HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMar"gN `ED
BY
U:0U► ►iy
SET-UP MANUAL ADDENDUM
RECEIVED
JAN 1 1 2018
ST. Lucie County, Permitting
❑ter❑
JA . Oe BS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
ALL HOIVIES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C*
contact the Department of Motor Vehicles
850-413-7600
1
NOTES:
ADDENDUM
EXTERIOR HEATING COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE IF B.
ALL HEATING AND/OR I
UNDER CHASSIS CROSS
HEATING/COOLING APPI
OF R=8.0, WITH A COIF
EXPOSED UNDERNEATHI
DOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
NVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
ANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
nN000S VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
DUCT SUPPLY OR RETURN
TYP. FLOOR SYSTEM
TO HEATING/COOLING
OR CROSSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND O� CRIMP FLEX DUCT, THIS HALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT NTH 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. I
'ROVED BY
.111N 1 51"p 5
INS
NOTICE DRAIN BY: • DATE REV. LETTER.
JACOBSEN HOMES THESE SKOnCATM AND DRAWNGS ARE C.L.Y. 5-30-95
1 CRONR. FROPRIETART, ANo CONf10ENT64L DRAYMG TIU-
MATMAIIS OF JACOBSEN MANUFACARNG EXTERIOR A/C DUCT
P.O. BOX 368 NC. 101 WATEIMS ARE vRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 I'll FOR 7EM MOSES AND MIST BE DRAMING NUMBER
PHONE (813) 726-1I138 OUT CWMT4L AND SEatET FROM OTHERS AD—AC-0001
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DI-SCONTINUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
NOTES- DAPu A?PROVAI:
APPROVED BY
1N14160 7
NKOMOAx.���.
INC.
a»Aiowmrfwovac
NOTIM DRAWN BY. 1ETiER:
JACOBSEN HOMES TKa wonCATIONS AND RAVAHM AM C.L.Y. 9-28-95DA$: REV. B
af0� mm. ►RO KTMY. A" OOAiCOnIAL DRAW NG IT E:
"AOF JACOBSEN °ANUPACflAb16 W.H. VENT. SYS.
P.O. BOX 368 W_ SUCH YAIEPULS ARE PRNM 10 THE
SAFETY HARBOR. FLORIDA 34695 Rlaw ►0R SPCCIT PYASES NO YAi K DRAW9ID NUMBER
La
PHONE (813) 726-1135 4PI CafmmA NO:aEr fl= OTNM AD-AC-0100
0.131' X 1 1/2 0
NAILS OR 7/16' X 16
STAPLES PER TA
0.016' X 1 1/2' M
STRAP 0 48' O.C. MAX.
WITH FASTENING It
EACH SIDE OF CEI
PER TABI
NDS01
(ALL ZONES)
(ALL EP06URES)
ADDENDUM
ULTI-WIDE UNIT FLOOR FASTENING
FLOOR JOIST
1 1 1
. STEEL
I JOIST
.R LINE
BELOW:
FOR GAPS IN FLOOR S1STEWS
TO 1/Y, INCREASE LAG LENGTH 1'
AND FOR GAPS TO 3/4% INCREASE
LAG LENGTH 1 1/2'.
3/8' X 3 1 /2' MIN. LAG INSTALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE. DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
1 4' TO 3 40 GAP
WOOD SHIM AT ALL LAG
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
10o mK
EpWURE
3/a' X ] 1/2' l/1G
WU MW SPAoM
SCRE1
30 GA. STRAP FASWO W/
7/11' X 19 Gil STARES
MAUM SPACING
,
wo ZONE
EXA0511TE
WINI M "MR OF FASTEMM REOMM
(L131' X 1 1/2' NAILS
711C X 16 GA. SURFS
2
1Y O.C.
2 1/C aG
Z
Y
]
S
b'
17' O.C.
1 7/r O C
b'
4
7
]
1a' aG
I
t aC
]
'C'
4
7
b'
16. at
I
1 1/1' aC.
b'
5
a
NOTES
EN6WEER APPROVAL'
DAPIA APPROYA :
1. 1' MK PUMA= 5 REQIFED ON STAFLU:S
L WOO 9W 70 6E RIPPED FROM SPF LA MIL OR
(-' X 4' X GAP VOTN MK 92)
OSB OR PLYWOOD MAY EE USED F 1HX.70E55
3. 10a' MAUM SMWL1 NE1r%TT.
4. SEE OTTER KMS FOR SFJILDIG FLOORS FOR AIR
FCR MK 0,016' STRAP.
KM
EQUALS GAP NDTN--4' X 4' WL Sf1E)t?ljohn
WLI<i MK
APPROVED BY
ReVas
ON riMay 24 , 2006
^'
I I V INC.
FEOEFTAL MANUFAIMPRE0 HOME
cols"llow" ANO SAI Ely SIANOAl105
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C. L.10EI en, p Im.
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J- 2 Eil(�:(ir�'JT!T1f�, ;�!.�.,
JACOBSEN H
368
P.a , FLORIDAI
SAFEIY HAR80Rfi
PHONE (813) 726-11�8
IOMES
34693
o
rv= WMICa N Arlo MAUNM Inc
N. MOWTA". AM mlaEMK
wX 1Emms cr 4PAMI of MA"ACIFURM
w- „a MAIUM As mvmD 10 x
plow lol ns1lee roan NO nisi [
an owm K"MT pear cm
DRAW BY. T
oAh` 05-22-06
�` L
DRAW TITLE:
M FLOOR FASTENING
DRAY" NUUMt
AD_FA-0001
4
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
.131" X 3 1/27 MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
DOW ~AU ow onvok
NOTEse
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED BY
EXTERIOR WALLS.sq Revised
S Z� 06P May 24,2006
Huhn C. We&n, R�. ONA 00orINC.
K2 Eno" w". Ina Fes, .'e' t ,
JACOBSEN HOMES
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OWN
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0A1E 05-22-06uvwx
PA eoxM`
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°A M/VV WALL FASTENNG
B
Me ssa wows AS ncm �o
°RAD—FA-0010 .
PHONE (81)Li26-1138 95
01 m mi swIM amm
5
ADDENDUM
MULTI -WIDE ROOF FASTENING
30 'GA. GALV. STEED. STRIP —�
SECURED WITH 7/18' XI 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-Oi001 MAX. SPACING).
-LAG SCREW SET RACK q
FOR TRIPLE WADES
FOR DOUBLE WIRES
�\
.2 1 /4'
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
PLAN VI
—30 GA. GALV. STEEL STRIP
-8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
I 3/8' X 5' LAG SCREWS
om AG SCREW X1 BACKS
TRIPLE WIDE ROOF LINE (2 1/4' SMOOTH SHANK)
INSTALL LAG SCREWS I� '_� SEE CHART ON AD-FA-0001
AT A 45" ANGLE I 11�` __�_� FOR MAXIMUM SPACING
FOR DOUBLE WIRES
FOR TRIPLE WOES
STAGGERED 2 1 4 2 3 4'
14'T034'GAP
ROOF PERIMETER RAIL
OR RIDGE BEAM
(FOR ROM BEAMS SEE NOTE 14)
CROSS-SECTION
FOR GAPS IN ROOF SYSTEMS
INSTALLWOOD SHIM AT ALL LAG
TO 1 LAG LENGTHIRE 1'
LOCATIONS FOR LAG SCREW TO GO
FOR GAPSINCREASE
AND FOR GAPS lO 3/4', INCREASE
�q� AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)REF
NDSOI LAG LENGTH 1 1/2'.
CALC. PG.
AExZONES) CROSS-SECTION (W/GAP) C WA- 91.01- 91.07
(ALLNOTES:
D11=1 I APPROVAL•
DMA APPROVAL.•
L 2 ye mL PDIEMIIDN 100 =CWK MOM
IS REGXI O FOR LAG SCE1F5.
2 WOW SHLYS TO 8E RFPED FROII SPF p UK
CR KTWL
APPROVED BY
r x C X GAP wiH WL S[�
00o
ON
0® OR RYNDCO WAY K USED F 1HUQAESS
l SEE OTHER DETALLS FOR CCIFLFIDIG ROOF tiIERECTIOII
EQUNS GAP 1104' % X C WL .,
S
Revised
May 24,2006
4, *0 INSTALLBG A uG SI o IR10 A ma
km ffm-DRLL'A 3/Ir LYE#AU
,,, _ _. P
�nhn C. V060ef�
INC.
Hm Too" THE FIRST I= OFAIA S'ECOW-Ml
A 1/4' HOLE Ti =G1 THE
1<2 E:.ng r wrh rij, Inc
FEDERAL PLANUFACTURED HOME
RECEINNO am w-m FOR 1FE THREADED pm,
To OF LAC SG7E f Dm DIMS ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR 3/e LAG WRI M6 GMT.
S 108' YAIOWII SEMI. HEIGIff.
JACOBSEN HOMES
um 3KCFTGE� No WISHM AK
Dlawl BY: M.T.
oAtE 05-22-06
EEIND
�w
we
MOM. ntwwwTY. me Omwwo mL
wMULS W Auoon>EtG WWACTURM
AEG a01 VATINALS wt FRaRm 10 P C
DRA* G HILL
M/V1f ROOF FASTENING
SAF$TY HARBOR,
ORR., FLORIDA
PHONE (813) 721!1-t�138
34a4S
WOMI rM OMM N1loD w0 rat RE
WT Ommoau wo :aT on nm
DRAIWG IR>mMt
AD-FA-0020
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIE
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MR f OVERLAP AT SEAM) CENTER OR MATING LINE
WITH 08 X 7/16- HEAD X 2- FUIlY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF 119 MIN END 20NE)
I• I
I I I
I� I
I
#8 X 711C HEAD X 2'
RIDGE CAP --� I 'IF`�ULLY . THREADED SCREW
(NO MORE THAN 12` O.C.)
I ) I
1 1 w
1 I 1 8
ASPHALT IMPREGNATED 1 1 1
SEALER STRIP BETWEEN RIBS 1 I 1
OR CLOSURE STRIP RUNNING c�
ENTIRE LENGTH OF ROOF
METAL ROOF PANELS STOP
APP. *30 FROM CENTER LINE
I ,
,
Ref: EX-13-0051 and
'*-30 Gk GALv STEEL STRIP
AD-FA-0020
5' X LENGTH OF ROOF (SEE AD -FA -MO)
SECURED WITH 7pe X 16 GA. STAPLES
NDS01
FULL. PENETRATION I M DECKING
(ALL ZONES) (SEE CHART ON AD-FA-0001 MAX. SPACING)
(AL)- n)
DOTES:
e0M AFFFfi LL,
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
STANDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS
7SCREWS
i�ft
HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
:;
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN
jo AWomwing, Inc,
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
APPROVED BY
Sep 10,2008
INC.
FEDERAL NAWFACTUIED HOME
CONSTRDCTRON AND SAFELY STANDARDS
JACOBSEN HOMES
3m�E
° ' ` An w"19001�`
Immm 9S w dAcmm t1AMC
�`""� tlT` O.M.T.
UAW os-25-os
"""E`�`
ORA1"'I°E
METAL ROOF RID( CAP
PA BOX 368
t1Ganmimm 4MER,m7Dm
mm
SAFETY HARBOR FLffift 30895
R sm mwm m = E
PHONE (W) MAIM
tDA W emu M om
AD-FA-0021
7
ADDENDUM
MULTI -L WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP R001
RECOMMENDED
EDGES
1. 30 GA. GALV. STRIPS USED MAY E
REMOVED FROM ROOF IN ORIGINAL
(EXCEPT FOR STAPLE HOLES).
JACOBSEN Hi
.O. BOX 368
SAFETY HARBOR, FLORIDA
PHONE (813) 726-11
15# FELT UNDERLAYMENT
G CEMENT
WIND DEFLECTORS
)NDITI ON
NOTICE
THESE SPE011CATXINS AND DRAWNINS ARE
DKINAL PRDPRRTTARY AND OOWIOENTM
MATERIALS OF JACDM YANEATACTLRINO
ND. SJOH MATERIALS ARE PROVIDED M THE
REDPEW FOR SPEDFlD Piro S AND MJST K
IQPT CDNLE) RX AND SEOV nn OTTERS
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAAA APPROVAL
PROVED BY
Vjm151
I N G
DRAWN BY: C.L.Y. 6-5-95 DATE: REV. LEMER:
DRAWING TITLE- M/W ROOF SEALING
DRAWNG NUMBER: AD-FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES -HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL-
-BY
JUN 1 5 W5
INC.
JACOBSEN HOMES ONS AM DN0TIM Lg,"m * ..
THEM SPECi1GTIRANNM ARE C.L.Y. 6-5-95
oRICHAL PROMYARY AM C010110 AL DRAWING 11RE. MATM/W ROOF SEALING
„ MATERIALS OF JACOBSEM YAIAlFAC1lJIWC
P.O. Box 368 W_ WM YAIERW S ARE PROW= TO THE
SAFETY HARBOR. FLORIDA 34695 MCCF01 FOR 9WIC NIP= NO MAT [ DRAM NG NUMBER
PHONE (813) 726-1138 MPT COKMRk No IECIV NRN OTHER: AD—FA-0026
n
I
I. REMOVE MY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. MOT THE METAL FLASIING IN THE HEARTH AREA TO INSURE THAT IT HAS
80 IRSTAIIED (THIS FLASFflNG MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWO THE FIREPLACE AND THE HEARTH
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSES IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A. CAREfiUl1Y PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH DMNSION TO THE FLOOR W/ 4 18 x 2' WOW SCREWS.
C. FILL i E AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WITH A NON—COMBUSTABLE CAULICNG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
NOTES:
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE ,USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVAL
APPROVED BY
INA2 8 1995
INC
Cg6utiC70+ MD S+IFS'11 fSMOV�
JACOBSEN HOMES T4MMD DRAWNBY:. DATE REvLiiTFJt
�� ��� u� o�Ma AKC.L.Y. 6-16-95
" CMGN&. PRWWARY, AND ommm IIUL DRAWING TITLE
P.O. BOX 368 MATEICAIS OF .IACOM IIN"ACr"G SHIP —LOOSE HEARTH
YIG SUCH VAIU S ARC PROYM TO THE SAFELY HARBOR, FLORIDA 3 695 RECTOR FOR DIM FJVI t>FS ND wsl K DRAWING NUMBER:
PHONE (813) 726-11381 IOPT CONFMR& NO SEO[T IRU OTHERS AD—FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEV.
000orON OR 25 20
INC.
FEDERAL mANUFACTUHEO HOME
CONSTRUCTION AND SAFETY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
DEALER
NOTE: HOLES TO BE CUT IN
OUTLOOKERS TO PASS
FACTORY INSTALLED PLY
FOR SHEATHED TRUSSES
L
SIDEWALL
TRUSS SHEATHING
APPROVED EY
NIP INC.
f NIM MANUFAMRED HOME
CONSTRUCpONADD SAFETY STAMWA
-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
►THING TO ALLOW
TOUGH. TYP. OUTLOOKERS
--- --
MARRIAGE WALL -A
3/8• MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
\ \ \\ \\\ \\ \\\ \\ \\ \\
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATnc VENTALAnON.
3/8• SHEATHING TO BE INSTALLED ON -SITE.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT AN
LOCATION
ALONG THE LENGTH OF THE TRUSS.
WINC)ZONE III
(1B• X 14 1/2• MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
(110 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL-
1. 3/6• MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16• X
1 ��S AND 3• D.C.
ATALL FRAMING MEMBERS (NOIGLUE REOUDiED)
APPROVED EY
0000
oNrp
SAY
a
hvek .E.
INC.
IC2
FEDERAL MANUFACTURED HOME
MINSTMONANDSAFETY STANDARDS
z 9mhim
JACOBSEN HOM
S
NOTICE:
THESE SPMFWANONS
DRAWN BY.
R.R.
DATE
4-27-98
REV. LETTER:
■
[Dior
P.O. BOX 368
AND DRAWINGS ARE
ORIGINAL PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. 9KN MATERIALS ARE
TRUSS SHEATHING
DRAWING TITLE:
SAFETY HARBOR, FLORIDA 3469
PHONE (813) 726-1138
PRONGED TO THE
RECAMI rCR ;PEaX PURPOMS AND MMT BE
KEPI CONnomiiAL
DRAWING NUMBER:
AND sFm rRoM OIHERS.
AO-HR-0001
12
HINGED ROOF DETAIL
G UMM OF PAIR m RAtSf W SM
wm PDsm m gr-w Pawai is
mmx 221/r.
WT Ma W Z= SY3'IEMMY WM
160UNeA DENOFS N) ma 1HAN 12 FEET
00 W MW SECKK n AM IF1116 SW
2 FEET CF A V= N 4f RY RAIL
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET—UP POSITION
NDSO1
NOTES:
I. MUM RAM ROW SECRI)1 N X RAI51D FWU tE W SMil U MO
mo POSTS mm POSfDOtL
NNGID KNC POST 10 mm ff^
6 9F j! FDO WPOST mP RAL
Airwmsmata-isir
am
REF. CALC. PG. C-RF- 223.0 - 223.6
John C. Doeden, P.L.
K2 En ring, Inc
APPROVED BY
Revised
ON Jun 06,2006
INC.
FFnMru YAmwA r ffn How
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
>m > AM WAUM
M WMY, AND WMML
BOON."A
MAIU 's OF NnW YAMFACftMC
`"M�" 05; °-�
�"" os-o2-06
""-
MAIM ll E
HINGED ROOF DETAIL
P.a eox aee
W-soYNlw Alt �►� p 8
/
atAroic RwaM
4695-
"ONE ((513) 7i26-1-1138
Wm mr:L" MUFM M
AO—HR—OW2
13
HINGED ROOF DETAIL
RAISE EXTENDED SHINGLE i AND UNDERLAWaT AND -
AND A MIN. 4 1/Y "DTH OF ROOFNG 'CEMENT TO
TOP OF LAST SHINGLE ROW ON RXEb ROOF SECTION.
(THS IS M BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
V f-
ERLA
ATTACH 2 X 6 X 81 BLOCK BEANO 2 X 6.—
OVERHANG FASCIA BOARDS AND SECURE VAIN
3-J5 X 3- WOOD SCREWS EACH SIDE CF GAP.
11
UNOERLA`MENT TO BE GLUED 3" MIN.
CH BOTH SECTIONS OF HNGE ROOF.
FOR WAND ZONES 2 AND 3.
11
APPROVED BY
ooa rRevised
P1 Nov 30,2006
NC.
FEDERAL Yl MUFACTURED HOME
m115TRUCTIOR 11M0 S�FEIt SfM10Aims
WINOZONE 11
(110 MPH)
ALL EVOSURES
NOTES:
1. BRAG RAISTD ROOF SECUN N THE RM T111CN BEFORE SWUNG Him
KNG POSTS INTO Pa9110N
John C. Doodm P '
K2 Enone8*01
- xorlce�
onvol Br. DATE REV. LETTER:
JACOBSEN HOMES ME VEWU NIS AKR) p1AWM ARC D.T. to-o2-06
Mom• FROKWr - Awo aosKoomK DRAMN6 TIRE: .
p.a eox 36B MAWWAS Or MZMV MANWACRIRNO HINGED ROOF DETAIL
r3mroKIKt SM VAIDRU ARE PVM% Eb TO TK
SAFETY HARBOR. FLORDA moK34693 KMW RR TM K4 a= ARD AW K DRAG C KAWJR
P11OHE (613) 726-11 6 w" ca wl m =a mo .Rot. AD-HR-0003
I
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK
JLWKL rII[JI 1CU17 Ur OnINULL I DL INN IALX-U MI
SITE WITH-6 STAPLES (1' X 3/40 X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE UFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15f FELT IS NOT REQUIRED W ANY AREA EXCEPT NIX NOTED.
2. FASTENING OF 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE' UNTIL A
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAZIER OF ON SITE 15f FELT ONTO THE FIXED ROOF A MN. OF 6- AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-H1R-0001 (WITH SPECIFIC END PANEL LAYOUT),
AD-HR-ODO2, AD-HR-0003, AND AD-HR-0004. FFr
VANDZONE III
(110 MPH)
ALL EXPOSURES
ROVED BY
Sep 12 20
I N c.
61ANUFACTUREO HOW
r.1lrw AND SAFETY STAWARUS
9-20-03
JACOBSEN HOMES TIW IM MW DRAW M ARE DR11"" Olt DATE REv LETIFR
M.T.
-non 011MWL CTIM
P A WAVING, TITLE SHNC E AHD UNDERLAYMENT
P.O. BOX 368 W_ SM wTaMLS ARE FR01IRFD TO TIf APPLICATION ON HINGED SECTION
SAFETY HARBOR, FLORIDA 34695 K P@If FOR WEa>C FUQ'ORIS M MW K DRAWING NUMBER
PHONE (813) 726-1138 Im ao malm"9Sl FRm OINM 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 RIDGEi BLOCK ASSEMBLIES
FASTENED WITH (67/16" X 1 1/2' X 16 GA.
STAPLES INTO EACH 15' O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) i
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
'
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
NDS01
C&' CRC - 167.01 - 167.02
NOTES:
DIGKER APPROVAL'
OAPU APPROVAL —
I. SEE AD-HR-0007 FOR INSTALLA DON OF UNDBUYMENT
AND SHNGLES.
APPROVED BY
Revised
O4{,��
09,2006
IN7ARCi
G L
.John 0. [*&.I lll, r. C.
FEDENAI M.M1F/�CTUIIEO XOME
.eZ EFi*mrjr►s, Irla
JACOBSEN HOMES
None:
TKSE SreaneARORS A D CRAro= ARE
DRAWN BY;
O.A.
BAIL:
06-06-06
REV. LLT1ER.
w
P.C.Box 36E
tR ONAL PUPRft1ARr. AN CWMnk
MATMA S °r AMM MWFA011'""m
H
ORAWNG 11TIL
PEAK INSTALLATION
DETAILS
SAFETY
SAY HAROM, FLMA
PHONE (727) 726-1138
695
R[O130 rot S+E= MAYS M WSr K
tvr
DRAMWG M116ER: .
CD#MDmk Am SIM FR U otmm
AD—HR-0006
SHINGLE/UNDERLAYMENT INSTALLATION
TOP COURSE(S) OF SHINGLES TO
SITE INSTALLED SHINGLES (USING THE OVERLAP PEAK AS SHOWN.
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
SHINGLE INSTALLATION
INSTALL FIRST LAVER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EMSTNG
FELT AS SHOWN.
SEE OTHER DETAILS FOR
91E INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
Ffflb�gm
INSTALL TOP LAVER OF 151 FELT
TO ROOF NTH A 6' MN. NDTH OF
ROOF CEMENT AT EACH ENO TO
ROOF DECK APO/OR ENSTNG
FELT AS SHOWN.
DAPIA APPROVAL -
ROVED BY
AUG a t
INC.
rf s%%m
NOTICE: Daum BY: DATE REV. lEf1ER
JACOBSEN HOMES TK%sKanCAM sWDIA.wsNE T.T. 7-28-04
UMAL MWKTAMY. NO CatIWll t DRAWK TIRE:
YAIEWa OF JMM M UWACRF"INSTALLATIONGLEAMDERLAVMENT INSTALLATION
P.O. Box 368 NG 10 YATINALS ARE Mi AM To RE
SAFETY HARBOR. FLORIDA 34695 Rt> I Idt 9= � AM W9 K DRAHANG MMIBER:
m
PHONE (727) 726-1138 OPT a MUL AIO gacT FNM OKRL AD—HR-OW7
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
1. PIPE CLEANER AND CLUE SH
BY THE MANUFACTURER FOR
2. 48" O.C. MAX. SUPPORT SPA
FASTEN TO FLOOR FRAWNG
1E1a13ER W/ STAPLE OR NAL
VIM BANDING STRAP "I PEO' AROUND PIPE AND FASTENED TO FLOOR FRAWNG.
A GRADE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTANED TOWARD THE
DRAW OUTLET. VWE TARS GRADE CAN NOT BE ACHIEVED, NOT LESS RIAN 1/8-
PER FOOT MAY BE USED WHEN A RILL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
END VIEW OF DRAIN PIPING
ALSO BE SUPPLIED
MBING CONNECTIONS.
JACOBSEN HOMES DESEVErnONOTICE
lAaMMODRANI=M. �%We>. R.R. " 7-17-97 KvLETIER:
m
OprAAL PRW"A;ttt.AM Wew%ms% CRANINGTIRE:P.O. Box 368 °A7 NALS GF r+a3asIN r ANVACTUFN6 PLUMBING SUPPORT
M SM +u,wws AK �cm 10 nc
SAFM HARBOR, FLORID 34695 Iacrort wt V=PlAWM Fro WM a CRANNG NULISM
PHONE (613) 726-1 38 an emnDmin uo soV my 611Ci AO—PL-0001
18
NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
�a
INC
D HOME
JACOBSEN HOMES N0T1CDAEIT: uAttIItK "I„
n+ESE sPcaFTCAnoIIs AND ow►ex+cs ARL M.T. 3-30-05
ORGMAL, PRMVARr. AND COIlMnAL DRAWING TIM
P.O. BOX 368 YATLTBALS OF JACOBSEN WMIFACTUMG
we SUaf MATERMLS AK FROV co TO 19 OPEN PORCH RAILING(S)
SAFETY HARBOR. FLORIDA 34695 REOIW FM SUM PDRPM AD MIST K DRAWING NUMBER:
� A PHONE (727) 726-1138 KEPT CCI MtK AND SEW FM OIFEMS. AU—PO-0001
19
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 do ROOF), SOLAR TUBES AND PLUMBING
4 1— VENTS SEE AD—PR-7007 do 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD—PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD—PR-7002 SEE AD—PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTALLED) —
— — — — — — — — — — — — — -- --
FOR OVERHANGS
SEE AD—PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED — FOR ROOF VENTING BOTH FACTORY -
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WE
TYPI -�L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
DAM APPROVAL'
NOTES:
APPROVED BY
NrARevised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE. DRAWN Br: oaTE: REV. LETTER:
JACOBSEN HOMES nMSE�AVONsa0Oft NCSAM O.A. 10-24-07
ORIGINAL RTWKTARY, AND CONROENTIAL DRAWING HU:
MWEII P.O. BOX 368 MATERIALS OF JACOM MANUFACTUIM ON SITE PITCHED ROOF DETAILS
NC. SUCH MATERALS ARE PRDMM TO THE
--Iro SAFETY HARBOR, FLORIDA 3 95 KCIPENT FOR SIWX ROM AID WST BE DRAIIMNG NUMBER:
® PHONE (727) 726-1138 1 IIEPT OOH WRAL AND SEORET FROM OTHM AD-PR-7001
ROOF • TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16- X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE �1
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TO
RAFTER BELOW. TORY INSTA :ED
iolp- /
SEE NOTE /2 1
18' MINBE RIDGE BEAMS .
EE NOTE /4) k I DECKING W it
CROSS-SECTION
REF. PG. RC-07-0044
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NDS01 Rff' C-FS3 - 88.01
NOTES: DKKU APPROVAL:
1. SECURE EACH 16' O.C. RAPIER TO RAIL BELOW WITH
2-/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
INSTALLED PITCHED
FACTORY INSTALLED
(ESCREW TO RAW 1TER TO %4' PENETRATION M
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
#10 X 4 1/2- SCREWS 9- O.C. MAX SPACING. � �9
1 SEE AD-FA-0020 FOR GAP TREATMENT BETVJEEN SECTIONS. .3ohn C. seen, P.6.
K2 Enginwring, Inc.
1NNOZONE'■
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
NIHINC. 2006
Jun 09
�o� rAlnrtAauu� xorE
consmurnoN AND sKETY ST"DAAOS
JACOBSEN HOMES
P.O. BOX 368
SAFL HONE (27) 7261D 138 695
170N`ONS AM
anowL "a"m ". MO �1�
HW.A MS CF eK AR„R AMM NW �
W Eo/ dMro = ww.GDM
�A�, MT.
�Alu
�� �I EVE
A
n ROOF TO ROOF ATTACHMENT
ORAMIC NUYBFR AD-PR-7002
21
RAFTER TOP
DOUBLED END
TYP. 16'
2 X 6 FASCIA FASTENED TO OUTLOOKER
W/AN. (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MIN. (3) .131' X- 3' NAILS
(TYPICAL AT ALL CENTER BRACES)
ALT. CONSTR. RAFTERS
2 X 6 OUROOKER
19' O.C. MAX BETWEEN OUTLOOKERS
10' 0c
AC 194 0
0�
2 X 4 NAILING BLOCK
2 X 6 OVERHANG FASCIA (INSTALLED ON SITE)
THIS TRUSS INSTALLED ON SITE MIN. (3) .131' X 3' NAILS
FROM NAILING BLOCK INTO
AFTER BOTTOM CHORD 160' RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
NE RAFTERS FASTENING FASCIA I+ITO
.C. END OF NAILING BLOCK
2 X 6 OUILOOKER
19' O.C. MAX BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHORN ARE 2 x 6 SPF 13 FLAT OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR MIN. 7/16' X 2 1/2
X 15 GA STAPLES 16' O.C.
MAXIMUM INTO TOP k BOTTOM
CHORDS ONLY.
\-- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE:
ED ASSEMBLED FOR SITE INSTALLA11014) DUMOKERS TO BE SEC1>RE11D EACH
1AUSS OF 1E DOUBIE WS0 LOCAIED
IN THE ENDZONE PER FAS1M CHART.
SINGLE MRUSS ONLY
REO'D OUTSIDE OF
3 Fr. AREA
TRUSS MAY BE
I ON DIN ER SIDE
NDS01
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER 'DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS IRE REQUIRED TO BE
FASTENED PER AD—PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS,
oumm ..
PENE1RANK
J31 PD NAIL
5
1 1/2'
15 GA. • STAPLE
8
1'
#8 SCREW
2
1' (INCL TN')
OUiLOOM FA,STDEM MAY BE NSTAM 1YINOZONE 111
nu TOP CHORD DOMWI F PENEiRA= ALL EXPOSURES
B yANTAND. (110 MPH)
20 PSF ROOF
10 PSF D.L.
"E`. `AL`S, C-RC-197.01-197.02
.John C. Doed-ean, P.t--.
K2 EnginaWfin9r lnc.
APPROVED BY
Feb 05,2008
INC.
FEDENAL WINUFACfUREO XOME
CDNSTItlICfIDN AND SAFETY STANDARDS
rrM JACOBSEN HOMES xo�a� DRAW BY:DATE REv tFTtE�
11ESE'.PECF1CAl10NS A1D au„rlcs,aE O.A. 1-29-08•
Mom FROPWARX AND Cowso Ml DRAMMG MILE n
P.O. BOX 368 MAURNS OF MCDM UNMACRM
so whim" AM PRD" n TO 1 END ZONE RAFTER/OVERHANG ASSEMBLY
SAFETYPHO/E�R(� 7�D;� 695 � SPMEOAM IM � p(ZA� NUMBER
'T MW AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYR ROOF FRAMING
16" ON CENTER
— I TRIPLE WIDE CENTER SECTION ' AK
-- I' — —1—_ _ _1_ —L —
SITE INSTALLED DECKtI'IG ON PITCHED
TRUSS SECTION do REMAINDER OF NO BLOCKING REQUIRED
BOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL
ROWS OF SHEA7MK) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE
SITE INSTALLED PITCHED TRUSSES TRIPLE WIDE MARRIAGE LINE
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
NOTES:
1. 1/8' 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).
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE
SAME DECKING PATTERN.
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15
GA. STAPLES AT 3' 0/C EDGES AND FIELD
:INSTALLED DECKING TO HERE
John 0: C3tas^, R
K2
9
I
I
0
911NDIONE NI
ALL EXPOSURES
(110 AIPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
Revised
Oct 29,2007
FEDERAL MA HuF rl,NC.
HOME
WNSTRUCnON AND SAFETY STANDARDS
JACOBSEN HOMES 1M M AM DRAB � �""N eT O.A. oA»_ 1a-24-07 �' " '
. Wl-w A
P.O. BOX 368 YA1flbAts �' JACOI�I ANINIFACIUafIC
SAFETY HARBOR. FLORIDA 34895 w- 91CH mAmfts AK R� to � ON SITE PITCHED ROOF DECKING INST.
PHONE (727) 726-1136 IVT jN � ,Zw� ORAf>�IC Mew
AD—PR-7004
23
W,
- TYP. 50 SQ. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR OUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION /
CEILING PANEL--/
CENTER SECTION (FLAT TRUSS)
WALLS MARRIAGE WALLS
FLIAT CENTER SECTION
SITE INSTALLED CENTER
SECTION OF ROOF
DAPIA APPROVAL:
NOTES:
APPROVED BY
ON rl Revised
Oct 25,2007
00oINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE DRAWN BY: R:
DATE: REV, LETTE
❑[�❑ JACOBSEN HO ES mm sKcmTIm Am D mGs ONo.A. 10-24-07
❑Cif OWMAL. PROIMETARr, AW CONRDENM DRAWING TI
mawas OF µcoesEN MANUFXTURI+a SITE INSTALLED PITCHED ROOF VENTS
❑„ P.O. BOX 368 W- SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 REQ'IEHT FOR 9EOTT6 PURPOSES AND WM BE DRAWING NUMBER:
PHONE (727) 726-1138 KEK CONFlDC RX AHD SECRET HIM OTHERS AD-PR-7005
24
ROOF VENTING
3
Iz
W
MARRIAGE WALLS I
T1tP. 100 50 KCUIWTS FOR
VDITAATIUI O ROOF SECTION
i +r (SEE 001 FOR K.WWMENTS)
100 SQ. IN CUTOUT VENT HOLES
R N
SECTION
F.oT�1R D 1N FLAT
ROOF
I I MARRIAGE WALLS
_FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
MARRIAGE WALLS
LOW VENT LON VENT
i.r i+r
•50 s0 IN. VENTS REQUIRED
`3 Luru VENT IN SITE INSTALLED TRUSS SECTION
W r-�_ _
\—
CENTER LINE OF CENTER SECTION
111 x som 1rnc1N
Noa 1WNt
I too mm
-M,-y ID 4-
1
WU
K - 1D -i
2
.w AM101 1000VAK 1[MLS
TTP. 50 SO. K ROOF VENTS LOW VENT
LOW VENT (SEE CHART FOR REOUIREMENTS)
/ MARRIAGE NAILS
—01'
SITE INSTALLED CENTER SECTION OF ROOF.
DAWN ArMWOi:
PROVED BY
lip JUN 10 ?
INC.
JAL MANUFACTURED HOME ---M
NOW& DRAWN eT: R.R. 01-22-04 �• u1R�
JACOBSEN HOMES M:K SKCrCA1M 00 00101M AM
00WAL, PROREIARI. AND OOMrtDd%K DRAWING 1111E:
_ MA'S or A om I N"ACAMM R00F VENTING
P.O. Box 368 �-
Rt S M MA7[IA" AK MWW>W 10 1K
rl SAFETY MAROM FLORIDA 34695 Kopen IDII SPEfiIC 111r= NO curl K DRAWING NIA6ER:
PHONE (727) 726-1138 Ivy cwlD zK An gala nw omm AD-PR-70M
eiR
PITCiHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT LAr
(OR SOLAR
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
\ � SITE INSTALLED CENTER
SECTION OF ROOF
�- EXTEND FLEX DUCT 3" ABOVE RAFTER SHEATHING
`FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING—
FACTOR ji INSTALLED CENTER EXTEND PIPE 3" ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
\ MARRIAGE WAL�S
FACTORY INSTALLE
:XHAUST DUCT SPLIT
►ND FASTENED TO ROOF
)ECKING OR BACKER
PITH MIN. 4 8D NAILS
N LIEU OF FASTENING
)UCT TO VE T CAP.
SITE INSTAL ED FLEX DUCT
SHEET ME AL
SCREW
-FLEX DUCT CTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND (ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A' ,
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECInCATIONS,
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLr710N.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A ISOUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN M THE DETAIL ABOVE
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3" ABOVE ROOF)
(SEE DETAIL 'B')
PLUMBING VENT
<KROOF FLASHING
(SITE INSTALLED)
,,,--
VENT PIPE
(SITE INSTALLED)
COUPLER
m (SITE INSTALLED)
VENT PIPE
D,,v-(FACTORY INSTALLED)
DETAIL 'B'
DAM APPROVAL:
APPPOVED BY
INC.
FEDERAL ANUFACTURED HOME
rneiciDl i TI(1N AND SAFETY STANDARD$
DRAWN BY: R.R. OAIE U1-23—U4 REV. LETTER:
1►[sE SPETy1CA
JACOBSEN HOMES N07"��
1DN5 AM oRAW.lcs ARE
OMOKAL PROPRIETART. AND CO1.MIK DRAWING TITLE:
P.O. eox 368 MATERIALS OF J%DO EA HAMNACRAiW
Rx" kamtms „K PRowom 10 THE PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 PEOPO4 TOR SPEOIC PLOM NO MUST iK DRAWING NUMBER:
PHONE (727) 726-1138 _KEPT CONIKNIM AND. SECRET TRDr 011M AD-PR-7007
L ,
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15/ FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 1NTH A s' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I
i
FIELD INSTALLED ROOF SHEATHING
1 6' WIDTH OF ROOF CEMENT WHEN
I ; 1 ; 1 I OPTIONAL 15j FELT IS INSTAUED.
i
I OPTIONAL LAYER OF 15/ FELT 1
�
r ;
ONE—PIECE Sm.—
ROOF SHFARM (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 Tip OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2' 1/Y
TO TO
3' 3'
1' 1'
h
n
FASTENING DE AIL
WINDZONE III
(110 MPH)
ALL EXPOSURES
NOTES: MUNM APPROVAL- DAP{A APPROVAL•
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED Oct 29,2007
ARE JUST TO HOLD FELT -IN PLACE UNTIL SHINGLES ARE INSTALLED.) ; n n�o INC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ �Tl EI i�1%Il lI1G. EDERN IYINIFIIQURED MODE
9 � � MSTItl1QIDN MD saFE1r sranDaMos
ONLY WHEN SPECIRC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES Dm AM WAS=AN DUNaY O.A. " 10-24-07 RE1"�`°
WEIP.O. BOX 368 MAIMA1S W JAOOISEM WWACRM SIZE INSTALLED SIUNGIE AND UNDERLAYMENT . H
fMC SUM WAMWU A t PMOINED M DE
SAFETY HARBOR. FLORIDA W95 aS m IOI S1F m Pl m Rap mum w wC MgET�
PHONE (813) 726-1138 IIPT opfi101MU Rap SIM RU WIM AD—PR-7008
21
-ING TAR UNDER
ING FLANGE AT
FASTENERS
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING. tN
OPTIONAL SHINGLES MAY BE APPUFD TO
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
SHINGLE ROOF
SOLAR TUBE DOME. MATH NAILER —
FLANGE. SECURED TO ROOF. ON TOP
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. VATH BOT70M Or
FLANGE OVER SHINGLES (BOTTOM FLAI
MAY BE COVER MATH SHINGLE TABS
SECURED MOTH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
HING INST
TYPICAL SHINGLE ROOF
—� TYPICAL FIELD INSTALLED RAFTER
.105* X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
NOTES DAPIA APPROVAL'
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1' X 16 GA. APPROVED BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
INC.
zwl
FEDEVRL010NAND
D HOME
CON ETY STANDARDS
JACOBSEN HOMES NOTICF.AM DRAWN BY: DAIS REV LETTER
TN[SE SPEIi1CJKTIpiS AM oRAWKnCs ARE M.T. 02-04-04
ORGI M. PROPRETART. AND CO rMTK DRAWNG TITLE
� i P.O. Box 36B MA70MES Or JUDO" NAWACRWAK TYP. FLASHING INSTALLATION
KIIG .S m wTFNALS ARE PROv= TO 7W
SAFETY HARBOR. FLORIDA 34695 Ftorar rat SPJIrIC WMSES 00 NMT K DRAWNG NAIYBER:
PHONE (813) 726-1138 KEPT WrLDKW AND SECIET IRON o11m AD—PR-7D09 .
28
ADDENDUM
GENERAL .'NOTES / TIE-DOIRNS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOWNS *EN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W!�E'I ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED W THE TABLE(S), A STABILIZER PLATE MUST BE ,NSTALL_ED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5S VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 1 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON If. CROSS-SECTION
DETAILS) AND SHALL COME OFT' THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL. TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION RM TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES.SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MA)OMUM OF TWO LONGITUDINAL TIE —DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS —MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE —DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS —
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE —DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS —MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BL00013 P.EOL"REMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES- ENGNEER`AtjW1...... fi///lDAPIA APPROVAL
F ROVED BY A,,,
THESE NOTES AND DETAILS ARE APPLICABLE Q` N0. O
FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 •: j N 1 5 10
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .� AND EXPOSURE V. SEE APPROPRIATE TABLES TAj^ '
FOR SPECIFIC INFORMATION ON EACH. INC
/ c�
• 6 /� •' �� .ro�"�wsTT aio
WO Y
N0T] m J�AhqoJ mwi 0 DATE: REV. LETTER ACOBSEN HOMES THESE SPECVTCATNJNGIY 5 AND GNGS ARE C.L.Y. 5-19-95
ORI NAL. PROPRJETARY, AND COamnAI DRAWING TITLE /�
mtmpfP.O. BOX 368 UATERULS Of JACOMN MANUFACIMNC TD—GENERAL NOTES
'J--1`
SAFELY HARBOR, FLORIDA 34695 oK SUCH MATERIALS ARE PROVIDED TO THE
PHONE(813) 726-1138 apMw qP av M mi DA""'G MusER AD—TD-0001
29
ADDENDUM
NORMAL TIE-DOIYN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II WIND ZONE III
FLOOR KIC110N
M�� YIN. OTYANCHOR
WIDTH EAANGLE EA. ENDIO AKGIE
EAYIN. 6 EA SECTION20'-0' 36' 2 45'
24'-0" 46' 2 60
25'-4" 2 50' 3 38
26'-8' 2 54' 3 41
,00
,00
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE n WIND ZONE III
FLOOR EAVE DBL. HEAD ANCHOR ANGLE
I ACING� HEAD ANCHOR ANGLE SPACING WIDTH OVERHANG LOAD LOAD
20'-0' 12" 8'_p• 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' 3150# 40'-50' 6'-8' 3150# 40'-50'
26'-8' 12' 1$'_p• 31501 40'-50' 6'-8' 1 3150# 40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR WN. OTG. ANCHOR YIN. QTY. ANCHOR
EA. END OF ANGLE EA END OF ANGLE
WIDTH
EA. SECTION YIN. B Ell SECTON MIN. 0
20'-0' 2 50' 2 68
24'-0' 2 70' 3 50'
25'-4" 3 1 45' 3 60'
I 26'-8' 3 45' 3 60.
VERTICATIE-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE HF
DBL. READ ANCHOR ANGLE
FLOOR EWACNG DBL HELD ANCHOR ANGLE SPACING LOAD
WID1H OVERHANG
NG I LOAD
20'-0" 12" '-4' 31501 40'-45' 4'-0' 31501 40'-50'
0"
12' S'_4' 315011 40'-50' 4'-0" 3150# 40'-50'
25'-4' 12' j —4' 31501 40'-50' 4'-0' 3150 j 40'-50'
26'-8' 12' 5'-4' 3150# 40'-50' ++++ IIIIIIrT '-0' 3150,E 40'-50'
�pN ,i� DAPIA APPROVAL'
NOTES:
�� O
�.��� Q� • G\S T E�CC ii
1. SHE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS. :'�4✓ c� '.�'.
Q No. o . PPROVED BYE
2. SEE AD-M-0011 FOR MAXIMUM PIER HEIGHTS KLWIKED rOR THE LOADS _ ENE8 5
TABULATED ABOVE. -
�''• OF: ' ,U. INC
NOTV r0AA1MN+D .. V DATE: REV. LETTER:
JACOBSEN HOMES THESE sPEoncooNsTAND DRAWNGS ARE C.L.Y. 5-30-95
MONAL, PROPRIETARY, AND CCNIIOENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANJTAClMNG NORM. SPACING TABLES
„ P.O. BOX 368 W_ SUCH MATEFULS ARE FRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 REoP[NT FoR sPEC61C Fifosrs No YUsT BE DRAWING NUMBER:
PHONE (813) 726-1138 IUT C016MR& AND SECRET tRDM OTHERS AD—TD-0010
30
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C via
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WND ZONE u
WIND ZONE N
wa V.
EA ff
ANm
A
OL On
EA. om
ANam
ANL4E
FLOOR
WIDTH
� sm sec>�1
via 9
U sDcaoN
rss. e
23'-4'
2
54'
3
47
�O
24W
2
54'
3
40'
25'-4'
2
60'
3
144'
26'-8'
3
38'
3
48'
30'-8'
3
47*
4
41'
(SEE NO1E 14 FOR ANCIIOR ANGLES)
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
MAX
WND ZONE II
V&D ZONE 11
VA�
OVERHANG
�
AlflllOtt AN(iE
sPAlnlc .
t0e. �
ANONIL AMQE
'23'-4'
12'
5'-4'
31501
W-45'
54
3150f
24'-0'
12'
5'-4'
31501
40'-45•
6-4'
31501
35-40'
254
12'
.514
3150f
40'-45'
5'-4'
31501.
S-8'
12'
5-4'
31501
W-45'
6-4'
3150 f
3T-40'
12'
6-4'
31501
40=45'
5-4'
3150f
35'-40'
(SEE NOTE f 4 FOR ANCHOR ANGLES)
e��aaaasoa�ios��
IC• DOF1 00
' No 45484 m
� O �
- O
�0�...,� "P• �'�c�m REF. CALC.
C-TD - 215.01 - 215.20
sONALE?�`°°
aa
NOTES:
Exom R APPROVAL•
DW APPROVAL:
1. SEE AD-M-M FOR ADOMONK REQUfftELOM
APPROVED BY
Z SEE AD-TD-MIJ FOR MANN PER HIMIS REWM FUt 1HE LOADS
TADWAtED ABOVE
IN Otm 16,2009
7PiINC.
3. TE-D= DE.'M ON 10 PAGE APR MIE TO DOUBLE 11M ONLY.
.
4. NO MOM M E SflOV111 D1 THE CNARi ABOVE CANNOT BE AON®IY FDA
MAW AN APPROVED STAR= RATE
CDKsnFEDERAL cnoNMAKLI� D SAFE XOST
CONSiRUCf10X AND SAFETY STANDARDS
JACOBSEN HOMES
1NM 84nm1m ao MAIM Aar
M.T
oA1E 06-04-09
`M `um
+LTERNATE SPACING TABLES
Elmo
P.O. Box 368
NA1E1tli LS OF JADOWN UWACIUNG
LLLU
SAFETY HARBOR, R.OMDA 3095
PHONE (813) 726-113D
w. sum uAmm ARE FWAU M 1NE
ROM fag FM KIFM W MW 1E
mAt
WT M w am Fm Does
DRA►1 NG NAM AD—TD-0010.1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING RE —DOWN SPACINGS
MAX I PER M-TD-0010 TABLE m PER Ab- 0010 TABLE I M AD-M-0010 TABLE PER AD-TD-0010 TABLE PER AD-11-0010 TABLE MAX
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE 17-DOTER IMOD
TYPICAL
SHOWINGOSS TIEDOWNS� I I np• 11.DcR SnTe+7 III rlp'
SEE NOTE 5 FOR
MAXIIAN HEIGHT
ANaN ANGLE
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE-DOIFN .YE A �„►
NOTES: ENaNEQt� QVAE TCD£O�'�,A 0AW BY
1. SEE AD-TD-ODIO FOR SPACING TABLES
2 SEE AD-M-0010 FOR QUANTY OF LONQTUDIAL TIE -DOWN STRAPS REWIRED. Q` No. - ,jY4�d i 1 21
3. SEE OTHER DETAILS FOR BLO0aNG (PIER) QUANTITY AND OTHER REOUIREIAENTS. _ ENE8703571 INC,
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. I v
5. ZONE 2/DPOSURE 'C: 60' MAXMUM HEIGHT
ZONE 2AVOSURE 'D': 44' MA)MM HEIGHT %'p •• �% 92p`
ZONE 3/E)FOSURE'C: 40' MAXIMUM HE)GHT ��iit`••• Q�i •' \��` Rff. CALLS:
ZONE 3/EXPOSURE b : 36' MAXMUM HEIGHT i'�i�Fs+S/0 • • • •'LLL• �•� �����
NOME- atw DATE REV. LETTER:
E� SP
JACOBSEN HOMES TNEanCATIONS AND DRAW= ARE C.L.Y. 3-27-95
OIGGNAL PROPF<fETARY, AND WMIDENTut DRAWING TITLE:
P.O. BOX 368 MA7Qt1ALS OF JACOBSEN MANAUFACIURING FIGURES 1.0 AND 1.1
WG SUCH MATERIALS ARE PRQNOED TO TIE
SAFETY HARBOR. FLORIDA 34695 FMXV M FOR SPEM PUi SM AMU MUST BE DRAWING NUMBER
PHONE (813) 726-1138 OUT C016DENAAL AM MMU n= OMM AD-TD-0011
I
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION
SHOWING'TIEDOWNS TM� FLaoR
M
maim Mai (a Nom 18) MINOR ANHYE (SEE NOTE 16)
FIGURE 1.1
(DMM BASED ON 951/Y' 1-BEAM CFNIERS MM 96' ligi MAU)
NOTES:
1. SEE AD-7O-0010.1 RR SPACING TAM
2 SEE AD-TD-0010.1 FOR QUNOTY OF LONOMMIA1. 11E-00MN STRAPS REQIARED.
3. SEE OTHER DETAJLS FOR .B MING (PIER) QUAN71TY AND OTHER REQUIREM M5.
4. SEE AD-TD-0001 FOR AMMONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE V: 67* MAWIAH HEIGHT
ZONE 3/EWMRE 'C': 5r MA=tW HEIGHT
6. WHEN ANCHOR ANGLE SHOW ON AD-TD-0010.1 CANNOT K ACHIEVEI),
INSTALL AN APPROVED STABILIZER PLATE
rdaaa�esseees
`
m
m
BrtiA�..
eeeass9se
SEE NOT 5 FOR
WIaiUY lE1GIf
APPROVED BY
Jim 16,2009
INC.
FEDERAL WWUFACnIRED HOME
CONSTRUCFION AND SAFETY STANDARDS
GTD- 215.01 - 215.20
JACOBSEN HOMES
NOTICr.
WNSPF1CflGUN, AMMAW=AK
ORtliNA4 pROPWfEfAHYAM OONFIDEN1111L
MA1EiW OF MAHUFAC110BtG
DRANK BY:
M.T.06-04-09
DALE:
W-V• MIW.M
DRAWING 11T1E:
FIGURES 1.0 AND 1.1
P.O. BOX 368
W. Sm MAum= ARE 10 7HE
DRANLNG NwB� AD—TD-0011.1
SAFEPHONE ((813) 726-I1138 95
KK &Lw � MIDRN ODM
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1 �'
�1
I
I
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
YIN. OTY.
EA. END OF
EA SECTION
MICHDR
ANGLE
YIN. B
UK OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
WIN. 6
12'-0'
2
43'
2
55'
13'-4'
2
50.
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
SPACING
TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
�AONG
DEL HEAD
LOADANCHOR
ANGLE
SPACING
DBL HEAD
ANCHORANGLE
12'-0"
6'
18,-0"
3150
40'-50'
6'-8.
3150#
40'-50'
13'-4'
6'
18,-0,
31501
40'-50'
6'-8-
3150#
40'-50'
j
S
O
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
FLOOR
WIDTH
YIN. OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
YIN. A
YIN OTY.
EA END OF
EA SECTION
ANCHOR
ANGLE
YIN. 9
12'-0
2
64'
3
47'
12'-0*
3
37'
4
33'
13'-4'
3
42'
1 3
1 55'
13'-4'
4
VERTICAL TIE -DOWN / FRAME TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
ADHG
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
12'-0*
6'
5'-4'
31501
40'-45'
4'-0'
3150Q
40'-50'
13'-4'
6'
5'-4'
3150Q
40'-50'
4'-0'
31501
40'-50'
ENQNEER%w PRQ L D"'•lilt,
DAPIA APPROVAL
1. SEE AD-TD-0001 FOR ADDITIONAL REWIRELENTi
�.k�'•GSrEF�F�'�.,'
�:Q� Fo;2�:
APPROVED BY�-
No.
'NTA
2. SEE AD-TD-0013 FOR UA)aUUW PIER HEIGHTS WIRED FOR THE LOADS
z
:
J N T 5
TABULATED ABOVE.
ENE8703571 -
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
INC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' OOR N1D1H5 1MTH 95 I/2'
I SPACING, 96' YAJ0YU11 SIDEWALL HEIGH AND 6' NAMU11 SIDEF�•.1/OIAN
SEAT' f�F
•� 7'i �+
cositipptApyFCRSiwGV1�
-BEAU
OVERHANG (6' OVERHANG UTAX. EACH SIDE OF UNIT).
JACOBSEN HOMES
NOTICE: '111fF II
THESE SPECIFICATIONS AND DRAWINGS A1�
t111`Tt`d
C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. BOX 36B
CIaQNN- PRGPMETAKY. AND CONLIDENTUL
UATMALS OF JACOBSEN UAWFACMNG
INC. SUCH WATEPkS ARE PRONDED TO THE
DRAWING TITLE:
NORM. SPACING TABLES
A
„ SAFETY HARBOR, FLORIDA 34695
RECKHT FCN 9xTC PIPPOYS AM MIST BE
DRAWNG NUMBER:
PHONE (B13) 726-1138
OUT COifMPA MO YGIET EROU 01NM
AD-TD-0012
34
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
rin Ni-iu-wi[ 1111!<L FLK AIl-IU-UUR TABU MAX
FIGURE 1.2
SEE FIGURE E0 FOR ALTERWATE TIE —DOWN 1Difi0D
mu AM E
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE M—WH 10:lROD
SEE NOTE 5 FOR
MAXMUM HOW
NOTES: S: ENOIT%%*mold#//'j� DAPIA APPROVAL
-
I. SEE AD-TD-W12 FOR SPACING TABLES AND NOTES. C: •DoFQ�'''% APPROVED BY 2 SEE AD-TD-0012 FOR OUANTY OF LONGIlU1)iAL TIE -DOWN STRAPS REOURED. � �0; •�G\STi q . (�;p ,
3. SEE OTHER DETAIS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUREIIENTS - No. ZON
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENTS. - - EN 870357 .TAN i f
-5. ZONE 2/EVOSURE V. 30' MAXIMUM HEIGHT — =
ZONE 2/EXPOSURE V: 48' MAXIMUM HEIGHT INS,
ZONE 3/WDSURE V- 28' MAXIMUM HEIGHT A `E of • k, "'"F"�'�"®101�
ZONE 3/EXPOSURE V: 60' MAXIMUM HEIGHT • /,y 4��g �� �: .
1
JACOBSEN HOMES iFtFSi sa�aF+cANiloOMs�,Ci►m .* N �� C.L.Y. DA1E 5-19-95 RE
v LEA`
tin % ••
0MQNAI. murmETART, mw LA"wE11im DRAWNG TITLE: /�
„ P.O. BOX 368 MATEIU LS OF JACO85EM MANUFAC1t = FIGURES .1.2 AND 1.3 �L1\
SAFETY HARBOR, FLORIDA U695 W_ &M MA7ERUIIS AW RiOVM 70 THE
AECIW FGR 9iCf1C RRAM AM MUST BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT COIFi[NIIAt AM SEW FAOM OMM AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD--0010 TABLE ' R AD-TD-0010 TABLE PER AD-70-DCIO TABLE PER AD-ID-OD10 TABLE PER
FIGURE 2.0
TABLE YAx
I
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
O pRowL •. C(� DAPIA APPROVALNO NOTES: S' •'G� E
1. SEE AD-TD-0010 FOR SPACING TABLES . No .
o. o APPROVED BY
2 SEE AD-M-0010 FOR QUANITY OF LONOTUDIALITIE-DOMN STRAPS REQUIRED. _ : ENE8703571 _ 5
3 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS = �•
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. INC
°�•'. n,�_\''\a�,�'` f4DFA�l Wwf/C,LA®IQE
' V `_ `_ W67RrCiavo SViIiSWG�ELs
S 10 EC�V`.�`�
Al Al
"'Ilifif III1110'
JACOBSEN HOMES
NOi7CE:
THESE SPEonGnoNS AND DRAWINGS ARE
ORIGNAL. PROPWETARY. AND MHnDENTIAL
DRAWN BY:
c.L.Y.
DATE:
5-19-95
REV. LETTER:
A
DRAWING TITLE:
■
MATERIALS OF JACOBSEN MANUFACTURING
FIGURE 2.0
P.O. BOX 368
„ SAFETY HARBOR. FLORIDA 34695
LNG SUCH MAXP-kS ARE PRONDED TO THE
KOMI FOR SPECK Taus AND WSI BE
OHM
DRAWING NUMBER
AD-TD-0014
PHONE (013) 726-1138 1
IVT cmrWTIAL Ago SEMI FRCP
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE NEVI OF UAIN FRAME
lE-DOWN STRAP
SEE OTHER DETAILS
FOR TIE -DOWN STRAP
SPECFICATIONS.
APPROVED ANCHOR WELDED TO
MAIN I-MAM (SEE OTHER OETA13
SEE W-TD-0200 FOR FOR WELDING) TO BE NSTAUF0
RADIUS CUP DETALS AT W FACTORY.
(REOWRED INS LOCATION). (UW. 315Dj WGUNG (DcSIGN] LOAD
AND 47251 ULTIMATE LOAD.)
GROUND ANCHOR
SEE OTHER DETAILS FOR SITE,
ANGLE AND OTHER INSTALLA71DN NOTES
SOLID HEADER (CROSSUEUBER)
SEE AD-17-02DO FOR
RADIOS CUP DETALS
(REQUIRED THIS LOCA710N}
SIDE V't1V
NOTES:
I. SEE AD-TD-0010 FOR SPACING TABLES.
2. SEE AD-M-0010 FOR OUANITY OF LONGITUDIAL TIE-DO%N STRAPS RLOLfr_D.
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OrdER WOLAREMENTS.
4. SEE AD-TU-0001 FOR AWRONAL REOUREUENTS.
0r7JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34625
PHONE (813) 726-1138
FIGURE 2.1
3' X 3
FRONT VIEW CUT INTO70 HEADER
FOR STRAP ATTACHMENT.
� MUST BE LOCATED
BITIIN S' OF MAIN
(FACTORY CUT)
CHASES 1-BEALL
SEE AD-M-C2D0 FOR
/-"* RADIUS CLIP DETAILS
(REQL.7IED THIS LOCATION).
5. MA)L .
TIE -DOWN STRAP
SEE Orr" DETAILS
FOR TIE-DOW\ STRAP
SPECIFTCAT01
GROUND ANCHOR'
SEE OTHER DETAILS FOR SIZE.
ANGLE AND OVER DSTALLAMON
XCq,ELR &MOVA ;'I A•
N'Ea•a•!^r„ 'y
� TIDY. � K
• : r-i
"141tONA
"liffillooll'o "I
ANCHOR BRACKET AND 7L-DONLV
DEUCES ARE CERTIFIED BY OTHERS
N071c raArN eY_
TnT3 SPEGACAZONS AND CRAWO ME
00GNAL. F ICPRfIART. AND COJIODIUA:
YATERIAS OF JACOBSEN MANWACTWON3
NG SUUL MArova An ►NON7ED 70 THE
XURaT rO1 FEL71C PAWI S AD YJST E
ail CamalAL APO XWO rUM own
FIGURE 2.2
DM -A APPROVAL:
C.L.Y. I 6-13-95
FIGURES 2.1 & 2.2
R AD—TD-0015
47
6
IN
TYPICA
• j /
TYPICAL LONGITUDINAL ANCHD STRAP
(FIELD INSTALLED)
AM CLAMP, MANUFACURED BY
ENGINEERING. PART 159011
t6 ..,..—FACTURERlS INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
NOTES:
DAPIA APPROVAL
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
A
PROVED BY
2. ALL STRAPS TO BE TYPE 1, FINISH B, GRADE STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BlY A REGISTERED PROFESSIONAL
,�1�� 15 •20
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATIONf
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS.
I m I I I V C.
FEDE
AL MANUFACTURED HOME
CON
RUCTION AND SAFETY STANDARCS
' • ' •JACOBSEN BIOMES
THESE SPEOFlGNOTICEDRAWN
TIONS AM DRAWINGS ARE
BY:
M.T.
DATE:
6-12-01
REv. LETTER:
' „
P.O. BOX 368•'
ORIGINAL. PROPRIETARY, AND TANRDENIIAL
NATERIALS at< JACOBSEN NANUFACTVRINC
INC. SUCH NAMU1.5 ARE PROMPED 10 THE
DRAWING TITLE:
LONGITUDINAL STRAP ATTACHMENT
_
•
SAFETYPHONES (727) 726'D11364695'
� �
RECIRNUT �CONFlDfAm AND SEU0 FROM 0 Sr BE iHERi
DRAWING NUMBER:
� AD—TD-0016
38
ADDENDUM
�g�s
r �•
OFFSET UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D `�
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY
ANDIOR
UK OlY.
ANDIOR
FLOOR
WIDTH
EA. END OF
ANGLE
EA END ON
ANGLE
s� �0
•��
EA. SECTIONuDl
a
EA SECTION
MIN. e
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4-
3
38'
3
50'
VERTICAL TIE —DOWN •/ FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL NEAR
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'—O"
12'
4'-0'
31501
40'-50'
4'-0'
31501
40'-50,
12'-0"
12"
4'-0'
3DO01
40'-50'
4'-0'
31501
40'-50'
13'-4"
12'
5'-3'
31501
40'-50'
4'-0'
3000I
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTT.
ANCHOR
WL OTT.
ANCHOR
WIDTH
EA. END OF
ANGLE
EA_ END
ANGLE
s� O
EA sEctloN
uw. a
N
EA. SECTION
MIN. e
10'-0"
2
64'
3
46'
�j
12'-0'
3
50'
3
68'
13'-4-
3
58'
4
48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING -TABLE
MIN.
MAX.
WIND ZONE II
VAND ZONE III
SPACING
DBL HDD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0"
12"
4'-0"
3150#
40'-50'
2'-8"
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4"
12"
4'-0'
3065a
40'-50'
2'-8'
30001
40'-50'
NOTES: ENq� C���OQA I
D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWAU OF ,.• G\S
�:
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE 'Q�' C� '•, %y
••� 4:
WITH THE TABLES ABOYE.•'THE SIDEWALL SIDE AND THE ADJACENT SEC71ON(S) ARE T h' .. -
SEP 0 9 1
BE TIED DOV41 IN ACCORDANCE VATH THE NORMAL SPACING TABLES (AD-TD-0010). ; ;• �, �•
ADDITIONAL
INC.
2. SEE AD-TD-0001 FOR REQUIREMENTS.
3. SEE AD-M-0021 FOR MAIaMUM PIER HEIGHT REQUIRED FOR 714E LOADS TABULATED �, �` '•. ^;o1ar. •'N� `�: FED
i�il,�`ss
RAL MANUFACTURED HOME
STAND
ABOVE. • .... ,`��� COi
ISTRUCTION AND SAFETY
J AC O B S E N HOMES
NOTICE J4411i
TNEsE sKananoNS AND DRAW= ARE
I fth ' R.R.
R
DATE: 8_27-96
REV. LETTER
P.O. BOX 368
ORIGINAL. PROPOETARY. AND COIN1DEKTLq
MATERIALS OF JACOM YAMIFACTIMIC
VIC. RICH YATERKS ARE PROVIDED TO THE
DRAWING TITLE:
OFFSET SPACING TABLES
®�
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RECIPINT rOR SPE= RAaOSIS AM NMI K
►EPI COWDENIIu W SECRET IT= Onus.
DRAWING NUMDER:
AO—TD—OO20
h
,p
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/
SHOWING TIE -DOWN SPACINGS
w E-- ANNGLUM Ah = —•+
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE -DOWN XMDD
ENq DAPIA APPROVAL -
NOTES: • �,\STER F
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION IONLY). : .•��� '3 ;i . No Fp••2 I. APPROVED BYE
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DO i STRAPS REQUIRED. = ENE8703571 •:
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. _ 7NTA
INC. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ••• , \'
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT i� •.•C..� "�� `�
ZONE 3/ZONE E OSURE C': 32' MAXIMUM HEIGHT OSURE D: 24 MA)UMUM HEIGHT (32' 024' DE MIN.)
ZONE 3/EXPOSURE 'D'.' 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) Z ,�
N073C1k DRAWN BY: DAIS REV. LETTER:
J AC O B S E N HOMES THESE SKOnCATIONS AND DRAWINGS ARE C.L.Y. 5-11- 95
ORIGINAL. PROPRIETARY, AND CONFDEIhITIAL DRAWING TITLE: n
❑;;� P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING FIG. 3.0, 3.1 & 3.2 /F-1\
INC. SUCH MATEMS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOSES AND MAST BE DRAWING NUMBER:
PHONE (813) 726-1138 IFPT CON WTIAL M SECRET FFM OTHERS AD-TD-0021
SECTION)
FIGURE 3.0
EE FIGURE 4.0 FOR ALTERNATE M-DOWN KMOD
PER AD-TD-ODIO TABLE MAX.
FIGURE 3.2
Kill% ALTERNATE TIE -DOWN MOD
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,1,111111I1►►,,,,
NOTES OV ii�4 DAP1A APPROVAL
O`� srE' •�
1. SEE AD FOR SPAGyi TABLES (OFFSET SECTION ONLY). � Q�G NO '4FO /!j'� APPROVED BY
2 (SEE NBC p20ONL�0uAN:TY OF LONCITUDIAL TIE—DOMH STRAPS REOUIRfD. (`'E8703571 — 5
3. SEE OTHER DETAILS FOR BLOOCNC (PIER) QUANTITY AND OTHER REOUIRWENTS.
4. SEE AD-7D—OD01 FOR ADDITICCAL REOUIREYENTS. I I V C
AL
O�`F UTAN. •C��`� cao�RIPO�AiOYItlIfiMLWq
JACOBSEN HOMES
NOT7CE ""'
ilIE9: sPEonunoNs AND o1urANcs ARE
M0NAL PROPREURY. AND WGUMP&
aRAx1+ BY: ,
C.L.1'.
GATE:
5-11-95
REV LETTER
DRA1ANG TITLE-
P.O. 90X 368AREPROVIDED
YA1EMALS OF JACOBSEN YANUFACTtA3Nt
FIG. 4.�
„
SAFETY HARB _�, FLORIDA 34695
MOMENT rat 9MIC RI M NO TOK
NUYBEk
PHONE (813) 726-1138 .
1VT WTIAL AM MOV n= OHMDRDRAWING
Ch
AD—TD-0022
J
41
ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN
SPACING
TABLE
MIN.
FLOOR
WIDTH
WND ZONE II
--TIN. D ANCHOR
EA. ENO OF ANGLE
O
EA SECTION YIN. 6
WIND ZONE III
u111 Ott. ANCHOR
EA. END ( ANGLE
EA SECTION MIN. 6
U
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
2
67'
26'-8'
2
55'
3
I 30.
VERTICAL TIE
-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLO OR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DB .HEAD
L0AD
L -
ANCHOR ANGLE
I
20'-0'
12'
12'
12'
12'
4'-0'
4'-0'
V-8'
6'-8'
3670�
3700�
4000l
39501
20'
20'
15'
28'
4'-0'
4'-0'
4'-0'
4'-0'
3900#
3950
3950#
3950#
20'
20'
22'
22'
24'-0'
25'-4'
26'-8'
LONGITUDINAL TIE -DOWN
SPACING
TABLE
t
I
MIN.
FLOOR
R1DTH
WIND ZONE II
ANCHOR
EA. ENDANQE
YIN. O�CF
EA gcMIN. a
WIND ZONE III
YDL ott. ANCHOR
EA fND CF ANCLE
EA SECTION uw e
20'-0'
2
50
N/A
N/A
24'-0'
2
70'
N/A
N/A
254
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE
DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX.
FLOOR EAVE Sp9mc
WIDTH OVERHANG
20'-0' 12' 4-44000
24'-0' 124'-0'
25'-4' 12' 4'-0'
26'' 12' 4-44000
—8
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REOUIRED FOR
ABOVL
WIND ZONE II
WIND ZONE III
SPACING D OAS
ANCHOR ANGLE
LOAD
20' N/A N/A
40001 24' N/A N/A
40001 26' N/A N/A
27' ,,TTUX , N/A N/A
ENCINf<[R' PR0,YALpo�'4� DAPIA APPROVAL
••• .•
,•� ,S, O
nC) 9c�Q'. •� = - - ...tip_
THE LOADS TABULATED ENE8703571``-
ANCHOR ANGLE
N/A
N/A
N/A
N/A
. .
3. 20 WIRES -82• MAXIMUM I -BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-D031)
JACOBSEN HOME'
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE-(813) 726-1138
6./Z�t( ✓ `� `� _ .
i `.` ' /' V,I� ��� _.........�....
fill T9RINW►1' : DATE: REV. LETTER:
rTOMce C.L.Y. 6-13-95
i THESE SPEQFlCAIN)115 AND DRAMNfXS ARE
ORDINAL PROPRETARi. AND CON WTL*L DRAWING TIM
MATEIaALS Of JACOWN MANUFACRFMG ALT. SPACING TABLES
INC. 9JC4 MATERIALS ARE PRONDED i0 THE
REOMT fOR TEMIC PJWM"W%l 6E DRAWING NUMBER:
WT C*fWTm AND SEOV rRW ODM AD—TD-0030
42
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
SEE NOTE 4 FOR
MANN HDG11T
4. MAX. FIGURE 5.0
,, ,J,, LSBE FIGURE LI FOR RECOMMENDED M-DDTN IE MOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TITH A DESIGN LOAD (TORMG LOID) RATING OF
4,000 POUNDS AND AN UIITMATE LOAD RA1TN'G OF 6,ODO POUNDS MUST BE USED. AN EQUIVIUR ANCHOR MEETING THE ABOVE SPECITCATIONS WE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYE CREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL P,EOUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCK= (PIER) OUR41TY AND OTHER REOUIREMENTS.
3. FOR FIGURE 5.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-0030).
4. ZONE 2/EXPOSURE 'C': 3X UAXW..UU HEIGHT
ZONE 2/EXPOSURE 'D': 27- MAIODUU HEIGHT
ZONE 3/EXPOSURE 'C': 30' MAX7.WM HEIGHT
ZONE 3/EXPOSURE 'D': THIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
INSTALLNG 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.
IMEER JIPPROVAL�i — DAPIA APPROVAL
RUC: �C1 S .........
No, O
• ENES7035 1
NOTTC� '1ijil' +ORAWN BY:
JACOBSEN HOMES ITHESE SPEOFICATIONS AND DRAWM ARE I C.L.Y
DRIDNAL. PROPRIETARY, AND CONFRD TK
P.O. EO% 368 MATERIALS OF JACOBSEN WANUFACTIHWG
„ Dr SJCH MATERIALS ARE PROMDED TO THE
SAFETY HARBOR. FLORIDA 34695 REMPKK TOR SPECM REPOSES AND UM BE
PHONE (813) 726-1138 JUT CWWnAL AIO SECRET FROM DINM
DATE
6-13-95
FIG. 5.0
AD-TD-0031
43
��cl�lE
� �
ADDENDUM
1 NPP��'M°��'y1R►��5 Q
�i,
"� rE"0°�yC�ORs ALT. OFFSET
UNIT TIE -DOWN SPACING TABLES
QQQ
ZONE II & III/EXP. C & D
I
LONGITUDINAL TIE -DOWN SPACING TABLE
j
MIN
WIND ZONE II
WIND ZONE III
MIN. OTY.
EA END Of
EA gcnoN
ANCHOR
AN
MIN. a
MIN. OTY.
Ell END OfANGLE
EA gcTlcN
ANCHOR
MIN., e
FLOOR
^�4 0�
i
20'_p•
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
11i� 1
25'-4'
2
45'
2
58'
48'
3
370
VERTICAL TI�-DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
MND ZONE II
WIND ZONE III
SPACINGDELHEAD
LOAD
ANCHOR ANCIE
SPACING
DBL HEADLUAD
A.9DNOR ANGLE
FLOOR
WIDTH
SAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4000
20 -30'
25'-4'
12'
4'-0'
40001
20'-30'
4'-0'
+_4000#
40001
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
4'-0'
'25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
MIN. OTT.
EA END Of
ANCHOR
A
MIN. CITY.
EA. END OFANGLE
ANCHOR
S Q
FLOOR
`
0�
VADTH
EA SECTION
YIN.N. 9
EA SECTION
MIN.. 6
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
1
25'-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIC
-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
HEAD
LOAD DB
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
ERH
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
4000#
20'-30'
25-4'
12'
4'-0'
40001
25'-30'
S-2'
40001
1S=30'
26'-8'
12'
4'-0'
40DO j
25'-30'
S-2'
4000#
NOTES
ENGINEER
DAPIA APPROVAL-
`I`1��iV:�+NIN+J/I
C:.Doc0
PPROVED BY
1. OFFSET SECTION WITH THE MARRIAGE LINEWAIL EXIENDWC
BEYOND THE ENDWALL of
,•``���
EgcC �'.
THE ADJACENT SECTION MUST BE TIED DOWN AT THE U
VATH THE TABLES ABOVE THE 9DEWALL SIDE AND THE
IAGE LINE IN ACCORDANCE`��
ADJACENT SECTION(S) ARE TO
]�,•'�G�S� •C�`2
z No. O %.
JUN 1 4
BE TIED DOWN IN ACCORDANCE LATH THE ANT. SPACING
TABLES (AD-TD-0030).
z E ISE%
liqINC
2 SEE AD-7D-0001 FOR ADDITIONAL REOU62EYEN1S
S,rT :.� =
..,::,uowvc
}, SEE AD-Tp-OD}} FOR MAXIMUM PIER HEIGHT REpUIRED
FOR THE LOADS TABULATED
ABOVE
i
JACOBSEN HOM +
S
tHESE sPEanuTNia071CUS Aao oRANN�4s'�i4K
�`�``` C.L.Y.
DATE. 5-30-95
REV. LETTER
DRAWING TITLE
ALT. SPACING TABLES
HE
aaaNAL. PROPRIETARY, AND NSTOUNTWL
MATERIALS OF JACOBSEN MANUTACANIONG
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
ATERIALS ARE PROV= TO THE
REmm 1 it sKar [ simo u0 wsT K
DRAWING NUMBER:
AD-TD-0032
PHONE (813) 726-1138
KEPT altrToa IK AID SEOV +ROM OTIERS
44
ADDENDUM
�5 �qd 4E� COt'�p N g��
ALTERNATE
TIE -DOWN SYSTEM
TYP. CROSS SECTIONS)
SHOWING TIEDOWNS
ANGLE AME
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED TEE-DOTN METHOD
SEE NOTE 5 FOR
MAXIMUM HEIGHT
[TIRES OR AD-TD-UM Dp lT!( APPLY
TO TIM STANDARD MU ll-TOE SEcws
OF THE UNIT -SEE MOTE 1. AD-TD-DILL]
TYP. FLOOR SYSTDL7 TYR am -Low
ANGLE moicIT
FIGURE 6.1
SEE FIGURE 32 FOR RBCOMIEF.IEDED TIE-DOTIN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DOIIN CONFIGURATION A MU CREST PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR M A DESIGN IDAD (TORKM LOAD) RATING OF
4,000 PCUNDS AND AN ULTDNATE LOAD RATING OF GADO POUNDS MUST BE USED. AN EQUIVIIM ANCHOR MEETING THE ABOVE SPECIFICATIONS HARE BY
ANOTHER MANUFACTURER MAY BE USED IN ILU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-1111-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOYM SPACING TABLES (LID-TD-D020).
4. FOR FIGURE &I SEE NORMAL TIE -DOWN SPACING TABLES (AD-7D-0010).
(ALSO SEE AD-TD-0020 AND AD-1D-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D% 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24' MAXBIUY FLIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WJIO ZONES AND IN BOTH EXPOSURE W AND EXPOSURE 'W. HOW1'VER, BY
INSTALLING THE FRAME TIE-DOWII STRAPS AT THE 'OUTBOARD' I -BEAM THE VAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOVVENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
\\ t
�i
�:';V\NO" '.
ENE8703ULL
ST.% C( F -�4?
PROVED BY
NIPINC5
:wlwti:a V�wmr�roeo
JACOBSEN HOMES NOT,mT m A'%" illitt„l(VII DATE. r�� `HER
THESE sPemluTHlNs ANO DRAwlas ARE C.L.Y. 5-30-95
. MONAL. PROPRIETARY. AND CONFTJEIITIAL DRAWING UTLE
MATERIALS OF JACOBSFN YA14XACTLIRWG
HE
P.O. BOX DIG ERM SM MATLS ARE PROVIDED TO THE FIG. 6.0 aC 6.1
SAFETY HARBOR FLORIDAI 34695 . RECPEINT FOR SPECFIC ROW An mnl K DRAWING NUMBER
PHONE (813) 726-1138 MY COI WTIAL No garTROII omm AD-TD-0033
45
ADDENDUM
TERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
olLONGITUDINAL TIE -DOWN SPACING TABLE
/
MIN. W,ND ZONE II WIND ZONE III
FLOOR WIN.N. 0 -ANCHOR UKCITY.ANCHORWIDTHEA. END OF ANGLE EA END OF ANGLE
EA. SECTION YIN. 0 EA. SECTION MIN.B
12'-0' 2 43' 2 55'
13'-4' 1 2 50' 2 68'
VERTICAL
TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
FLOOR
WIDTH
MAX,
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANCLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
4' ,O'
37501
20'
4'-0'
3900 j
22'
IS4
1 6'
1 614'
38501
25'
1 5-4'
3%0#
30'
THIS ALTERNATE 1APPLICATION
REQUIRES 4,000 POUND ANCHORS
0
I
i�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND,ZONE III
YIN. OTT.
EA. ENDSEC ON
EA SECTION
ANCHOR
ANGLE
YIN. 0
YIN OTT.
EA. END O
EA. SECTION
ANCHORANGLE
AK
ltlN. 0
12'-0'
2
64'
3
47'
12'-0*
3
37'
4
33'
13'-4•
3
42'
3
55'
13'-4'
4
1 30'
4
38'
VERTICAL
�E-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
I WIND ZONE II
WIND ZONE III
SPAI]NG
I
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
D LOEL AD
AN04OR ANGLE
12'4
6'
4'-0"
39501
25'
2'-8'
39301
20'
13'-4'
6'
4'-0'
39601
25'
2'-8'
40001
30'
THIS ALTERNATE
APPLICATION REQUIRES,,,, F,000 POUND ANCHORS
NOTES �.,.,.`�� �.. �- Ll F ,,� - -
�• , ....,. ',,
1. SEE AD-7D-0001 FOR ADDITIONAL REOUMEN1i `�``,0 . �G�STEq0.<c'�Z � APPROVED BY
2. SEE AD-TD-0036 FOR MAXIMLIM PAR HUGHTS REQUIRED FOR THE LOADS - ENE8703571
TABULATED ABOVE. _ _ jm 1 5 19
1 MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEYIALL NOT FRONT OR REAR. =
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144' FL01)R WIDTHS V47H 95 1/2' ��•••. / .� ooaoucroyAro
I -BEAU SPACING, 96- MA)OMUM SIDEWALL HEIGHT AND 6• MAXIMUM SIDE ''�� '��` • �A01 . �•''�� ���` s�RiT✓ w
OVERHANG (6' OVERHANG MAX EACH SIDE OF LINITLI �iiS��+t At
�111 N097CD 'f1t PAP"DATE REV. LETTER
J AC O B S E N H O L E S THESE SPECNICATIONS AND ORANNGS ARE C.L.Y. 5= 30- 95
MOiNAl. PROPWARY. no CONI1D01TLAL ORARNG TITLE ALT. SPACING TABLES A
" P.O. BO)( 368 MATERIALS OF JACOBSENN MAN)FACTMNC
NG SUCH MATEIEALS ARE PRONIED TO THE
SAFETY HONER(813) 7226-1138 6 I5 RPCToo 3 Q Tl& AN SECIIESKCnC 110 O K DRATdNG NUMBER AD-TD-0040 Jf
46
A�p�pgS
om
ad ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
MOLE MNGU
FIGURE 7.0
SEE FIGURE L3 FOR RECOEIENDED TIE-DOTN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
1WOYUM HOONT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 573H (TYPE 2), AUGER ANCHOR In A DESIGN IDAD (TOR10NC ID D) RATING OF
4,OD0 POUNDS AND AN ULTIMATE IDAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVIANT ANCHOR MEETING THE ABOVE SPECIICAMNS ]MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-ODO1 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOYN SPACING TABLES (AD-ID-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D% 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXNMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE-DOYN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTAUJNG FRAME TIE-DOWS.
��•G15TEq ,F
� .•�� No. Fo•.2
AENEVDasft
IN A
APPROVED BY
INC,
co.,.+.;er .w wm proeor
LEnm
JACOBSEN HOMES NOTICE """ � � C.L.Y. °A'E` 5-30-95 ��"
THESE SPEC►1CATLDNS AND DCD rNfS ARE
afaolNAL. PROPRtTARY. AND oONTDENTIIIL DRAWING TITLE -
Opp
P.O. BOX 368 MATERIALS OF ACOBSEN MANUFACTU�16 FIG. 7.0
NG SLKN MATFRINS ARE PROVUD TO THE
SAFETY HARBOR, FLORIDA 34695 KCP04 FOR STf= PM�WM NO YAT 1E DRAWING NUMBER
PHONE (813) 726-1138 IDPT CONDOLTIAL AND IOU 11101 OTtM AD-TT)-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' COME OFF THE 'TOP' OF THE I —BEAM
SEE DETAIL 'C'
IL
Y
DETAIL I
PULL DOWN TIGHT TO
GROUND ANCHOR
DETAIL 'A'
INSTALL RADIUS CLIP
(SEE AD—TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
WITH 31501
UM (DESIGN LOAD)
DETAIL E C'
THIS TYPE OF PROTECTION MAY BE USED FOR
TFC�DN.AT LONGITUDINAL TIE CONNECTIONS ALSO.
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OFj STRAP ATTACHMENT = ; 910334 =_
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 '� •'• STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE�0,�;'•• / �P•' ��`'
OF EXTERNAL STRAPS OR CABLES (SEE IRADIUS CLIP).
- N.
JACOBSEN HOMI
LIOND
m
P.O. BOX 368
SAFETY HARBOR, .FLORIDA 34695
PHONE (813) 726-1138
r �'FFT
YETI D AND
I R FIED O1
NOTICE
DRAYM BY:
THESE SPECIFICATIONS AND DRAWNCS ARE
MONAL• PROPKTARY, AND CONFDENTIAL
DRAWING TITLE:
UATEAIALS OF JACOBSEN MANUFACTURING
INC SUCH MATERIALS ARE PROWDED TO THE
RECIPIENT FOR SPECFIC PURPOSES AND MI
DRAWING NUMBER:
KM CWDENTUI AND SECRET FROM OTHERS
DAPIA APPROVAL
APPROVED EY
0 000or P,C-v,
N Iq I =
=r=ll LQNtlFACMRED HOME
7111z cowTaIG1TDNwsArul
HERS NOV 2 4 199
M.T. 6A 11-18-98
MISC. TIE —DOWN B
AD—TD-0050
48
ADDENDUM
�g�s
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C _& D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WAND ZONE II
WAND ZONE III
FLOOR
VADTH
UK On
Ell ED OF
AND43R
A
UK D
UK On
EA OF
SEcnOR
u SECTION
ANCHOR
ANGLE
UDLQI. e
EA.sEcnlR
30'4
3
40
3
25
l�yo
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND 204E II
VAND ZONE III
FLOOR
VADTH
EAVE
OVERHANG
�"C"c
D9L HEM
LOAD
avCcllR ANGE
SPAONc
DOL WA
LOAD
AEOIOR ANGLE
30'-8'
6'
6'-9'
31501
41-46
5'-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND Z014E 0
WIND
ZONE III
FLOOR
►RH
ANCHOR
AN
YIN. Ott.
UK
ANCHORWIDTH
Ell END
ANGLE
EA. OF
CIE
ANGLE
v
�O s� •
u SECTION
UK
EA.SEC sEcnorN
uu� e
3T-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
VAND ZONE 0
WIND ZONE Iq
FLOOR
EAVE
OVERHANG
SPAONc
D8L HEAD
LOAD
ANC"
NOLEVADTH
SPACINGOei
LOAD
ANCHOtt ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0"
31501
49-52
VANDZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. cALcs. G 4/4 - 74, 01 _ y¢- 6;
,�1111111111111///
NOTES:
�
IrVY{ OW APPROVA4:i � p 0 S W
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIRENENTS
:�� CS•' (�\STE/t�
No. Fo'••
APPROVED BY
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
910334 =_
TABULATED ABOVE
T►1 oeo
OF
I^ INC.
.N14 I V
'.�i�'• D ;'
rtOlwwrASTWao
manoctA7lAtps4fFTTtUtiMMf
47
JACOBSEN HOMES
THESE SKOMATINS AND ORArm AK TICLY
"wN BY. M T.
DATE 2-8-99
REv. IETTEit
■
P.O. BOX 368
ORIONAL, PROPRrcTART, AND WwakNnAL
MATERIALS OF KCOBSEN WANUFACMIWIC
DRANANC 11TLC:
NORM. SPACING TABLES
��
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
mt sua WAMOALS ARE PROVED 10 t16E
RELflENI FOR Rant HWPm Alp WM BE
npl fANnOfNlut MO man mom OHM
DRA%WG NUMBER:
AD-TO-0070
\ED
. 49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX PER AD-M-00 TABLE * PER AD-TD-00 0 TABLE PER AD-TO-0010 TII6lE PER AD-T0�0f0 TABLE PER MID-TD-d010 TABIf MAK
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET ANXIIi HEAD
6 N FRgI
OF HOME (TYP
FIGURE 10.0
SEE FIGURE 2.0 FOR ALTERNATE 7E-DOWN IMOD
TIP. ROOR
TyP. CROSS,
-CHASSIS
z SEE NOIE 5 FOR
MAXIM" HEIGHT
N
ANCHOR ANGLE
FIGURE 10.1
SEE FIGURE 50 FOR ALTERNATE M-DOWN )(ETNOD
REF. CALCS _/' s-v A � � / i/l q /.
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L..
0 S
ErE• •. !� '�,
0 Reo
DAPIA APPROVAL-.
1. SEE AD-7D-0070 FOR SPACNC TABLES
No. •'
APPROVED BY
2. SEE AD-TD-0070 FOR WMITY OF LONGITUDIAL nE-DOWN
3. SEE OTHER DETAILS FOR BLOOM
QUIR
STRAPS REED.
910334
(PIER) QUANTITY AIND
4. SEE FULL ADDENDUM FOR ADDITIONAL REOURENI MTS.
OTHER
REQUIREMENTS.
TATE OF S�•�
i4
5. ZONE 2JElPOS11RE V. 56- MA MUM HEIGHT
�p •'• , / P ' �``c
��� �� P►� �
INC.
ZONE 2AIPOSURE V: 40' MAMMUM HEIGHTIN
ZONE 3A)POSURE V: 56" MA)ONUM HEIGHT
•!VDT
. ...
'
CMST �T�NVO SOMSSWORs
ZONE 3/E)POSIIRE V.- 40' MAWLIM HEIGHT
q's/•
` �`�����
JACOBSEN HOMES
NOTICE
FICn
Tm sKawomCm D.Z. ARE
DRA
M.T.
DATE:
3-1-99
REV. LETTER:
„
P.O. Box 368
oPoaNA, PWPFUMY. AM COWMTLAL
MAIEF7ALS OF uANUFACTUFi
DRAWING lief: FIGURES 10.0 AND 10.1
SAFETY HARBOR. FLORIDA 34695
RALS ARE E
nc sw1 MATPAAlS ARE PROI�ED ro TFE
RECPOR FOR SPECi1C PURPv95 Me MUST BE
DRAWING NUMBER:
PHONE (727) 726-1136
KI7T COWOO mE NO SEMT FROM 011HIM
AD- TD-0071
50
ADDENDUM.
NORTIE-DOWN 0
MAL SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE U
WIND
ZONE III
to Vv
FLOOR
WIDTH
► IN. QTY.
EA.A. ENDSEC Of
Ell SECTION
ANCHOR
LI01. •B
Lot.
IkK QTY.
EA.A. DO IO
CA SECTION
AMMOR
ANGLE
mL
IGH.
154 .
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE IU
SPACING
DBL WEAD
LOAD
ANCHOR ANCE
SPACING
DEIL HEAD
LOAD
ANCHOR AM
FLOOR
WIDTH
EAVE
OVERHANG
15'4
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND
ZONE III
V
s� v
O
FLOOR
WIDTH
ua. CITY.
Eli END OF
EA. SECTION
ANCHOR
ANGLE
IIIN. 9
WL CITY.
E.A. Da OF
CA. SECTION
ANCHOR
WL B
K
15-4'
3
30
4
35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DEIL FCAD
LOAD
ANCHOR MOLE
SPAONC
DBL HEAD
LOAD
ANCHOR ANCIf
15-4'
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
VIANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. c w>7
IIIIIIIf,I
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
2. SEE AD-TD-0073 FOR MAXIl4JM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
I MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
I -BEAM SPACING, 96' MAAMUM SIDEWALL HEIGHT AND 6! MApMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
ENa`N` R OV Ik�•,,,,''
�QQ: •�\ST E/q ' F!(
;'4� No. Fo''•., �;
910334
� c--
��•, STATE of : ��, •
'��•� O P• NN `
s • '
DAM APPROVAI:W
APPROVED BY
INC.
oaa'nuctwwowa7r
ca
JACOBSEN HOMES
368
P.O. R.
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
TI
TNEsE SPEOnCATmS Am DRAwwcs ARE"
TIR WAL PROMETART, AND COWUNTIAL
MATERIALS Or 44COOSEM UANUFACTURINO
MAM 9Iw UAI QRATS ARE PROVIDED TO THE
REMINT FOR sFicnc KW"ZS AM MST a
AYPT CanoENTut mo SEOtEI mod OHM
" BY:
M.T.
DALE
2-8-99
REV. LETTER
DRAWING TITLE:
NORM. SPACING TABLES
DRAWNG NUMBER:
AD-TD-0072
51 J
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
24' 1 TE-D01MN SPACWG
MAX PER AD-1D- 012 TABLE
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
fj
SET
a
OF
ADDENDUM
TIE -DOWN SYSTEM
TABLE PER AD-TD-0012 TABLE PER AD-TD-0012 TABLE - PER AD-ID-W2 TABLE
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE 71E-D01N UMD
s MASEE NOTE 5 FOR
MN HEKHT
N
NMVI1 MML ANGLE
FIGURE FIGURE 10.3
SEE FIGURE 7.0 FOR ALTERNATE M-DOWN 011101)
REF. cuts. �' } _ G� 2 . G'r 112
-till+Htup...
1A9NDZONE ILL
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES: ENLI,A�'PIkwAC' A(Nyy�, �i� DAM AN'PROVA'
`� e ,
1. SEE AD-1D-0072 FOR SPAM TABLES AND NOTES ' `v�Q G� No qFo � �'-r APPROVED BY
2. SEE AD-TT1-0072 FOR DUALITY OF LONOTUDLu TE-D01 T1 STRAPS REOURED. 9103
34
I SEE OTHER DETAILS FOR BLOCKING (PER) OUANTITY AND OTHER REOUREMENTS. ON r14
�.�
4. SE FLIL ADDMN FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/ 1RE 'C': %' MAXIMUM H IGHT � .5p
STATE CF : �� � INC
ZONE 2/�OSIASE V. 56' MAWLIM H IGHT : P.�` D I A� � / xR�
ZONE 3/f7�OSURE 'C': 56: MAMIJI M HOGHT �. �' Z
ZONE 3/OS11RE b': 56 MA)aMUM FEI(iTT �' S.
JACOBSEN HOME
TFFESE 9?Et7fFCANTIOOTICE nRa /ARE MAtff.-ot. M.T. UA14 3-1-99
ORCHAt. PROPRIETARY, AND ODMFWTIAL DRAWING TITLE:
„ FM P.O. BOX 368 MAhmALs OF dAC08" WM FXMMWc
we 9" MATERIALS ARE PRDVM TO THE FIGURES 10.2 AND 10.3
SAHARBOR. FLORIDA 34695 REIAQtT FOR 91= FDIfM AM IMM BE DRAWING NUMBER
PHONE (727) 726-1138 PM wNFWM& AND SECRET FROM onus AD—TD-0073.
i
ADDENDUM gas
OFFSET UNIT TIE —DOWN SPACING TABLES O 11•
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
�� \1
O
MIN.
FLOOR
WIDTH
WND ZONE I
WIND ZONE M
MR (".
UL ETD OF
EA SECTION
ANCHOR
ME
MK B
W on
Ell ES OF
u SECTA
ANCKIR
mu
MK A
12'-0'
3
47
3
61'
13'-4'
2
54'
3
41.
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE D
R
MOTH
EAVE
OVERHANG
��
LIM ML WA
ANCHOR AnaE
sPA1HNc
�
ANaaR ANf1E
12'-0'
12'
5'-0'
31501
40'
4'-0'
31501
39'
IS-4'
12'
5'-0'
31501
41.
4'-0'
30001
40'
15-4'
12'
5'-0'
31501
43'
4'-O'
30001
42'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
O V
FLOOR
WIDTH
Mx CITY.
EA END OF
EA. SECTION
A HM
m"
IN 9
WL CITY
U 80 OF
EA SECAON
MMOR
ANU
ILL 9
12'-0'
4
45'
4
60'
14
3
45'
3
6T
154
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE e
FLOOR NTH
OV RHANG
SP�
In
ANM ANaE
SPAM
In
man ME
12'-0'
12,
4'-0'
31501
40'
3'-0•
30001
3r
IS-4'
12'
4'-0'
30651
41'
3'-0'
3=1
39'
15-4'
12'
4'-0'
30651
43'
3'-0-
3=1
41'
NOTES: C4JZ5, C-S�- tH(, �O!- �6.12-
1. OFFSET SECRON NTH THE MARRIAGE LINE WALL DITDMING BEYOND RE ENDWALL OF
THE AD AM SECTION MIST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
WITH THE TABLES AWE. THE SIDEWALL SIDE AND THE ADJACENT SEC110N(S) ARE TO
BE TIED DOWN IN ACCORDANCE NTH THE NORMAL SPACING TABLES (SHE AD-TD-0010
FOR 12'-O' Hk 13'-4' NDES, AND AO-1D-0070 FOR IS'-4' NDES}
2 SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS,
3. SEE AD-"81 FOR MAXr1r N PER 11[]fif1T RECILIPM FOR THE LOADS TABULATED
BOVE A
DQNP A+PHpUAIE� 4f4Hr��, REF. H:ALcs C- u- 17cG -
��`'+�`� v:.DO�Q•,i+� ! 7, p
�•, �c,: iFFCq�; �D BY
; G F
•
' JUN
w # STA gay
�:• �� P .• Q �� INC.
C•
., ORI�• . • �: EMANUFACTUI�HOME
' ��
JACOBSEN HOMES
P.Q. Box 368
\IPIII
SAFETY HARBOR. FLORIDA 34695
VPHONE (727) 726-1138
>► sm�> �m +
WAMI". PRWWARY. AM
wmaKs CIF A#ZOB i MAwF
SM MAIM" AFE 10
KWIM FHR WIM F
lay[ oafmonm NO I I F
to I t .0��+01T• 6-8-04
RE" `am
DRANNG TIRE-
OFFSET SPAgNG TABLES
DRAWING NUMOM
AD—M-0080
e°
53 '
MAX PER 10-M-0000 TABLE -
OFFSET =101 OF UNT
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
SECEON)
AO-
AD-'
FIGURE 11.0
SEX E'0K 4.0 EON AL'D38 UR 72-ME WWD
TYP. OSS SECTIONS)
SHOONG TIMI NS
Sff MOTE 5 FOR
Y�1�M IBCHF .
i TABLE PEii AD-RF-0070
TABLE OR AD-TD-00101
[TARES OIL WM-0000 Ri AMY
10 m Slmw M Ll-ICE Swm
OF K UNT -SFF 1011, AD-711-OW)
TIP. FLOOR SISIEM-7
TIP. MOSS -mom
IFF— OR ma
R r f-- A N OR A11#E Now Alm R
�6�, cyu,� •�G 4FF c41te-•
FIGURE 11.1 c-s�- ���°�-16��� FIGURE 11.2-s° -,'9;08^
SBL E�Gm Qe FOR eL1ffiitielB 111-ma SES_F g� POB AL�ZS l�rDOVN iMWD
NOTES: EMGR}j.v ! OF , oAPu APPROVAL
1. SEE AD-R1-0080 FOR SPAONG TABLES (OFFSET sECTIGN ioN�� `; * '. G ; F i .F d,, J P PR OV E D BY
2. SEE AD-M- = FOR OUMlY OF LONGHUDIAL TE-DOYM 5iRAPS REGUREO. �•
(OFFSET SECTION ONLY) o. 004 54
'I SEE OTHER DETALS FOR BLOCIONG (PIER) GUANRTY AND OTHER REQUIREMENTS. jut4
4. SEE AD-TO-0001 FOR ADDITIONAL REGUIREMEMTS. �} pG�• ; M N
/ExPOSLff 'Q': 48' MAMA HOW � w I" C.
ZONE 2/E10OSLIRE V: 46' MAXWUM HIM-36' FOR 12'-0' WME UNITS �� p�.��•. fi� „ P ; a't FE ERAL NUFAMRED HOME
ZONE 3 V. 48' MA>41UY HEIGHT ' • • .. . 'Ric •. • �(r, �� RUCTION AND SAFETY STANDARDS
ZOFE 3/ V. 40' MAXIMUM HD(�TIT '/; rA I y+E,^ti C. ► r `���.0
JACOBSEN HOMES
NOnCIN �r' :R
� SK�,M AM DU� AX
: P$±•MM
M.T.
DATE
6-8-04
REV. IETTER
a NK4, PnOPwUM , AM CM#MM
MA1E1rlALS OF 4WMM MANA<ACA0 M
DRAWA TIRE
FIG. 11.0, 11.1 & 11.2
mi
P.O. BOX 368
WM
SAFETY HARBOR, FLORIDA 34695
p�DOPW FOR � MOM NO NO K
D(AYN NUMBER:
PHONE (727) 726-1138
IDPT OOMEMAL AM we FM Omm
AD- TD-0081
154
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
SEE CALGS', �G,
G- sd- 16 •Gi - 16: ��..
J
- SECTION
NOTES:EwC4NE%WVM • .�'\STEgFO
I. SEE AD-TD-CM FOR SPACING TABLES (OFFSET SECTION ONL4 a Q No.
2. SEE AD-TD-003D FOR OUANITY OF LDNGITUDIAL TIE-DONN STRAPS REQUIRED. 910334
(OFFSET SECT{ON ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OWNER REQUIREMENTS. .p Ca"rAT` O' ,1447
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. T���OitCO', `D'pt',
DAPIA APPROM
WAY
G1•l•.S:,ii f r
ul j I i %i C.
,Tl�i J filrU SAFEI Y
NOTICE: uuTRy Or. uAIL KLY. Lt. 1ILK.
JACOBSEN HOMES THESE SK011CATIONS AND ORAWRIS AM R.R. 5-9-01
ORWAL PROPRETARY. ARD OONFlt IIAL DRAWING TITLE:
MATERIALS OF JACOBSO MANUFAC1U M
P.O. 80X 368 W_ 01 S ARE PROMKO TO ME FIG. 12.D
SUMOMS
SAFETY HARBOR. FLORIDA 34695 XMDTT FOR MIX FJMS AND MOST BE DRAWING NUMBER:
PHONE (727) 726-1130 PUT COIMIML AID SE9111 ►= OTHM AD-TD-0082
55
ADDENDUMGv��s
s�0 & 101
108" HIGH
SIDEWALL TIE -DOWN SPA ING TABLES p
1
ZONE II & HI/EXP. C &
j
LONGIT
INAL TIE —DOWN SPACING TABLE
MR
WIND ZONE N
WIND ZONE N
FLOOR
WL otr.
OF
Mon
ANQE
wL on
Ell Doff
1
AKM
A
v
I
WIDTH
s£r:aoli
S
� e
Erl sEcaoa
LEI.
LEI. e
26'-B'
3
42'
3
53'
52'
4
45'
�1jQ
I
VERTICAL TIE
DOWN / FRAME TIE -DOWN
i SPACING TABLE
WN.
MAX.
WIND ZONE I
WIND ZONE N
SPA=
DOLL Wia
AHM ALE
SPA=
ML HE
LOAD
N MOM AE
EME
WIDTH
OVERHANG
26'-B'
6'
6'-8'
31501
40'-50'
5'-40
31501
40-50'
3d-8'
6.
V4
31501
40'-50'
S'-4'
31501
40'-50'
LONGITUbINAL TIE —DOWN SPACING TABLE
MN..
WIND ZONE R
WIND ZONE YI
Q1MCLEt
on of
lN.
LLN an
Eel Doff
AN010R
u+aF
FLOOR
WIDTH
MN.•
EA. il01
SEC
� s
Q� I
26'-8'
:rSECTU
4
41'
4
52'
I
I
i
4
51'
4
70'
VERTICAL TIE �
DOWN / FRAME TIE —DOWN SPACING TABLE
MR
MAX.
WIND ZONE A
WIND ZK 0
�'
M- HEAD
MOM MCLE
SPAOI%
HW
L
mxm AMIXE
FLOOR
EAVE
WIDTH
OHANG
VER
Lob
26'-8'
6'
5'-40
31501
40'-50'
4W
31mi
W 45'
6'
5-4'
3150E
40'-50'
4'-0'
31501
40 -45'
VANOZONE M
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF MM
� �
++ttttitltl//1f•
EN IL' . "i
DAPIA APPROVAL
NO �S
=' )� G�
APPROVED B Y
ML AlDE1i1 FOR ADDIIIa+AL REOIDRE]1ENTs
Na 0045484 y
2 SEE Al-TD-M FOR MAICMN PIER HELM RE*M FDR
DE LOADS
q-v";
TA9lJl M PAO E
.t
-rN
i (. .. -
FEDERAL. MANUFACTURED HOME
x-, �ST�a�DE�jG
CONSTRUcnONAND SAFErfSfA OARU5
JUL 2 7 2004
ttt•
JACOBSEN HOMES
Noncm
ftEX �� CA>AM WAtM AX
DRAIN 91I:
rrl.T.
DAIS
0�-20-04
KV. LET1ER:
DRAwNG D1LE
108' HIGH SIDEWALL SPAaNG TO-B
a NOM PR FFAU M NO �M
MA1� OF t+AWA
1E
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-IIM
Wt WCH MAXIM Ali FINWO 10
IEWW IM 710 PIN'M NO mg t
WT Cwme nx to =0 Pm Own
DRAMNG NlM M
AD-TD-0083.
66
TYPICAL SIDE ELEVATION
SHOWING DE —DOWN SPACINGS .
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SECTION
SHOWN TIEDOWNS TIP. Rm sM IV. Omss-+oE
a 7
� s$ la1E 5 Rat
y wzm HFIM
�mm mf
H
FIGURE 10.1
n+O
20 PSF ROOF
10 PSF D.L
REF. CALM
Ell 1O n. : ��.
DAPIA APPROVAL:
1. SEE MAD-= FOR SPN:bG TABM
aGP
�; GAP
APPROVED BY
2. SEE AD-TO-OOs3 FOR OUMTY OF Lp1pRI K X-OM STRAPS REQURED
.�
1 SEE OCHER DETAIS FOR BLOOGN (PER) OUMITY Alb) OFFER
REOuM MIs
4. SEE RILL ADDEND N FOR ADDRH M REOUREIEMTs`
5. nW 2/E1POSA 'C': 36' MAMUM HEIGHT
ZOW 4/b�AIRE b':
•c� S � �
f
INC.
17 MA)a11llY M04T
zow 3 *0
��� Q• �
36' W1MN HEIGHT
ZONE 3/E7POSURE V. 32' MAXIAN HEIGHT
inn+/� •' OF::••�
�i� �T ���
FEDERA�MANUfACTURED HOW'
6. ALL SPECIFN.ATtONS ARE BASED off 20' ROOF AHCLE MAx
�.,1 h'EDN''��
CONSTRUCTION AND SW£fYSFAWAHUS
ray'`
LUu
JACOBSEN HOMES
NOTIM.
1tlE'1; SPDXIG1IM AM aurws IM
�' : M.L
°�� 07-20-04
REv `
[lionGomm.
P.O. BOX 368
PRQ'IO MY. AND o01itiE mx
UQUI� a AMMM ""'"F"�""°10
oRArMMO 11�!: FIGURES 10.0 AND 10.1
SMM HARBOR. FLONDA 34693
W. s M-MA1lML43 Ali Pt1DAW 10 W
fflMW Fat Stitt Wi= AO tlWE
DRAWK !�1 ER
PHONE (727) 726-1138
ITTcorsufft"3=1 no elm
�_�_Om
97
ADDENDUM��R
-im HIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE II & III/EXP.. C do D
LONGITUDINAL TIE —DOWN SPACING TABLE
mK WHO 10NE 1 WIND ZONE II
WIDTH Ek END CF AlliE EA ETD IIF mar
EA. SLt11or1 MIX 0 EL SEC1101 WL 9
O 23'-4' 2 w 3 43'
24'-T 2 62' 3 45'
I •
I
VERTICAL' TIE —DOWN FRAME-'TLE—DOWN SPACING -TABLE
AGN MAX �I _ WIND ZONE I WIND ZONE 11
YADIHH OVOR O W'Ic . -I AHOIat AlEli SPACIIC � ANOIat JWQE
23'-4" 6' 6i-8' 3150� 49' Y-4' 3150 45'
24'-0* 6' 6'r8' . 3150 49' 5'=4' 3150 45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE I WIND ZONE w
FLOOR Mk OTT. Alm UK On Area
�U WIDTH Ell IN OF ANGLE U DO a =I
O EA SEM MIL a EA. SE001 MIX 0
r� 214 3 48' 4 43'
24'-0' 1 3 50' 4 45'
I
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABU
WN. MAX I' WIND ZONE 1 WIND ZONE 11
FLOOR EAVE DL SPAotIC Wo ANm mu SPACI16 "Lim Amm ABCIE
MOTH OVERHANG � Lm LOAD
23'-C 6' S -,14' 31 47' 4'-0' 31 43'
24'-0" 16'1 6 ' 31501 47' 4'-0' 3150 43'
108" MAX MWALL HEIGHT WINDZONE 11,411
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCL
' r`��zr111srrS�,�
NOTES, r D" APMMAL'
1. SEE PAL ADDEJIDUY FOR ADD1nanAl REau1rEA1�lcrs 4 �O G�`;K 1 F: �q ^ N;✓'+,
APPROVED BY
Z SEE AD-ID-0DD6 FOR MOM PIER HEOM REOUEtED FOR IHE LO
U81A,AIEp M s �.13,2006
iV•
• r : V ./�'EE C. L FEDOM YAM►FACMED HOME
C DY; a�� �• CONSTR MNIAMDSAFETYSranawos � om 4 v�
PrOIICE aG71 OAIE R
81: EY LETTER
JACOBSEN HOMES xxA� AM DRAWIG TIRE R.R. 11-28-06
r.a eox 36a
MumOALS OF #ZOM MAM)FACRMwC
� AK FeDwm m wa 108' MGM SIDEWALL SPACING TABLES .
SAFETY HARBOR, FLORIDA 34691 1�,�,3WW„o, rot'Rs >w' 1lwbsts AIO IART 1[ DRAUNG MA TIER:
r►�o E (�:T) 7u-1138 mr 0XIEDCULAM WOI= ores AD-ID-0085
58
TYPICAL SIDE ELEVATION .
SHOWING IE—DOWN SPACIM .
ADDENDUM.'
TIE=DOWN SYSTEM
•FIGURE 10.0'
>mlcu cRoss sEcnoN
SHOWNG TIE00MINS .noon s15IEt� 11P a1o1s
SU AtOOIOT WA
t M IRWI ME
OF RD[ ITV.)
MMO_■
■ ■
i i t♦
ANm Amu m A:PRDIED Slaw
Msl m ■TN ANCNDI 911FT 1Ell m
FIGURE 10.1
wmm 1/■
(110 MPH)
20 PSF ROOF
10 PSF D.L
DAft ArR WAL•
NOTES: 70-M FM SWING TABLES ,•`�O `mY:fil(?�j�,.�ii�A!''.. APPROVED BY
L ME AD—M—ODES FOR QIMM Of LOICTUDIAL K—DONN STRAPS NEOUIRED. M00
3. SEE OTHER DETAS FOR K0009 (PER) QUANTITY AND OM REWREYEN1S. 1y? �1�
4. SEE FULL ADDmm rm A00MONAL REOWREUENTS �• r � :ONrp
N13,2006
S ZORE 2/E1e'nK Y 44• MAXIM HE W • tZONE 2/E7POSlK T. 2r YA1011UY HEIGH1�n - NC.
MX 3/E7Q'Osx1E 'C: 44' 4TAzww xETTaTT • �, •
2ANE J/Ex►ORMIE'W. 3Y MAX" HOW '� �C. � �A L` ,! C6M511�IcrloHAw�sAFEit�slA+IOAODS
t. ALL SpEDFUT06 ARE BASED ON 20' ROOF ANGLE MAX AND 103' NAIL ► Li.Y'!• .•' •�
90EWALL HEIMM +�i�Ct •tip
NOTCR �Ait lvt DATE RETL lEm
JACOBSEN HOMES WX sWFWAMNS 00 PAS &W R.R. 11-28-06
UM MAL MOWETAt>: AN Oas>tElllm ORAMIC DAL '
\% P.O. BOX 36e "JeWWLS OF JACMWI11AKIFAC'RADI1e FIGURES 1O0 AND 10.1
wC DIM HAA9DALS AK N101 K0 10 I K
SAFETY HARBOR, FLORVA 34693 KmW Rat 7WC RIr= NO MW K DRATNG NUUME
PHONE (727) 726-1136 wf CW MDAL we sma RWI Owes AD—M-0086'
oo
59
ADDENDUM
(108 PIDEWALLP) d%'�, W. v`3
oR�VCAL TIE —DO" OPAGtiNC TABLED !�� �`� _�k31
ZONE 11 & III/EXP. d & D lwll
t S V
�Q I
LONGITUDINAL TIE —DOWN SPACING TABLE
vlk-
FLOOR
OOM
OW Z
w ZOW- m
a op a
EA. SECT1d(
•
llii B
Eel dp oT
EA. SEcx'h'
'
w1 8
12F-0`
2
53'
3
40'
t3-4`
3
3T
3
46'
15-4`
3
1 46'
4
40'
VERTICAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLE
BOOR
*DTH
EAVE
OVERHANG
D ZONE a
OJD ZONE al
sP�
VAT
ape AIQE•
SPAO*
VAX m
HWT
Mom Ah E•
12'-0'
6' EACH SIDE
5'-4j
72`
35' TO 49
54
0
45'
T3'-4' 1
6' EACH SIDE I
5'-4`
w
35' TO 40'
54
42'
4S
154 1
6` EACH SIDE I
T-41 180`
40'
54
46'
45'
i��Y
LONdI►PUDINAL TIE— DOWN 9PAOING TABLE
ON
1�TM
ZONE if
ft ZONE la
El ft OT
EA. SECTIdI
AIICtE•
�1. o
Ix iIp OF
EA.SEC1101
•
w 9
3
44'
4
40'
13'-4'
3
52'
4
45'
15'-4`
4
44'
4
56'
VfJRTIGAL 'AID —DOWN / FRAME TIE —DOWN OPACINO TABLE
FLOOR
OUT"
SAX
EAVE
OVERHANG
0 ZONE a
ZONf al
94
u��ER
,I► 00 AhZ'
SPAO116
VAX R
Ahom�'
12'-0'
13'-4'
6 EACH ME
6 EACH SK
4'-0'
4'-0,'
72`
72`
37'
40'
?-0'
1 4'-0'
34'
36'
40' TO 45'
40' TO 45'
154
6x EACH SSE
4'-0`
OT
40'
1 4'-0'
42'
49 TO 45'
• NOTE: WHEN ANCHOR ANGLE FROM VERTICAL
ACHIEVED, ADD APPROVED STABILIIZER
(SEE NOTE y5 FOR HOLIES SET I
_-
NOTE
1. SEE FUL AdDET W FOR AWTIONAL REOUIREYEN
2 iAEiLE E3ASED ON ApCHDR 1�ORiQ?tG LOAD OF 3%j501
GPPM DEAII
3 VAX EAVE OVERHANG REFERS TO OVERHANG AT WEIjALL
4. Aeon TAKES APPLY To 144• E60•. AHD 184'
I-FJEA�1 SPACK 1o8 4AmVt� soiWALL HExi+ ANq
OVERHANG (6. OVERHA?jG W EACH SDE OF WTI
5. STA9UIER PLATES ARE REOlIM ON SIDE*AIL
AlTDM SET INn=A, SEE DWV RUE 15C. EFFE
CANNOT BE
PLATE.
FLORIDA)
DW)01{Al TIE 10
NOT FROIp CA REAR
IH 95 I
fjU1H•5 /:`!
6 soE
' M+�10�
TUDIEAL
VE VARa 29 Im
IRF CALM
e ; , s•
EN AL•.. �C �1 rJ OAPIA APPROYAI:
�+?° (�' •'� : r!� L1 pAPPROVED BY
,, �� _. «� j'.' 'r ''
„ el� ^'. .t Max 25,2008
INC.
y��(� FEDERAL MANUFACTURED HOME
f /r COMMUCnON AND SAFETY STANDARDS
,•. •;
o " ••,
�o %�' •.;; 0F.
��� Sj • ' - +;} 4�`
�*.F.-
JACOWEN HOMED
® P.O. Box 368
SAFEPHONEE((727) 726 FLORIDA 138 95
NOode ols
►M SKCFr,A� 00 TEA MEo.�.T.
�ed1A1. PRORtttAAK +OOIUAt
WiRA�s aF Moaesttt i
sup+ mws AREAWVMis nx
�� aEN Alp g i�l
ilownf,
BATE:
tz-tt--o7
REV. tcum
DRA LTG TITLE:
NORV. SPACING TABLES
DR G AD- TO-0087
60
ADDENDUM
SHEARwALL TIE-DOWN/PIER REQUIREMENTS
S! v {iwm . , in.
CC" Nors rzwg WAY PC
r T1W PER SHEARLTALLS I t TV PER stEA WALS*L
I
r (ALL SrunT► ) I � (ALL ITUAWQ I
OE -Do" ��a iE-ovr�=1i"m
r
Tr
5m NOTE r ROE NOTE i 3 E NOA T SEE NOTE t
Q ZEE MOTES 2 NO 3. Q A
9i HM 2 AND k A
T'fE8 RECb PIER PC* PEN MIM PtE3L "Wo
7149 LOUITM IRS IDCATION 7HS L=TKW TNL LGG1m
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARwALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO All SHEARwALL CONFlGURATIONS, ALL ZONES. -AND ALL V VALUES.
HorEs: b+a . fNSTRUC71ON
w% NTMVu:
1. t�E•orn.+S sWFM 11 W= P= X-MM nW NAT ar LArA= 19 �� PROVED BY
UnU or K WAS DOW #BWE OAT II =M AT e0,M1 � . } �,'!:J
(ME �Aa-o= pts [Io�ouRu � '�`ilM a aaw{�'i�+,� u°aT�uT°aADrc� +� • : �G�a' � F ��� T4 EB 10 2000
i NML A M AT ttol DO rF ThE 21CA 1WL ]01m (MR Tw ANX DCTAil.1� INC.
IM UgLx 0 AT"00 W -USIS R(CAMxrss of 7�E owr, star l%49' wl) 910334 t li
3. " S CARIALL IS LOCATED A KNE A W It'd M K atT GUS-MUM Ro �r 'r �' i
THE -BOW 3W WS a r0 3 AW RiaMO (�iL W UNRL ooiNuaTara ALL Hats AL MANUFACTURED HOME
Am ALL c�oswa,} ::-; :• STATi= OF ; i�. �wosAFEnsraeoARos
JACOBSEN HOMES wtxsrtrwwo�� y�`'���,_R.R. �"�'02-01-00 R•-�„�
O�uo�,.t, KonerTAR+r. A� •.
P.O. sox aaa NAM"S a 410=30 V ro + S/w TIE/PIER REQ.
S .FE 17 NARBCI[. FLORIOA 31695 =10 C �� w ,�
PHowt< (rrn 720-1138 wr OaeT094 &o Awki tm "m DRAMMC rwet><:. AO —To —I OO
61
ADDENDUM
CERI40 MAY BE FLAT OR SLOPED
RX fcOD
MS LOCAb'sN
END VIEW
350 PLF MAXIMUM SHEARWALL
DESV0 VALUE (PER WALL)
SIDE VIEW
1 1/4' X .OW TIE -DOWN STRAP
CONTINUOUS ARLUID JOISTS.
1 1/4' X .035- TF-,^,OWN STRAP
CONT114UCJS ARUND JOISTS.
NOTES:FP�1RO1>AL:..�
�/L ���
DAPIA APPROVAL
T. D10" ANCHORS TO BE RATED FOR AN %TIIATE LOAD OF 4725/
(SEf M-iD-0.D1 [70-GENERAL NOlESJ FOR NOTES ON OROUIO-
[3150 OESGII LOAD)
ALNOIQT INSTALLATION.)
_ •:-.?1 �.
faPPROVcD B� -
L INSTALL A PER AT EACH END OF THE SNF.ARNALL JtrSTS (PER.ABOVE
3. WIZEN 9-EMWAL. IS
DETAILS).
x. -
ON
LOCATED ABOVE A SOLID IEAOER (iUll HE
TIE-W.4 STRAPS. OR PIERS ARE REOURFD (ALL SHE= CCNFICURATIO.
(ROSS-YEM9FP.) NO
ALL ZONES
'� "� -, � ac
AND ALL EIPMM).
<. TE-DOVN STRAP REQUIRED
;
�\ _ ` `•
� , �
�i.
I
AT EACH END OF JOISTS, ALL
DB: 0 CONFIOJRATIONS.
�i ' �
, � �•
CEILWQ SNOWN FLAT -0PT,.CATHEDRAL DR SLOPED CEILING
L AY BE USED.
�j� i� ' • .: .. • \• \��
'''�V�%IfILL!!!I1�►TC\\\\\\``
iEDEMI uwLSl(-.•.ro:: rv(
6. FVLL WIDTH SHEARWAUS ARE SHO 1 IN THE DETAIL AB04E,HOWEVER•
ANY LENGTH
C`7{iA:iOx VCSAn.ay .4
OR CONLTGURATION SHEARWALL MAY BE USED.
JACOBSEN HOMES
•TIC IM A.-w ARE
CRAxN BY: R R
DATE 2-6-96
�Ir '
5P,1pr P.O. BOX 368
SPECIFIO DRAWNGS
OlMNAL, PIIOPROART. ND COWMENnAL
NAMRAtS I F JACOBSEN UMFACTURNO
DRAVANG TITLE.
DBL. $ W CONFIG. 11E-DOWN
SAFETY HARBOR, FLORIDA 34695
- PHONE (813) 726-1138
THE
FCOOPENI FOR MATERIALS R� O S AND WST FE
KEPT 0019W. i X NO SEMI TTIPI ODDS.
r NUMBER;
DRAW\., AD-TD-0110
62
CEILING MAY BE FLAT OR X
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.
TO
35'
1. GLOUID ANCHORS TO BE RATED FES AN 11LTWATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TD-0001 [1D-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR WISTAL ATIDN.)
2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
S. Tk0 SFEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS-MEMBM) NO d
TIE-DOHN STRAPS OR FTERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES
AND ALL EXPOSURES}
4. TIE-D011T+ STRAP REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
5. COUNG SHOWN CATHEDRAL OR SLOPED, FLAT CEILING NAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR COFnQRATION SHEARWALL MAY BE USED.
7. THIS DETAIL UAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
APPROVAL
John C. Doede6j.1
15133 C. R. 22
Goshen, IN 46526
hN IS A TRIPLE WIDE RAFIER,
IPPLUCABLE TO STANDARD
ILE WIDE TRUSSES.
4D VIEW
X .03Y TIE -DOWN STRAP
UOUS AROUND JOISTS.
NDTE:
ALSO APPLICABLE TO 'SUP SIDS
MARRIAGE WALLS 1AHEN AT LEAST
2 STANDARD VERTICAL 71ES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVEDrw
13Y � -1
AIOW �76
JACOBSEN HOMES
P.O. BOX 368
THESE SPEMCATIOONS RAID ORANINS ARE
MONAL, PROPRIETARY, AND COIff1001TML
MATERIALS OF JACOM MAMAFACIUMG
ORAriN BY: R.R.
DATE 4-09-96
REv LETTER:
DRAWING
$/W CONFIG. TIE -DOWN
RHG SDOH MATERIALS ARE PRONGED 70 THE
SAFETY
AND
PVT LNo�no
DRAWING NUMBER:
(813) 726'FLORIDA
PHONEHARBOR,
11384695
MW cum
AD-TD-0111
63
PORCH ANCHORING
DOUBLE HEADED 3,1',
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOCKING
JACOBSEN HOMES NOTICEDRAYM Or
E :IDRAVNGS ARE
ORONALrARYDommnAL -WA-WNG 11
mA7EmAL5 OF AlkOMM4 UNWAMWC
P.O. BOX 368 W_ SUCH MATMALS PK PRMM 70 7W
SAFETY HARM FLORIDA 34695 FWW FM!PEDX RNM AND MST 1E DRAWING N
PHONE (727) 726-1138 KM Col MMX AND C-F'AcT n= OHM
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
WINOZONE III
EXPOSURE IC
(1140 MPH)
20 PSF ROOF
10 PSF D.L
C;vA- log,r/l
ROVED BY
19INC,
MANUFACTURED HOME
010NAND SAFETY STANDARDS
M.T. 1 12-13-03
PORCH ANCHORING
AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DI
(FACTORY INSTALLED)
FLOOR
DIAGONAL FRAME TIE
ANCHORING EOLIIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SET OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
CRIMP SEAL
(3150/ WORKING LOAD)
d
x
!t
3
N
\ H
`VERTICAL -TIE-DOwN o
TYPE 1, FINISH B. W
GRADE I STEEL STRAPPING c
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
IWN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
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 N:DGES.
INSTALL THE 71E—DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'QN TDP OF' THE RADIUS CUP.
,V111111111!lllf////
•S T • ��''
NOTES:
ILWNIA-WROVAN0. O ' OAPIA APPROVAL
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME = ENE870357 - OVFD BY
TIE —DOWN STRAPS AND ANCHORING EQUIPMENT SkJPPLwk_ R4•,
BY AND INSTALLED BY OTHERS— ON SITE. TATF F CC =
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING Q.Y� •, �� („/¢ �4 �, 4 1 5
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—'�\������ INC
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS /�S� EN` �``
01lAL .1` rr°`ooa�`�`rRllaa"`"rlNowmwlo�4
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ,�1ORea�YjAHo 7E-oowrl
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). M`VUS ARE CERTm BY 01HERS
A NO ORAU
JACOBSEN HOMES NOTTCa DRAWN BY DA1E REV. LETIM
11csE sFE011tAM MS M6SAKC.L.Y. 5-31-95
ORKINAI. FROMTMY. AND OO ICINTML DRANING 71M n
\I P.O. BOX 36B MATMALS OF " YAIUTAC11AtI11C ALT. X—DOWN APPL. /H`
SAFETY HARBOR. FLORIDA 34695 pair roR saEEcm Pifto NO ws1 BE pRA NUNUUBER
PHONE (813) 726-1138 WT CDFWR& A10100ITm Orem AD—TO—O200
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 YAY BE LENGTHENED BY USING A CRILIP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
t0
�0
ty
FRAME TIE
ANCHORING EOUIPI
CAPABLE OF REST!
THE WORKING
REOUIRED ON
TIE —DOWN SPA
,TABLES (SEE 0
DETAILS FOR TAE
SEE OTHER DE'
FOR ANCHOR At
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 REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING MATH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
W
S
X
a
ff
N
J
H
W
w
0
W
N
IIIIIIIIII1111/ry,,''
�. ST11
NOTES. PR�F•:(Y DAPIA APPROVAL:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRF�PS. DIAGONAL ;0.
� Q' �
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT 91OJ i$
,03
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. : 14 - APPROVED BY
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING * '. '
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- 'O ' STATE `Nc REVISED
ATION. -;oQ 10r23196
IV
3 PROTEMERECTION SHALL THE ANCHORING G SYSTEM DAT REO RES SHARP EOUSERS 'i���''(CS, ' (5 .��
IN A
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �i/SIV�t , AS�ERALYAMiACI I N C .
Irrw m�s,aem+AMOSA MAZMA)AFC:S
NOTICE DRAWN'BY: DATE -REV. LETTER:
JACOBSEN HOMES THESE SPEOnCAnONS ANb DRAMA LS ARE R.R. 30-05-96
CMDmAT AL, PROPRIETARY, AND Curnx T1A1. DRAWING 11TLE:
P.O. BOX 368 y^�'� � �^COe�R uNnlr^cnAaHc ALT. TIE —DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 1W SUCH UATEM S ARE ISO% ,D To IN[
R[OPENI f0R VE= PIrR M " WSI ®[ ORAWVIG NU4BER:
PHONE (813) 726-1138 xvT cwwrX no scow rxou DTHM AD—TD-0210
66
TYPE OF ANCIORNO REO D
(SEE AD-TD-0251.
AD-TD-0252 AND
AD-TD-0253)
SEE NOTE 1
2 - 315Dj ANCHORS
1 - 31501 ANCHOR
1 - 40001 ANCHOR
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN 'B'
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B'
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL 'G'
I�CQUMN'E' _jE;OLNN�� CaU1Y+'C
SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN i
COLUMNS W, 'C', b' OR
ZONE 2
ZONE 3
EXP. 'C'
EXP. V
EXP. 'C'
EXP. '0'
43'-0'
29'-6'
3Y-9'
2Y-7'
21'-6'
14'-9'
16'-10'
11'-10'
27'-3'
18'-9'
1 21'-5'
15'-0'
NOTES:
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
MAXIMUM ALLOWABLE SPAN
COLUMNS V OR V
ZONE 2
ZONE 3
W. 'C'
EXP. b'
EXP. 'C'
EW. V
4Y-O'
29'-6'
3Y-9'
2Y-7'
21'-6'
14'-9'
16'-10'
11'-10'
21-3'
18'-9'
21'-5'
John C. Doeden,-P.l
15133 C. R. 22
Goshen, IN 46526
COLUMN 'i
ZONE 2 ZONE 3
EXP. 'C' EV. 'D' EXP. 'C' EXP. 'D'
4S—O' 29'-6' 3Y-9' 2Y-7'
21'-6' 14'-9' 16'-10' 11'-10'
21-Y 18'-9' 21'-5' IS'-0'
DAPIA APPROVAL:
APPROVED BYE
.UN 1 5
INC
a>�Auera Oro sArtn awalrw
JACOBSEN HOMES
N01TCC
TsmamA=AMDRAW=�
1%
aaONAL. PROPWARY. AND COWMTLK
MATENULS OF .IACOB9iM MANXACVJ"
ORAYVN BY:
c.L.Y.
DATE:
5-31-95
'v. Lt.'uc
/�
ORAWC TIRE'
COL TIE -DOWN APPL.
\I P.O. BOX 368
&YAIDW ARE RW ED TO It
W_01
i-1
�AriWG NUMBER AO-TD-0250
95
133)
Fat I MI S
IV ��L�
PHONE (81SAFETY
7266--1-1138
ONMK ODEX
_67
COLUM
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
ADDENDUM
TIE -DOWN APPLICATION
FLOOR
=ITT- — I T I DTI
35 ANGLE I I -III -I
ANOiORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEAT
SHALL HAVE A RESISTANCE TO WEATHER I
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHAF
WHERE THE ANCHORING SYSTEM REOUIRES
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MUCH-YADE
ATTACHED
ANCHORS
..uTul1111ji _
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1 /4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91•
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
'Q No.
RING ENt8703571 .1 -
fERIOR- - •+
CORNERS
iE USE '. �� ' ��O �•\��.``,
AP=."'v'E D BYE,,,..
,2 il IN 1 5
a
l INC
caauuT>o1Aw_w lw,m
JACOBSEN HOMES
NOTICE
'oRAMM BY.
C.L.Y.
DATE 5-31-95
REV. LETTER
THESE 9SOf1G►0NS
11AND DRAM114S ARERE
P.O. BOX
OMMAL P MI NARY. AND OOt UNT111
YATDIUJS OF JACOBSEM YANUfACTURING
DRATMG TITLE
COL. TIE -DOWN APPL.
\/ SAFETY HARBOR, FLORIDAI 34695
uc SKM YAIDGLS IRE PRMW TO THE
190V T FOR 701G Pt/MO NO NXI 8E
DRAWING NUMBER
PHONE (813) 726-1138
WT Ca wvA No moo rKm OTHERS
AD-TO-0251
s$
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 1 WN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI-W',DE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE & 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (3150#)
...,nlln1811 .
Or�• t,�S TF9•`�F
��'Q`` No. Fo•.Z
• �NE87
ssti01
�ONAL•E,
PROVED BY E
v� ■.r
JUM 1 5 19�
INC
m
JACOBSEN HOMES r1°n"`"� of;C.L.Y. 5-25-95 •"'"`
TIESE SPEOf1GTRINS uDRAWINGS ARC
dUCINAL. PRmmuART. AM COWLDITYL DRAIIING TITLE
�I P.O. 368 ""1°°"LS OF TO PC
JACOM U ""ACCOL TIE -DOWN APPL.
&0 YAM BLS ARE PROMM
SAFETY HARBOR. FLORIDA 34695 11MM rCR SItCt1C IRYMS NO MAT K DRAWING NUMBER
PHONE (813) 726-1138 KK CWWR4 APO SCCRCT IROI OHM AD—TO-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING 0
THE WORKING LOAD 0
OF 4000 i MIN.
MARRIAGE LINE OF MULTI —WIDE
FLOOR
VERTICAL TIE —DOWN
TYPE 1, FINISH B.
'GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
I
COLUMN STRAPS ATTACHED TO A
SINGLE; GROUND ANCHOR (4000#)
i ..t111,1„lu..
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHtR DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
Off. ��,�ST EtiFU�
Q� N0. p
ENE870'4571
M A 1
►PPROVED BYE,
115M
Nil *14 INC.
"NowrMniomm" E
caaTamamunfflumm
NOTICE ", ,DMWN'Br: DATE REV. LETTER
JACOBSEN HOMES THM SKOXA M AM MAWa ARE C.L.Y. 5-25-95
cwaNu. PRCa+cIMT. AND UMWM ui1 DRAWWG TITLE
P.O. eox 36e M „A1W T T� COL. TIE —DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 IEaP8a iCR VECIIX RUMS NO UM EE DRAWING NUMBER:
PHONE (813) 726-1138 om twwxq APO s1:m Inou mwx AD—TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLM IN COLUMN b'
-- - - - - -
ISEE TABLE FOR MAMA SPAN FOR COLUMNS 'A' OR
r
COLUMN 'C' COLUMN b'
APPROVED BY
I SEE TABLE FOR MAXIMUMSPAN fOR COLUMNS '� OR b' _I
SEE TABLE FOR SPAN COI.. T SEE TABLE FOR MAX SPAN FOR COL
INC.
ROEMANUFACTURED HOMi
WOW SAFETY STA`TDAROS
MAR 0 3 1999
COLUMN 'E' 'F+ Cmw V
/COLUMN
ISEE TABLE IN MAMUM SPAN FOR COLUMN T' I
MAXIMUM AUDWABLE SPAN
rff OF ANCHUM REQb
(SEE AD-70-0251,
COLUMNS 'A. 'e. b' OR b'
COLLAfiS b' OR 'C
COLUNN1
AD-10-M AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AR-TD-0253)
SEE NOTE 1
ap. 'C'
EXP. b'
L7P. 'C'E206-4*
EXP. 'C'
E1P. b'
EXP. b•
OP. b'
OP. 'C'
E7P. b
UP. le
DP. b'
2 - 31501 ANCHORS
37'-4'
25-6'
29'-4'
37-4'
25'-6'
29'-4'
20'-C
37-4'
25-6'
29'-C
20'-4'1
- 315Q% M OM
18'-6'
12'-10'
14'-7'
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-r
id-3'
1 - 4000/ ANCHOR
23'-8'
16'-4'
18-i
23-1i
16'-4'
18'-7'
13'-0'
23'-8'
16'-4'
11C-7'
13'-0'
PER CALCS C %✓ /�
NOTES:VP•'
4 �.,
G�STER
DAM APPROVA�,'� Q
ply
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
:'Qv NO. Fb "'• =
pPPROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE FOR
910334 .:
AD-TD-0001 ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
OF
•-o STATE
•� ��...
.
INC,
S/
JACOBSEN HOMES
NOrIcP
TNESE SKOF1C MIG AHD ORAWM ARE
M T
DATE: 2-9-99.
LETTEtE
DRAWYRC�TITIE:
CRICINAL. PROPNIETARY. AND CGtf10ENIK
P.O. BOX 368
ml
MATERIALS .OF JACOBSEN MANOFACRMC
W— SUCK MATS&A S ARE PROVIDED m BE
184 WIDE COL. TIE -DOWN APPL.
DRAWING NUMBER
AD-TO-0254
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
REC MNr FOR STCCFTC PUcaM AID 14 11E
FF:PT ODtOtOEN1IAL AN S:CI31 FROM OHM
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
'rm�l a SEE NOTE 1
n n n n n n n n
L24' v L24'j
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BR ff S (SEE TIE -DOWN SPAM TABLES -NORMAL
AND/OR ALTERNATE- FOR MAX9IUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TE-DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2•-0'
(241 FROM EACH END OF 1HE UNIT.
NOTES.
I. LARGE OPENING = ANY OPENING 1NDER THAN MAX MEI DOWN SPACING ALLONE
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VER TIE -DOWN SPACIIM
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 �S NOT EXCEED THE
MA)OMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE-DONN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE. -DON LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REMEYENTS
JACOBSEN HOMI
■
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
III II IIIIII�,,
.O?� . S•T�O���:
;IJEE MPRM ' O '•
ENE:8703571••
s
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
NOTICE I DRAWN BY:
THESE sPeaFlutlars NO WA
ARE
alaa+Al, PROPRxtAxl AND
C011DET m
MATE) U OF .IACOBSER YAMJFAC1UtINC
NC. SNOT MATUMS ARE PWAUM TO TIC
REOPENT FOR 9M C P RVO NO WST l[
IEYT CLNDOITUL MO RIMY
OTTERS
C.L.Y.
ROVED BYJUN
-
IN� T�
. ;«ueev ioe
.v;�ac •r ve s+tm fskpMR
DATE: 5-31-95 1 REv
TYP. SINGLE WIDE T/D A
AD-TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
���•••2--4--'--��� LARGE OPENING
I I SEE NOTE 1
COLUMN SUPPORT X-DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN MOM
MULII-WIDE FLOOR SHOWN
SEPERAIED FOR CLARITY
V V V O V V V V
Lei24'
STANDARD VERTICAL TE-DDWN STRAPS OR ANCHOR
BRACKETS (SEE BE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXM SPACING ALLOYED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2!-0*
(241 FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ,,��ulllu11AIoAAAA
ALL TE-DOWN STRAPS AS SHOWN IN THIS DETAIL 11`0. N c •DQ�A'��i,��
NOTES: F • % �� DAPIA APPROVAL:
I. LARGE OPENING = ANY OPENING WIDER THAN MAX. K-DOWN SPACING ALLOTTED. NE8703571 OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE-DONSPACI ,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
TA MAXIMUM TIE -DOWN SPACING REQUIRED ON 1}E APPROPRIATE VERiICAI/FRAME OF Q ���'•,. / ( q�'
BE -DOWN SPACING TABLES (SEE OTHER DETAILS). �., ��. •.,!y.. fA ,.•'�a .`` I{�'�
3. INSTALL FRAME IS AT ALL VERTICAL TIE -DOWN LOCATIONS. 16Nl4� ENv��.•`'� .N,.�D �Vl
4. SEE AD-TD-0001 FOR ADDITIONAL REOLIREMENTS. ANRdNBONpIFIT1ATld 1i-001N1
DEVXES ARE CERTWO BY OTHERS
NOTICE DRAWN BY: . C.L.Y. GATE 6-1-95 REV LITTER
JACOBSEN HOMES TNEsE SPEORFJIRONS AMID DUUNM AM A
MONK, PaOPICE AW AND Oow10 IK DRAWING TITLETYP MULTI -WIDE T D
MATERIALS OF ACWSEN 10MOACTIANC
„ P.O. BOX 368 LNG UN MATERIALS ARE PROYM TO THE
SAFETY HARBOR. FLORIDA 34695 IKWW FOR 9'E171C PJNZ NO MM K DRAWING MIMBER.
PHONE (813) 726-1138 RIFT to mLq AIo sEav n= oTNm AD-TD-0310
74
IATR
ZONE I TIE -DOWNS
SEE DETAIL - 'A'
SEE DETAIL - V
- MARRIAGE WALL -
OPENING TIE -DOWN
IEQUIRED AT OPENING
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
I
FRAME TIE -DOWN
DOUBLE WIDE TIE -DOWN
NOTE:
I
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TQ
I OPENING TIE -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.)
—
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
STRAP BUCKLE' 4ATH 2O25 j ANCHOR, A DOLIM HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUM ALL GROUND ANCHORS MUST BE USTED TO CARRY THE LOADING
IMPOSED BY THE RE -DOWN STRAPPING (5150 LBS. MA)OMUM
FOR EACH TIE=DOWN STRAP CONNECTED).
DETAIL 'B'
60'
�- TYPICAL• TE-DOWN STRAP (1 1/4' X .OW MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 31so*
CAPAdTY MINIMUM) s I,Sm q?ys yULT,,,,� eE
PULL DOWN TIGHT TO ---/
GROUND ANCHOR DETAIL 'A'
NOTES: ENQ, F **� DAPIA APPROVAL:
1. SEE DETAIL 'B' PAGE 4 BOR MARRIAGE WALL �� �O ; • T'il�IQgT .Fy'..�
OPENINGS GREATER THAN 49 INCHES. & vQ To i 7''6" '1leij&vTq �yy : : •Vti C�'. APPROVED BY
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR s Pgrl,
ANCHOR AND TIE -DOWN PLACEMENT. .
3. SEE DETAIL PAGE f4)R TYPICAL I -BEAN
PIER CONSTRUCTION -- i STATE OF LIQ 9rL� IN
,C
ST,i�F ''•. �[ p R104' ••'. ��' I `I
11 /S�. cdG�� �� Op60{R101A10iNLTTSiNOht�
JACOBSEN HOMES mm SPEanCAN7'lO7'5 um DUMM ARE -UKMVN BY. • RR DAIS 10-31-95 REV LETMt
m
MONAL. PROPRIETARY. AND OptUU jm DRAWING MILE
P.O. BOX 368 UATEMAES OF JACOM uANLRACTLRINC ZONE ITIE-DOWNS
W- SlJat MA70 UYS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 RECMT Fat 1.111 PAVO AND MAT K pRAWWG NUMBER
PHONE (813) 726-1138 PVT CONFMTVL APO 9EM M OMM AD-Zl -0001
74
PACE 2-
75
TYPICAL I -BEAM
TIE -DOWN
I
I
I
MAIN FRAME I -BEAM
I
KSFE NOTE /1��-
MAIN FRAME I -BEAM
IEND
SPAINGI
CENTER
SPACING «I
CENTER
SPACING
CENTER
SPACING �I
CENTER
SPACING
CENTER
I SPACING
END
ISPACWGI
IDOIJBLE WIDE TIE —DOWN PLACEMENT
I
END CENTER CENTER CENTER CENTER CENTER
END
r nw�v
rnunv
xnunu
1YPICAL I -BEAM
TIE-DOWNI
T
MAIN FRAME I -BEAM
1\19E NOTE }t� `SEE NOTE �T��-
MAIN FRAME I -BEAM
I
�I
MAIN (FRAME I -BEAM
I
I
I
SPENDACING CENTER
SPApt�G SPACENTERCING SPACNG END
ITRTPLE WIDE TIE —DOWN PLACEMENT
NOTES: LNUN ;,`vja VtIN
SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF �� GfV� C•9T•..'y
MARRIAGE WALL OPENINGS WDER THAN 49 INCHES. N0.0045484
o
'STATE OF
ce
'1
1
ce
ce
APPROVED BY
lr4II V
RCIRN um
co.i-r14CID Mosvcn SiMmyms
JACOBSEN HOMES NO71C� 'g w w�• DATE: REV. LETTER
THESE SPEcincA ONs AND DRAWRM ARE RR 10-31-95
■ OfEaNAL PROPRIETARY, AND 001d1DE Im DRAWING TITLE
MATERUJ9 OF JACOM MANXAC7"G
P.O. BOX 368 W_ Sm NATERWS ARE PROMM TO THE TIE -DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 RICPOtf fOR SPEOTX: P1NM AM WSf BE DRAWNG NUMBER
PHONE (813) 726-1138 I 1VT ODI:MM NO SEOV TRW ORM AD—Z1-0020
1 76
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
BY a CV.
FES 0 1 M
INC.
JACOBSEN HOMES
P.O. BOX 36B
SAFETY HM80R, fLORIDA 3�695
PHONE (727) 726-1138
NOTIM
>1MSC >�� AM ORA"= AK
oat FRUPWIANT, #M C9WI&XIAL
°A1MU Of AMM """"A`""`"`
frn sWOn�1C rwv� Tun rOis K
1EPT COUVO AL Am Kog7 nrow cum
MAWR or. UAic:
M.T. 2-1-00
MY. U110%
A
,•
VRAWM TITLE.
ZONE 1 INST.
DRAW C MAIBER
- AU—Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER i \
1 i LONGITUDINAL TIES ONLY REOOIRED 0 EA. HALF
OUTSIDE BEAM INS END, EXCEPT FOR ZONE 3
EXP.'D' THEN 2 REQUIRED EA HALF
(IE ONE EA, BEAM, ETC_.)
VERTICAL AND DIAGONAL 71ES INSTALLED ALONG
TRIPLE WIDE THE SIDEWALLS SAME AS THE MAIN UNIT.
OR QUAD WIDE I VERTICAL TIES AT CENTER LINE REEARRED ONLY
SECTIONS) AT COLUMN SUPPORTS PER DOUBLE MADE
CONNECTION REOIRREMENTS.
24' MAYWUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REONRDENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE-DOYMS MAXMUM HEIGHT}
ZM-2 ZONE:3
EXPOSURE 'C' 90' 56'
EXPOSURE' 39' 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTIONS) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP M"UA.L
(EXCEPTION. NAILING; ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
_.aNLlllllu...
NOTES:
1. FOR QUAD SECTIONS, EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
INDEPENDENT OF THE 01H0 STRUCTURE (IE. SHEAR#ALLS, TIE -DOWNS, RIDGE -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED ,F'OR EACH uuLTl-SECTION.)
Lb p "r
r.%sERF�F
No. o
EN 0357
5 1 R ur
DAPIA APPROVAL'
►PPROVED BYE,,,..
,01 5 1955
INC
�t�T0.l W1m{�Ci11Nm 10E
JACOBSEN HOMES NOTICE DRAWN BY: GATE REV.LETTEN:
TNESE sPEanaTlOt/s AND DRAMNCS AIMC.L.Y. 5-16-95
WONAL PRWKTARY. AND CON/1DENTLAL DRAWING TITLE-
P.O. BOX 368
„ MATERIALS OF JACOM MMUFACTWNC
W- wa WAMUS ARE PRONDO TO n+E ADDENDUM -INT. UNITS
SAFETY HARBOR. FLORIDA 34695 AECAW FCR S'ECM PilIIW AND aml BE DRAYANG NUMBER
PHONE (813) 726-1138 I IDYT CpiWA4 AID SECRET FRCP 0DOM QUADADDi
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTMME CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS]L
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERDIETER RAIL
OR ROM BEAM
CROSS-SECTION
30 GA. GALV STEEL STRIP
C X LENGTH OF ROOF SSECOONS
MAY BE OVERLAPPED 2 LWI.)
W/STAPLIES AS SHDMN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER CALK STRIP.
(SEE NOTE 1)
31 X S' LAC SCREWS
18' O.C. (ZONES 2 ✓k 3)
STAGGERED
�— 30 Gil CALV. SM STRIP
SECURED VATH 7/16' X 16 GA. STAPLES
I = PENEIRATO INTO DECKING
2 ^ O.C. MAX. SPACING 01P.)
,,,luuui,
NOTES ENGI EP` 0 • Qo�''i���i DAPIA APPROVAL
1. 30 GA. GALV. STRIPS USED MAY BE rnND DEFLECTORS `��� �Q; �G%STE9�..�t`2y��r F.,. `n BY p
REMOVED FROM ROOF IN DRUM CONDITION - Q` No. O L
(EXCEPT FOR STAPLE HOLES)L ENE8703571 .U) i 5
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2 SHINGLES IN THE DORNER AREA OF THE LINN UNIT MAY - 1��
BE SLIPPED LOOSE AND INSTALLED ON SITE AFTER ' Q
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % �,�'•. / 9 ��`� �"�"""""m'p`
TRANSIT DAMAGE AND TO ENSURE THE SHNG ES UNE—UP 4�� (� • �DI q : �� ���• T aAptN[1T1wa
FROM ONE SECTION TO THE NEXT.�4���S�o • • •• �N����``
Ii017CE: 1111 IDR1 DALE. FIEV. LEM
JACOBSEN HOMES Tim 9�EalN xm w DRAwa AmO L Y. 5-16-95
Oimm. PMO WYXY. AND OI,OLO,TUL DRAWING 71MMon M
CF � MATALT. ROOF ASSEMBLY
„ P.O. BOX 368 IRIALS ILC069'1I Al11FACU"
11K sumMATTNw OX PROW= TO TO(SAFETY HARBOR. FLORIDA 34695 MEwW FOR 9'M RW= NO MAT K DRAWING NUMBER:
PHONE (813) 726-1138 K" OINWIIYL NO SE0011101 Inca OUAOAOO2
79
E]EIF-11
I
[:][:IMF
F-IMPF-I
11:1001:1
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8