEE AD-FA-OD20)
SECURED WITH 7/le X 16 GA. STAPLES
RULL PENETRATION INTO DEGONG
(SEE CHART ON AD -FA -OM MAX. SPACING)
OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS E
iNDARD 7pe O.S.B. '(24/16 INDEX) ROOF SHEATHING.
AL PANELS ARE 29 GA. MIN. STEEL WITH r QC. RIBS.
ISM HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
HELP AVOID OVER DRMNG. IF SCREW IS OVER DIVEN
)THER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
!EW (DO NOT REMOVE OVER DRIVEN SCREWS)
APPROVED BY-
Gj 7 Sep 10,2008
INC.
• �'FEDEW MANUFACTURED HOME
Ina CONSTADCTWN AND SAFETY STANDARDS
ld
JACOBSEN HOMES
N07M
USEsM5
OMAM Mr.
D.M.T.
WIC
08-25--08
MY. LEI=
aruiris m�
PA Box 368
METAL ROOF RIDGE CAP
—
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AD—FA-0021
7
ADDENDUM
MULTI=WIDE ROOF 'SEALING/CLOSE- UP
MIN. 30 GA. GALV.
STEEL STRAPPING
SEE AD-FA-0020)
I
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION .
(EXCEPT FOR STAPLE HOLES).
1-5# FELT UNDERLAYMENT
i MULTI -WIDE ROOF LINE
I
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
PROVED BY
-41AINS
NOTICE: unnim aI.
JACOBSEN HOMES THESE SPEWTCAMS AND DRANKCS ARE C.L.Y. 6-5-95
MonOMMAL PPWRCM. AND ooNTWM DRAmr, nnr_- MAW ROOF SEALING
P.O. BOX 368 YA1ER S OF OZOBSEN UNWACU NC
W_ SI 1 YAMMS ARE PM WED 10 THE DRA1POiG NUYBDt
SAFETY HARBOR. FLORIDA 34695 NEMppT T0k SFf0 RMSESS gyp UM
PHONE (813) 726-1138 . PVT Owm ik me sEaET no cramAD—FA-0025
I
■
ADDENDUM
hfULTI-WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
i
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
U' l;i
DAPIA APPROVALII
1.
30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
AP
3ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
JUN 1 5 W5
INC
ul
JACOBSEN HOMES
NOT]CE:
TNEsE sKOnCATIONS AND DRAMM ARE
DRAWN BY:
C.L.Y.
DATE:
6-5-95
REV. LETTER:
■
'
P.O. BOX 368
MIGNAL, PROPRIETARY, AND Caa1007K
MATERIALS OF JACOLISEN MAtA MI.RINO
MATERIALS
DRAWING 11TLE:
M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RC�ffQ1�T FCR �[AM AK PROVIM� �
I¢pr CMUDIng
DRAWING NUMBER
NO SECRET no DtlaEns
AD—FA-0026
0
SHIPPED LOOSE HEARTH EXTENSIONS
HRARTH. INSTAI l.AMM
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 INSTALLED (THIS FLASHM MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA'BETWEEN THE FIREPLACE AND THE HEARTH
1 LOCATE THE HEARTH DM90N (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLOMTNG
THESE STEPS
A CAREFULLY PLACE THE HEARTH EX1EN90N N THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSE48 t
B. SECURE THE HEARTH D MMION 10 THE FLOOR W/ 4 18 1 2' WOOD SCREWS.
C. FILL THE AREA BETWEIN THE FACE OF THE FIREPLACE AND TFIE HEARTH EXTENSION
METH A NON-COMBUSTABLE CAUUONG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
vO
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE. USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY i
INC,N1JW 2 8 1995
14
a0jftWWX7MWM
aft? off"wmi vom
JACOBSEN HOMES NOT'c� - DRAWN BY. °ATE REV 1E11YR
lNese sPeallsAlM NO oRA,xNM AK C.L.Y. 6-16-95
MINN. P80PWARY. AND cONMWTPL DRAWING TITLE
P.O. BOX 368 1/7MALS OF JACOM mA%WACMWG SHIP -LOOSE HEARTH
,I WG RM YAIEfMLS AK PROW TO TK
SAFETY HARBOR. FLORIDA 34695 190MO FOR Sa= ROM NO UZI K DRAMANG NUMBER
PHONE (613) 726-1138 Ivy omml K ND moo 1Ra OlN X AD—FP-0001
In
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 REV
9MR 25 20
N114 INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFELY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED 12Y
IN'A
INC.
i®ERALMANUF�Ci(IRED HOME
CONSTIiI�TIpY IIUD SAR:TY iTMDJ11iQS
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 i
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIOEWALL
3/2' 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
T:IE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18' X 14 I/2' MAIOMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/8' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2' X 16 CL YIR. STAPLES 1 1/4' D.C. AT PANEL EDGES AND 3' O.C.
AT ALL FRAYING UEMMS. (NO GLUE REOUIRED)
MARRIAGE WALL
3/8' SHEATHING TO BE INSTALLED ON —SITE.
m
VANDZONE III
010 MPH)
ALL EXPOSURES
APPROVAL; I DAPIA APPROVAL
APPROVED EYr
INE PINC.
FEDERAL MANUFAMRED HOME
MAISTNUION RID SAFET1l STANDARDS
NOTICE: UNAWN HT. DATE REV. LETTER:
JACOBSEN HOMES THESE SPECIF1CAnONS AND DRAWINGS ARE R.R_ 4-27-98
■ ORIGINAL PROPRIETARY, AND C081DENDAL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBgN MANYA01/RMG THE TRUSS SHEATHING _
„ SAFETY HARBOR, FLORIDA 34695 RECF"II FOR .;Fiat[ PROVIDED ARE AM TO
PHONE (813) 726-1138 KEPT CDNDAL AND SECRET MGM o*fRs. DRAWING NUMBER:
DEND
AO-HR-ODfli
12
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HINGED ROOF DETAIL
UNOERLAYMENT TO BE GLUED 3" MIN.
ON ODTN SECTKXHS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNOEkAWaT AND
AND A MIN. 4 I1r WIDTH OF ROOM 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 fi X S' BLOCK
OVERHANG FASCIA BOARDS )
3-06 X 3- W000 SCREWS EI
APPROVED BY
1 000" Revised
N114 Nov 30,2006
INC.
FEDERAL YANUFACiURED NDYE
CONSTRUCTION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
VNDZONE ICI
(110 NPH)
ALL EXS
NOTES, ENGfEFJt APPROVAL: DAM APPROVAL•
1. BRAa RAISED ROOF SECTIM N THE RA15fD PORTION BEFORE STIWONC HWM
KING POSTS INTO POSITOL
John C. D06&n, PAI.
K2 Enp@wt* M
LEM
JACOBSEN HOMES ram sFcaTrawo mo CFUU M AK mum Br D.T. DATE 10-02-06 "'
CALM. MMPF ETM . AW OWWOMAL DRAW 111LE: .
uAIMS OF dACCe6E11 YAWFAC lANG
P.a Box 36B HINGED ROOF DETAIL
• SAFETY HARBOR. FLORCA 34603 IA: W wATE= AI[ IRDHOED TO THE
M3HE (613) 726-1138 Ivir aw�m�COK = am nm ffmm R AD-HR-0003
�I
14
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
llpNTINUE 15# FELT TO ROOF PEAK --�
ONE-PIECE SHINGLE
UNDERLAYMENT
2' MIN. OVERLAP (TYP.) o
-1 r, r—I • F
Ln
6' MIN. TAR AS SHOWN
I .(APPLIED ON SITE)
SEE NOTE. ......... z
r-1 s
II .... ..........
... —E
3' MIN.
I I I I I I SEE DETAIL A r=
its
Gi
r-1 ! .
i i I i I i I I i I i I i I i I
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH-6 STAPLES (1- X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMEN I IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE UF71NG
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
DETAIL A
WINDZONE III
(110 MPH)
ALL EXPOSURES
NOTES: - DAPIA A0PROQ
1. CEMENTI G OF 15# FELT IS NOT REQUIRED W ANY AREA EXCEPT WHERE NOTED.
2 FASTEN 6 OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL A PROVED BY
SHINGLE� ARE INSTALLED.) Sep 2 2 z
3. DMD 'HE FIRST LAYER OF ON 37E 15E FELT ONTO THE FIXED ROOF A MN. OF 6' AND UNDER 1HE LASTrLMANUFACTUREDHOME
�4?►+
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED 70 MAINTAIN THE 6' WIN. OVERLAP ONTO THE FIXED ROOINC.
4. INCLUD IN 7HE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-00DI (WITH SPECIFIC END PANEL LAYOUT).
AD-HR- Z AD-HR-0003, AND AD-HR-0004.
ETY STANOARUS
JACOBSEN HOMES NOT10$ °RAN" Br DATE REV. LETTER
ncw SPEOMATM AND DRAWM ME M.T. 9-20-03
. OxNG IM ROW13MY, AND COWWWW DRAWING TITLE: SHINGLE AND UNDERLAYMENT _
„ P.O. BOX 368 MAIDUALS OF MOWN MANWACnRW
SM spa MAMMS AK PR0V= TD VE APPLICA71ON ON HINGED SECTION
SHEEP GHEE (13) 726-1138 KM AND MRd O�D� NUMBFIt 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) --loo
NDSOI
NOTES;
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERUIYMENT AND SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
DAUM CRC - 167.01 - 167.02
John 0. uoedwi, P.6
.92, 'Enginwring, ITic
DAPIA APPROVAL —
APPROVED BY
INRevised
Oun 09,2006
7nlNC.
FEDEPAL MMaIiACTU(IEO NOME
corrsrnuanst �ro sart7T siuo�aos
JACOBSEN HOMES None: DRAWN BT; UATL acv tFrar+:
1NcsE srcNsuAnoNs AND auWcs ME O.A. 06-06-06
muFf oaONA. MPDXtun, AM CGWMM VS- DRAWING ➢ILL
A7uaxs or ammsm ►uawAcnpm
P.O. Box 36a IW- INCH MATMA13 ARE p„DVM 10 n[ PEAK INSTALLATION DETAILS
SAFETY HARBOR., FLORIDA 3469S ttra?on rat 4SRC MGM AND Iasi K DRAWING KNUEk
PHONE (727) 726-1138 lVr ao MIK AND KM rwoM ones AD—HR-0006
16
SHINGLE /UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE -
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
TOP CONSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL Top LAYER OF 151 FELT
TO ROOF MATH A 6' MIN. ImDTH OF TO ROOF iMTH A 6" MIN. VADTH OF
ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EMSTING ROOF DECK AND/OR EXISTING
FELT AS SHOWN. FELT AS SHOWN.
SEE OW DETAILS FOR
91 INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
ROVED BY
T* AUG 0
I I" INC.
mmuwmmHm
h
NOTICE DRAM BY. M T. I DATE: 7-28-04 Kv. LETTER:
JACOBSEN HOMES nesE sKoncom me amu"m mm
a,amm_ PWMTMY. AND 0MI'MITIAL DRAWNG TITLE:
MAMMS OF OMEN MANWACUFAM SHINGLEAWRLAYMENT INSTALLATION
P.O. BOX 368 W- 9" MAPARE POROW2 TO lK
r7ll-Wr-1 SAFETY HARBOR, FLORIDA 34695 FICIFUT FCR a mfit BE DRAWMG WWKR:
PUT CONI'Muot NO SCIET FMNorrm AD-HR-OW7
PHONE (727) 726-1138
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�-FASTEN TO FLOOR FRAIQNG
WM W/ STAPLE OR NAL
BANDING STRAP 19RAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WHERE 1HS CRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
'OOT WAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED Al K UPPER END.
111. VIEW OF DRAN PIPING
NOT9S:
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
izz '
INFPINC,
JACOBSEN HOMES ➢ %VECM pii'CANO90RAVWA=mAX.LDUWW 9% R.R. " 7-17-97REV.`E�`Iapr-4 aRorRc1ATY, Alm coiloolvi MIC nAEP.o. eex 36e SM UATR� AK FROMM 10 itPLUM°LNG SUPPORT
SAFETf HARKR. FLORIDA 34695 PEW" wR TtC11C n�APO rustq NNG N11119EA: PHONE (813) 725-1138 an COar alm wo KOW. my onus AO—PL-0001
Ah
18
OPEN PORCH RAILING(Sl
IT IS THE RESPONSIBILITY OF THE SET—UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR. TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
MAR V � HOME'
INC
M
JACOBSEN HOMES WOw`" nT: �"� ► � LETTER:
SPEdilcAnoNSAND ANO oRAwNfS ARE M.T. 3-30-05
ORIGINAL PROPRIETARY, AND CONROENTRAL DRABTNG TITLE.
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROMOEO TO THE OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 REORENT FOR SPEORC PURPOSES AND MUST BE DRAYtlNC NUMBER:
PHONE (727) 726-1138 UPT CpOwTK AND SEW no ORHERS AD—PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & 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-7001 "� SEE AD-PR-7008
SHIP THIS SEC. LOOSE
- � - - -(SITE INSTALLED) - - -
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED -
POLYVINYL BEFORE INSTALLING THE
ON SITE PITCHED ROOF RAFTERS
- FOR ROOF VENTING BOTH FACTORY —
AND ON SITE SEE AD-PR-7005 & 7006
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF -SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
DOTES:
DAPIA APPROVAL -
APPROVED BY
ONRevised
Oct 251,2007
rl INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
„� ��N,NOTICE
WNS AND
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER:
DRA An
ORIGINAL, PROPRIETARY, AM CONROENTAL
MATERIALS OF JACOM MANUFACTIMG
DRAWING TITLE:
n
P.O. BOX
NaN MAYMALS ARE PROMM TO
W- aKOINT
ON SITE PITCHED ROOF DETAILS
®
SAFETY HARBOR, FLORIDAI 34695
THE
FOR SPE! X RRBPOSES AND WM EE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPT CMVMTIAL AND SECRET FROM OTHIM
AD-PR-7001
20
ROOF. TO ROOF ATTACHMENT
SECURE STE INSTALLED ROOF DECKING
WITH 7/16' X 1 1/2- X 16 CA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A'
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING
SEE NOTE #1
SEE NOTE /2
MAY BE RIDGE BEAMS 18' MIN.
(SEE NOTE J4) DECKING W�Tf
CROSS-SECTION
REF. PG. RC-07-0044
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED 1N7H 7/16' X 1 1/2'
X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 16' O.C. RAFTER.
STE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTAL:ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NDS01 ...�. C-FS3 - 88.01
EK KU APPROVAL•
1. CURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
STALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
AFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LIPS RAFTER RAILS (OR RIDGE BEAMS) PATH
110 X 4 1/2' SCREWS 9- O.C. MAX. SPACING, It.
3 E AD—FA-0020 FOR GAP TREATMENT BE7MIEEPI SECTIONS iohnCe'S�ewn. P.6.
K2 Engkmr*V, Inc.
NOTIM. DRAW Bt:
JACOBSEN HOMES s M A�� W
wmms of �ma9t� w1A1fAf11raNc ORATAIG nTli
P.o. eox 36e RO(
SAFETY HARBOR. FLORIDA 34695 pp� R y y�l m K DRAWC MN"
PHONE (727) 726-1138 rat mnottra Atp SinEr na o1Oi
T4ND20NE'tl
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
Jun 09,2006
INC.
�oeRu MARRFAC UREB.RorE
co�smumoe Ago SWITY STANDARDS
IF TO ROOF ATTACHMENT A
AD-PR-7007
21
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
DO.C.
LOOKER
EEN OUTLOOKERSO*ORAFTER TOP CHORD- M0C.�.
MO C
1 X 6 OVERHANG FASCIA 2 X 4 NAILING! BLOCK
(INSTALLED ON I SITE)
THIS TRUSS INSTALLED ON SITE MIN. (3) .131' � 3' NAILS
RZAPIER BOTTOM CHORD FROM NAILING BLOCK INTO
160' RIM PLATE OF ADJACENT
SECTION OF UNIT) AND .
MIN. (3) .131' X 3' NAILS
DOUBLED END ZONE RAFTERS FASTENING FAS6 INTO
TYP. 16' O.C. END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUILOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT OUTLOOKER TO TOPIdiORD
MULTIPLE TRUSSES1 FASTENED
TOGETHER W/MIN. 11,31' X 3'
NAILS OR MIN. 7/.6' X 2 1/2
X 15 GA. STAPLES, 16' O.C.
MAAMUM INTO TO Ik BOTTOM
CHORDS ONLY.
�
2 X 6 FASCIA FASTENED TO OUTLOOKER END ZONE ASSEMBLY 2 X 6 OVERHANG FASCIA
W/MIIL (5) 7/16' X 2 1/2' X 15 GA. NOTE:
STAPLES OR MIN. (3) .131' X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) Muomts TO BE SEMB M EACH
TYPICAL AT ALL CENTER BRACES TRUSS OF THE DO W TRUSSES LOCATED �
( ) IN IRE ENDZONE PER FA51EW CHART. 1
SINdE TRUSS ONLY
REO'D OUMDE OF
3 Fr. AM
.SS MAY 6E
PLACED ON DIN FA SIDE
NDS01
NOTES:
1. ALL TRUSSES LOCATED WITHIN 35' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
QuANmY:
P06UTM
.131 PD NAIL
5
111!/Z'
15 GA. STAPLE
8
1 1'
P SCREW
2
1' (TINGE TIP)
OU10M FASTDCS MAY BE IMAM
RN TOP OW WAW F PENETRATION
IS MARTTAM.
C-RC-197.01-197.02
.John C. Doc -den, I'.�.
K2 Engineof!"g; Inc.
111
10 IP,SF D.L.
I'
APPROVED BY 1 1
i,
IN FAFebi 105,2008
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTIQ@
TFESE SPEGf1G1T10HS AIa oeAr„s,uaE
°�""" �'
O.A.
DALE
1-29-08•
REV. tErIER
COMM
P.O. BOX
OMONAL PRD MA RY. MID Ca:DRt X
DRAWING MM-
END ZONE RAFTER/OVERHANG
wt Why AK
ASSEMBLY
/L1`
SAFETY HARBOR. FLOM018DA 34695
PHONE (7M 726-1138
F9MlT M SPEIOF>c pll 0S AD Y61
WT cafmamw AID Sm" am
DRAWING NUIIlI1R AD-PR-7003
a
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16" ON CENTER
i
TRIPLE WIDE CENTS SECTION PEAK _
SITE INSTALLED DEOMG ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION do REMAINDER OF
BOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
$
I
SEE OTHER DETAILS TO SECURE
SITE INSTALLED PITCHED TRUSSES
TRIPLE WIDE MARRIAGE LINE
A
MIN. WD7H
PER SHEATHING REQUIREMENT
�MANUF. INSTALLED DECKING TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
NQ PES: tffJnt= ArrN VP :
1. 1/6" MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES.
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0
SPAN RATED) DECKING (EQUAL OR BETTER). John C. 00 a F?
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 Ei1g TL�rO;
SAME DECKING .PATTERN.
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15
GA. STAPLES AT 3" O/C EDGES AND FIELD
III
HOMES
mw SEI>FMMIS AND in
mum
owliNAl. PRavaI�uIRY No aorF=
1�+ er•
DRAW TITU
P.O. BOX 368
WI014 DF dATAB�i HAMffAC11iIMG
ON
SAFETY HARBOR, FLORIDA 3095
N_ 91DH IIAMWa NIA FROW n 10 DE
tgWW R7i SIC IUM0615 NO Must It
SITE
DRAIIING MJN
PHONE (727) 726-1135
IV1 CMFE MAL NO SIM RIOT omm
VANDZONE AI
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
Revised
Oct[�.2\J9,2007
ON PN.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
O.A. I DATA 10-24-07 Fo' om:
'CHED ROOF DECKING INST. - A
AD-PR-7004
23
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 OUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
I
I
SITE INSTALLED CENTER
SECTION OF ROOF
DAPIA APPROVAL•
APPROVED BY
Revised
Oct I25,2007
ON7rAINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBS EN HOMES
NOTICE:
THEE SPEaRCAMS AM WWI ARE
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER
ORIMAL. PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFAMIRI7C
DRAWING TITLE:
NTS
A
HE
P.Q. BOX 368
INC. SUCH MATERIALS ARE Mv= TD
SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR, FLORIDA 34595
RECIPIENT FOR SFM PURPOSES NO MUSE BE
KEPT CONRIO RAL ND SECRET FROM OTTERS
DRAWING NUMBER,
AD-PR-7005
PHONE (727) 726-1138
-10
24
ROOF VENTING
Ilw') i Scla Ip611t
IICII VENT:
la %M
ID 33"-S
■oE
KK
4w-w 10 61-
2
1 [A SIC[
6t 10 w-ir
3
2 [A SCE•
a-,
1-4
/ MARRIAGE WALLS
TIP. lop SO. 6+L CUTOUTS FOR
I&LATCH a ROOF SECTION
(SEE CHART FOR REOUREMENTS)
100 SQ. 1N. CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
(1601 X SECTION LENGTH:
CUTOUT HOLES
0 TO 15-6-
1
IV-6' ID 31'-3'
2
31'-r TO 46'-ITT'
3
W-10' 10 6 -G'
4
67-6 TO -0
5
MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I
I
I I
"I
I MARRIAGE WALLS I
c I LOW VENT LOW VENT 'rI
I
I 050 SO. IN, VENTS REQUIRED I
I 3 HIGH VENT IN ME INST 11.ED TRUSS SECTIQH i
2.
W----------------
R I
§§ I CENTER LINE OF CENTER SECTION
3 N
0
}� I +1 ACa1o+ 10 0Vrn1A1A; VEMrs W I v
I I<
a-, I s
S I -� TIP. 50 SQ K ROOF VENTS .1-4 I ��'
il LOW VENT (SEE CHART FOR REQUREMENTS) LOW VENT I o
V 'I MARRIAGE WALLS I
I I�
I SITE INSTALLED CENTER SECTION OF ROOF. I
I
ROVED BY
JUN 14 2
INC
MANUFACTURED HOME --
III DRAWN B1 DALE '"["Elk
JACOBSEN HOMES NoE R.R. 01-22-04
A[SE SPECXICAT1011S AIO 0RA.1cs A�
0100M PROPKIMT. AM TXMIOE WK DRAWING TITLE:
T- P.O. eox 36e 1/iE wu of AC0M rANIrACRMC ROOF VENTING
6A: RM 1u1[ bMS AK PROW=10 WE
SAFETY HARBOR. FLORIDA 34695 Woo - No FOR 9W FlIIFO M AM WST K ORATING N11HR: MC
PHONE (727) 726-1138 .. IVT c0i10[ ak A10.41>1[i nw OVIOM AD -PR -%WV
I� 25
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED VENT CAP
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A')
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
`-- FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN. SOLAR TUBE. OR
EXTEND TO RANG HOOD
MARRIAGE WALLS
CEILING PANEL
SITE INSTALLED
PLUMBING VENT PIPE
/(El
1ENID 3' ABOVE ROOF)
(SEE DETAILi'B')
MARRIAGE WALLS
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
0***"-FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT. (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLE )
VENT PIPE
(SITE INSTALLED)
COUPLER
�'*�(SITE INSTALLED) !
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
I'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. APP OVED BY
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATKIN
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND �' 1u g 0 VA
HOLE CUT IN ROOF DECKING, V„
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE. NPINC.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE FEDERAL 1U � U ry STTANDARDS
CONSTSAFE
DRAWN BY: DATE REV. LETTER:
JACO BSEN HOMES Tom 9�Cm1xG A* ou- R.R. 0�-23-04
00 IR. PKMIAW. AM COoffmTIR DRAWNG TITLE
Mon N to P.O. BOx 368 w1Fsm wa �'�'E PITCHED ROOF EXTENDED VENTS
.Ic sIIOI toa+us ARE PRDYOED THE
SAFETY HARBOR. FLORIDA W95 Fd~ TTN 9itylC PAM AND MIST K DRAWING NUMBER:
PHONE (727) 726-1138 .IVT Cmt?Ioe IK AIR MKI FROM CUM AD-PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
15/ FELT TO HAVE A 6' MIN. OVERLAP
AND A MIN. 6" WIDTH OF ROOF CEMENT
THIS ALSO APPLES TO ENDLAP SEAMS.
I—
�
I r 1
1; 1
I{
! I ! I { ! I ! 1 + I ! { I
1/2'
TO
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT NTH A 6' MIN.
OVERLAP AND A MIN. 6' 1NDTH OF ROOF CEMENT.
15/ FELT ALSO CEMENTED WITH A 6" WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
� C
I FIELD INSTALLED ROOF SHEATHING (1YP•)
I «�) 1
I 6' WIDTH OF ROOF CEMENT WEN w
1 OPTIONAL 150 FELT IS INSTALLED.
I
I \ �
OPRONAL LAYER OF 151 FELT
I Y
' ' I
I � I ri I
ONE-PIECE SHN G E
uNMUYME>'tT
ROOF SHEA ME (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6" FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DEpONG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1• � � ILLLLI� ILLLLB � � � 1•
q�
FASTENING DETAIL 1MNDZONE W
(110 MPH)
11 ALL EXPOSURES
91�L DXVI ER APPROVAL DAPUI APPROVAL
1 CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED.
Revised
FASTENING OF OPTIONAL 15# FELT IS NOT REQUIRED. (FASTENERS APPLIED Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) J hinil. irrINC.
ME
SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS jig ET1CjEl i�cfg1ng, Inc. EoeRu CTIONKOLA D SAFERED Y STANDARDS
NSTRLCENIN AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
Ill
JACOBSEN HOMES
NOTICE
TNE� sPEi�1CAt1011s AM pRl11NIfS ARE
DRAWN 8Y:
O.A.
DATE
10-24-07
REV. IEAEii:
amain, PMPWWC AND CONFw ML
MAMUS OF JACO9ZN M FACR NC
DRA1161G FILE:
n
NC
P.O. BOX usSIC
S M NAM WS ARE PROIDID TO 11E
NAND UNDERLAYMEHT
SITE INSTALLED SRIGLE
!/--�,
SAFETY HARBOR. FL)FtIDA M95
NXKNT FD3 SFFJ}T¢ PATO1E9 AID MST NE
ORAWNG NUWBM
PHONE (813) 726-1138
IEPT mNiMMl NO SEGAET RIOT DIM
AD—PR-7008
21
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
�I
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105" X 1" MINIMUM ROOFING NAILS
OR .113" X I" MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
SE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA VATH ROOF-
ING MASTIC (TAR).
II
OPT. SOLAR TUBE INSTALLATION
I
TYPICAL SHINGLE ROOF
II
I
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. MATH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER Y11TH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
i
li
I'
NOTM:
DAPIA APPROVAL-
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1" X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
JUN �?
rlNc-
FUEDE
AL MANUFACTURED HOME
CON
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
1N:SC 9�Lonu1llolls Aro purwlCS AR[
oRAIn+BY.
M.T.
DAIS
02-04-04
REV LETTER
P.O. BOX 360
UNN"C PNOPKIA". AM Arno IW
� 11 ACOBSEN VW10 X
DRANNG MUD-
TV. FLASHING INSTALLATION
„ SAFETY HARBOR. OR; FLORIDA
NC
plamI rat SI 17K RouaOAT K
"
,'—
DRAWING MAWR
�OTHM
AD—PR-7009
28
ADDENDUM
GENERAL NOTES / TIE-DOI NS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
1 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-DCVNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WH-E'M ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLrID
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SL'PFUED BY OTHERS).
5. VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HONES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE 10 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 SHALL BE PROTECTED NTH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALI HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS-ME)ABER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN [-BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM PATH AN APPROVED BUCKLE OR LOOP.
I1. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION 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 PROWDE 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 (ROUND 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 TABUS 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 PERPENDICUA.AR TO THE CROSS -MEMBER
TO WITCH 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 REOUARED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET—UP MANUAL AND ADDENDUM FOR BLOCKNG REOU-1KR ENTS. ALL BLOCKAG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
Es. ENGTNEER'Awt li••�1////// DAPIA APPROVAL
' DD �''�.
0? • G\STE9F ' ROVED BY /a,,,
ESE NOTES AND DETAILS ARE APPLICABLE
Fo •2VP ,,,
R WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 .TUN 1 5
E ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .� INC
D EXPOSURE 'D'. SEE APPROPRIATE TABLES — Iv
R SPECIFIC INFORMATION ON EACH. T6���T •�tv,
y O, (/
NOTICE 'r/r/rrr nnUl r��, DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEOTICATms AHD )RAREwmCS AC.L.Y. 5-19,95
lorl OMQHN- PROPTARY. AND COraWTIAI DRAMNG TITLE-
P.O.
1; RK
P.O. BOX 368 MATERIALS OF .IACOBSEN UNANACTI/DNO TD-GENERAL NOTES 'A-1\
GVC SLICH YAIERIALS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 REOINT FOR SKCFIC PJNM NO MW RE DRAMNG NUu9Ek
IM PHONE (813) 726-1138 MM COIQT70ITE4 AW SEPST rRa OnENs AD—TO-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
MIN. OTY.
ANCHOR
�1
FLOOR
WDTH
EA. ENO
EA. END OF
LE
U1�
0N
EA SECTION
IN
ION.. 6
EA SECTION
N1N. 9
K
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
254
2
50'
3
38'
26'-B'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE n
WIND ZONE III
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
SPACINGANCHORHDR
DBL. HEAD
LOAD
ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
8'-0'
31501
40'-50'
6'-8.
3150#
40'-50'
24'-O'
12'
B'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
25-4'
12'
8'-0'
31501
4T-50'
6'-8'
3150#
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
UK OTY.
EA. END OF
ANCHOR
AN
UK OTY
EA. END OF
ANCHOR
ANGLE
O
WIDTH
EA. BECKON
YIN.. 6
FA SECTION
MIN. D
20'-0'
2
50'
2
68'
1
24'-0'
2
70'
1 3
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Ik
SPACING
DEL HEAD
ANCHOR At,l(iE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WI01H
OVERHANG
LOAD
LOAD
20'-0'
12'
54
31501
40'-45'
4'-0'
31501
40'-50'
24'-0-
12'
S'-4'
31501,
40'-50'
4'-0'
31501
40'-50'
254
12'
54
31501
40'-50'
4'-0
3150#
40'-50'
26'-8'
12'
5'-4'
31501
4T-50' Np
%111, '-0'
31501
1. 49-50'
NOTES•
ENONEER O 4
\\
DAPIA APPROVAL
1. SEE AD-1D-0001 FOR AD0I110NAL REWWEYENTS.
:'Q�G n1o'i**"- ISAPPROVED
BYA,,,-
Z SEE AD-m-om FOR MAXMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
ENEB
=
i 5
. p of •�,
INC.
�. .P •.
�,���'�tJ,s/OO I A►
N:xAK�+,nsAnu�NaiE
ous,�,o wm nNanae
E�G� \`�.�
JACOBSEN HOMES
NOTICE:
1NESE sEonGnONS AND DRATiNGS ARE
sauvie ..
C.L.Y.
DATE.
5-30-95
REV. LETTER:
DRAMNG TIU'
NORM. SPACING TABLES
P.O. BOX 368
CMQNM. FROPKIARY. AND CONFlOpETIAL
WMALS OF JACOBSEN MANUFACTEA C
SAFEPPHHONE (813)F726 1138 95
wt sicH YATEwLS ARE PROMDED TO THE
IVTC M� PAWS Am MM
DRAWING NUUBER AD—TD-0010
30
ADDENDUM1*
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C
II
i
II
pl
pl
(��
QWOTH
y
LONGITUDINAL TIE -DOWN SPACING TABLE
M,
FLOOR
WIND
ZONE u
W1ND ZONE 9
NL 0.
FA oo ff
Ell
ANCHM
WE
iul B
W OR.
EL om OF
FA sOCCON
man
ma
tAl B
23'-4'
2
54'
3
40'
24'-0'
2
54'
3
40'
25'4
2
60'
3
44'
26'4
3
36'
3
a
30'-L1'
3
4T
4
41'
VERTICAL TIE -DOWN /FRAME
TIE -DOWN
(SEE NOTE J4 FOR MMOR ANGLES)
SPACING TABLE
MK
FLOOR
WIDIH
LAX.
EAVE
Ova"G
WIND ZONE II
WIND ZONE dI
�"°N6
IML WA
LOADANaIDR
ANME
WNWIAAo
ML Im
AN010t IYt6lE
III
IS 4'
12'
5'-4'
31501
W-45'
54
3150f
N-40'
II
24'4
12'
64
31501
40'-45'
5'-4'
31501
35-'
111
25-4'
12'
54
315Df
40'-45'
54
3150f.
35'-40'
it 26'-8'
12'
54
31501
40'-45
6-4'
3154
3T-W
11 v_If
if
54
3150f
4T-45'
54
3150f
35-9
(SEE NOIE 14 FOR ANCHOR ANGLES)
��esf�sts�r�s�
dare N C. Dp
��•���E�s'�.'L
Ae
No 45484
O H I O .. E7
'OINgI LM
ElNGKER APPROVAL•
t : AD-M-M FOR ADDIICH& REOI RBOM
2 II 0-1D-Mtl Fat MAXON PIER NM73 REQUAiED FOR 11E LOADS
T�BI�TID AB04E.
3: IIIIIIE-JX Mt DE M oil 7M PAGE APPUCAl E 10 DCUBIE WDES ONLY.
4. pp��ANCBat ANGLE SHOYM IN 11E CHART ABDA£ CANNOT BE AC 0M.
UISTALLID AN APPROYFD STARM PLATE.
.z
REF. CALL.
C-TD-215.01-215.20
APPROVED BY
IN U%m 16,2009
INC.
FEDERAL 11ANUFALTURED HOME
CUMST1NICf10N AND SAFETY STANDARDS
III Nomm UTnTRT Of. uNIG: nc...s...+..
JACOBSEN HOMES' TW SMOM11010 AO ORANOW ARE M.T.06-04—os
aaa m HMPNLmffl AM GUNK RAL DRAYMvc7�,�
P.O. Box 36e YAK °F i'MOM MNWAC MC ALTERNATE SPACING TAMES
W. SUCH IMMOAIS ARE FROMM TO THE
SAFETY HARBOR, FLORIDA 3095 W01 FOR Mac PUMS AID MT ff DRAUG NUMMt
PHONE (813) 72e-1138 arr OMFOOM No sW FROM DDOR AD-TD-0010.1
31 1
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
VAX PER AO-ID-WID 10k PER AD-1D-WIU INit nx Aurnrwiu IML ru w-au-um ip-mL r•,..�.� --
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE LO FOR ALTERNATE I E—DOIM IO,TROD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE flE—DOIIN
NOTES: -ENGINEER
ARM
1. SEE AD—TD—OD10 FOR SPACING TABLES.
2. SEE AD—TD-0010 FOR OUANITY OF LONG17MAL TIE—D011N STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOURRIENTS.
4. SEE AD—TD-0001 FOR ADDI1 M& REQUIREMENTS.
5.. ZONE 2/E)FOSURE 'C': 60' MA)MM HEIGHT
ZONE 2/EXPOSURE 'D': 44' MA)MM HEIGHT
ZONE 3/EPOSURE V: 40' MA)MIUM HEIGHT
ZONE 3/lEXPOSORE V: 36' MA)UM HEIGHT
SEE NOTE 5 FOR
VAIIIUI HTIGIT
,\STEq ; vF2 �,, • — —
>: Q� No. Fa
ENE8703571
S T� VA
%F • o a .. v� • REF. CALCS:
3Y
INC
N097M Gums IMP,DATE REV. LETTER
JACOBSEN HOMES THESE ST'ECfICATMS AND DRAVA= ARE C.L.Y. 3-27-95
ORIGNAL. PROPME7XV. AND OONflOfM & DRAWNG TITLE:
P.O. BOX 368 MA71ERIALS OF JACOBSEN MANUFACT"r, FIGURES 1.0 AND 1.1
Ri_ SM NAIEIGALS ARE PROMM TO TIE
SAFEPHOAR( 13) 72 -1138 695 � �Wat U& APUR� sM IuMM DRAWING NUMBER AD-TD-0011
32
Ii
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION I I
SHOWING 11EDOWNS IV. RM
A 101M M E (BEEF 1011 P) ANOIat ma (SCE NOTE IE)
FIGURE 1.1
camBAsEDo;95iw�-ffmmmn96•Him smAus)
I. SEE AD-7D-0010.7 FOR SPAW TABIFS
2 SEE AD-1D-0010.1 FOR QUANIW OF LONOIAIOIAi lE-000I STRAPS REGIARfA
a SEE OTHER DETAILS FOR B MNO M) QUANM AND OTHER RIDIAREHEIM
4. ISEE AD-7D-0001 FOR ADDITIONAL RMUDlEYEH78.
5. ;ZONE 2 V: 67' MANY HOW
zw 3/EITP057NSE V.- 56• YAMIW Mff
6. �Ifm ANCHOR ANCIE SHOMN ON AD-ID-00 0.1 CANNOT BE A01M,
INSTALL AN APPROVED STAMM PLAX
008ppi9ffOfff
00
E 1US.F�
a
oil
�s�sS'p�A4 ®p�,000
Sif IM 5 Tai
YA>a1N TBOR
APPROVED BY
ONOO P
.hm 16,2009
INC.
FEDERAL WINIFACIINED HOME
CONSTF UCUON AND SAFEN STANDARDS
F. CAMS:
C-TD- 215.01 - 215.20
JACOBSEN HOMES NOTICE Imm MIT.
nEFSE lUiiGUM Alm. DRAW= ARE
M.T. 06-04-09
PRjW
�! wA°1B>uEsaeoUE1 w A DRAWNc 7111E
P.O. BOX 366 W- SM UAMW AK MOM.70 FIGURES 1.0 AND 1.1
SAFE HONe (813)FL726-D1i3s646s5aI1fcBmA WAooBISE DRAWNMUM AD—TI7-0011.1
-2d2
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE 1I & III/EXP, C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. OTY.
ANCHOR
YIN. otr.
MOOR
WIDTH
EA. END OF
ANGLE
EA. END OF
ANGLE
O V
EA SECDON
YIN. a
EA SECTICN
YIN. 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
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
315D#
40'-50'
LONGITUDINAL TIE -DOWN SPACING, TABLE
(�
MIN.
WIND ZONE it
WIND ZONE III .
YIN. OTT.
ANCHOR
UK OTT.
ANCHOR
v
FLOOR
WIDTH
EA. ENO OF
N
EA END OF
MN
0
EA SECTION
YIN.. A
EA, SECTION
MIN. e
12'-0'
2
64'
3
41'
12'-0*
3
31'
4
33'
13'-4'
3
42'
3
1 55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONC
DBL HEAD
ANCHOR ANGLE
SPAONG
DO- HEAD
ANOIOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
1
12'-0*
6'
5'4
31501
40'-45'
4'-0*
31509
40'-50'
13'-4'
V
5-4'
31502
4O'-50'
4'-0'
3150§
1 40'-50'
NOTES•
ENQ ``EERY`` 0�
DAPIA APPROVAL
1. SEE AD-TD-ODDI FOR ADD17IONAL REQUIREMENTS.
�.�Q� •GAS TER'. �F''�,,
a �; •Q� Fo' ��
APPROVED BY
�M,
No. .2
2 SEE AD-ID-OOU FOR MAXIMUMMAXIMUMPIER 1ffIGHTS REQUIRED FOR THE LOADS
TMLU70 ABOVE.
ENE8703571 =
' 5 �p
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
* -
I N C
4. ABOVE TABLES APPLY TO 150* FLOOR OR 144' FLOOR TNDTHS YATH 95 1/2'
�0 ; STA F
:' 4� .
rt�Iw Wwu
msltina�,osvtttsvlloVoe
I -BEAU SPACING, 96' UAXIMU11 SIDEWALL HEIGHT AND 6' NA70MIUM SIDE
OVERHANG MAX EACH SIDE OF UNIT)
ol
OVERHANG (6'
ti . • (� ``�
JACOBSEN HOMES
NOTICE: 'AAff!III
71415E VEOCICATS D DRAW= Ali
NaAN
1111` 0 '
CLY.
DATE:
1 5-30-95
REV. LEnTR.
P.O. BOX 368
CF40NAL PRQMIW AND CGNIDEN11AL
MATERIALS DP JVAOSEN WNffACrAaNG
OD 70
DRANNG TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
Kaye T fcR swCM S�A�O KW �
ORAWJTG NUuBER
PHONE (813) 726-1138
jvT C4K1at 'A No SECRET LRCM oTNI1s
AD-TO-0012
34
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AO -IV -WIZ IABE PER AD-70-0012 TABLE PER AO-ID-0012 TABLE PER *-W-W2 TAULL PER AD-10-W12 ULU MAL.
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE 20 FOR ACf ITE TIE -DOWN iMD
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN NMI)
NOTES: S:
1
L7D-0012 FOR SPACING TABLES AND NOTES.
1. SEE
2. SEE
TD-OD12 FOR OUANTY OF LONGITWAL TIE -DOWN STRAPS REOUIRED.
3. SEE 0
DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REWRE1E1M
4. SEE
LTD -cool FOR ADDITIONAL REOUREIIENTS
-5. ZONE 24,;RE
RE V: 30' MAXB�UM HEIGHT '
ZONE 2RE
V: 48" MAXIMUM HEIGHT
ZONE 3RE
V: 28' MAXIMUM HEIGHT
ZONE 3
'D': 60' MAXDAUM HEIGHT
SEE HDTE 5 FOR
MAXM HUGHT
No. 9F6�2
ENE8703571
Fn_ OIP►G\�
DAFIA APPROVAL•
APPROVED BY;b,,,,
0 000r
N 14 JAN 9 #
INC,
FiUm,, KftFAC11MNW
W=NIG =NOSAFERQAlalw
Ili
JACOBSEN HOMES
NOTICT�� "'UN
THESE 1660#o
LDRIWN�If!'
I.WT+�` C.L.Y.
DATE
5-19-95
REV. LETTER:
P.O. BOX
SPEWCATMS AN Ca;T
ma+AL PRoPmETART'. A►� ooH MTK
MATIItULS OF WOM UNWAMRM
DRAWING TITLE FIGURES 1.2 AND 1.�
„
368
OTC. sm MATERIALS ARE PRmo TO THE
SAFETY HARBOR, FLORIDA 34695
REOMff FOR VaX ROM NO MIM BE
DRAWING NUMBER:
PHONE (813) 726-1138
OUT CONIOE nk AM SEaV HU ONM
AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
NOTES: '��AO�_ \S E _':o /i��i DAPIA APPROVAL•
1. SEE AD-TD-0010 FOR SPACING TABLES �.'��'G No.RF0'? APPROVED BY�
2. SEE AD-TD-0010 FOR QUAKITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. z ENE8703571 c 5
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS = �• aJN 1
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTSON INC
C •• !/ � I v
%, ••tiDiAN�'V\ �.� mane,Ra,.osvt„swans
S
A`liE�
NOi7CE: DRAWN BY: DATE; REV. LETTER:
JACOBSEN HOMES THESE SPEOnCAnONS AND ORAWNGS ARE C.L.Y. 5-19-95
■ ORIGINAL PROPRIETARY. AND CONnDENIWL DRAWNG TITLE-
P.O.
MATERIALS CF JACOBSEN MANUFACTURING FIGURE 2.0
„ P.O. BOX FLORIDAINC. SUCH WAXPJLS AK PIWDED TO THE
SAFETY HARBOR, ORI34695 RE00"T FOR SKCi1C P,PPOSFS AND YUSi BE DRAWING NUMBER -
PHONE (813) 726-1138 IQPT Cofdl)EiInAL k0 SEOV n= DTto& AD- TD-0014
36
ADDENDUM
ALTERNATE TIE —DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE NETT OF WAIN FRAM--
TIE -DOWN STRAP
SEE OTHER 11AQS
FOR TIE-DONN MAP
SPECIFICATIONS
APPROVO ANCHOR WELDED TO
►LAIN I -BEAN (SEE OTHER DETAILS
SEE AD-TD-020D FOR FOR WELONG) TO BE INSTALLED
RADIUS CUP DETA•LS AT Ilf FACTORY.
(REOUIRED THIS LOCATO). (WIN. 3150] WMNG (DESIGN] LOAD
AND 47251 ULTTNATE LOAD.)
e° GROUND ANCHOR
SEE OTHER DETAILS FOR sim
— U— ANGLE AND OTHERS. NOTES
- I I 1� I
FIG URE 2.1
SOLID HEADER (CROSSYEIIBER)
3- X 3/4' (_ 1/2)
FRONT VIEW
.MUST BE LOCATED
CUT INTO HEADER LOCATED
1BVUS 5 OF
FOR STRAP ATTACM01T. OF MAIN,
(FACTORY CUT) CITH1.4 I
P.tot SEE AD-T}0200 FOR
RADIUS CUP DETAILS
I
I
SEE AD-M-C203 FOR
RADIUS CUP DEULS
(REQUIRED THIS LOCATION).
I
(REQLM THIS LOCATfON).
TE-DOWN STRAP
SEE OTHER DETAILS
SIDE Y.E1Y
FOR TIE -DOWN STRAP
SPECIFICATIONS.
GROUND ANCI+OR'
OTHER DETAILS FOR SZE,
e
/SEE
AVGLE AND OTHER INSTAL1ATlOH kG7.5.
1. IISEE AD-TD-0010 FOR SPACIVG TABLES
2 ISLE AD-TD-001O FOR OUANITY Of LONG17UDIAL TIE-D01W STRAFS REOU;R D.
a I6 OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OILER REOU',RE11E1TTS
4. SEE AD-TD-0001 FOR ADDITIONAL REOLAREIIENTS.
FIGURE 2.2
i•
vlr'\1 :' �•Ir
IONA
,Liao BRACKET AND TIE -Dow
DEVICES ARE CERTIFIED BY OTiM
DRAWN BY DA— clu if
7j JACOBSEN HOMES
P.O. Box 363
N SAFETY HARBOR, FLORIDA 34695
PHO64E (813) 726-113B
Noncm
wx SA[OmoutS AN.1 CRAWO AM
aRICNAL. FICREIARY. AN7 COfWMJ:
1AMMS Or 'AC SEN YMLFACTLOW
HG SUCH YAVECFIS'AF[ = Am iD T,4
EynD,i !a s�tonc: nrs0'sB Am Ytst E
AVI cOhnumAL AN] mw Flu Omm
. C.L.Y.
6-13795
DRANMG TITLE:
FIGURES 2.1 & 2.2
ORAwN:. NWBER:
AD-TD-0015
J
37 '
LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAN
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED) /
GATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURERS INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
NOTES: DAPIA APPROVAL
T. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A P ROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL 15.20
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. INC.
FALMIANUFACTLIRED HOME,
CONS rRUCTION AND SAFETY STANDARDS
NOTICEDRAWN BY. DATE: REV. LETTER:
' • JAC O B S EN HOMES THESE SPEORCATIONS AND DRAWINGS ARE M.T. 6-12-01, •,
ORIGINAL, PROPRIETARY, AND COhMDENOA. DRAWWG TITLE:
MA7ERIAL5 CF JACOBSEN MMNUFACWRING
P.O. BOX 36e• WQ 9JCH MAFENMALS ARC PRIOMDED To THE . LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR, FLORIDA 34695 RECAFMT FOR 9Wu PURFM AMO MUST BE DRAWING NUMBER: AD-TD-oD16!
PHONE (727). 726-1138 *A COODEMOUL AND SE00 FROM OTERS H
38
ADDENDUM �s
OFFSET UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
II
LONGITUDINAL TIE —DOWN. SPACING TABLE
I
MIN.
WIND ZONE II
WIND ZONE III
InH. QTY.
MCHOR
WK OTT;
mom
FLOOR
WIDTH
Ek DO OF
Mu
FA 00 OF
Aw
III �Os
��
EA SECTIDN
UK Be
EA. SE mR
WL 0
10'-0'
2
44'
2
56'
II
III
12'-0'
2
57'
3
427.
II
13'-4'
3
38'
3
50'
II
VERTICAL TIE —DOWN •/ FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE U
WIND ZONE III
SPACING
DL HEAD
LOAD
ANCHOR MU
SPACING
DL HEAD
LOAD
ANDIOR MaE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0'
12'
4'-0"
31501
40'-50'
4'-0'
31501
4V-50'
12'-0"
12"
4'-0'
3DO01
40'-50'
4'-0'
31501
40'-50'
IIS-4-
12'
5'4
31501
40'-50'
4'-0'
30001
40'-50'
I'I
II
LONGITUDINAL TIE —DOWN SPACING TABLE
.
II
MIN.
WIND ZONE If
WIND ZONE III
w OTY.
ANCHOR
UK oTY.
moo
III
FLOOR
WIDTH
Ell EM OF
ANGLE
EA. END OF
ANGLE
II ��
Ell SECTION
UK B
EA. SECT N
UK B
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
II
II
13'-4'
3
58'
4
48'
IIVERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DL HEAD
Low
ANCHOR ANCIE
SPACING
DLHEw
LOAD
ANCHOR ANGLE
(MIN.
FLOOR
WIDTH
EAVE
OVERHANG
110'-O'
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-5v
j12'-0"
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
i13'-4"
12'
4'-0'
3065,1
40'-50'
2'-8'
I
40'-50'
0'Es:
ENa`�� -C'vn`DQFF A
iZt5VLD BY
1. I FSET SECTION WITH THE MARRIAGE TINE WALL EXTENDING BEYOND THE ENDWALL OF
�``� ••'�j\5 T rp � . �
REVISED
E ADJACENT SECTION MLIST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
Q 7 3
•
TH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
.h'... -
SAP 0 9 1
TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). ;
i
ADDITIONAL
;•
T * �.
"Cf `•
INC.
2. II E AD-110-0001 FOR REQUIREMENTS.
�,
�q,
3. AD-M-0021 FOR MAXIMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED
OVE.
��'�'•1�9 r:'��� FED
�i� F
''jv�� CO
RAL MANUFACTURED HOME
STRUCTION AND SAFETY STAND
it
i� c%+''
II
J AC 0 BS E N HOMES
NOTICE '�+,rn,
>asE sKanuTmNs AND DRAWIM ARE
I �Lrt R.R.
oATE 8-27-96
�v. LET
■
`.r P.O. BOX 366
OMONAL. PROPPJETARY. AND CDOIDFJNTIAL
MA1ERIALS OF JACOM MANUFACT 04C
Q
u
DRAINNG TITLE.
OFFSET SPACING TABLES
li SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
KOPIENf r(R PEOM PJMM NO WAY K
PVT C0WWI q AM S!L70 n MW OrrM
ORANING NUYDER AD-TD-0020
16
ADS.
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
ti
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIR-DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXDNY lollil
ANGLE =I
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE M-DON METHOD
[TAMES ON AD-TD-00201XZ H4I APPLY
TO NN STMDARD IA1LT1-NUE SEC1IOt5
OF K UNR -SEE NOW I. AD-TD-W20.)
TIP. FLOOR SYSTEM' TIP. CROSS-l&l>M
ANCHOR Mal MNM AN(;<E - 4- 1,
FIGURE 3.2
VWV, ig eq$ �i,_ ALTERNATE TIE -DOWN METHOD
I
ENq 1ltOVA); ,"uFO '�i� DAPIA APPROVAL -
NOTES:.
.`� \STF ''y
1. SEE AD-M-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �.: ��G NOF .RFo�•2 '-; APPROVED TD BYE
2. SEE AD--0020 FOR WANITY OF LONGITUDIAL TIE -DOWN STRAPS REOUIRED.
(OFFSET SECTION ONLY) ENE8703571 =.
3. SEE OTHER DETAILS FOR BLOCIdNG (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REWIREMENTS. � 9 :• � I�%�
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HQgIT % ��'• /. •�� ��� 7kTcp;
��y
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.) �ii ••• ttAA• •' �� ��� R�ctIONAADSAF{>YSDVLNRpp
ZONE 3/EXPDSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.)
NOTICEk DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SPECInCATIONS AND DRAWINGS ARE C.L:Y. 5-11-95
„ MAITMALS OF JATCOM MA?WACTmNG DRAWING TITlF A
TY P.O.BOX 368 INC. SUCH MATERIALS ARE FRONDED TO THE F1G. 3.0, 3.1 & 3.2
SAS HONES (813) 7261D1384695 z CKEPT CWWTLALAND IOU
ANDn= OHM DRAWING NUMBER: AD—TD-0021
40 '
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-GOhy SPACINGS
FIGURE 4.0
jj SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
�LquLuuuap
140TES. ``Fr OV �. �i��� DAPIA APPROVAL'
i
1. SEE AD-TD-D020 FOR SPAC-51S, iA%ES (OFFSET SECTION ONLY). ��:QZ%-. APPROVED BY
2 SEE AD-TD-0020 FOR OUANITY OF IONGIIUDIAL 71E-DOXN STRAPS REQUIRED.wa
No. o •.
(OFFSET SECTION ONLY) _ NE8703571 - •wf 5
3. SEE OTHER DETAILS FOR ELOOrtiC (PIER) QUANTITY AND OTHER REOUIFip@ITS. _ ' _ •N"
4. SEE AD-TD-ODDI FOR ADDITIO►:AL REQUIREMENTS QI• INC
�'c�; ••/�QIA� • �� �` tAo�R+c�o�NoswsTTsvrcwq
„
JACOBSEN HOMES
P.O. BOX 368
NOMD
THESE SpEOnCUTIGIs AND I1RAumm ARE
OMONAL PROPREIARY• A aR Kaxl Al
MATERIALS OF 4%CWSD1 MAMSAC11JUr
TTRAYM BY:
C.L.Y.
DATE:
5-11-95
REV. LETTIR
DRAYANG 11TIL
FIG. 4.0
SAFETY HARE:-.R. FLORIDA 34695
Kcp1KT Fat SKCFX pRP Rp WSY
DRAWING NUMBETt
PHONE (213) 726-1138
PVT CWMTK Me Rmn nmu mmm
AD-TD-0022
411
gto ADDENDUM , � AQ;g�
ALTERNATE UNIT TIE -DOWN SPACING TABLES Stt
C & D
ZONE II & III/EXP.
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. On.
ANCHOR
YIN. On.
ANCHOR
r 1
FLOOR
EA END OF
ANGLE
EA END OF
ANGLE
YWIDTHEA
SECTION
YIN. B
EA SECTION
YIN. 6
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'4
2
50'
1 2
61'
26'-8'
2
55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE-DOlVN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL MEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0"
12"
4'-0*
36701
20'
4'-0*
39008
20'
12'
4'-0'
3100¢
20'
4'-0"
39501
20'
24'-0'
12'
6'-8'
4000I
15'
4'-0'
39501
22'
25'-4-
11'
6'-8'
39501
28'
4'-0'
3950#
22'
26'-8'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE III
iDHL On.
EA. END of
ANCHOR
ANGLE
YIN. on.
[A END OF
ANCHOR
ANLLE
ROM
WIDTH
Ell gcnoN
un1. a
E.A. gcT1oN
18N. e
20'-0'
2
50'
N/A
N/A
�O
24'-0'
2
70'
N/A
N/A
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
MAX
WIND ZONE II
_T WIND ZONE III
MIN
SPACING
DEL HEAD
A4CHOR MU
SPACING
0 OHHEEAD
AD
AN04OR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
20'-0' 12' 4'-0' 40001
20" N/A
N/A N/A
24'-0' 12" 4'-0' 40D0J
24' N/A
N/A N/A
25'-4' 12' 4'-0' 40001
1 N/A
N/A N/A
26'-8' 12* 4'-0' 1 40001
12T._, ,,,,, N/A
N/A N/A
ENpN�E11.• PAL' ��//'
�FO
DAPIA APPROVAL'
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
N0
2. SEE AD-TD-0031 FOR MAIOMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
;' ENES70-2571 '• =
;� ' ~-
ABOVL
3. 20 WOES -82" MAXDJUM I -BEAM SPACING ONLY.
✓ �
_
4. 4' MAXUIUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
� �N�4� `\�`.`�
_
.._........ -_.:..
N017C1 ""Rn
19R�xR+'
C.L.Y.
DATE
6-13-95
REV. LETTER:
JACOBSEN HOMES
THESE SPEdFICA1N7N5 AND DRATAMfS ARE
OIIONAL PROPRIETARY. AND WNIDt R&
ORI7" TITLE:
ALT. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
MATERIALS OF JACOWN mwAcnRwG
LNG SUCH MATERIALS ARE PRONDfD 70 TIQ
REOPtNT rORR 9ECM RAeM AM"K
DRAVANG NUMBER:
AD—TD-0030
PHONE_(813) 726-1138
UT WwmIRAL AND SECRET I'M 0MRS'
42
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
FIGURE 5.0
SITE FIGURE Ll FOR RECOMMENDED 72-DOER 01HOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXBIUM HOGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN. CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR IEITH A DESIGN IDAD (TORKING [DAD) RATING OF
4,000 POUNDS AND AN U13WTE LOAD RATNG OF 6,000 POUNDS MUST BE USED. AN EQUIVIIANT ANCHOR MUG THE ABOVE-SPECIFICAUONS WIDE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
SEE AD-TD-0001 FOR ADDITIONAL P.EOUOLEMENTS.
SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOVIREMENTS.
FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-TD-0030).
ZONE 2/EXPOSURE 'C': 33: MAXIMUM HEIGHT
ZONE 2/EXPOSURE •D': 27' MA)0►n.1M HEIGHT
ZONE 3/EXPOSURE 'C': 30• MAXSWM HEIGHT
ZONE 3/EXPOSURE '0•: THIS APPLICATION IS NOT APPLICABLE.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE 1NE—DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WWO ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0. HOWEVER, BY
INSTATING THE FRAME TIE —DOWN STRAPS AT THE 'OUTBOARD' I —BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE —DOWNS.
...noun..._
�- No,
ENES703�:T
NOTICE �I'IIt1 'ORAWN BY:
THESE SPEOFICATIONS AND DRAW = ARE
OMONAL. PROPKIARY, AND CnN►MTLAL
UATERIALS OF .IACOBSEN MANUFACTLFDIO
RY SUCH NAMUS ARE PROVM TO THE
RECPQR FOR SKCF)CPMtPM AND WS1 BE
KEPT COlffDENRAI MO SEmT FRCP onm
DAIS:
C.L.Y. 6-13--
FIG. 5.0
R. AD-TD-0031
I
43
ADDENDUM �g�s
1W5
R U S�'�'
Ed%1��0°"�
TIE —DOWN SPACING TABLES
ALT. OFFSET UNIT TIE 6
QQQ ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
M1t1
WIND ZONE II
WIND ZONE III
r V
S�Cav,
FLOOR
IMDTH
MIN.OTY.
EA. EA END
gCTIO((INT
ANCHOR
ANGLE
YIN. B
WIN.OTY.
EA END Of
EA SECiHCN
ANCHOR
ANGLE
MIN. O
0�
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
�1]4
25'-4'
2
45
2
58'
26'48
2
48'
3
370
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DO. HEAD
ANCHOR ANGLE
SPACING
� Ww
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
20'4
12'
N/A
N/A
N/A
N/A
N/A
N/A
24 4
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20`--30'
254
12'
4'-0*
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-0'
40DOI
20'-30'
.4'-0*
4000$
25'-30-
LONGITUDINAL TIE —DOWN SPACING TABLE
n
MIN.
WIND ZONE II
WIND ZONE III
v
FLOOR
MIN. OTT.
EA. END
ANCHOR
ANGLE
UIN.OTT.
EA. END OF
ANCHOR
LE
VADTH
EA SECTION
MIN. a
EA. gciaN
K
unL e
20'-0'
N/A
N/A
N/A
N/A
24'-0"
2
60'
3
45'
25'-4'
2
66'
3
48'
41'
3
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
W;ND ZONE III
SPACING
DBIL HEAD
ANCHOR ANGLE
SPACING
DEL �
ANCHOR ANGLE
FLOOR
EAVE
W►D1H
OVERHANG
Low
20'-0*
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12"
S-8"
40001
20'-30'
2'-8'
4000
20'-30'
25-4'
12'
4'-0' 1
40001
25'-30-
S-2'
4000#
1.5 -30'
26'-8'
12'
4-440001
25'-30'
3'-2'
40001.
15-30'
N0
ENQNEER`Ap��ygjllllll///���/
DAPIA APPROVAL
•���0��''
PPROVED BY
1. OFFSET sECnD11 MtH THE MARRIAGE LIRE WALL EX1EfANG BEYOND THE ENOWAu of
THE ADJACENT SECTION MUST BE TIED DOW AT THE MARRIAGE LINE N ACCORDANCE
��•.1``a���
O •• G\S '
'' •��
''.
VAIN THE TABLES ABOVE THE STDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
.0
R0 O
' -�
`UN 1 4
NIP
BE TIED DOWN IN ACCORDANCE ACCORDANCE TRTH THE ALT. SPACING TABLES (AD-TD-003o).
-
INC
2. SEE AD-M-0001 FOR ADDMOUL REQUIREMENTS
_ S.T
3 SEE AD-ID-0033 FOR MAMI IM PER HEIGHT REOLARED FOR THE LOADS TABULATED
i��.'• / (/ a�
y �� • :`/�
ABOVE
�Fa"';.'�\•
JACOBSEN HOMES
N0 77CE �ii� i=
TN x sKeNU1T,OMS NO aRA,MNGS'�!',
li� ,`a`a
a C.L.Y.
DATE:
5-30-95
REV. LETTER
ORATANG TITLE
ALT. SPACING TABLES
OM MAL. PROPMMY, AND Cptl1!>EMTM
MARRIALS OF JACOM Mm"Acumc
P.O. BOX 368
ME SAFETY HARBOR. FLORIDA 34695
LNG WCH MAVA" AK PROVW TO 11[
REOPOR fait WEem PWPnYS NO WS1 N
DRAMNG NUMBER:
AD—TD-0032
LLLU PHONE (813) 726-1138
PVT CWMTIAL MD mov lecv ones
44
HILL ADDENDUM
volt1 -g vo
�0 � CUB��"
o, N�, �ALTERNATE TIE —DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING DEDOWNS
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMIXED M-DOM Hl.1HOD
SEE NOTE 5 FOR
u"m NOga
ITAfS W AO-1D-0032 !t0 !DI AHFLT
TO 7» SGNOAip IAlll-ICE SrC106
OF THE Uxi1-gE MOTE 1, llD-iD-OO12)
TIP. itooR SMST01_7 TV.
A400 AQf ANCHOR ANON'
FIGURE 6.1
SEE ITGURE 12 FOR RECOMOM 17-DOiN ML1}i0D
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TW USING THIS TB;-DOlW CONFIGURATION A STW CREST PRODUCTS MODEL 57SH (TYPE 2)), AUGTJi ANCHOR i11}I A DiS1Clf LOAD (iORI@1G LOAD) PINNING OF
4,000 POUNDS AHD AN ULTDIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQIhVD.1AT ANCBOR MIXIING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MINUFACIURER W BE USED iN LIEU OF THE MU ep= PRODUCTS ANCHOR.
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCONG (PIER) OUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOWW SPACING TABLES (AD-TD-00201
4. FOR FIGURE &I SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010).
(ALSO SEE AD-TD-0020 AND AD-TD-0021)
5.1 NONE 2/EXPOSURE'C: 32' MAXIMUM HEIGHT
ZONE 2/tXPOSURE 'D% 24' MAXIMUM HEIGHT
ZONE 31EVOS1RE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EvOSNRE 'D'- 28' MAXIMUM HEIGHT
TALL WND ZONES AND IN BOTH EOSIM 'C' AND EWCWREHE ALTERNATE TE-DOWN METHODS SHOW1 ABOVE ARE ACCEPTAHOWEVEX BY
BLE FOR USE ININST INSTALLING THE FRAAE TIE-D01NIN SiRAPS AT THE OUTBOARDb,-KA1 TW MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED MEiHODS FOR INSTALLING FRAME TE-DOWNS.
�O? .6%STEq'' ,F'L
� No. Fo
.E:AIE87�357t _
,moo. sygS
JACOBSEN HOMES
THESE
sA+Nmunars I,,N,,,,,a„' „,;,,,, C.L.Y.
P.O. BOX 368
CMCNAI_ N'R/PRIETART. ANO OONNDDITIAL
MARMAu OF ;ACOggN MAHAIfACTUiWG DRAWING ITLE:
SAFETY HARBOR. FLORIDA 34695 .
PHONE (813) 726-1138
HUH: SUON MA1FRWg ARE MtOV TO THE
NET FQN S+iC� RS � YAT N DRAMANG NUMBER:
KEPT COWMT AL AND YOV ►RW onM
ROVED BY
NIP INC,
:u:.i..c:w vcwrns.Na�q
5-30-95
FIG. 6.0 & 6.1
AD-TD-0033
Ar
ADDENDUM
�C�Ogs ALTERNATE TIE-DOIYN SPACING TABLES
& D
ZONE II & III/EYP. C
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
ANCHOR
UK ott.
ANCHOR
`1
FLOOR
O
ANGLE
EA END I
ANC1EENDEA.X
SCRONWIDTH E
MIN. B
EA SECTION
YIN B
12'-0'
2
43'
2
55'
14
2
1
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN
MAX.
WIND ZONE II
WIND ZONE III
SPACING
D9
ANCIM ANGLESPACNG
CBI. HEAD
LOAD
ANCHOR ANGHE
FLOOR
EAVE
WIDTH
OVERHANG
L�
12'-0'
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
6"
5'-4'
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
i�
FLOOR
YIN. Ott.
EA. ENO OF
ANCHOR
ANGLE
YDL Ott.
EA END OF
ANCHOR
ANGLE
WIDTH
FA SECTION
uw. 6
EA. SECTaN
YIN. e
1 _
12'-0'
2
64'
3
47'
12'-0*
3
37'
4
33,
13'-4'
3
42
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAQNG
DEL �
ANCHOR ANGLE
SPACING
DEi. READ
lORE
ANCHOR ANGLE
EAVE
WIDTH
OVERHANG
12'-D"
6'
4'-0'
39501
25'
2'-8'
39300
20'
13'-4"
6"
4'-0'
'39601
25'
2'-8'
30'
THIS ALTERNATE APPLICATION REQUIRES4,,000 POUND ANCHORS
ENGrgpPRO� 11i4
DAPIA APPROVAL'NOTES
1. SEE AD-ID-0001 FOR ADDITIONAL REOLI MENTS
.�'���0�?G�STER
•'tf, F .
No. o
APPROVED BY
2. SEE AD-M-0036 FOR YADM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE
�•
z � 03571 �:
ENEg7
_ 37 _
ON A 0 1 519
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT.OR REAR.
�•
'•
INC,
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS PATH 95 1/2-
s 6 4 q
O�,'•, //`ice1 N ,•' �� ��•
*ftbw ®max
coaTr„aaArosvtnsww�
ND 6' 11A70MU11 SIDE
G, 96* MAXIMUM SIDEWALL 'OVERHANGG
�i��'''�t`sS/..t. ...• E�,�j``���
OVERHANG (66H
MAX EACH SIDE OF�LIN1T
NOTICE •fff
(YjIAM :.
C.L.Y.
DATE
5-30-95
REV. LETTER:
JACOBSEN HOMES
THESE sPEanCAu-s -D DRA-a AFC
OMONAL, PROPRICTARt AND CONFWT1AL
dACOBSEN UNWACTANG
DRAWING TITLE:
ALT. SPACING TABLES
P.O. BOX 368
MATERIALS OF
RIG SUCH MATEW.S RIAPRW= TO THE
DRAWING NUMBER:
AD- TD-0040
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REOPEN FOR SPECFIC RNM kO ruST BE
IVT CpF10 ROL NO sasT rF= OMn
46
V0 ADDENDUM
000 ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
AKIN mu
FIGURE 7.0
SEE FIGURE L3 FOR RECON NDED 72-DDVN KMoD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXWY H71HT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TIE -DOWN CONFIGURATION A M E CREST PRODUCTS YoDEL 57SH (7TPE 21 AUGER ANCHOR in A DESIGN IDAD (IORI c LOAD) RATING OF,
4,000 POUNDS AND AN ULTDIATE LOAD RATING OF B4ODO POUNDS MUST BE USED. AN EQUIYIANT ANCHOR IdLM THE ABOVE SPECIFICATIONS WIDE BY
ANOTHER MANUFACTURER YAY BE USED IN IZU OF The STYLE CRISP PRODUCTS ANCHOR.
I. SEE AD-TD-ODOI FOR. ADDITIONAL REOUIREMENIS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) WANIITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-OD35).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/FXPOSXRE 'D': 28' MAXIMUM HEIGHT
ZONE J/EXPOSURE 'C': 28' MAXAIUM HEIGHT
ZONE 3/EXPOSIRE 'D% 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE iE—DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN 807H EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER, BY
INSTALLING THE FRAME TIE —DOWN STRAPS AT THE 'OUTBOARD'I—BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOIAUDED METHODS FOR INSTALLINC FRAME THE -DOWNS.
STfA F'
Q No.
IAPIA APPROVAL:-
APPROVED BY'
IN A `5
LNG
JACOBSEN HOMES
N071C1;' ••a,,,It
T►UE SPECIRCATMS
;; yew•
C.L.Y.
DATE:.
5-30-95
REv LETTER
Mir
P.O. BOX 368
AN/ oRAwws ARE
dCfiNN. PRCPR IMY. AM OOIRLpI1NL
MAIFRINS OF .1ACOM MANL FACTU(M
Nc WCH MATI)tkS ARE PR0110ED TO THE
/�
H
DRAWING HE:
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
PERM FIR gmPJacOQS AND Mai K
lVT CffWlAL AM
DRAWING NUMBER
n
McRET mot Dip¢
AD-TD-0041
47
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' NCOME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL 'C'
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL L B'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP).
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
�C
DETAIL L C'
THIS TYPE OF PROTECTION MAY BE USED FOR
rT1q1�( TlA'� LONGITUDINAL TIE CONNECTIONS ALSO.
• 4V No.
910334
-0 STATE OF :'�
41
AND FlED OTHER
APPROVED PY
00or 6-v.
ON [I itm..
faml.mANUFACTURED ROTA"c ___
NOV 2 4 1998
JACOBSEN HOMES
NOTICE` '
TwsE sPECIFlCAms AND mAwz ARE
ORONAL PROPRIETARY. AND COMFWTIAL
4AMaALS OF .uCOBSEN MANUFACIlRTIFIG
DRAVM BY:
M.T.
DATE
11-18-98
REV. LETTER:
B
DRAWING TITLE:
MISC. TIE —DOWN
P.O. BOX'368
INC SUCH MATODALS ARE PROMOED M TIf
DRAWING NUMBER:
AD-TO-0050
SAFETY HARBOR. 'FLORIDA 34695
PHONE (813) 726-1138
REOMT FOR SPEWC PURPOSES AND YUST BE
FDpT C 41"TUL AND SECRET FROM OTNERS.
g8
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II&III/EXP.C&D
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR U+. QTY. ANWOR InH. oTY. ANOtOR
WIDTH EA END OF ANGLE EA. DO OF ANGLE
l�yo EA SECTION unl B [A. SEcnDN uDl e
30'-8' 3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
��
OVERHANG
WIND ZONE p
. I7ND ZONE III
SPAONG
,�
LOAD
A400 ANGLE
SPAONG
OIL WA
LOAD
ANOfOI ANGLE
'111
30'-8'
6'
6'-9'
31501
41-46
5'-5'
31501
44-49
I
i
I
it
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
MIND ZONE 0
WIND ZONE Of
MIN. OTT.AHO10R
EA END OF
EIL SECTION
ANGLE
MIN. B
uRl QTI:
EA ETD OF
EA. SECDON
molt
ANGLE
L@L O
36-8,
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE U
WIND ZONE IU
SPAONG
DBL HEap
LOAD
ANOICIL ANGLE
SPACING
D LOAD
ANCHOR ANGLE
30'4
6'
4'-6-
31501
46-50
4'—O'
31501
49-52
REF. CALLS. C tif} - of ¢ • o -
...unuuA...
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
(TABULATED ABOVE
VANDZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L.
rU% ArMVrPW 0 s im
APPROVED BY
0 00or
N 14 INC
ROEaAI WWI//ilYFEO/0iE
IL
_ _ � CO411�1C10t1iuOWcTTSTN0410f
I
JACOBSEN HOMES NOTIC AWN BY: DAIS REM. LETTER
TITESE �EanutTONs AND DR11TR10$ ARE M.T. 2-8-99
I . ORICINAL. PROPRIETART. AND CoraTOENTIAL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSErT YANIfACTURINC NORM. SPACING TABLES
i �I 726-11 INt Sva YATMALS ARE PRO%Ko TO THE
SAFETY HARBOR, FLORIDA34695 REMENT fOi SKCM RRFM Alp YAT CE DRAWING NUMBER: PHONE (727) 26-1138 I¢PT c ffwDmAL AND 100 raps onus AD—TD-0070
•Q No. o '•. '
910334
,CI.•`�111 AIDS_ •• .7Q•v`
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PtR AD-Io-WW ImL FU AD-0-Mg IAHI PER W-W-UMU IAME nx AD-w-mv U61E PER 0-1&-Mg TAKE MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET AN= HEAT
6 IN F�R011
OF UPS
FIGURE 10.0
SEE FIGURE 20 FOR A6'I1At1EA1E M-DOWN K=D
f lu V 1161J IV. 1
SEE FIGURE 50 FOR JLTWA1 M-110IR 1fEf110D
REF. CALCS. /W A,
111111.._�'" "
NOTES:
1. SEE WM-0070 FOR SPAM TABLES
2. SEE AD-TD-0070 FOR OUAIRTY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOMNG (PER) QUANTITY AND OTHER REOUREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUREMENTS.
5. ZONE 2/EXPOSURE V: 56' MAXIMUM HEIGHT
ZONE 2AVOSIK V- 40' MAXIMUM HEIGHT
ZONE 3A*%URE V. 56' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: /0' MAXIMUM HEIGHT
�:
910334
* ooe
�•. STATE OF �Qj
P' N
JACOBSEN HOMES IMM SKCM;M MAANCS ARE
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL ri
P.O. 80X 368 MATEIMS OF JACOBSEN YANUFACTIIRNG
INC. SUCH MATERIALS ARE PRDYM TO TIEpl-H SAFETY HARBOR. FLORIDA 34695 RECfDR FOR SPEW HNPOSE5 AM MUSTBE
PHONE (727) 726-1138 1 Iarr CM&DOM4L AM SECRET FROM OTHERS.
Is SEE NDIE 5 FOR
MAX0AIM HEIGHT
N
DAPU
MANDZONE III
(11O MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
INC.
MEIW. w11AIFAC1UVPf D IaIE
mj sTwt mMos41iTrswoNNs
is 6 _04
REV. LETTER:
M.T. I - 3-1-99
FIGURES 10.0 AND 10.1
AD- TD-0071
50
ADDENDUM.
NORMAL TIE —DOWN Ott
�l� �0
SPACING TABLES &.
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. WIND ZONE 0 WIND ZONE III
FLOOR lax oTT: ANCHOR uw. oTT: AHa1oR
WIDTH EA DID DF ANGLE EA DO OF ANGLE
EA. SECTION MIN. a EA. SECTION LBN. e
15'-4- . 3 45 3 35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX WIND ZONE II WIND ZONE IU
FLOOR EAVE
WIDTH OVERHANG �AdNc De`OO mom ANDS SPACING LOAD ANCHOR ANGLE
15'-4' 6' EACH SIDE 6'-10' 31501 40-46 5'=6' 31501 42-47
II LONGITUDINAL TIE —DOWN SPACING TABLE
I
II '
MIN. WIND ZONE II WIND ZONE III
FLOOR UPC OTT. ANM MIK oTY. ANm
WIDTH Ell END OF ANGIE EA DO OF ANGLE
O� EA. SECTION UK B Ell SECTION UK B
i 15'-4' 3 30 4 35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
I
MIN. MAX WIND ZONE II HIND ZONE lu
FLOOR EAVE D� HEAD WIDTH OVERHANG sPACINc LOAD m mQE SPACING D PHEA
AD
u+mm ARM
15'-4' 6' EACH SIDE 4'-6- 31501 42-50 4'-0' 31500 44-50
VWNDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. C w yi
'i 1111UIh!
.41 TES: D+p`N` R 0V Tll DAPIA APPROVAL MM
I. ! SEE FULL ADoENDuu FOR ADC'MONAL REOUIREMENTS. \
.�Q' STER
2.1 SEE AD-TD-0073 FOR MA)OWJM PIER HEIGHTS REQUIRED FOR THE LOADS QGN0. APPROVED BY
TABULATED ABOVE. 910334
3. i MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDCWALL NOT FRONT OR REAR. '
-� : STATE I P W a. INC
4. I ABOVE TAUS APPLY TO 184' FLOOR WIDTHS WITH 95 1/2. 4i
I I -BEAM SPACING. 96' MAXIMUM SIOEWALL HEIGHT AND 6' MAXIIUM SIDE
I OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT). �� _ .P..••"i��l��!'.c��
NOTICE / ""Oil I~BY: OAiI REV. LETTER:
JACOBSEN HOMES TKSE SKQFICA%ms AM ORANM ARE M.T. 2-8-94
ORKaNAL. PROPRIETARY. AND CIDIMNDAL DRAWNG TITLE
\/ P.O. BOX 368 MATERIALS or JAcoO56N UMVACTURL C NORM. SPACING TABLES
SAFETY HARBOR. FLORIDA 34695 W- 9101 MAMINALS ARE PROMDEo To THE
RECMF rat VEOTIC PURPOSE. AIO wit a DRAWING NUMBER
PHONE (727) 726-It38 t,MPT COtnKNIK uto SECKI IRON OHM AD—TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
NAX PER AD-TD-W2 IMU fU AD-N-WIZ IAtll.t nX AIYRFWIL IALU rut AL—w—wi[ 11OLL ru...r nrwc uui
FIGURE 10.2
SEE FIGURE 2.0 FOR ALTERNATE TM-DOTN METHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
s SEE NOTE 5 FOR
MAMW HEIGHT
N
F_ NPIIUII .yA(
OF LIofE (TTP.) FIGURE 10.3
SEE FIGURE 7.0 FOR ALTERNATE TDB -DOWN 10;'IitOD
REF CALCS
ENc 4, DAPIA APPROVA'
NOTES. �`�U@' ..G\STEgF�!
1. SEE AD-M-0072 FOR SPACING TABLES AND NOTES. � N0. o''•
Z SEE AD-TD-0072 FOR OUMOTY DF LONGITUDIAL. TE-DOiSN STRAPS REOUFED. 910334
3. SEE OTHER DETAILS FOR BLOCKIING (PER) QUANTITY AND OTHER REOIIIREMENTS �•� ' * _
4. SEE FLIL AWWN FOR ADDITIONAL REQUIREMENTS
-q STATEOF
5. ZONE 2/0�0611RE 'C: 56" MAXIMUM HEIGHT : ;f kr
ZONE 2/EPOSIIRE b': 56' MAAMLN HEIGHT
Z11NE 3/Er05LIRE 'C': 56- NA=W HEIGHT
ZONE 3"mX V.- 56- MAULPA HEIGHT
VANNONEIII
(110 MPH)
20 PSF ROOF
10 PSF ML
APPROVED BY
0orA
ON
lmm IrNAr<,f.71mmm INC.
oosnRlaar,rowelrww"
limx 4 04
NOTICE ...DEN-"r: M T. DATE 3-1-99
JAC O BS E N HOMES TwsE :PEN7RC nms AND mA ARE
ORMA. PROPRIETARY. AND COFUENMR. DRAW TITLE:
P.O. BOX 368 . 9" MATE31 My= TO THE FIGURES 10.2 AND 10.3
„ SAFETY HARBOR, FLORIDA 34695 REORIENT FOR SPECEC PIIr VE AND V= eE. DRAWING NUMBER
LllLj PHONE (727) 726-1138 *77 CONFOO AL AND TOM rF= onus AD—TD-0073
52
g�5
ADDENDUMtt
OFFSET UNIT TIE -DOWN SPACING TABLES S 11•
ZONE H & III/EXP. C & D
II
II
LONGITUDINAL TIE -DOWN SPACING TABLE
II
MIN.
WIND ZONE I
WIND ZONE M
II
FLOOR
MIN. QTY.
AN01OR
MIN. aly.
ANDIOR
�O
MOTH
Lk END OF
EA SECTION
ARGUE
MIL A
EJL END OF
Ek SECDON
ANGLE
MIL 9
12'-0'
3
47
3
61'
II
II
13'-4'
1
54'
3
41'
II
15'-4'
2
5C
3
41'
I
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
ICI
.
MAX
WIND ZONE I
WIND ZONE M
W
YNDiTH
EAVE
OVERHANG
SPAM
UL WA IAA
AN()i0R M IXE
SPACING
�. HEAD
Aia1DR ANaE
LOAD
12'
ILO'
'12'
5-0'
31501
40'
4'_08
31501
39'
13'
I4'
12'
5-0'
31501
41'
4'-0'
3000j
40•
12'
5'-0'
31501
43'
4'-0'
30001
42'
I!I
_
LONGITUDINAL TIE —DOWN SPACING TABLE
III �
�
MIN.
WIND ZONE I
WIND ZONE NI
BOOR
MN. OTY.
ANCHOR
MN. GTY
ANCHOR
III
I �O V
WDTH
EA EA END of
sECTaN
ANaE
MIL a
EA END OF
EA
IN. g
12'-0'
4
45'
4
60'
45'
3
60'
III
15'-4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MKjj
MAX
MIND ZONE I
No ZONE In
FLOOR
WIDTi
EAVE
OVERHANG
SPA=
ML We
Lm
ANm ANaE
SPACING
ML HEAD
Man mu
LOAD
12'-0Ij
12'
4`-0'
3150#
40'
S4
30001
3r
13'-4
j
12'
44'
30651
41'
S-0'
30001
39'
154I
12
4'-'
3065/
43'
3'-0'
30000
41'
NOTES:
i A 6 F - CAL.G5, C- f 0 - 1-6 ,PI- 16 , /L
ENGINEER ANTOM11118481pt REF. CALCL C — (/ - T 7' G -
1. OFFSET
THE
StClON MIN 1HE MARRIAGE LINE WALL ExTORDING BEYOND 1HE ENDWAU- OF
00
�� C`�`�.. • •. • •.. �Q '+s l 7� pl/
107H THf
SECTION MW BE TIED DOM AT THE MARRIAGE LK IN ACCORDANCE
� TABLES ABOII M SIDEWALL
�.�' � � ••�1'L�HFEC,q�,•.�.y+�, �'ff&)tD BY
BE TIED
SIDE AND 1HE ADJACENT SECTIOI ARE TO
bOYN IN ACCORDANCE 1W7H THE NORMAL SPACING TABLES (SEE AD-TD-oMo
'
FOR 12'
4� t IS-4' WDES, AND AD-TD-W7o FOR 15-4' WOIES}
•
JUN
2 SEE
1 SEE AD-
N-0001 FOR ADDITIONAL REOLWaIEIITS,
81 FOR MAW" PIER HEIGHT REOURHD
INC..
ABDYE
FOR TFE LOADS TABULATED
�'• OR10P••'p�rQ�`�,
•'••.......•••
LMANUFACTUREDHOME
JAC O B S E N HOMES
>Ir SPEGJFiCA1NIdOTICE:
WA +�' :
`
r r o � ��+1'III. T. DATE 6-8-04
7/
I P.O, EHOX 388
UNINAl, PRaPIIETARY, AHD DRAWNGTITLE
MATS OF ,ucoeRf„
W
7;7
OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
WT o01fROM& MO SE,OEI DRAWING
AD-M-0080
II _
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVING TIE -DOWN SPACINGS
FIGURE 11.0
Slz F[CB6B 4.0 MR ILiME TM-DO11N IWMD
S SECTION(S)
i MOW
ME 5 FOR
I M mw
(TABIFS ON AD-M-0010 ➢ -0 APPLY
A um SIAM" "l-ICE 4E00NS
OF 1NE MIT -51E I" % AD-M-OO&I
n? FLOOR SYSIElI-7
IF I— Ka mQE
ILA
MOW ME-4 �
FIGURE 11. 2 C , 7. al
os
OU FDB MMOM IDTrDDON ID WD
NOTES: M Xe .7lvlg) 0p �,: DIwu APaRovAL
` '" '' PPROVED BY
1. SEE AD-1D-00110 FM SPAM TABLES (OFFSET SEMN 0141.4 .�~• �-�'� , f ;�T t F f C � • �.�� da
2. SEE AD-11-00110 FOR QUANITY OF LONGIV IAL TE-0001 STRAPS REQURED. w J; ' C; F : �✓�
(aFFM SECINON ONLY) o. 00454
ISEE OM DErALS FOR 8LO0*G (PER) GUM11TY AM OTHER REWROOTS. - ,�UN
4. SEE AD-11-0001 FOR AMMONAL REQU ROBITS.
I
N C.
5. ZONE• 2/DPOIK 'CS 48' MAMA HIM9 9
ZONE 2/�06URE V: 40' MAXUJM HOW-36' FOR 12'-0' WIDE UNITS �i �•••• �� �� P .•q ERAL NUFAMIRED HOME
ZONE 3/E>0�061IFE'C': 48' MA>alUl HEIGHT-`. {�4�•,r�y�4 RUCTION AND SAFETY SWARDS
ZONE 3/E>Q'OSURE b': 40' MANOIIUM FiEtG)1T 'r. n .. r� r 'N
: wopw. M.T.
DATE 6-8-04
REV. LET04
JACOBSEN HOMES
7mm sFEol:ic im me ORAwm ARE
P.O. Box 36B
ORMN#4 PROPIIETARY, AM caEMnx
MAlE1 U OF JACOOM MMUFACMM
MAIM nTiE:
FIG. 11.0, 11.1 & 11.2
Pan
SAFETY HARBOR, FLORIDA 34695
01t 9001 MAlER1Al5 ARE FRONOFD TO THE
fWW FOR 9M KWO0 AND MUST BE
DRANK NUMBER;
PHONE (727) 726-1138
JVT a0fiiiHRAL M ME FROM GUM
AD-TO-0081
54
ADDENDUM
ALTERNATE OFFSET UNIT TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVANG TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
ENara� o�A -, Eq '•: e
1. SEE NOTES: i�T0-D080 FOR SPIUM TABLES (OFFSET SECTION ONL`� Q Q4 No. ��
2. SEE YD-oOBO FOR OUANITY OF LDNCIWN& TIE-DWMN STRAPS REMM. 910334
(OFF%T FFci ON ONLY) * vee
I SEE 0 DETAR BLOCKMIG (PIER) QUANTITY AND DINER REouwEN[NTi � e0 � $TAT`
CC-
4. SEE AO��RS FO
II -MCI FOR ADDITIONAL REOUgtEA1EN75. '
.9�����11DI.P►N.�V .
sef Colo. fir,,
G- so- 16 •Gi - 16. ��.
SECTION
y• } ;� IMF
n.
T {l
G:13s:� ti;rU SAFE! Y Sim :Cl�r;?;S
JACOBSEN HOMES TKSE VECIi1CAMSCFZ
A* DRANIM ARE ux""" Or R.R. DAft 5-9-01 'v Lt1R'pr.
ONNAL. PKIMIMY. AW COWMER MI DRANWC TIRE:
YAIMAC
IE MS OF JACOYSEII TUTI.10
pp 1I P.O. Box 368 YAW_ sm YA19s ARE PROMo[R TO 1� FIG. 12.0
SAFETY HARBOR FLORIDA 34695 ItE"I ►OR WIM FUMS MO YYST K DRAIINIC 1t
PHONE (727) 726-1136 16FT CONT MU NO SM FROM OTIM AD_TD_0082
55
ADDENDUM.G�R�s,
5E� & 'ON
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES p
tl
ZONE II & III EXP. C & 7
LONGIT
INAL TIE —DOWN SPACING TABLE
,�1
NqE
W ND ZONE N
WIND ZONE 19
WK QM
EI0 ff
moll
A
WK OTT:
EA. OFANIiE
AWM
FLOOR
WIDTH
socaon
L
MIa
EA. CDON
%
26'-8'
3
47
3
53'
3
57
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
I SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE 0
SPAON6
ML
MIM ANU
SPAIW
DB`i
OW
ANOIDR ANo
L11OOR
OVEEA%C G
,imolA
26'-8'
r
6'-8'
3150 j
40 -5(r
S'-4'
3150 j.
40'-50'
30'-8'
6'1
6'-8' 1
31501
40 -50'
5'-4'
31501
40'-50'
o
LONGITUbINAL
TIE -DOWN SPACING TABLE
MIN.
WNW ZONE I
W�1D ZONE YI
Or.
00 ff
rSECT"
AW0101I
k I ID Y.0
Ell E1AD ff
NUR
MaE
1
Ill
�(
WIDTH
L'
1!l a
Ell gcllON
1. 9
V�
26'—Ir
4
41'
4
57
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIL
MAX.
VA ZONE I
WIND ZONE I
oB1SUM- WAman
MOO
SPA=
°a- �D
1°AD
ANagt mar
FLOOR
EAVE
WIDTH
OVERHANG
I=
26'-8'
6'
T-4'
31501
40'-5(r
4'4
31501
40'-45'
30'-8'
6'
1 5'4
31501
4('-50'
4'-0'
31501
40 -45'
VANDiONE MI
(110 MPH)
20 PSF ROOF
10 PSF D.L
Off. CALM
NOTES:
EH AX: 'i
=;�,
:
DAPIA APPROVAL -
BY
=.% �� G�-(IFI(,`q )z*- y`
APPROVED
1. SEE m ADDE1 w FOR ADDITIONAL REDO1t INITs
: Na 0045484 ~ 4
2 SEE AD-a-M FOR MA) M PIER WIGHIS REMM FOR THE LOADS
-rN
tl
w
TABULATED ABOVE
INC.
�� Sys •.
FEDERAL MANUFACTURED HOLIE
, •,,.•
�'•� TFAED ENG•':'
us
cDr�sraucnoNAuL rrrrur4
.
xoW&
DRAIN Or M.L'
07-20-04
REV LEnER:
JACOBSEN HOMES
WINFIC►MSAMWANIMA
DRAr1NG 111E
108' FI(,'H 9DEWA LL SPAaNG TMES
aawAL mwft-thn AM Qw0m&
wMMIS OF AW09" WMfACii/aNC
l0 lE
P.O. BOX' 36B
SAFETY HARBOR. FLORIDA 34695
W_ Sia YAIENIILt ME N101�D
ta3iEMT F019Si1t PIN!06E3 AM9 W9 K
IQAf a>�oemK AIO tpu� mmw
DRAMNG NINIBER:..
AD—TD-0083
PHONE (727) 726-1130
56
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS .
ADDENDUM
TIE -DOWN SYSTEM
HE
I
MAX PER AD-1D-WO UM PEA AD -WOO TARE
PEA AO -WOO TARE P9110-2-M TARE
PER AD-D__mO MU
Will
FIGURE
10.0
TYPICAL CROSS SECTION
SHOWN MOWNS TIP. FLOOR srs1Dl
TV.05-low
WNOTESFAR
7
mum NF m
ANCIIQt mu
AMf1101I NINE--�
Su ANW"
ff '-
FIGURE
10.1
(110
20 PSF ROOF
10 PSF D.L.
IMF. c�lcz Ci 51/ — 1 S.Ogo off
ENO
NOTES:'. 'DAPu APPRovAI
1. SEE AD- FOR SPM:W TAE1i4 :i U ••'•CIF • , •
1�0083 APPROVED BY
2. SEE A -I&-OO,7 FOR QUALITY OF LONCITUDIAL TE-OOMH STRAPS REQUNED. .• G
3. SEE 0 OETAIS FOR MOCMG (PER) QUARIT1' AID OM REW:tE)na : a . , r
4. SEE FULLLAOOE?DUY FOR AW71ONAL REO IRELEJM
II i
5 ZONE 2/EXlN> V. J6' YAWN HIM ; •� ? INC.
� �.
ZONE 2 V. 27' YAXIFIUY FF]CHT 'y ,uC+, Q �� I `
ZONE J V' Ja' YAMW HEIGHT • FC `QR o
ZONE 3 RE b' 32' YA>aYllY F#1GHT ��� �J� '' �� moo° FEDERAL MANUFACTURED HOME
�i� T � O� N ,�� CONSTRUCTION AND SAFElYSTAWARUS
6. ALL ROILS ARE BASED ON 20' ROOF ANGLE YAIL --fli ��%: t � � j
MAIM � :B>r DATE `�' LETM
JACOBSEN HOMES >mm , PRwMM
�'� M.T. 07-20-04
w°s NO OMMMM D� �`"'T-lGIIRES 10.0 MID 10.1
P.O. BOX 36EI W_ SIOI 1AAMNS ARE PFAh= TO lE
SAFETY HARDM FLOMIDA 34693 AMFIN FOR SAC MOM NO O6T fF
PHONE (727) 726-1138 ITT OOIitDEMfAI AIO 9PCJlT F1>01 AD—TD_0084
y
ADDENDUM �aR
108" HIGH
SIDEWALL TIE —DOWN SPACING TABLES
ZONE II & III/EXP.. C & D �0
LONGITUDINAL TIE —DOWN' SPACING TABLE'
MIL WIND ZK 1 VIND ZONE 11
V
'(�
FLOOR WL an mm K on mm
WIDTH Ek 06 OF Aw EA 90 EF M E
ESL SEm 1K ® EA. WWI WL 9
23'-4' 2 58' 3 43'
3 45'
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
RN.
WAX
—
WIND ZONE 1
WIND ZONE I
OR
7AD7HH
EAVE
OVERHANG
YAM'
w
ANC ANQE
SPAOIC
DL�
ARMAItQE
23'-4'
6'
6'-8'
31501
49,
Y-4'
3150
45'
24W
6'
6'4' .
3150
49'
S'=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
IAN.
WM ZONE 1
1NND ZONE N
FLOOR
UK °1r.
AMU
NK ort
mm
WIDTH
E cr
AlfClf
EA DO a
ma
�U O
EA SECIIGI
9
YR 0
EA 5[CII01
YYl 1
23"-4'
3
48'
4
4T
24'-0-
3
5T
4
.45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
WIL
MAX
WIND ZCNE 1
WIND ZONE II
SpAaNc
OL H A�0
Lwa
ANQ10N ANQE
SPAOIIc
Gel" HERO
toes
ANOIdi ARGIi
FLOOR
WIDTH
EAVE
OVERHANG
2S-4'
6'
5'-4'
31wi
47'
4'-0'
3155q
43'
24'—T
Ir 1
S4
31501
47' 1
4'-0'
31501
4T
108" MAX SDEWALL HOW w omNE II/lu
(110 MPH)
20 PSF ROOF
10 PSF DL
REF. CALM
NOTES:
- a=� err
O , • '(1 •,9 '✓ •..
�
DAPIA APPROVAL'
APPROVED BY
1. SEF FULL ADOEHOW FOR A00140NAL REOU�(li
a
.
•- G�i ��•. •+
' +ON
Z SEE AD-10-OD06 FOR YANK P8 NEUM REQJM FOR 1HE LO y
TABULAIED ABOVE a
�'• {�i
• r.
Dec• 13,2006
d
�
-
iEDERAI YA1RifACTIREINC.
CDOSTMLTDR AMC SAFETY STANDARDS
•�zOF±�DY•
e
JACOBSEN HOMES
Tx VW�XWAM AM
e>: R.R.
0A1E' 11-28-06
' ` `�
DRA►WC A7Li
108• NGH SIDEWALL SPAaNG TARB
P.m Box me
�
Wi0f 1. r m."ImMum Aw WrWLru
I�ATSM OF A wRK1M
rrc arot wTtrns iuc nwwm To tK[
SAFETY HARBOR, FLORIDA' 34693
PHOKE (727) 726-naa
RMPO T IM SECJrkt Nv= AM Kff K
mT mxnwcaL me mm rna umn
DRAWC WMER:
AD-TD-0085 -
58
TYPICAL SIDE ELEVATION
SHOWING Ti—DOWN SPACINGS.
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
NSTAl1FD MIN A) o vol 1ER m
FIGURE 10.1
s Samsm
VAN" WMT
WTNDZONE 1/11
(110 MPH) •
20 M ROOF
10 PSF D.L.
1.
SEE AD-TD-M FOR SPAM TABLES
Ey ND1gtC"�^ '/
+�'� ' •' iir����
DAPIA APPROVAL'
.f)(:��
�
APPROVED BY
L
SEE AD-ID-M FOR GUAN Y OF LONMT lOAL TE-0001 STRAPS REOURED.
3.
SEE 010 DETAILS FOR BLOWX (PER) QUANTITY AND OnG RECIJREYENTS.
4.
SEE FULL ADODUN FOR A0011MAL REUREWIM
:
Dec 13 2006
INPIN
S
ZDNE 2/0FOAK-t- N' YA)QM HEIGHT
ZONE 2 OK T. 2r YA)5KN HDCNT
� �{
ZONE 3/ExPDRK V. 41- �IATDAUY HOGNT ' w
ZONE 3/bI►UM be 357 YAIDNUN Ip6NT
% " �
FEDEfUL t..Ntu
CONSTPUCIRDN AND SAFEW STANDARDS
6.
MI SPECIFUT06 ARE BASEB ON IT7 ROOF ANGLE MAX AND IW MAX+�
`'`C.-••, _.`T ••• ;/� 4•
♦lC�..J
JACOBSEN HOMES
�s wom �'�
T R.R.
��
11-28-06,.REVT
ii
■
P.D. box 360
,.
0=0L mcrAlum A19 cPrFLENTUI
MA1FjMU DF A"ODm wNDFAclAw
K UN YATU ALS ARE MIDW D TO THE
ORAMM 111LL '
FIGURES 10.0 AND 10.1
SAFETY HART CR. FLORIOA 34695
DMRwr lot aWM WOO AND ISM K
DRAWK MIYBER
PHONE (7I7) 726-1130
wrCOWUNIAL no *=anal osm
AD—M-0086
.
59
ADDENDUM
v%
(108 PIDEWALIP) $q
..&qts
NORALTIE[EdiN DBLES 0_,O_tvs1
NB
& &
LONGITUDINAL TIE —DOWN SPACING TABLE
r
41k.
AND zOKE e
w zakE Is
ft OTT
E
u
s
1D O
s
FLOOR
IOTM
gcn*
11k e
E� CCRk
Ik e
12`-0`
2
53'
3
40'
13 —4`
3
37'
1 3
46'
15-4`
3
46'
4
140'
VDRTIOAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLE
VN
VAX.
#ND ZONE n
00 ZONE NI
spk*
VAX Pa
NmT
A4ftE.
SPA*
VAX
��
APOR �,
FLOOR
$DTH
EAVE
OVERHANG
12'-0*
6F EACH Sol
5-4"
72`
35' TO 49
54
38'
45'
T3'-4'
a EACH SEE 1
5'-4'
80`
35, TO 40'
54
42'
45
15-4'
a EACH SK
I T-4'
80`
40'
54
46"
45'
LOWITUDINAL TIE —DOWN SPACING TABLE
ON.
ZONE II
IONE Ia
oTY.
Ek ScTI*
Y
ro
an
EA. SECDON
FLOOR
TM
QO�
e
12T-0`
3
44'
4
40'
13T-4"
3
52'
4
45'
15T-4`
4
44'
4
56'
VERTICAL TIE —DOWN / FRAME TIE —DOWN OPACIN4 TABLE
Ox
00 ZONE I
zONE a1
SPA*
VAX P8
, •
WA*
VAX m
AM AM,ODTH
FLOOR
EAVE
OymmG
12'-0'
6 EACH SEE
4'-0'
72`
37'
a-0'
34'
40' TO 45'
13'-4-
6 EACH SEE
4'-0'
72`
40'
41-0'
38'
1 40' TO 45,
15-4"
1 V EACH SEE
4'-0'
W
1 40'
4'-Ir
42'
1 40' TO 45'
NOTE: WHEN ANCHOR ANGLE FROV VERTICAL CANNOT BE
PH.CALM
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE 15 FOR FIOi,IES SET IN FLORIDA)
NOW,
E►� A , �C V1 •; DMiA APPROVAL'
�,�°�'(� ;��;:IY�<;:- -* APPROVED BY
1. SEE fuL FOR ADDITIONAL FEWREAiEFITS-
ADDE y
2. TABLE BASED ON ANCHOR jyORKIHG LOAD OF 3,150► A?p DuuoNAL nE To
GPPO M
a•.� : _t.� ', '• Mar 25,2008
_—�
Ir AINC.
3. VAX EAVE OVERHANG REFERS TO OVERHANG AT�SiDE*ALL Noi FRONT OR REAR
�{- FEDERAL rAl1UFACTUPED HOME
•:� v % y� CONSTRUMON AND SAFETY STANDARDS
4. 0y� TAliES APPLY TO 144' 16e AND 184' FLOOR � 1H 461/2•
1AA-e8BAY SPAOItC, for VWVLJ SOE*ALL HuGHT AND 6' uy DOE
�"" y
: i� •• : �:
OVERHANG (6' 01MMANC IIIAIL EACH SIDE OT *11
*1� �C'•.,. � r_:� f �
9 s7AaLmPLATES ARE OWTUMAL
SET FLOF6DA. � DW RIIlEON E1�5C. EFFECTIVEAL 2% 1999
� :F=�.'4�
JAG4B4OEN HOME,O
N00011: -1998
um SKCFOT� am 01 ATu
W. A�'TEEtARX T K
isaWgri
o.�.T.
DATE:
1z-11-D7
REV. LETTER:
DRA iG TITLE
P,O. 80x 368
�cr �ooesEH A�ffw�e
9lpt AtT: ARE aaoyAolFpD w a[
NORV. SPACING TABLES
DR G AD-TO-0097
SAFEPHONEE((727) 726 D 138 95
\�B®
�2Pa r Ttd}10FM>aAt Alp g TnidJ
bU
0
PIER
7149 L
SHEARWALL TIE
[ff. SA T. mm
m PER SHEARVALLS
(ALL 9TUAbW*
AE-Dom Rf pm
ADDENDUM
—DOWN/PIER
Cc" NOT it
"a am
REQUIREMENTS
ur. s/wv)-m
1". IN
m Pei s"W915
(ILL. i1TUAWQ
1
W"soI<
Fur at too
,a NOT[ 1 5EE Raw iv
SEE M3TE5 i ATE. k Q
P" iamb
ms Ve near
FIGURE 8, 0 FIGURE 8,1
THE MAIL AUUW IS SHOVi WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEYER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL IV VALUES.
xv ROTE 1 w "TF 1 A—
sa Pons 2 AND x Q A
Wo re 9mm
ms WAT10N ws LOGATTOK
xores: .. o�wA /r�tav/t:
�. TtE�oaFas T7 Ftse Aw►� TK-WW r W NAT or lowo im � �• PPROVED BY
Fm+1R a aw WM AM ow RT]YJ71LU AT eO
CK M IM Tu tt RATFp IUR Atl 1!<Tp4tlt UDAD 71�0 .,.• .. , .:; •�i
(sE Ao-io-'laovt (ro-ao+cN4 HOM] FLR NM ar OtO" � WTAt"T10�c� � _; - ��'� C: � ��
III . 1 ,F :� EB 10 2000
2. H4TH1 A PiR AT Va DO Cr M SttC� XMI XCM r l rw mm ocfA+WJ • e nG, lir NC
tm Fvxn AT UCH 00 Of adSfs RECUUM at y�-w.,, sTww Iaaa�a�eFrtil 910�34 � �
A vo IS WATED At"[ A SW tvm but ioo1T amm-mm`" 140 2 +•�— i
BE -Dow CK r4U ARE RCaMA (ALL 91c 94L Cm"UUW M ALL UM ERAL MANUFACTURED HOME
A10 AL [ � ;'o ' STATI` OF �- ICNSTRUCTIONAND SAFENSTANDARDS
JAC013SEN HOMES T,'mwf� R.R. 02-01-00 tank
CACNAL ftopmnwl A►iu ..
P.O. tox JEa WATMAks ar iti=M306 U-fin 5/W TIE/PIER REQ.
wErr NAReolt. FLOR10A ]/663 We 990 WTTAAtu NM
PHONE (W) 72Q-1138 ooirp t c o f rivao i N a i • oRAw++c HA(":
-- AD—TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEILNG WAY BE FLAT OR SLOPED
SIDE VIEW
1 11, X .OW IIE—DOWW STRAP
CONTINWJS ARLXW JOISTS.
END VIEW
350 PU' WAx1AUW SHEARWALL
DES'GV VALUE (PER WALL)
1 1/4' x ms' rc-^OMM STRAP
CONTINUCJS ARCJSD JOISTS.
NOTES: Z ? .'(o
E �( (P�IROVAL :� t/y •��
-
DAPIA APPROVAL
I- GUM AN010RS TO BE RAZED FOR AN ULTIMATE LOAD OF 47751 [3150 G�.m DESGII LOAD)
(SEE AD-TD-f 7D-fFNERAL Nola] FOR NOTES ON Gta11a AW>IOR I STJlLUlna1.)
:
_`
.:-�1 �
fappROVED �Bl�.� �
L KSTALL A PER AT EACH ENO OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3.
PON
*IEEN SfARnu IS LOCATED ABOVE A SOLID IE40ER (iUll TEIDiT CROSS-YDMR) NO
TE—DOYV STRAPS. OR PIERS ARE REOR M (ALL SHEARWALL CONRCURATION; ALL ZONES
'f
'
AND All DFO URES).
4- TE-DOLW STRAP REOUIRED AT EACH END OF JOISTS, ALL W SM CCWnDJRA710N5.
'.
�i 1i. ' '_.
^ : `
. •••' ,
'
1
I 1 v ".
s. CEILING S4OWN FLAT —OPT CATHEDRAL OR SLOPED CEl1NG MAY BE USED.
4. s,
6. WIDTH SHEARW ARE SHOWN DR DETAE•A80VE HOWEVER,
�.' : r `��
�i'; 4i�^�` ': ` .
/� lT I (j • I •: C• �
���!IrN11I�1111T',,`,`
iF�Elut uutis s; wT
M' `• ,.
G'fGTA,:i4k ArC Lt P-. w�.�b
OR HEALbs A.NY LENGTH
OR CONFIGURAl10N SHEARWALL WAY BE USED.
USED.
JACOBSEN HOMES
NOTICE:
nESE ARE
CRAWN BY:
R•RDATE
2-6-96
REV. LETTER:
SaECIIICATIM AND DRAWNGS
01IGNAL PROPRUARY, AND CMM!NDAL
DRAWING TITLE:
/ P.O. Box 365
2plqSAFETY HARBOR,-FLORIDA 34695
MAIERW_ JUS OF JACM594 LIARUFACTURNc
SIx31 ►IATERIALS ARE PROYM M THE
DBL. S W CONFIG. T1E—DOWN
PHONE (813) 726-1138
PEDMI FOR S'E= P5FCXES ADO VAT K
KEPT Mwv..NTLIL RO WMT nm oms.
DRAY. \ri NUMBER:
AD—TD-0110
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL 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 WADE RAFTER.
) APPLICABLE TO STANDARD
DIE WIDE TRUSSES.
qD VIEW
X .035' 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)
9ES: 'ENGINEER APPROVAL- DAPIA APPROVAL:
L UOIIrD ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD)
(S* AD-YD-GOON [1D-GDOAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. ,1ALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PEA THE ABOVE DEURS). APPROVED BY
3. IM Si ARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO df
RE', 001CN STRAPS OR PIERS ARE REOURED (ALL SHEARWALL CONFILURAMONS, ALL ZONES. ,
Att ALL EXPOSURES} r/p
4. TI ! D0-4.4 STRAP REOUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFlGURATIONS John C. Doeden, P.E.
5. i�LNG SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. ,
6. F WDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH 15133 G. R. 22
OF yCOUFICURATION SHEARWALL MAY BE USED. Goshen, IN 46526 oFaarAAYo+M""AV3A►MSw•.e,P%
7. D S DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
II NOTICE: DRAWN BY: DATE: REV. LETTER:
�i JACO BSEN HOMES THESE SPEOInG1ROHS AND DRAMM ARE'R.R. 4-09-96
■ OWQNAL. PROPRIETARY. AND CONFIDENTIAL DRAWING E: A
P.O. BOX 368 MATERIALS OF JACI)BSEN MANUFAC1U INC 699E S/W CONFIG. TIE —DOWN WG SUCH MATERIALS ARE PRONDED To THE
II SAFETY HARBOR, FLORIDA 34695 REOPDNT FOR SKOFX FTAPOStS AND MUSI BE AL DRAWING NUMBER:
u
PHONE (813) 726-1138 IVT MWMTNO SGRET nmw OMM AD—TD-0111
63
PORCH ANCHORING
DOUBLE HEADED 3,1',
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP IBLOCKS.
VANDZONE III
EXPOSURE IC
(110 MPH)
20 PSF ROOF
10 PSF D.L
,CALCS. c wq
7
N . M-'jpRQVAk-... DAPIA APPROVAL
PPROVED BY
NOTICE: DRAYM BY:
Fl= JACOBSEN HOMES 7KSE SFECMAMM AM DRAWNGS AM M.T
ORGINAL, PROPRUMy. MO COWMnk DRAVANG 71XE-.
DO-ED MATERIALS CF A=SEX MANFACRMC
P.O. BOX 368 NCS" WTETAALS ARE PRMM 10 THE
UNIFE] SAFETY HARBOR, FLORIDA 34695 WW rCR SPEOFIC WM AND My 01 DRAWING NUMBER:
PHONE (727) 726-1138 Wn CWMDMAL AND CFI,9'T FROM OMM
:EDERAL MANUFACTURED HOME
;0NSTRUClION AND SAFETY STANDARDS
DATE: 12-13-03 REV. LEM
PORCH ANCHORING
AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME ME
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
vo
APPROVED VERTICAL TIE -DC
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD)
CAS
s
ai
a
Vf
Fa-
W
VERTICAL TIE -DOWN �
TYPE 1, FINISH B. w
GRADE 1 STEEL STRAPPING c
1 1/4' WIDE h 0.035*
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
WN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP
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 34695
PHONE (813) 726-1138
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 'ON TOP OF• THE RADIUS CUP.
``,�11111111lIJ11!/!//�/
�1 C• Do
D?• �•�STFa
ENES70357•'•,
F
0'/0 AlAL
ANCHOR 9RACIV •AND TIE -DOWN
DEWLES ARE CERTFIED BY OTHERS
RY•
ND77C& nRAIA! .
THESE SPE0l1CA110N5 AND DRAUMM ARE
ORIOXAL PROPWETARY. AID CON(MTIAL
YATMALS OF JACOM MWAC1l: W
HC AICM MAWRINS ARE PR0110ED TO PC
RE0'DU ►CR TE= RCS AM WSI BE
W T CCMT] nk NO SEC O' nm OTTERS
C.L.Y
DAPIA APPROVAL
t
BY
M 1 5
INC
rExAN YwasAe+lAflON�IE
W6TRJLiEL Alos+uaT J�AIE�E>a
5-31-95
ALT. TIE -DOWN APPL. A
AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, -
IT MAY BE LENGTHENED BY USING A CRMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
Ab
r0
t
DIAGONAL FRAME TIE
I
ANCHORING EQUIPMENT _I
CAPABLE OF RESISTINGTHE WORKING LOAD
REOUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) f
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
IF NEEDED. USE VERTICAL
TIE -DOWN TYPE 1. FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4- WIDE k 0.035"
IN THICKNESS, CERTIFIED BY
A REGSTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
r
TT5
NOTES.
.�GE?�. :�
DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
Q' NO. .0
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
910334 I
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
w-D<�
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.��'.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
- ' STATE tic
,c•. N N . r •'
'ice F OIA •. �\
REVISED
102596
THE IS S THE USE
NG SYSTEM E(SEE ERADUS
`�.
'�
�i�ke
nIr
I1 ` C.
OFEEXTERNAL STRAPRE
OR CABLES CLIP).
A
f1NAI
LL
s nA.MANs.eTw�
cTD asTniCmN AND 41FE7YFPMW W
JACOBSEN HOMES
NOTICE
THESE sPECIT1CATIONS AND
DRA%14 -
R.R.
DATE'
REV. LETTER:
®
DRAW (S ARE
10-05-96
P.O. Box 368
SAFETY
ORONAL„ PROPRIETART. AND Ctt nDE)" k
MA►ERIALS OF JACOBSEN MNJTACIIANCALT.
INC. SUCH MATERIALS ARE PROND',D TO THE
A
DRAMING TITLE:
TIE —DOWN APPL.
HARBOR, FLORIDA 34695
PHONE (813) 726-1138
TrCR
IVT A MIC O5rR� �
ORAMNE; NUMBER
C W
AD—TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
Jf IOLUYN 'A- - - COLUMN '9�
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR b'
f COLUMN 'C' COLUMN b' -
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS
SEE TABLE FOR SPAN COL T: SEE TABLE FOR MAX SPAN FIR
J�H:QUYN 'E' - — I I�COLUNNy COLUWI 'G'�
SEE TABLE FOR MAXIMUM SPAN FOR COLUMN T'
'rYPE
OF MINORING
MAXIMUM ALLOWABLE SPAN
REO'D
(SEE AD-TD-0251,
AD-M-0252 ANO
COLUMNS 'A', 'C, 'D' OR 'E'
COLUMNS 'B' OR 'G'
COLUMN p
ZONE 2
ZONE 3
ZONE 2
ZONE 3
.ZONE 2
ZONE 3
AD-TD-0253)
iSEE N07E 1
EXP. 'C
EV. b'
EXP. 'C'
EV. '0'
EV. 'C
EV. b'
EV. W
EXP. b'
EXP. 'C'
M. 'D'
EXP. 'C'
EXP. 'D'
i 2 - 31501 ANCHORS
4Y-0'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
33'-9'
2Y-7'
43!-O'
29'-6'
33-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
W-9'
16'-10
11'-10'
21'-6'
W-9'
16'-10'
11-10'
I - 40001 ANCHOR
27-3'
18'-9'
21'-5'
15'-0'
27-3'
18'-9'
21'-5'1
IS'-0'
27-3'
1a'-9'
21'-3'
1S-0'
i
SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
ENQNEFR APPROVAL'
DAPIA APPROVAL -
APPROVED
APPROVED BYA
JUN 1 5
N114
INSTALLATION.
John C. Doeden, P.E;�.�...�,�»
15133 C. R. 22
INC
006�A C+D�wO3ME7T T�Yldlq
Goshen, IN 46526
NOTICE: DRAYM BY: I DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEMU11ONS AND DRAWNGS ARE C.L.Y. 5-31-95
CRIONAL, PROPw[TAxY. AND oowlDOHTIAL DRAWING TITLE:
MATERIALS OF ,IACOBSEN YANIJFACTURGHG
,� TITLE:-
P.O. Box 36s RHG 9ua VATERINS ARC PROYMM TO THE COL TIE —DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 RECKNI FOR SPECIX PURP M IYO MI K DRAWNG NUMBER:
PHONE (013) 726-1138 PVT OdFDO Rk AID 900 FZU OTHOM AD-TD-0250
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
FLOOR
=1Tr — I T 1—Trl
III -III
ANCi0RS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -WIDE
ATTACHED
ANCHORS
- .. a 11111111L...
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1 /4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
Q No. o
ENE8703571 ..
�. � �4fer 1►rl
F ..
%`,;�s/0NAL F
DAPIA APPROVAL•
AFF.=... VED BYE
Y� .11R�1 1 5
,Nl
ma wow wr INC,=
JACOBSEN HOMES
P:O. BOX 368
\/
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
_
NOTICE-K '��
Terse sPtonunoHs AND DRArHIs AK
O GINAL PKPK7MY. AND MlInDE111A1
uATERI1H5 OF JACOBSEN YANUFACI"G
NC Sua MATEIMS ARE PRONGED TO 1NE
yTCWWpeff TK NO q�� off
vRAwN BY:
C.L.Y.
DATE
5-31-95
REM. LETTER
/`.
/-�
DRAWING TITLE:
COL. TIE -DOWN APPL.
DRANANG NUMBER
Ao-To-ozsl
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
MARRIAGE LINE OF NULM-WIDE
FLOOR
VERTICAL THE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WADE k 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTIR STANDARD
SPECIFICATION 03953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
—
=I I I —
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR,IA (3150#)
DANA APPROVAL*
ALL ANCHORING EQUIPMENT SUPPLIED No R oO��'= PROVED BY
BY AND INSTALLED BY OTHERS- ON SITE. NE87 /-
ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- jUN 1 5 10
AT10N. � INCIP _
PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ����'. 6 4 �� I
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ell \`!'.•'•������ """""s„pgp�pyq
OF EXTERNAL STRAPS OR CABLES. '. '•••• y�
I NOTTCP „ �_ml BY: DATE: REV. LETTER
JACOBSEN HOMES rim SPW CMTIOIS AND MAU= AM C.L.Y. 5-25-95
� PRWWART. NO s IIAAATMc oaArANG ntlE: COL TIE —DOWN APPL.
P.O. BOX maNG am YAIOEIILs ARE PRW= TO TI[
SAFETY HARBOR, FLORIDA 34695 REom fa 9S17Y RIM NO w9 i ORAW NG NUMBER
PHONE (813) 726-1138 W1 O)swroL No MOST nm HATERS AD-TD-0252
69
-ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
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 REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULII-WIDE
FLOOR
VERTICAL TIE-DOW
TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' HIDE 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.
ATTACHED TO A
ANCHOR (4000#)
,11111111,
ENONEER _ CC. %in_'�i. DARA
ZV; G15T E,rr 11V'ccq�''•,
.P. PROVED 8No. BYE
�7 a -
in. JUN 1 5
NOnCE: '
JACOBSEN HOMES 1NM SPED 701S AND DRAW= ARE
A O
„ P.O. BOX FLORIDA
W- SUOI YA04&S ARE.FRDND® TO THE
SAFETY HARBOR, F 26-11 34695 Koppl FOR S ECIX AFMS NO RIST K
PHONE (813) 726-i l38 07 ONMU APO SEQU IROu OTIm
�' ���
rtouwr,rnr+ciu®IaE
Nc,
OOaTticlAilAroS+lfiii5911DYR
DATE REV, LETTER:
C.L.Y. 5-25-95
COL. TIE -DOWN APPL.
AD-TD-0253
10
ADDENDUM
184° WIDE COLUMN TIE -DOWN APPLICATION
I �COLUMNW - - - COLUMN��
JI
SEE TJMU FOR MW MU I SPIN FOR OOLUM NS 'A' OR
r -
•C'
COLUMN V
SEE TABLE FOR MW)OMUM SPAN FOR COLUMNS' C oR b' _I APPROVED BY
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL
INC.
FED MANUFACTURED HDPS'
RUCIMAND SAFETY STWIDAROS
11 MAR 0 3 1999
COLUMN 'r - I I COLUMN i - COLUMN 'G
Ir SEE TABLE FOR MAWN SPAN FOR COLUMN i ' _ I
�
MAXIMUM ALLOWABLE SPAN
TYPE
ANCHORNG REUD
6EE AD-M-0251.
COLUMNS 'A', V, V OR V
COLUMNS 'B• OR 'G
AM
AD-1D-0253)
ZONE 2
ZONE 3
ZONE 2,
ZONE 3
ZOW 2
ZCNE 3
SEE NOTE 1
DP. 'C'
E7P, V
EXP. 'C'
FXP. b'
OP. V
E7?. V
OP. V
EXP. b'
I EXP. 'C'
EXP. V
W. V
EXP. V
2
i� 31501 ANCHORS
374
25'-6'
29'-4'
2Ni-4'
3r-4'
26-C
29'-4'
20'-4'
3r-4'
25'-6'
29'-4'
2U-4'
1
I - 31501 ANCHOR
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12•-10'
14'-T
16-3'
18'-6•
12'-10•
14'-T
10'-3'
III-
4mi ANCHOR
1 23'-8'
16'-4'
1 18'-T
Is-0-
23'-B'
16•-4'
18'-T
13'-0'
23'-6'
16'-4•
18'-T
13'-0'
1
+m
AD-7D-0251, AD-7D-0252 AND AD-TD-0253
SPECIFIC INFO. ON ANCHORS.
AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
ALLATION.
JACOBSEN HOMES
P.O. Box 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
j. DAM APPTiOV 0 y
No. 0'
1• 910334
-o •: STATE OF ?
�� W-v
1N M SPEMUTM AND DRAWM AM
CRIGINAI. PRDPfiI MY. Aim URi1r Uk
uArams CF aram IIwxAc1URN6
WC. SUCN WATULA S ARE PROVW 70 THE
RECTRM rOR 3ECr1C VdWWES AIO AM RE
W7 0010W M AHD &GW ra00 011M
APPD BY
INC.-..
M.T. 5j 2-9-99 REv. Ll=rrt
COL. TIE —DOWN APPL. —
AD—TD-0254
74
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24 LARGE OPENING 24'
SEE NOTE 1
a MwFJw TLAKAL IIL-WIIPI WKNb UK ANM
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMLRI OF 2'-0'
(24') FROM EACH END OF THE UNIT.
40
NOTES.
PR . O ;
DANA APPROVAL'I.
DIRGE OPENNG = ANY OPENING MILDER THAN MAX TIE -DOWN SPACIG ALLOWED.
:� ENE8703571
2. VERTICAL T&DOWNS MAY EXCEED THE STANDARD VERTICAL T1E_DowN SpACI• -
-
ROVED BY
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE
`
MAXIMUM TIE-DOYN SPACING REQUIRED ON THE APPROPRIATE VERTICAL AME
'�•
TIE-DONN SPACING TABLES (SEE 010 DETAILS).
J.
F i ` `, �,`
sIOPlAL
INSTALL FRAME TIES AT ALL VMDCAL TIE -DON LOCATIONS.
��4 �Nv\��`•
��r�rrrrrnlllLl�a����,`
INC,
4. SEE AD-TD-WON FOR ADDITIONAL REMME?NTS
, y ovR
ANCHOR BRACKET AND TIE —DOWN
DEVICES ARE CERTFED BY OTHERS
JACOBSEN HOMES NOMCE DRAWN BY:
TKSE SPEMCAr lrS AMD oeA�uws ARE C.L.Y.
DATE
5-31-95
REV. LETTER:
CROHAL' AND ar6TttE Uk DRAWWG nttE
P.O. BOX 368 YATMALS OF J&CCBSEN UMffAC7"G
SAFETY HARBOR. FLORIDA 34695 H YA1ERul$ AK PRO"m TO TIE TYP_
It
SINGLE WIDE T/D
/�
PHONE (B13) 726-1138 cowm p"aS DRAWWG NUNBEi•
AD-TD-0300
/[,,
ADDENDUM
TYPICAL -MULTI-.WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A .. B. C
LARGE WRING
SEE NOTE 1
COLUMN SUPPORT TIE-DOYM STRAPS. MOD AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' N TNDDL,
MUL71-WIDE FLOOR 9"
SEPRAIED FOR CLARITY
L24j'
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TE-DOWN STRAPS AS BLOWN IN TTDS DEIAL
L24j'
STANDARD VERTICAL TIE-DDWN STRAPS OR ANCHOR
HOR
BRACKETS (SEE TIE-DDTM SPACING TABLES -NORMAL
MO/OR ALTERNATE- FOR MAXI N SPACING ALLOYED).
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAIOMUM OF f-0'
(24' FROM EACII END OF THE UNIT.
TOTES:
RHO �Z �' DAP►A APPROVAL
1. LARGE OPENING =ANY OPEIONG BIDER IIIAN MAIL 11E-OOTM SPACING ALLONED.
'• NE8703571 •� OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DON SPACI
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
TIE-DOM SPACING REMO ON THE A4PROPRlAIE VERIICAL/FRAUE
�•: TA OF
Gt
,71
; 1 5.10
: ��,.• ��(�
TIE -DOWN SPACING TABLES (SEE OTHER DETIILSMAXIMUM
Ap
3. INSTALL FRAME IS AT ALL 011 AL TIE-DOM LOCATIONS
�, S •. `• N �� „�A,,,,�,,,,t„f�,a,�
��NAI
4. SEE AD-TD-DD01 FOR ADDITIONAL REOUItEMENR
\�.� „pwtnswow�
AFICt(bFeONN�N[iIANU 7i-DDnN
OEVKES ARE CERTnEO BY OTHERS
JACOBSEN HOMES
Nm um
TNESE sPEalluTaNs AND olulaws AIM
QWMAL. PXPROMY. AND ColrwrA
oRArvH BY: DATE
C.L.Y. 6-1-95.
REV. IETTEFt
/1
ORAYANG 1171E
MULTI T/D
uawas or � coo umWAcR=c
TYP. —WIDE
/-j
P.O. eox 36e
SAFETY HARBOR. FLOMDA 34695
[IC SM YATO S ARE PRNn 10 THE
KCPOR rcR Sfi171t-P11no me ws K
ORAWK NUYBER:
PHONE (813) 726-1138
My CDN=tl j NO SE00 IIION OHM
AD—TD-0310
J
MY
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING ME —DOWN 1
(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
NOTE: MARRIAGE WALL C SECTION NOTE:
SIMILAR TO 1 OPENING ME -DOWN I A & B SECTIONS
SINGLE WIDE SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS WIDE TIE -DOWN
FRAME TIE —DOWN ONLY. OPTIONAL AT I
OTHER LOCATIONS.)
T.
TRIPLE WIDE TIE -DOWN
SEE DETAIL — 'A'
SEE DETAIL — V
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND
BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
TY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (316o LBS. MAXIMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TTE-DOWN STRAP (1 1/4' X .035' MINIMUM
aNK COATED STEEL STRAP, OR EQUAL WITH 31so;
CAPACITY MINIMUM);c 1,5_ 47ZS a t)LTIMAITF
L04.0 G4rjAcFN
PULL DOWN TOT TO —/
GROUND ANCHOR DETAIL 'A'
NOTES: ENGI
F
1. SEE DETAIL 'S' PAGE 4 NOR MARRIAGE WALL ;�� �O 4�rr'T1FIC,9�
OPENIGS GREATER THAN 49 INCHES. &'UP To 17 r 6" 'E1ei BUT
2. SEE VE-DOWN SPACING CHART ON PAGE 2 RDR
ANCHOR AND RE -DOWN' PLACEMENT. --1
3. SEE DETAIL 'A! PAGE FDR TYPICAL 1-BEAN A
PIER CONSTRUCTION. '� STATE OF
DAPIA
APPROVED BY
4E 2
INC
o�oaa s+�io�swa�:b
rrrn NOTIC& -cam BY: DATE REV. tETWE
JACOBSEN HOMES mm sPEtvl mm An mum ACHE RR 10-31-95
■ 00CMAL PROPRIETARY, AND t1oRF1OE nI L
BOX 368 DRAWNG TliiE
P.O. VATDaus °f AACdBS;N`MMAIFACR NC „ NG WM MATEMS ARE PWAM 70 THE ZONE ITIE—DOWNS
SAFETY HARBOR FLORIDA 34695 REWM FOR 9 X PIRPM AND Um BE
PHONE (813) 726=1138 IVT CONWPA NO g0 � G1tm DRAWNG NUMBER
AD—Z1=0001
74
ZONE I TIE -DOWN PLACEMENT
TIIPICAL I —BEAM
ME —DOWN
MAIN FRAME I —BEAM
SEE NOTE /1� —
MAIN FRAME I —BEAM
�
CENTER
SPACING
I
SPACICENTER
NG
I
CENTER
SPACINGI
SPACING
I�A�fCI
DOUBLE WIDE TIE—DOTVN PUCEMENT
END CENTER CENTER CENTER CENTER CENTER
END
^
rM1 11V
JrAUrtU
WAUNU
WAUN6
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME I -BEAM
SEE NOTE {,1-/ SEENOTE j11 —
MAIN FRAME 1-BEAM
MAIN FRAME I -BEAM
END CENTER CENTER END
SPACING SPACING SPACING SPACING
TRIPLE WIDE TIE —DOWN PLACEMENT
CID
ON
ce
ce
NOTES: ENGINEER, AL. DQc�1,. DARA APPROVAL
jt�T. �`` O TiFI�•''••� ••
•
SEE DETAIL '8' PAGE 4 FOR BLOCKING AND ANCHORING OF
APPROVED BY
MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. G •:
No. ooasasfON
A 0
STATE OFRl
��
10 �i ♦ *Wl rINPAL W4fWW NM 'ar�,�� cw,rlovclnHArosvtTtsTAAmvmE:
JACOBSEN HOMES NOMCF_ �'°�" DATE REV.LEM
THESE SPEOTICADONS AND DRAWNCS ARE RR 10-31-95
ORGINAL PROPME ARY. AND CWIDENTIAI. DRAWING nTLL
P.O. BOX FLORIDA
9" MA � PROMED T TD TIE —DOWN PLACEMENT
SAFETY HARBOR. F 26-11 34695 M'poff FOR S•En1C PtW'OSES AND UM BE DRAWING NUMBER PHONE (813) 726-1138 IVT CW�ERDAL AND SEatET ntm OTHERS AD—ZI —0020
7R
ZONE I INSTALLATIONS
FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
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.
eY a cd.
FE8 0 1 M
INC..
I JACOBSEN HOMES �SE �:� ORA"= � �a� M.T. 2-1-00 _..
c of ,.cc.f. O Cg AL DRAWING TITLE: ZONE 1 INST.
„ P.O. BOX 365 � 011m W1EwNt AIIE llio: TO 111[
SAFETY HARBOR. FLORIDA 3�595 K waR ro flsile VJMW Rio KW K DRAWING M1II6ER
PHONE (727) 726-1136 IVI cuu mluc Metro¢? nto9 anon AO—Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
DORMER
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA. HALF
(IE. OPIE EA. BEAM, ETC...)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MART UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24' MAXWUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
IRIS END ONLY.
MAX" PIER HEIGHT FOR VARIOUS ZONES
(R£FTR ALSO 10 SIDEMULL PE -DOWNS MAXIMUM H00q.
Zff-2 ZONE 3
EXPOSURE 'C' 90' 56'
EXPOSURE 'D' 39• 46-
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE 11NE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NArLING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
`````TT111111�IIIAAA,�,'/i
dT EN ROV �i DAPIA APPROVAL•
' •`` �s APPROVED BYE.
1. FOR WAD SECTIONS, EACH bOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED Q` N0. O ''•
IWDEPENOEHT OF THE OTHER sTRucuE (IE. sHEARWALLs. TXE-DoYMS, RIDGE- IENEX0357
BEAMS, COLUMN SUPPORTS, ETC.. ARE CALCULATED FOR EACH MULTI -SECTION.) — — _ J 1 5 M
INC
�.,� F 01A • �� `.� caaue,na.�osan„swo+Ro
NOTICE. DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES
THTSE SPEpF1CAXXd15 AND DRAXY11Xs ARE C.L.Y. 5-16-95
■ MRAL. PROPRIETARY, ARR OJMXDEIMIAL DRAWNG 111LE
P-O. Box 368 MA�'� OF aCOM UM"ACnftG
,I Nc M MARRALS ARE PROVIDIM TO THE ADDENDUM -INT. UNITS
SAFETY HARBOR. FLORIDA 34695 XWOU FAR SKCTX Plfi! M me MW RE DRAWING NUMBER
PHONE �(813) 726-1138 WT CaM�DF nk NO SEOv 1ROR omm QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS�
30 GA. GALV. STEEL STRIP
INSTALLED OVER RATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PEWTER RAE
OR ROM BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
e X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 MIL)
W/STAPLES AS SHOM.
INSTALL ROOF CAP PER SET-
UP MAN. OVER CALV. STRIP.
(SEE NOTE 1)
30 CA. CALK STEEL STRIP
SECURED MATH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKMG
2 " O.C. MAX SPACING (TYP.)
.alttllll
3/B' X 5' LAG SCREWS
18' O.C. (ZONES 2 3)
STAGGERED
f2.GLES
GALV. STRIPS USED MAY BE WIND DEFLECTORS . )� Q�,w No 9*% F�, �'-f.'`7 $Y kAl
FOR STAPLE MOFROM ROOF M). CONDITION ENE8703571 r JUN 1 5 -M
TRIP MAY BE CONTINUOUS OR PIECED. N THE DORMER AREA OF THE MAIN UNIT MAY�I� 1�PED LOOSE AND RNSTAIIM ON SITE AFTER Q`(�JTS HAVE BEEN ATTACHED TO PREVENT ANY DAMAGE AND TO ENSURE THE SIINClES LINE '�,� �' ' �OI �► �� `.`� 7>iRYaNOLV[ifNW0YL7
OM ONE SECTION TO THE NEXT. 4 ��►''• .. 'N� ��
I
NO"CE Ill lmwvt. DATE: REV. LETTER
JACOBSEN HOMES MR SPEMMATIONS AND DRAWINGS ACE C.L.Y. 5-16-95
CFMM. PROPRIETARY. AND OONf10EMM DRAWING TITLE
P.O. Box 368 MATE>iII1lS OF �ACOBSFN YANIFACMUC ALT. ROOF ASSEMBLY
nip W. & aI MATEIWRS ARE PROW TO THE
SAFETY HARBOR, FLORIDA 34695 REODR fat rM RltP= AND SW IN DRAWING NUMBER
PHONE (813) 726-1138 WT 0 wwrAL ALD gav ► o Iormm QUADAD02
79
HOMES
MES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8