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SET-UP MANUAL ADDENDUM
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OBSEN
HOMES,
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidentils of
Jacobsen Manufacturing, Inc. Such materials are provided" to the ° i pecific
purposes and must be kept confidential and secret from others.
❑ter❑
REV-01 /10
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ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
I v
DMV RULE 15C
EFFECTIVE MARCH 291.1999
i
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
r
1
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND
/DUCT SUPPLY OR RETURN
DOUNG
;SOVER
USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
A PROVED BY
JUN 1 5 To
INC
JACOBSEN HOMES TXESESKMCATmNSWMAMMAM ORAMIBt ' C.L.Y. 8A� 5-30-95 �"
WDRAL PROPOCTA". No cowmFYTYt OMGTINiG TITLE.
YATMAIS OFJACOM UANXACIIAmIG
m
P.O. BOX 368 M „o, YAm ARE PRo TO TXE EXTERIOR A/C DUCT
SAFETY PHONER(8I3) 72266 1135 695 WTCd<DWW NO OR pm plSEOV R`G OMit&MY ez WtAMNG MIYBFA AD—AC-0001
ADDENDUM
WHOLE HOUSE VENTILATION
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SY
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THI
DEPARTMENT OF HOUSING AND URBAN DE IOPMENT. THE WHOLE HOUSE
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THEiEXTERIOR C
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER'THE"ABILITY TO
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD i
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS Ih
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED
FEM. THIS SYSTEM
UNITED.STATES
ENTILATION SYSTEM
THE HOME. THE
ITRODUCE FRESH
' SIMPLY RE—
ROMNG THE INDOOR
f0 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 MANUALLYGOPERATED. TO DISCONTINUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
b
I L
(
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) f
W
APPROVED BY
ON . r.,
I Sit
141MCI
I SimRaewRnL��oa
1 o�RRm,wowRmnowee
NOTICE: Blued BT a BA l: Rcv. iE1rR
JACOBSEN HOMES THESE MWW-PNUTA".AnaMMLSA3 C.L.Y. 3-23-95
MAIVOI AOr OL'AR7 An ouRoann du�R c nne Q
36auAlvaAu a �ACOBSR wrrtRunaRe u
HARBOR.
R. FLORIDAme M MAamu ARE PRov� TO Na W.H. VENT. 'n.
SAFEtt HARBOR, pRI3A695 RE~ /OR S CM PJMM 4D "I [ DRAIWG NUMBER:
PHONE (B13) 726-1138 Lo➢1 emm Ik No Rau moL omm I AD—AC-0100 I i
0.016' X 1 1/2" MIN. STEEL —y
STRAP ® 48' O.C. MAX. SPACING I 1
4' TO 3 4' GAP
MATH FASTENING INTO JOIST I
EACH SIDE OF CENTER LINE
PER TABLE BELOW.
J
INSTALL WOW SHIM AT ALL LAG
FOR GAPS N FLOOR SYSTBAS
TO 1/r, INCREASE LAG LENGTH 1'
NDS01
LOCATIONS FOR LAG SCREW TO GO
EEP CONNECTION
AND FOR GAPS TO 3/4'. INCREASE
N077EE 2)
LL LL LAG LENGTH L 1/z'.
TIGHT.((SEE
(A DFOSLIRES)
30 fA STRAP FASTDtD R/
INIAXi NWTEA OF FASIF1Qt5 REOMM
MID ENE
DPOM
3/S' X 3 1/r LAG SMIT
7/Ir X 16 GL STMES
MOD ZONE
DPOSLRE
M131' X 11/r NAILS
7/IR' X 16 GA. SLAPLM
MAN" SPACING
yNyy SPACING
•C'
1F D.C.
2 1/4• QC.
Y
3
S
2
2
v
17. O.C.
1 7/6' O.G
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4
7
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NOTES,
[HONOR APPROVAL
DMA APPROVAL•
APPROVED BY
1. 1' UK FOCUT04 5 REg1RED O1 STAPLES FOR W 0,01V STRAP.
L WOO 90 5 70 LE RIPPED FROM SPF laNN OR KIM
vised
ON 14Z,,21,2006
r
r X 4' X GAP \ON UK 517E)
1053OR FLYMDO UAY BE USM F RRMM EQUALS GAP MOTH-4' X 4' IDE go
23 .o.6
John Ci. 1J06Ci9n, p!'.
I NC.
C.
3. tOF HAWN SDEIUIL NIXM.
s�2 Efl(J'ii3tlf!R(j, 1^.^,
ttutlut I,uutrnu�no nwt
,msmucriat ano vttn sunosuos
4. SEE OTIRR DETAILS FOR SIXING FLOORS FOR AIR NLMAIIUL
JACOBSEN HOMES
srl OMxs A1" aM AA[
L7IAM, Br.
M.T.
"
OS—
RLv. LE77ER
P.O. BOX 36e
®
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W
FwMm' "A0 ""&70""
p1AMl47 nilE
EKING
M/W FLOOR FASTENING
SAFETY
AX
He a101 W7OW7 At RSXUMXM lM K
°RA'
PHONE (13j 7i6-1138
W7 OXiD X AM Z RM OHM
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL
ENDWALL
NDS01
NOTES:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
F
FASTENING
f
V
t
.13f X 3 1/27
8' O.C. MAX. S
FROM SIDE TO
MARRIAGE LINE
John C. Dueden, P.E.
K2 En-affm". !no.
NAILS
4G, STAGGERED
(TOE —NAILED).
APPROVED BY
Revised
Mey 2d,2006
ENEE'ION NC.
smear. anwu�eo Bore
merwc,a uo sum srrmums
JACOBSEN HOMES
IF=mvPMT=
rmmmum M
ew..,r,
M T.
r"�
05-22-08
R"m,�
OoaL 11"MM;" aasmm.
W1O1M7 °' �"°°'�1 ACIRM
OwWC 111E• `
WALL FASTI?ENG
R
P.Oeox 366
IIG >m wLWA AR 11101®AA[
li M/W
U
SAFETY HARBOR, n.ORDA 31695
EDW A ANNE re m A[
GwWG MAHR
DHOW (613) 726-1138
0Fa>.maaED>lnFORCE onm
I I a AD—FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 GA. GALV. STEEL STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MAX. SPACING).
"LAG SCREW SET BACKS
FOR TRIPLE WIRES
FOR DOUBLE WIDFS -� \
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS
AT A 45' ANGLE
STAGGERED
ROOF PERIMETER RAIL -
OR RIDGE BEAM
(FOR RIDE BEAMS SEE NOTE j4)
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
PLAN VI
-3/8' X 5' LAG SCREWS
(2 1/4' SMOOTH SHANK)
SEE OLART ON AD-FA-0001
FOR MAXIMUM SPACING
—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
WHO DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL ODND1710K
EXCEPT FOR STAPLE HOLES)
smLAG SCREW SET RACXS
�— FOR DOUBLE WIDES
FOR TRIPLE WIRES
CROSS—SECTION JSYSTEMS `— INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF LENGTH
LOCATIONS FOR LAG SCREW TO GO
TO I FOR CAPSINCRESE LAG lI N RE 1' THROUGH AND TO KEEP CONNECTION
AND FOR CAPS TO 3/4%LENGTH
INCREASE TIGHT. (SEE NOTE 2)
NDS01 LAC LENGTH 1 1/2'. REF CALC. PG.
( L ZONES)URECROSS—SECTION(W/GAP) C WA- G1.01- s1.07
ALL
NOTES:
C4CEILBI APPROVAL•
DMA APPROVAL
L 2 I/P WL POIEXIAXON NW MMVM NFAIBIR IS FEOIRD FOR LAG SOSIPS
2 WOOD SIOIS TDBE W M FROM SPF HO NK OR D[. M
APPROVED BY
i X C X GAP VIDIK MIL Sm
0® dl Ii.YAOoo MAY I£ DSED F THDIOIESS EWAS GAP 7DR1-e X 6' M& SIFT
r
]OhnC.
Revised
N p y 2a , 2006
1 SM OIIER DETAAS FOR COMPO G ROOF KMTIOL
4. � [K NST&ING A LAG AROP NiD A Ell BFAL FFST-Md1 3/r
n. P.E.
I INC
A O E"KE
NDE TNIOFOI UE FRST RD E BFNL SEOM-M A 1/4' FIOIE MUCH THE
ri?. EngirTserhtq, Inc
.
w fampto ""t
RECO q WOQ TERN FOR TIE. TREADED POR71CN OF LAC SM M SE ON& ARE
tonsr.urnu, AM SMEW STMD nos
FOR 3/w LAr =FXN OTT.
-
S IOI' YArA N SMALL HUGHT.
JACOBSEN HOMES
DE.S[ stCM'l�¢ X'G w.rs Nc
MAUI or. M.T.
01E 05-22-06
a¢ IEI7Fx
P.O.
CFWKU.moo MAIM w1vll mo E /OFLOfNL
�
ourMc XnF:
M/W ROOF FASTENING
�� Box xe
SAFtlPHONNE 7e--113E��
I,,�o,A,"�'
wfmw �1 0
auwc MAN�Ic
(8113j
IORm 01�ia`s
AD—FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. Slin RIDGE CAP COVERING
LENGTH OF ROW (MIN. Y OVERLAP AT SEAM) CENTER OR MATING LINE
SEcuFm WITH #8 x 7/le HEAD x Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) I—
I• I
I I I
�• I � I
RIDGE CAP
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENURE LENGTH THAOF RODF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(ALL EXPOSURES)
1 I 1
IL
1 1
IL
IT
IL I 1
1 I 1 METAL'ROOF PANE
1 1 APP. 2r FROM CEN
� I �
�-30 GA. GALV. STEEL SIRE
6• X LENGTH OF ROOF (SEE AD-FA-002(
SECURED WITH 7/16• X 16 GA. STAPLES
FILL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX. SPACE'
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
STANDARD 7/1C O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA FEL MIN. SIWITH 9. O.C. RIBS rtt:�C)l
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFlNG AND MMQDM
TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
Li
APPROVED BY
10,2008
N plinc.
RDe W FAMWD Wa
wflS umom ANDsA momomDs
JACOBSEN HOMES '77 Or D M T " '" 08-25-08
wism vMMLPRWRrMv A M" Tt METAL ROOF RIDGE CAP —
PA mOX 368 = so NAm3 "AE F�OVmm)11 M �;
SUM HMOK iONNE ((813) 20113D W7 34695 �mAAm � its am CRAIib N11®t
I AD-FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
m
JLIN 1 5 M
INC
Nonce C.L.Y. 6-5-95
JACOBSEN HOMES nest sKammd ANO 6RAYRGi Im
m_n■ OMONAL PFAIWART. AAW WUUWOTA DRAMNG BTIE
„
P.O. BOX 368 RATOW S OF PZMS I UWAC1U0IC M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 3A69S NC M RATEREU AM PRO1M M OFREOlWR rm 9MPM M" IM BE DRAWING NURBOt
PHONE (813) 726-1138 PVT OWMTA AIW Y61T TRW onWa AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING,/CLOSE-UP
'I
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
I. 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
k
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
I�
BEAD OF�ROOFING CEMENT
(2 BEADS; REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
I
BY
1 JuN I 5 i99S
INC.
JACOBSEN HOMES NOTICE 'R' 7 • '^"
7HLs SPEO[rCA H5 AM DRAM M AM C.LY., 6-5-95
QEDRAI. PROPRISARY. AHD N16LB11V1 DRAINiG 1111E• i
„ YATMAU OF LdOM YNAPAC,tfENO
P.O. eo' 368 M/W ROOF SEALING
SAFETY HARBOR. FLORIDA 3R695 MNT rm 9 C N tr$ WS, K
PHONE (813) 726-1138 lV, OOI Wftk M sari Fat 0R oRArnHG HuuBER: I! i AD—FA-0026
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. INSTAI.E ATIOH•
I. REMOVE ANY CARPET AND/Olt PAD FROM UNDER THE HEARTH EXTENSION AREA
2 INSPECT 11E METAL RA4d4G N THE HEARTH AREA TO MJRE THAT IT HAS
80 NSTALED (DOS FLASKNG MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BET&EEX THE FIREPLACE AND THE HEARTH).
1 LOCAR THE HEARTH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLOMING
THESE STEPS
A WZJXLY RACE THE HEARTH EXTENSION N THE PROPER LOCATION N FRONT
OF TIE NREPLACE ASSEMBLY.
B. SECURE BE HEARTH CaDISION TO THE FLOOR W/ 4 18 ■ 2' VDOD SUM
C. FILL THE AREA BErN EN THE FACE OF TIE FIREPLACE AND THE HEARTH EXTENSION
WITH A HDN-COI WABLE CAUIONG OR MORTAL
D. OR FOLLOW THE )WIN MANUFACTURERS INSTRUCTIONS FOR NSTAUAIDN.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
jw 2 8 19%
n� INC
ma++c+w.�Owmswovo
JACOBSEN HOMES NOTICE ORAAN BY:. C.L.Y. 6-16-95 MAR RLY' ELIIut:
THEY 5PEarrAW4 ARM DRA1tN4S A4E
■ MORAL PRWWARY. AND CWMT E DRAMVNG RiIE•
P.a Box 368 AUTETMA3 or AC009iN YAMXALl"c SHIP -LOOSE HEARTH
THE
SAFETY HARBOR. FLORIOA 34695 Kow Ew 91 C mm ka Am FRNM"I K DRAVARG NUMBER
PHONE (B13) 726-1138 1VT [Moan& AO SOHT n Dnva AD-FP-000I
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, a(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.
E
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.
V.
5 2003
SET --UP MANUAL ADDENDUM
AD-FS-OOOI-A
TRUSS SHEATHING
APPROVED BY
N r INC
FIDEMLNARUFILfUBED ROME
CON61N1CIIpN 11ED SAIETY iuMm
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
SIDEWALL -I I MARRIAGE WALL
3/6' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABDVE SHEARWALLS
(APPLICABLE TO ALL SNEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOORERS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS S-FATHNG MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(10' X la 1/2' MAAMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
I. 3/6' MIL RATED SHEATHING FASTENED 70 ROOF TRUSS MTN 7/16' X
1 1/2- S 16 CA MIL STAPLLS 1 1/4' 4G AT PANEL EDGES AND 3' O.G
AT ALL FRAMING MEIOERS (NO GLUE REGU MO)
3/8' SISTHWG TO BE INSTALLED ON -SITE
7q
C
VINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVED BY
MAT t
INP
E
INC.
I,
fEIXR& MAKUFACTUREDYROAISMEEDAR�
JACOBSEN HOMES
DRAWN BY:
R
pAIE
REV. UTTER
THESE wmnaNtms Am ORAimos ARE
R.R.
4-27-98
■
P.O. BOX 366
ORIORAL PROITQTARY, AMU C"UNIUL
MATERIALS OF +ACOaA UA"r TURWC MA
TIC 91CN IDCALS
ORAMNG TITLE:
TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 7a69S
ARE PNDMDED TO 111G
RECMf RR VECM PMavgS AM MIST R
DRAWING NUMBER:
PHONE (613) 726-1138
KEPT Fm9I IJAL AND San few G1I(RD.
AD-HR-0001
12
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al A MVFMS MMS Dal MM LM
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a
1
HINGED ROOF DETAIL
UNDIMAWENT TO BE 910 3' IAN.
ON BOTH SECIXINS OF HINGE ROOF.
FOR Will ZONES 2 AND 3.
RAISE DIVIDED SHINGLE AND UNDERIAWAT AND —
AND A MIN. 4 1/2' WiDIM OF ROOFING CEMENT 10
709 OF LAST SNNGIE ROW ON FIXED ROOF SECTION.
(THIS 15 TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK BEHIND 2 X 6 —
OVERHAND FASDA BOARDS AND SECURE WITH
3-FB X 3' WORD SCREWS FACN SIDE OF GAP.
APPROVED BY
NARevised
ov 30,2006
]INC.Ropo
FEDERAL YINNFAIi MMWE
(DI6YAUCFRmAmRsAFMVMW INGS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTES:
I. TIM WED I= mO1XN N THE PAS P®D01 HYDRE SOGINO HNG111
KING POSTS 11110 POSITION,
' 11/as/ob
John C. Doedom ft
IM Enonevik* W6
WNDZWIE 11
(110 MPH)
ALL EXPOSURES
JACOBSEN HOMES
EIDEO
6WAiSIumwwolm':o�A.�„<
ONO11k romva w Dvs16HnFA
"`"'""r D.T.
10-02-06
/`
DRAWING DRC
P.Box 360
L%W =3 Cr MZM"" A1B
.
HINGED ROOF DETAIL
H
SAFETY HARBOR. R.OWA 34693
m RICH ux mn6 ARE FADE®"M
Freon to omK N Am AUW K
DRAW MAID
RIONE (813) M-1138
an mandut m Ir =0I am&
AD—HR-0003
14
INSTALL ON SITE 150 FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE /2
CONTINUE 15# FELT TO ROOF PEAK —�
0
d
x
N
iF
i
I `
ONE—PIECE SHINGLE
UNDERIAYMENT
...:.:..{..:.... 2
I nI I I I I MIN. O
r-1 n ...V.E.RL.AP.
.:.............. . .............
MIN: TAR AS OWN
N PLIED ON SITE)
.... SEE NOTE 13; .. .
3' MDL
I I I I I r SEE DETAIL 'A'
, rl I I..•.•
�•'-
SECURE FIRST ROW OF SHINGLE TO BE INSI
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA
NAILS) PER SHINGLE MANUFACTURER'S INST
CONTINUE TO PEAK.
DETAIL A
REMOVE THE ONE PIECE
GAP (HINGE SECTION IN
THE HINGED SECTION OF
AND BEFORE INSTALLING
ED ON
ROOFING
LIONS AND
ALE UNDERLAYMENT IN THE
POSITION) BEFORE LIFTING
ROOF TOa ITS FINAL POSITION
151 FELT] AND SHINGLES.
NOTES: I
1. CEMENTING OF 151 FELT IS NOT REQUIRED IN ANY AREA EXCEPT MIX NOTED. !
u
2 FAMENING OF 151 FELT IS NOT REOIARED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) !
3. EXTEND THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIAD ROOF A MIL OF r AND UNDER M LAST
COURSE OF FACTORY WSTALIID SHINGLES F NEEDED TO MAINTAIN THE 6- MIN. OVERLAP ONTO EHE FDFD ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD—HR-0DO1 (WITH SPECIFIC END PANEL LAYOUT).
AD—HR-0007, AD—HR-0003, AND AD—EW—ODGC
t
F
I.
,
E WINDZONE III
(110 MPH)
ALL E70'OSURES
PROVED BY
IrpIEP 2 2 K•!+w
INC.
Non= m M.TC g-20-03
JACOBSEN HOMES � Amm »D WAMM AM
WGUL PRWWARY. AND MIF00111AL DRAWING TOLE SHINGLE AND UNCERLAYMENT
UVERMLS OF ADMM YANIFACUMS q APPLICATION ON HINGED SECTION
P.O. BOX 36B MQ S" MAMMS ARE PROVOED ID /E
SAFETY HARBOR FLORIDA 34695 XEWW FOR 94= AME'M ME IdW t DRAWNG NUMBER
PHONE (613) 746-1136 ®T 03so011K A10 SMIEr WEDS OMM i! AD—HR-0005
15
! P
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #B X 4' SCREWS,
6-1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 150 O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
NOS01
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYNEHT AND SHINIM
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL PTNDZONES
ALL EXPOSURES
20 PSF ROOF
--- CRC - 167.01 - 167.02
KIA APPROVAL DAPA1 APPROVAL -
APPROVED BY
71 Revised
/r. 4 Q� JONA tm 09,2006
C.
JOhFI 0. Doedwi, F.E. Flmmw IN
92 Eng09BTR19, IiIG carsiux7�uo su[n sru""n""
JACOBSEN HOMES
N07ICG
TK!XSnCMAfl n,UQ=U -'.Ac
M "=m�.nanuL
O.A.
un,u
06-06-06
ORAWWIG ➢RE•
P:a Box 066
WTORA" d A=2N W" AC WM:
PEAK INSTALLATION DETAILS
S�PHOTY NE(727) FLORIDA26—II}8695
yq, „ �S �� p
min r(KV=��oa�
DRAWING KWER:
AD-HR-DO06
16
r
SHINGLE/UNDERLAYMENT INSTALLATION
i
91E WSTALIED SINGLES (USING THE
6 FASTENER METHOD) AND GAP NSIALIID
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS. /
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A 6' MN. WIDTH OF
ROOF CFIENT AT EACH END TO
ROOF DECK AND/OR EASTNG
FELT AS SHOWN.
TOP COURSE(S),OF SHINGLES TO
O"JP PEAK !AS SHOWN.
I
SHINGLE INSTALLATION
(
- INSTALL i0P DYER OF IS/ FELT
TO ROOF NTH A 6' MN. 'MOTH IS
ROOF CEMENT AT EACH ENO TO
ROOF DECK AND/01? EXISTING
FELT AS SI MI.
SEE OTHER DETAILS FOR
STE INSTALLED ROOF!I PEAK
UNDERLAYMENT INSTALLATION
BY .
AUG O 1 20
HOME ."_..
JACOBSEN HOMES TEY4[Oi11RSu06Aa116AR M.T. 7-28-04
O'eoa. FRMTHQ. HO caavmnn DRAWING ERE: 1 _
YATDW Or 4B4H AANEKTIIRIIG SHNQEAN)EI LAYMENT INSTALLATION
\I P.O. BOX 368 ec 9A7 E.lUA6 AE 1na1Dm To THE
SAFETY HARBOR, FLORIDA 34695 A[®Qt 1R1 s[ac 11MMO Ao rrst c DRAM16 xutaR: AD-HR-0007
PHONE (727) 726-1138 1"1 owwl a AV jW 11U1 QKn
F
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRALONG
MBER W/ STAPLE OR NAIL
BANONG STRAP 'NRAPPEW AROUND PIPE MID FASIE ED 10 FLOOR FRANINC
AGE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
I OUTLET. WiERE 110S GRADE CAN NOT BE A]DEYED, NOT LESS VIAN 1/87
'DOT MAY BE USED W1iEN A FULL STZE CLEANO)T IS NSTAllID AT THE UPPER W.
..J NEW OF DRAIN PIPING
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURERFOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JU E
07INC.
Nonce MAWR BY. CANE: IV. LEIIM:
JACOBSEN HOMES x5£SR71[ADIMaAAaMAOQAE. R.R. 7-17-97 A
cmao acAw 1POiidIA: A O m�oaw MAIM6 nnc
P.D.box She °AIM&S °""'�O1 �w XWM PLUMBING SUPPORT
,V ee 9M YAwu ART warm w e(
LELL)SAFETY HAABOR, i726-11 3�693 RtsOA wl NmC NNiI N0 NfI C B9ANNG Mt1fjEA
rxonE (eu) na-Wise ¢mm�mmtwo totTTxc.anan AD -PI
18
OPEN PORCH RAILINGS)
i
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.
r
1
i
NOTES; OAPIA AWMAu
PPROVED BY
mm k s a
A INC.
j LM ANUFACNIHED ROME
E! NSPlFWWNM® SVMSMNWM
NOTICE DRAW Br. DAME: REV. LETTER
JACOBSEN HOMES TNC4SPECFICA1mISANDj0CU NSNL M•T. 3-30-05
tteWu4 FRWWARI', ARI CafTorNN1, DRA1W0 TITLE'
YATMALS OF dALOM UWACTUM
P.O. BOX J68 W.ww wim" N6 FROM TO III, OPEN PORCH RAILING(S)
S
SAFETY HARBOR. FLORIDA 34695 g6gAI Fm 9= papm ND 116T H ORANNC NUIL<IR
PHONE (727) 726-1138 IVT 00FOU(IM No SEW RAM 0:9 � � AD—PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 D WAUST & ROOF), SOLAR TUBES AND PLUMBING
4 r- VENTS SEE AD-PR-7007 & 7009.
MAX ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 i� 1 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
- (SITE UISTko) c
t FOR OVERHSEE ANGS
`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 STE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI �L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF jITE INSTALLED PITCHED
FOR FASTENING C 'JTER SECTION RAFTERS
NOTES: DAPiA APPROVAL
APPROVED BY
ReV3 ed
Oct 25,2007
INC.
FEDERAL UMUFAMRED NOMF
CONSTPIICTION AN0 RUM STANDARDS
NOS DRAW BY. GATE RELY. LETTER:
manJACOBSEN HOMES ncgLPRWTIusANDDM1MPX O.A. 1D-24-D7
OATERIA. F OFJATART. Ala RNAffiRN GRAVING nne
Wt SUCH
5 A JA S AM YANIIEACRA@EG
P.O. R, FLORIDA,� sua ��� „� PRowEn TD rx< ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR, ORI34698 RUMT FDP SFE01X ROM AND hW ff GRAVING NUMBER:
PHONE (727) 726-1138 IVT CI WUL as SEFAEI MOW Ina¢ AD-PR-7001
20
SECURE STE INSTALLED ROOF DECIONG
WITH 7/16- X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16- O.C. RAFTER.
SEE DETAIL SEE ROTE /I
11' MN. STE INSTALLEDINSTALLEDDECIDN6 O%ERIAp
FACTORY INSTALLED ROOF DECHING
I I tt
SEE NOTE 12 -1
BE RIDGE 8 S 18' MIN.
EE NOTE /41 4jj DEWING WI
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
NOTES:
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WIN
SCREWS A CNTALLED PITM RAFTER TO ALIGT EACH N FATORRY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
j10 X 4 1/2' SCREWS r O.C. MAX SPACING,
1 SEE AD-FA-0020 FOR GAP TREATMENT BETYIEN SECTIONS,
IrrM JACOBSEN HOMES
ollum
1T%Vr7I P.O. Box 766
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
John C.
K2 EnG
ADD WAS M
'. M fONppOR
X 16 GR STAI
EACH 16' QC.
FACTORY
(CENTER
- 88.01
P.6.
Inc,
6- X 1 1/2'
YAX. TO
INSTALLED RAFTER To
L WIN FACTORY INSTA LED
ER BELONL
(110 MI
20 PSF
10 PS'
BY
40
'Jtm 09,2006
AD-PR-7002
0
21 h
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
— 2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUADOKERS
X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOT10M CHORD 16V
DOUBLED END ZONE RAFTERS
TYP. 16' D.C.
2 X 6 FASCIA FASTENED TO OUTLOOKER
W^ (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MILL (3) .131' X- 3' NABS
(TYPICAL AT ALL CENTER BRACES)
19.0G
sa'
2 X 6 OUTLOOKER
IT D.C. MAX. BETWEEN OUTLOOIURS
ALL OUTL0005 SHOWN ARE 2 z 6 SPF 13 FLAT
-2 X 4 NADJNG BLOC(
MIN (3)(INSTALLED
31 XN3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
LAN. (3) .131' X Y NAILS
FASTENING FASCIA WTO
END OF RAAJNG BLOCK
SEE DIART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGERIER W/LDN..1310 X 3'
NAILS OR LAN 7/16' X 2 1/2
X 15 GA. STAPUrS IV O.C.
MAMMUM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE -
{SHIPPED ASSEMBLED FOR SITE INSTALLATION) OROOKERS TO BE SEORED 70 EACH
.. MW OF THE DOUBLE RBI M LOCATED
DI THE DOM PLR FASIM CIMRE
SHONE 1RUSS ONLY
REO'D OU13DE OF
3 FF. AREA
IRMS MAY BE
I ON EEIOR SIDE
1. ALL TRUSSES LOCATED VATHIN 360 OF THE END OF THE
SECTION TO BE DOUBLED.
2 SEE OTHERIDETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002
TYP. OUTLOOKER FASTENING-
FASTENERS-
DuAm.
PE)ETRAlm
J31 FD NAIL
5
1 1/2'
15 GA. STAPLE
8
1.
18 SCREW
2
1' (ILA. TIP)
OROMIR FASTEIM MAY BE Imam VANDZONE 111
ERMI TOP ORRD DOWN F PEIE IX01 ALL EXPOSURES
B MQRAIM (110 MPH)
20 PSF ROOF
10 PSF D.L
C-RC-197.01-197.02
John C.1)oedin, Rt.
K2 EnginaeTing; Inc.
APPROVED BY
Anr
05,2008
Ny.
FEDERAL ACDIRED HOME
mxrnwcmHAHDSA Ty STAHDARDs
Nomce H, m o.: <..
JACOBSEN HOMES 71EsEvEarguEsAmmAw=AK o.a ,<
1-2s-oB. L
DRID•IA1. FRDMIEM NO CO.OEM61L DRAIS C ]ME'
WTEANS OF OZOM MNAF'ADRR9O
rmp—ljP.O. BO% 368 MC SM w1DiNS NEE EPONED 1D K END ZONE RAFTER/OVERHANG ASSEMBLY
S PHONE (727) 722AFETY HARBOR. 6/138 695 WT mm om am DRAwwc Na�EDE AD-PR-7003
22
c
I Tr. Nm tnmimu DECKWGe
16' ON CENTER
OFFSET)
I e
I
-
i t
i I
- TRIPLE WIDE CENTER SECTION PEAK
l
SITE INSTALLED DECKING ON PITCED 'I NO BLOCKING REQUIRED
TRUSS SECTION
E< TIONSREMA( F LL AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 R1u
ROWS OF SHEAMNG) SEAMS BETk FA TRUSSES
I
SEE OTTER DETAILS TO SECURE
I I
-
SITE INSTALLED PITCHED TRUSSES
TRIPLE WIDE MARRIAGE LINE
- — - 1
-
MIN. W401H PER SHEATHING REQUIREMENT
I y
MANUR INSTALLED DECKING TO HERE
I f
I
I V
�
I
�
v
C
S
t
e
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
NINDZONE M
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
Revised
Ioht1 C�CsO_a=^, T'''I' NANC.
29,200�
}�' �DC�:`;L•hF:Ito,)LRC.
FEDEm W UFAC O ROME
CONSIDUCDONAND SAFETY STMDAMS
JACOBSEN HOMES
DIMSECIRCAT1 OAlKANE
7 IST.
"MAL. Pp�IEErun No WiOE1IUL
ORAMNC nm
P.O. 60X 386
WTERALS Q JtiCID471 YFNIFAOTO M
COW
I ON SITE
nvarul
SAFETY HARBOR, FLORIDA W95
Ot SKIN W1ERN.4 AIC
NZFW TO SIM MOSIS NO MAT M
DRAW HW
PHONE (727) 726-1138
MY mrt01YL ND WE FUN ODOM
A. 10-24-07
IED ROOF DECKING INST. q
1 AD-PR-7004
23
T
M
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO, IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR (XUANRTIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
E INSTALLED CENTER
SECTION OF ROOF
BY
'I" Revised
'Oct 25,2007
FEDERAL mANUFACFURED ROME -
CONSFRUCFION AND SAFEW STANDARDS
JACO BS EN HOMES
NOTICE
1HEZ SPECW.ADM AND W WNS AIn
Daaul movmuk", AID CYNBOFNIML
DRAWN BY; � DATE: REV. LETTDL
O.A. 10-24-07
DRA" WIlE
*011110
MARK" OF UCOM IMNLFAtllmwc
SITE INSTALLED PITCHED ROOF VENTS
P.O. BOX 368
DX: SIM wFL>aNs AM mowm TO DE
SAFETY HARBOR. FLORIDA 34595
PHONE (727) 726-1138
FVW RR MX RUM M IAW BE
IDM C016mB11m Am =u nmu omm
DRAWING NUMBDt
AD—PR-7005
24
i
6 9Z
90OL—Md—OV j'i
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KLI-9u UU) 3140"d
v *AM omwm
It 19m a/ SLa.1Y =m ml umm
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SW 108 '0'd rTAK
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F, STWA 39vinwR / i
ONID43A L4008
i
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A)
SITE INSTALLED CENT
,SECTION OF ROOF
SITE INSTALLED VENT
�- EXTEND REX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT
FAN. SOLAR TURF. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE WSTALLED
PLINBING VENT PPE
(EXTEND 3' ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAPS
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4- BD NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
PLUMBING VENT
ROOF FLASHING
Al�(SITE INSTALLED)
—VENT PIPE
(SITE INSTALLED)
(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
NOTE& t
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECWXADONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. BY
1 HOLE EXHAUST
BE RUNVIG. THROUGH EITHER A SOUARE OR ROUNDJUN
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPUCED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVEINC.
S. SECURE STE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITHAPPROVED GLUE.D HOME
ETY STANDARDS
NOTICE DRAWN BY: DAIS• REV. LEM.
JACOBSEN HOMES THDX%.PRDFKI UDDRA.RS.i✓( R.R. OT-23-04 —
aaalA4 MOPW[iMR, No tOfOpiML DRAWING nite
P.O. BOX 368 uA7[WAIS ? AVOW YIWiAC11XiNI'
N Ic a oI wIWMu Nt /WOrOm 70 R[ PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 31695 gppl fa 9iOK WIIAm NO 037 m GRATING MA6LR
` PHONE (727) 726-7738-KEPT ONI MWY AND WORT IRUI OTIOtS AD-PR-700T
26
151 FELT TO HAVE A 6' MN. OVERLAP
AND A MIN. 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLES TO ENDLAP SEAMS.
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNLIER VOLT OATH A 6' MUL
OVERLAP AND A MEN. 6' VLDTH OF ROOF CEMENT.
151 FELT ALSO CEMENTED VATH A 6' WIDTH AROUND
AIL PENETRATIONS]OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
� I
I I HTfID INSTALLED ROOF sWAMxc (rn•)l
I '!
M V WIDTH OF ROOF CEMENT THEN
OPTIONAL 151 FELT IS INSTALLED.
4
OPIIONpL UYFR OF f\ T
_ p
I E
` II ROOF 9INSTALLED
L ED �
TNIs Row a {1L E sLIwGLEs To �� FIELDD wsuutD AFTER
THE UNDERLAYMENT HAS SEEN INSTALLED.
THE LAST COURW!OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 67 FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY NSTAILED DEUUHC FOR UNDERLAYMENT OVER
LAP GE 6' MINIMUM.
I
TO To f1
To m �
r 'a• ssj I� a
n
FASTENING DETATli i NDTDZONE u
p"p (110 MPH)
ALL EXPOSURES
NOTES: v�rAn wEm au uM "rr""rw
I
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WiX NOTED.
Revised
2. FASTENING OF OPTIONAL 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED y� Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) h�-Eo I N C
Joa1 s den,
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ Eng I�e{:fiiQE iF10�E EOEggL WIIFGND p T STANDAPM
ONLY WEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
TEggmwmU6A1 mocsIE
atlLN0. PRWWAAt mu N Num.
7 ": ova
""" 10-24-07
DRA„ND TLRE
P.O. BOX 368
MATD6NS ESN JAZEEN MavACnwm
11C 91W MA10EN5 AM PRORED TO THESAFETY'
;i SITE wSTAUfD`SINGLE
AMID Ul4E%AYYFNT
A
HARBOR. FLORIDA 3095
Iscm Lai 9WE PAM AO INST H
GLNAWC NUMU3C
-
PHONE (813) 726-1138
uPI LXrmGICAL NO SWROT. GUM
I;
I pO—PR-7006
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING' FLANGE A7
ALL FASTENERS
TYPICAL SHINGLE ROOF
v
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105_ x I_ MINIMUM ROOFING NAILS
OR .113' X 1- MINIMUM NAILS MAY
OP71ONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING 70 ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA TITH ROOF-
ING MASTIC (TAR),
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE, SECURED To ROOF. ON 70P OF
UNDERLAYMENT. AND TOP OF RANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM RANGE
MAY BE COVER LOTH SHINGLE TABS
SECURED Y115H AN APPROVED CAULK).
SOLE BY
TUBESUPPLIED
SOLAR TUBE MAN.,
NOTES:
DAPIA APPRDVAL-
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1' X 16 GA.
A
ROVED BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
.090
sup
INC.
FIDE
AL MANUFACTURED HOME
CONS
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
N0T12. ARE
u0
ORAIMIer:
M.T.
DATE
02-04-04
REV. LETTER:
ONATNfi n1LE:
OmGk L PROl'TKNs
aNFIDs
HI�li111 PR6TSIAAA Nyo HxAroonw
P.O. Box J68
VATOOALS OF ,ALw�H MANUFACTURNG
NL SKM MAalNS AK PRme TO IN[
TYP. FLASHING INSTALLATION
—
SAFETY HARBOR. FLORIDA 34595
Howl FIR YWX FUWW •O HAT t
DRAMNG NLWBM
PHONE (813) 725-1138
IM COFnOITK NO WMI m ODIUM
AD-PR-7009
28
ADDENDUM
GENERAL NOTES / TIE-DOI NS
NOTES:
I. FRAME IE-DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. L
2 VERTICAL TIE -DOWNS ARE REQUIRED W ADDITION TO THE FRAME TIE-DOWMSi,
3, VERTICAL TIES WAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME DE -DOWNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. IWEN ANCHORS ARE NOT
INSTALLED AT THE ANCLE(S) SPECIFIED N THE TABIE(S), A STABILIZER PLATE; MUST BE:NSTALLb
N ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE %MIED BY OTHERS).
5 VERTICAL BE STRAPS WAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE SJRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS I
& ALL GROUND ANCHORS AND FRAME IIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS GROUND ANCHORS AND FRAME LIES ARE NOT TO EXTEND BEYOt1D THE EXTERIOR WALL OF
D0. UNIT. I {
ISTEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A WU. 0710.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
& DESIGN BASED ON 95 I/2• I -BEAN SPACING AND A MAXMMUM SIDEWALL HEIGHT OF 8'-D' (82' I, -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI-WDE UNITS W/ 9U• SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE GLOSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE MTN THE SPACING TABLES ANO 'NOIES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED" AROUND THE MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENCNEIR, ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED. 1.1
12. GROUND ANCIORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE ATLEAST I2• ABOVE 'THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER RATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SIDING 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 SPECIFICADCN D3593-91,
STANDARD SPEOFICA7ION FOR STRAPPING, FLAT SIM AND SEALS
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFELY FACTOR OR AN ULTIWATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES
16. A MAXIMUM OF TWO LONGITUDINAL TIE-DOPM STRAPS MAY EE INSTALLED AT A SINGLE GLOSS -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 ATTACMENT).
17. LONGITUDINAL TIE-DOWI STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO Ri CROSS -MEMO
TO WHICH N IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
1& ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER 10 THE APPROPRIATE TABLES FOR
THE REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOC(NG REQUIREMENTS. AWSLOCKAG DETAILS
CONTAINED WITIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES, FN41t EfRA 0.1t ' APPROVAL'
APPROVA
ISTEyF :Fy14� ROVED BY /�PA
THESE NOTES AND DETAILS ARE APPLICABLE Q N0.' O •.
FOR WIND ZONE IT AND/OR WIND ZONE III. THEY = r ENE8703571 AN 1 510
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = INC
AND EXPOSURE *D'. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH. TAJ�_,_ :_�,_...__
NO2YCE C.L.Y. iunrte 5_19-95 'cr. ¢uuc
JACOBSEN HOMES OTME RIMAL ECOPRIET B.ANDCDO TAIMIAL n
■ 09DMH. OF
AND WrACIL RAC DMMNc nnL A
P.O. R, FLORID,
m 110b AT MS AK PROWD TO TK 1D=GENERAL NOTES
we T wrzw.l9.p[ PApN[m m me DRAMS NUUBR
SAFETY HARBOR, RORIDA J�695 W c fa 9ROY %am x � ImI K ! AD—TD-0001
PHONE (BIJ) 726-11JB IQPf fDNWpDY uW YOtCI Rtpl OIIW2 11
29
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES S & 1
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
HIND ZONE II
WIND ZONE III
FLOOR
NR. OIY.
ANCHOR
Ma oft.
ANCHOR
WIDTH
EA END EF
ANGLE
EA END OF
ANGLE1�o
v
EA6 gctnN
WLa
EA SECTIONSECTIONW.N.R.
e
20'-0'
2
3 6'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50.
3
38'
26'-8"
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
BIND ZONE Q
4AONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPAONG
DEL HEAD
Loa
ANCHOR ANGLE
FLOM
WIDTH
EAVE
OVERHANG
26-0'
12'
8'-0*
31501
40'-50'
6'-8'
31501
40'-50'
24'-0'
12'
8'-0'
31501
40'-50'
6'-B'
31501
40'-50'
25-4'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
26'-8'
12'
8'-O'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
A�
MIN.
HIND ZONE II
WIND ZONE III
FLOOR
UK OTT.
ANGLE
LCL Y.O
ANCHOR
S^�
WIDTH
EA DO OF
AYCE
ID
EA 0C OF
ANOE
v
�
EA YCllfMl
YB
FA SECTION
46 0
2'-0'
2
5 0'
2
'
l0
i�
24'-0'
2
70'
3
50
SO'
254
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 11
WIND ZONE IR
WONG
Od. HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR M4lE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31501
40'-5T
24'-0'
12'
5-4'
3150rl
40'-50'
4'-0'
31501
49-50'
25-4'
12'
54
31501
40'-50'
4'-0'
31501
40'-50'
26'-8"
12'
54
31501
40'-50' ,,,,
HIR,1„ '-0'
31501
40'-50'
NOTES,
ENONEER Q I,
?•'LISTERF
DAPIA APPROVAL•
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTSo
'e4` N0. Fe SAPPROVED
BYE
2. SEE AD-1D-0011 FOR UA%lu8u PIER HEIGHTS REOWED FOR THE LOADS
= ENEB
TABHMTED ABOTC
-
= ..
�xm , 5 im
,90: OF �
N �
';'nFS;••., OIA�V\���
wsw�A o ��.xn� aoA
JACOBSEN HOMES
NOTICE
THESE SPEODDADONSAND DRANRNOSAM
ROi1MEN ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
m
P.O. BOA 360
MONAL PRR ..E . AND [FQIpfN/VE
MATTRIAIS DP Acom MANJEAcmuc
dG 91 MAIERAES ARE PROA[m 10 THE
DRAMHG RRC
NORM. SPACING TABLES
/,
SAFETY HARBOR. FLORIDA 34695
Xa f FN sx RFP85 A0 r N
/H`
DRAWING NUMBER:
PHONE (813) 726-1138
�T ORbwm A0 SEM R UIIERS
AD-TD-0010
30
ADDENDUM
5�
1a1
ALTERNATE TIE —DOWN SPACING TABLES 1
ZONE H & III/m. C t41G8
i
LONGITUDINAL TIE —DOWN SPACING TABLE
,
MR
MO ZOw9
NRD ZONE S
FUN
VOTH
1K V.
FA BD ff
Am
ANGLE
nE DTE
EL B0 ff
m m
ANGLE
EA nn
IUL B
EA SM
91. B
2S-V
2'
50
3
a
24W
2
5f%
3
40'
294
2;
ff
3
44'
2G-8'
3,
38'p
3
48'
94
1 3,1
1 M
4
41'
(SEE NOTE f4 FOR ANCHOR ANGLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
11K
ma
W ZONE II
! NID ZONE u
swo
IN
MOM ANGLE .
SPAM
e EL 1OVD
Lwa
m m Mf9E
MDTHH
OVER MC
2i-4•
125
51-4•
31501
40'-45
5-4'
31
35- r
24'-O`
12'
51-V
3150#
40'-45'
5-4'
31501
3540'
25-4•
12•
514
31501
40'-45'
I514
1 31501
35-40'
2C-91
11-
5-4•
3150j
40'-45•
II 5'-4•
31501
35-40'
30-11'
1r
5-4•
315oj
4G=45'
S-4•
31501
(SE NOTE /4 FOR ANMOR Al W)
i
°,��f,UFBB lisps?
°°a N C.
.�\ p E N
'm
iE
No 45484 m
O
so '.4t, e` 'REF. CALC.
jC-TD - 215.01- 215.20
NOTES:
Emmm AF4ROYAL•
DARA APPROVAL
1. SEE AD-TD-M FOR AMMMAL RGUNOM
APPROVED BY
1 SEE AlHD- f1.1 FOR MA17FY PER 1D1 M FEDI 0 FOR 111E !DADS
TABOIATFD ABM2009
P
3. TE-WM WO Ox M PACE AFFUMARE M DOM WES OILY.NI
� N �.
6 DIST BAN ANGLE ED ST W BE OIART AB01E CNOIOf BE AOIEYFD,
06TALlID AN APFSiOYFD SUBADFR RATE
i
FWF YAx1fAC116ED WN
CDKSTF� xAim scan sTumxxxs
JACOBSEN HOMES
IIX 9TMn'V=lM MUM AM
WM B1: 9-T
'Am. 06-04-M
FEL L rme
DRAI�Io "ALTERNATE SPACING TABLES
P.O. Box 368
I
MA°1N8 Or MCCO M MWAO M0
SAFETY FIARBORFL(xODA 3V695
PHOIE (813) 726-1136
W.sm wmwS AM: F== TO RM
WERFORSADMOMMDMMM
®f DSW1IW MO 2w mcm amm
MAIM UM �
AD-TD-001Q1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
EpAIs
ig
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR JUMATE TIE-DDIN IQ,MD
FIGURE 1.1
SEE FIGURE SO FOR WERNATE MDOIEE VW.A......-
1. SEE AD-TD-0010 FOR sPAaNG TABLES �'Q�.�G�STEgFoFiL
2 SEE AD-TD-OOIO FOR QUANOY OF LONGITURAL RE-DOMI STRAPS REMRM Q No.
3. SEE OTHER DEHALS FOR BLOW (PIER) QUANTITY AND OTHER REOURE MTS. ENE8703571
4. SEE AD-TD-OMI FOR NIDIDORIL REatO:NOM -
5. ZONE 2/DPOSURE V: 66' NAXGRIN HIEIOHIT 'd STT}/edTr
ZONE 2/EIPOSURE V' W NAXWUN N3GHT'..7X 7 Q'.• C
ZME 3/bPOSURE V' 10' NAXLNN HEIGHT �.� .<` ��,•YYYp�.,. G\
ZONE 3/DPOSTIRE V. 36' NA)MUN HHEEWT ���i �sS/Ilu �T• F•�.��
SEE NOTE 5 FOR
ukm H B
:im
"" 1.1 mi
INC
NOMCE-
JACOBSEN HOMES THTSE ,IEC uTas AM DUUM AM C.L.Y. 3-27-95
C9(i11AL. PROPNETMy. AID LIiiDB m DRAWING TITLE-
P.O. UATUMS OF AAfOM YMArACT"G FIGURES 1.0 AND 1.1
P.0. BOX 36 I NG M NATUM S ARC PROW D TO TIE
SAFETY FLORIDA6-38 � G�� P� � � DRAWx+c Huueac AD—TD-0011
1.
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SDE ELEMON
SHOWING TIE -DOWN SPACINGS j
t•�. � .v�•��.•-Limey. -a +��:'� .�� �..�• .�.y� �•
A
11
�I
Y41111�41 I Him!�z
fe-
7mymWAM
PE-mi 1:MSPAM
YAE . IHi AD-T6-Wi61 TABIE FE /STD-01161 TABLE PUT IDID-00111 TAKE PER AD0.TD•WI41 WE PER AD-7D-00141.tAAiE BAY
a
FIGURE 1.0
,`e,66BBFBBBB/BBee,
OFF ee4
DEIV
m� -
� Sv P70 4�•::;,1
TYPICAL CROSS SECTION°°��FS� e p s v�2�.`•
SHOWING TIEDOWNS • 11� 5mm TTP,Mm& I BBIR p f� A�
am
W BD1E s w
BAWIIIIeaa
I
I
I
1--AN0gt ARaE (SFE IEII A) ANCHOR
FIGURE 1.1 p
(WIGN MSM OR 151/Y F-WH W= AM eB' SWAM)
MOM
ENRA®R APPROAPPROVALli s
DAPIA APPROVAL
t SF AD-TD-WOLI FOR SPACM TABLES
I�
APPROVED BY
2. SEE AD-ID-WO.1 FOR OUAHRY OF LONORWUL TIE-MM STRAPS RECN=
I
11
16.2009
1 SEE ODOR DETAILS FOR SI.OFAONS (PDA) WANRIY AND OTHER P=RELENR
INC.
4. SEE AD-TD-0001 FOR ADDSDONAL REOUODOM
5. ZONE 2/EIP091RE W: 67' WORN HEIGHT
ttotauswos
mxsswinmxun ssarcssAxoums
ZONE 3AWg1511RE'C: 56' BAUM HERMIT
j
ro• CALM
6. VM ANCHOR ANCE 9011 ON AD-ID-0010.1 G16TOr BE A06EYFD,
E
DWALL AN APPROVED STAMM PULE
I �
GT0. 215.01 - 215.20
JACOBSEN HOMES
MAIM F
DATE 06-04-09
�T LETTER;
DRAWN TCIE ^
I FlGURES 1.0 AND 1.1
ORmIAL• PR�TAAY, A1D faDmEROAL
°F °00�"Ae
P.O. BON 366
SAFETY HARBOR, FLORDA26-11 346115
PHONE (813) 726-1138
Aa: R a OR RM AEOW W to nc
ESBB fU 9E60 Rim RD YBf E
NFFf tONOBRAAt Rm 4C7[f RIOY 0066
dGWND NUYBER
AD-jD-0011.1
00
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
LONGITUDINAL TIE -DOWN SPACING TABLE
LAIN,
1NND ZONE II
HIND ZONE III
�1
FLOOR
UK OTY.
ANCHOR
UK on.
ANON
WDTM
EEND OF
ANGLE
EA
ANGLE
O U1�•
FA ScC11CN
YIN. B
FA SEC
gC1NO W
YVL B
12'-0
2
43'
2
'
�t]4
1�
13'-4'
2
50'
2
68
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE 0
HIND ZONE III
�AONG
DLL LEAD
Loa
ANCHOR ANGLE
SPADNG
� HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
OVERHANG
12'-0'
6'
8'-0'
31501
40'-50'
61-8'
3150#
40'-50'
13'-4'
6'
6-0'
31501
4D'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
HIND ZONE II
HIND ZONE III
FLOOR
UK OFF.
ANCHOR
OFT.
ANCHOR
HiDTN
EA SEO
ARCS
A. E OR
EA. END
ANGLE
SEEM
EA SEEMC110Y
Ya
EA SECTOR
UK e
12'-0'
2
6 4'
3
4 7'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE R
HIND ZONE 01
SPACING
DR. READ
LOAD
ANCHOR ANGLE
SPACING
DEL HFAO
LOAD
ANCHOR ANGLE
FLOOR
EAVE
OVERHANG
6'
6-4'
31501
40'-45'
4'-0'
3150;
40'-50'
6'
5-4'
31501
40'-50'
4'-O'
31501
40'-50'
NOTES,
ENGIM-1I(R D "A,''',
OAPIA APPROVAL
1. SEE AD-TD-ODOI FOR ADDITIONAL REOOWELEHii
i
�O?Q ; No Oo0�2 '
APPROVED BYp
I SEE AD-M-0013 FOR UAI0uUl1 PIER HENNTS REOITWED FOR THE LOADS
��`
T • 5 IR
TABUUTED ABOVL
ENE8703571
.UN
3. UAX EAVE OVERHANG REFERS TO OVERHANG AT 9DENALL NOT FRONT OR FEAR
'
INC
4. ABOVE TABLES APPLY TO 16C FLOOR OR 144- FLOOR MOTHS NTH 95 1/2'
STAT'= :'
y9�: (�- . 4.a
�'
'ii��fCf••�DIAN.•'�\�,���
naa.w.nuo,o[
4osuaaNORNmnwwA9
I -BEAU SPACING. 96' UMUUM SIDEWALL HEIGHT AND 6' UAUI/UU SIDE
OVERHANG O1MWiG UAX EACH SIDE OF UND}
.f`''•
.
(6'
JACOBSEN HOMES
NOTICE AUMYIa
mm srtOHGH M9ITRRMNR A E
uu�p' C.L.Y.
DAIS -
5-30-95
REV. LETTER
P:O. BOX 368
CNONAL PROPAITARY. AND COMBO TK
YATMALS OF JAMBSEM MHARACIMNG
m e uATDrxs ARE PRBMOOD TO THE
DRAWING TITLE:
NORM. SPACING TABLES
SAFETY HARBOR` FLORIDA 34695
726-1138
KE rm 91cm Htanvs w W 1 U
UP T CUFDOIPAND MOU
DRAWING NUMBmER
PHONE (863
RCY A 0118f6
pD-TD-0012
34
ADDENDUM
TIE -DOWN SYSTEM; ,f
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
ta+muoNnmix
11E-DGYIIS
II-DDAS
24•
TE-00IN SPA@IG
TIE-DONN SPAMG
TE-ODW TAODIG
TE-DDIN SPA
1-1)0110 SPA[HG
LAX PM AD•ID--012 TALE RR NFID-WW2 TALE PER NMTD-0712 7MM PER AD-TO-0012 TAM PFR Z-TD-0012 TARE I&M
f
, L
FIGURE 1.2
" SEE HODRR PO FOR ALIMTE 72-DOU IMHOD '
I
i
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TIP. ROCIE STSOY i
i I
s¢ xD¢ s EIN
pAUEAI HELM
i
- A18E flIGE
FIGURE 1.3
SU M M03 7.0 MR 9MRRA761D3-DO1M XMD
NOTES: ENG15%`(�1 omiflAA�„
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES �J````�` ......... �O'''''�i
2. SEE AD-TD-0012 FOR OOAIM (IF LONGIUGAL TIE -DOWN STRAPS REQIFED. �O: •�G�47'EgF (C2 ��
3. SEE OTHER DUALS FOR BLOODIM. (HER) QIANIITY AND OTHER RE011FELCDM Z Q` NG. O S
4. SEE AD-RT-0001 FOR ADDITIONAL REQ FUENTS EN 870357
_
5. ZONE 2/EXPOAIRE •t: 30• NAXDAIY HEIGHT -
ZONE 2/0POS11RE'0': 48• MUM HEIGHT A •" OF C
ZONE 3/t]P03T01E 'C: 2B• YAXIIRIY HEIGHT 9 :• �Q1�� . !yam C
ZONE 3/EIPOSIIRE YT': 60' MAX IM9 HEIGHT ,iO�lr • � �A(�1P' ��`��
DAPIA APPROVAL'
APPROVED BY
JAN I i
IN AINC
�+�'au°waravq
L
aJACOBSEN HOMES
-
P.O. BOX 3B8
SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-1138
NOT2C@ �Ai.J,,. N L
THESE S2E6TGTDTSADcawmimi
dOGTA. 1RWRETNH. AM CIV* I1
WM � PRO100o
ROWW FOR SIM RW= oD Y6T R
IV T w#wm4L No MIXT r m am&
�` DATE:
TI"` C.LY. 5-19-95
DRAWING DTLL•
i� FIGURES* 1.2 AND 1.3
REV. LEITER
A
/
/!-�T
DRAN'NG NWOR I
� ; AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
OWN
'Ails
..—
FIGURE
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
,,,,t111T1, T,, `,,,,
E`A OWL•.• /ice DAPIA APPROVAL'
NOTES: p ••G�STFR •• cry
1. SEE AD-TD-0010 FOR SPACING TABLES �:'F� No. Fo'•• AFPROVED BYE
7. SEE AD-TO-0010 FOR MAIOTY or LMCITUDIAL TIE-DOWI STRAPS REQUIRED. _ ENEa703571 _ 1 5
1 SEE OTHER DETAILS FOR FAOOONG (FIFA) QUANTITY AND OTHER REQAREEENTS
4. SEE AD-10-0001 FOR ADDI MAL REWMEHM 1 N LNG
�',TF./^,p PNY'���lA"� RCfAIYYI✓IL1U®NiE
W31R.CfO1MOU1S1f:P14'�
%.sS�O:'Al fit,
JACOBSEN HOMES raSE NOTICE C.L.Y. 5-19-95 -
SPED 11015 ANO DUA5 AM
WMAL PROFRSTARY. Alm O OEXTUL DRAA'NG TITER
P.O. BOA 368 NATMALS OF JACOBSEN NNARACT"O FIGURE 2.0
OK W N VkXP lS APt PRORM TO TNC
SAFETY HARBOR. HONE (B13) 726 1138 695 OOTo1W� P 00�u0rs� DRAWNG NUMBER: AD-TD-0014
it)
ADDENDUM
ALTERNATE TIE-DOM S,YSTEM)(S)
ALTERNATE LONGITUDINAL TIE-DOM, INSTALLATION hIETE
ME-DOM STRAP
SEC OTHER DETAILS
FOR TIE-oom sTRAP
SPECIFICATIONS
SOLID HEADER (CROmEYEER)
SIDE VIM
SIDE VIEW OF MAIN FAAME
i
h
APPROVED ANCHOR WADED TO
MAIN I -BEAM (SM OTHER DETAS
SEE AO-M-0200 FOR
RADAIS CUP OETALS
(REQUIRED INS LOCATION)
GROLTND ANONYL
FOR'WELDING) i0 BE INSTALLED
AT RILE" FACTORY.
(RAH. 31501 HCWNC (D3- ZN] LOAD
AN 47251 LILT►ATE LOAD.)
SEE OTHER DETAILS FOR SIM
MOLE AND OTHER INSTALLATION NOTES _
SEE AD-TD-0200 FOR
RADIUS CLP DETALS
(REQUIED THIS LOCADON)L
FIG URE 2.1
FRONT VIEW cur
—FOR
SEE AD-M-C200 FOR
RADIUS aP METALS
(REa.7SD, THIS LOCATION).
5F�--�
C
TIE-OOM STRAP
r`
SEE OTHER DETAILS
FOR TE-DOWN STRAP
C^
SPECIFICATIONS
GROUND ANMA" 1
SEE OTHER DETAILS FOR SIZE.
ANOE AND OTHER DSTALIAM)N NC—.,S.
)
.MUST BE LOCAIEO
WTHIA 5' OF MAIN
CRASS ;-BEALL
—'' �7 �. e
FIGURE 2.2
NOTES•
tlR APPROVAL 1•IR.
�
DAPA A- ROYAL
1. SEE AD-TD-0010 FOR SPACING TABLES
:'•
- - -
2 SEE AD-111-0010 FOR OVANTY Or LOROTUODL ME -DOWN STRAFS BEOJAED.
" , S
.O : vTA7c1 �..._
:
1 SEE OTHER DEfAIlS FOR BLOCKING (PER) C1AN11TY AM OTHER RCOUREMENIS
War
A. SEE AD-M-0001 FOR ADDITCRAL RECIAM ITS.
i
i .+NAU
ANCHOR BRACKET AND TE-ODMH
DLVTCES ARE GAMIER BY OR£RS
JACOBSEN HOMES
-.MS r:
M3 zoLrslcAxDMs Aq rAA1vA:5 ALE
CRASH BY.
C.L.Y.
OA¢.
6-13-55
REV. LETTER
O HALE PAL MA". AN5 COMORII'
VAMMS Or AMCOBSON WN"AC=X3
DRAI" TITLE: �
FIGURES 2.1 & 2.2
—urn P.O. Box 368
SAFETY HARBOR. FLORIDA 34695
HC stoR YARD1VAs AH FA9wro TD x
�M Fa n=fwrm w WIT L
OBAVM N VISM yy
PROVE (WILT) 726-1136
w,calOdrAtAAlsearRNW eLAMs
II k
AO—TD-0015
37
LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAM
CATOR BEAM CIAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
/ COMPLETE INSTALLATION DETAILS).
TYPICAL LONGITUDINAL ANCHOR STRAP
(NELD INSTALLED)
NOTES: DAPIA APPROVAL
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/4' HIDE'
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL jum $ s .20
ENGINEER OR ARCHITECT AS CONFORMING %TN ASTM STANDARD SPECIFICATION 71r,
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT 57EEL AND SEALS. INC
CON RLICIION AND sarY6TANDAADS
NOTICE DRAWN BY: DATE: REV. LE:
�. y � ��• y'JACOBSEN HOMES mEsE mmnunas AND DPAwwls ARE M.T. 6-12-01 TTER
awm UATERKPBwBffrART, AND WAIDOI�11A1 oRAN9tic nnE:
P.O. BOX 368` Im WCl5 OF ACD83N YAmm 10 EME
u¢ s9a uAlBwus Rat Pao9Pm to tNt LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR, FLORIDA 34695' mCIRMT RR Swx Pmm m um mf BE DRAWNG NUMEN:
PHONE (727) 726-1138 NEY1 C091DORYL Alm 9L02r m09 Onmts - AD-TD-0016.
38
ADDENDUM
OFFSET
UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D 3 T
LONGITUDINAL TIE —DOWN SPACING TABLE
n
MIN.
WIND ZONE III
WIND ZONE 01
FLOOR
MIN. T.O
AJku
E
Aom
�C
WIDTH
D
Ek � ff
Ax
EA SEC ff
L D O
RM
ARM
10
El-5Ef110N
- M7L B
EA SECTION
Im1 B
10'-0•
.2
44'
2
56'
12'-0*
!' 2
51'
3
42'
13'-4'
3
38'
3
50'
VERTICAL TIE —DOWN
•/ FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
MIND ZONE 0
( WIND ZONE III
SPAMG
DL HEAD
LOAD
Avant ARDE
SPAM
W_ HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-6'
12"
4'-0'
31501
40-50'
4'-0'
31501
40'-50'
12"
4'-0'
30001
40'-50'
4'-0'
31501
49-W
12'
5-3'
31501
47-50'
4' 0'
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
E
A
ME
u
WIDTH
EILEmD OF
AXLE
LE D O
ANU
a gcloN
ae
u SECnav
Lmt. e
2
'64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
13
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING -TABLE
M
MIN.
MAX
MIND ZONE B
WIND ZONE III
SPAONC
DEL HEAD
LOAD
ANCHOR ANOE
1
SPACING
I I
HEAD
LOAD
ANCHOR
ANCHORANDS
FLOOR
MOTH
EAVE
OVERHANG
10'-0'
12'
4'-0•
31501
40'-50'
2'-B' S
31501
40'-50'
12'-D'
12•
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
IT-4'
12'
4'-0'
3065:
40'-50'
Y-8'
30001
40'-50'
NOTES:
Eu10: '� C°AbpF A
ifA?5V TD BY
I. OFFSET SECTION WITH THE MARRIAGE LINE WALL WENDING
BEYOND THE ENDWALL OF ,y-O� • ('j\ST �Aj ?CL i
REVISED
THE ADJACENT
SECTION MIST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE �: •Q� . QO %S
MTH THE TABLES
-..
ABOVE.'THE SIDEWATE SIDE AND THE ADJACENT SECDON(S) ARE Tcdih• -- G
SEP 0 9 Is
BE TIED DOMI IN ACCORDANCE MTH THE NORMAL SPACING
AOPDONAL
TABLES (AD-ID-DO1D).
INC.
2. SEE AD-M-OMI FOR REQUIREMENTS
'v7'. V..//y,�
HOME
3. SEE AD-M-0021 FOR MAXIMUM PIER NMI REQUIRED FOR THE LOADS TABULATED p���L`•'• ���tj l�AhT,: FED
�i�FAf`s •• CO
RAl MANUFACTURED
STRUCTION AND SAFETY STAND
ABOVE,
�GA`,��
HOMES
NOTICE 4111)A
msE 9KOM TIORS M MWNOS ARE
I 4\n R.R.
DATE 8-27-96
REV. SETTER:
ml'JACOBSEN
P.O. BOX 368
MWA. PROPFITW. AND OQXTODITMI.
""TUMS OF Jv: %A MANAACP C
DRAWING ➢TEE:
OFFSET SPACING TABLES
SAFETY HARBOR. FLOMDA 34695
PHONE (813) 726-1138
RLpT fa 9SOC FJVM A Iw518
mAn[A
MT Aw 9:F'CT m OTNQi
OP"KING "Ui0°t
E AD-TD-0020
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
III
III
=I/ilk=
—
/1m
aFps 9i=
=III
_MN_
=lpr�E��=
-111
e�
E :',E�
�e�
�
�
!L;
' 1
FIGURE 3.0
SEE FIGURE 4.0 FOR AL1 ITE T —UGHN METHOD
TYP. CROSS SECTIDN(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR 1
HL11381Y baTT
FIGURE 3.1
SEE FIGURE &0 FOR AI.TB ITE Ill—DOW MEFNOD
[TABLES ON AD-lD W=1M AMY
TO THESE SOWAW MULTI-IDE SECIOS
OF THE IBDI -SEE NOTE 1. AD -ID -0OM1
1TP. ROOD smS
TIP.
FIGURE 3.2
111SQ A MNATE TIE—DDWH METHOD
NOTES:
ON ` O �iDAPIA APPROVAL'
1. SEE AD-1D-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). .��; •�GTSTEq '�.� APPROVED BYE
2. SEE AD-M-0020 FOR OUANITY OF LONdMYAL TIE -DON STRAPS REOUIRED. �` Q No. O
(OFFSET SECTION ONLY) r ENE8703571 ': c
.1 .SEE DIM DETAOS FOR BIAGONG (PIER) WHIM AND 01HER-REOUIFISO i NIP
4w U a
4. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS. 9 :. INC5. ZONE 2/EVOSURE'C': 44• MAXDHUM HEIGHT O�,•• / `�. w `sr u�,o[ F
ZONE 2/EXPOSURE •D•: 24• MAXIMUM HEIGHT (32' 0 24' WIDE YIN.)ZONE
�ii �' '• �� .•'•G ` sNtlYipOy�p
ZONE J/FFXPOSURE by 32' MAX0I1111 HEIGHT (44' 0 24' WEE 110L)-
JACOBSEN HOMES »�SPE��AMORAIIASARE ORAhN BY: C.L.Y. DATE: 5-11-95 LETTER
ONOINAL PROPWETARY. AND a1RmENnAt DRAWING WILL n
P.O. BOX 368 W�a OF JA�N ,ACU°',, G FIG. 3.0, 3.1 & 3.2 H\
SAFETY HARBOR. FLORIDA 34695 RECPOR Fm s[meR AIO M1 BE DRAWING NUMBER:
PHONE (013) 726-1138 w, cwmnk Am SUM rRa mom AD-TD-0021
40
ADDENDUM j
!
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
!
TYPICAL SIDE ELEVATION (W/ OFFSET SECTICN) r
SNOWING TIE-DO164 SPAONGS
FIGURE 4.0
S
!
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES,
%L(c. �7jA34ROVW(� ',i,
•;�G\S7Eg �FZ.y
DAPIA APPROVAL'1. BY
SEE AD-TD-0020 FOR SPACYi TA91E5 (OFFSET SECTION CNL4
)�:
Q o''•
No.
APPROVED
a sE Ao-rO-0020 FOR DDAwn of LwmuwAL TIE-DOYN STRAPSREaArEn. =
SECTION
c
NE870357I! !: : =
5
(OFFSET ONLY) =
-
1
TA
3. SEE ORO OETALS FOR MOM-r'G (PIER) OUANTITT AND OTIOR REOWrtIOlNTi =_
{. AD-ID-0001 FOR REOUIREYFNTS
•
T r.
II (�
C
SSE ADOTO:AL
Q
r ,i+ 'E4
0�
.
o,�, • �,�crAN� . �`" ,,
IGURY4IE 1m
' E0011,i1A1•NYIOIIRR'VO
JACOBSEN HOMES
NOTICE` ••
mmsmarumsma=n
DFuem BTI
E.L.Y.
?AIE:
5-11-95
tEY. IETIDt
rnmri
P.O.
AMA
oMOWAL PAOPREWT, A10 COPCONLL
YA1F10A1S or JACOM MANWACR ONC
WAVAXG TITLE-
FIG. 4.0
„
ARA .R. FLORIDAM:
SAFETY XA.?}i, ORISA695
yq YAMMS MS PAO`m ID M
Rogf Eoi 91VC MON.0= IE
11
ppA�HUYg(R
PHONE (513) 726-1136
1®f cmfm IY w son F ODQ6
�!
AO-TD-0022
41
4
g�,q� ADDENDUM
C�ogS
SPACING TABLES O
P� ALTERNATEZONEIII
�oOpl
&EIII/EXP. C &D
LONGITUDINAL TIE -DOWN SPACING TABLE
j
MIN
RIND ZONE II
WIND ZONE 81
FLOOR
IM. Ott.
NEDIOR
DDL OIY. ANOIOR
RIDTH
U ENO OF
EA OF ANGLE
�t\{��
V�
O� >-
U 3flIfIN
INOE
LmE. B
9
U SFLigR ROL B
20'-'
2
36'
2 '
24'-O'
2
46'
2 60'
60
�t]4
25'-4'
2
50'
2 6J'
26'-B'
2
55'
3 30.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAIL
WAND ZONE B
WND ZONE N
SPABIG
De
' WA
ANMO7 ANGE
SPAONL
D AD AN010R ANESE
tOAD
FLOOR
EAVE
YADTH
OVERHANG
LOAD
20'-O'
12'
4'-0'
36701
20'
4'-0'
39001 20'
24'-0'
12"
4'-0'
37001
20'
4'-0'
3950/ 20'
254
12'
6'-8.
40001
15'
4'-0'
39501 22'
26'-B'
12'
6'-8'
39501
28'
4'-0'
39508 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WAND ZONE II
WIND ZONE II
FLOOR
DBLDtt
ANOOR
uw Olt
ANOIOt
R1D1H
� gcl�
� e
u srnatt+
1mL e
�tlg,
v
P0'-0•
2
50,
N/A
I N/A
24'-0'
2
70'
N/A
N/A
�j
��0
254
3
42' 1
N/A
N/A
26'-8'
N/A
N/A I
N/A
I N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAK
YAND ZONE II
WIND ZONE I➢
SPAONG
DO' WA
A4010R AKE
SPAO.RG
ffA
�
ANOM ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
!
20'-0'
12'
4'-0'
40DOI
20'
N/A
N/A
I .,N/A.
24'-0'
12'
4'-0'
40DOI
24'
N/A
N/A
I N/A
254
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12"
4'-0'
40DOI
2T.,,,,,,II
, N/A
N/A I
N/A
NOTES,
CNO`,V! Aff9g.LpOFOA/,,A
DAPIA APPROVAL'
1. SEE AD-111-0001 FOR ADDITIONAL REWOtELENIi
�` O • G\STE.q'•.
2 s EA 70-DO11 FOR MAXIAW PIER HEIGHT REWIRED FOR TK LOADS TABULATEDENE8?03571
1 20 WDES -82• MA10W11 [-BEAU SPAONG ONLY.
—"' ✓ ,. _
- 1
/. /• 4ALn118 NSEi TO ANaoR HEADS (SEE Ao-1D-003q.
�� C;•., �iJ : •r `,
JACOBSEN HOMES
N077CE 1a Will
RQ..l Tonc.&..I&
SL Sf
AFAhn
C.CY.
DAIS:
6-13-95
REV. LETTER:
DRA60EG ME:
ALT. SPACING TABLES
m.o"L PAoplimmL Alm amom m
PATERKS OF UCOB UVll tACWm
' P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
we w IIARMN.s ARE 1`90 ) TO na
Mallon rcR mm H.V093 Ra "I K
DRAN9lG NURBER
AD—TD-0030
L
PHONE.(813) 726-1138
MPt C . nq Alm SEW M- 0n
42
�oRS ADDENDUM
000 Pic ALTERNATE. TIE —DOWN SYSTEM(s)
a
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
'I I
I'
)
SEE NOTE 4 FOR MAXIMUM 1¢tOHf
FIGURE 5.0
Fes— SBe FICURd 1I FOR REDOWIE1DED TIE-DO114 1111111011
I
IMPORTANT NOTICE:
f
)
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TICS TIE -DOWN CONFIGUMT10N l STVIE CR67 PRODUCES UODFL 5M (TO 21 AUGER ANM 11111111 DESIGN (DAP ("MC LOAD) RAT(RG OF
4,000 POUNDS AND AN UUME LOAD RATING OF 6,000 POUNDS UUSI BE WELL AN EQUR7IANT AN= M7DD TIN ABOVE SPECIFICATIONS Mm BY
AN0INTR MANUFACTURER MAY BE USED N LIEU OF THE SIDS CREST PRODUCES AMU
• T
NOTES:
I. SEE AD-TD-0001 FOR ADNDON M. REGUNEYENTS.
2. SEE OTHER DETAES FOR BL000G (PIER) OUAIRIY AND OTHER REOUIREIEHTS
3. FOR FIGURE 5.0 SEE ALTTRNATE LE -DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 21EVOSIJRE'C: 3C NAXCY.'JY HEIGHT
ZONE 2/DOOSURE V': 2r uAOU'Ju HEIGHT
ZONE 3/EXPOSURE 'C': 30' YAX11rJu HEIGHT
ZONE ]/EXPOSURE V: THIS APP'JCATION 15 NOT APPUFABLE.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE-DOW YEDIEDS SfbeN A80K ARE ACTABLE MR Ug N
ALL Ig7D ZM AND N RIM DP09RR Y AND EIOOSUAE TF. HONEI4R, BY
INSTALLING THE FRAME TIE-DOW SIRAPS AT DE'OUIBOW I -BEAM THE MAX
NEW OFF THE CRC UD 5 GREATLY REDUCED. SE ODER DETAOS FOR TFE
RECOIOETIDLD IETHOOS FOR INSTAllB FRAIE X-DOANS.
NOTICE: Ili,
'THESE srmncAyan AHO1 DRAW= AIR
an COWWRAL YO sm HWI ODM
No, ``o'er r
370 T 1
, � J.1.1 �.4e �J r 1 ,
C
I 1pC?, �,�� ��• f
FIG. 5.0
°AD-TD-0031
.43
015CT
v,01�a10 t ADDENDUM
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES Sty & 6
w 6
ZONE II & III/E%P. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
r'
Nell.
WIND ZONE II
WIND ZONE III
^�
FLOOR
YN OTY.
ANCHOR
wE CITY.
ANCHOR
S �1L`
DTM
EA C 6
ANGLEEA.
Elm GEANGLE
�t v
EAIc twx
UPI..a
EA SECTION
WIN.e
20'-D'
N/A
N/A
24'-0'
2
47
2
1 53'
�O
25-4'
2
45'
2
58'
26'-B'
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE U
WIND ZONE 11
SPACING
DB. HEAD
Loa
ANCHOR ANGLE
�ADNG
ffi- HEAD
Loa
ANCHOR ANDS
FLOOR
WIDTH
EAVE
OVERHANG
2V-O'
12'
N/A
I N/A
N/A
N/A
N/A
N/A
24'4
12'
4'-O'
1 40001
20'-30'
4'-0'
40001
20`-30'
25'-4'
12'
4'-0'
40D01
20'-30'
4'-0'
40001
20'-30'
25'-8'
12'
4'4
40001
21F-30'
.4'-0'
40001
2Y-30'
LONGITUDINAL TIE —DOWN SPACING TABLE
t�
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
wE NTO
ANCHOR
YN. Ott
/NEIOR
S
W1DTH
EA OF
ANGLE
EA EMI DE
Ax(iF
�<
U
�0
EA SECTION
EmE a
Es gcrox
wE B
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'-4'
2
66'
3
48'
26'-B'
3
41'
3
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE N
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAmIG
DEL HEAD
toa
ANCHOR ANGLE
SPACING
HEAD
AD
Loa
AxDIaR ANGLE
264
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12•
S-8'
40001
10'-30'
2'4•
40001
20'-30'
25-4' .
12'
4'-0'
40001
ZS*-30'
S-2'
40001
15=30'
26'-8'
12'
4'-0'
4DO01
25-30'
S-2'
4GDG1
25'-30'
NOTES:
ENONEER`K C TI� IfII,
DAgA APPROVAL
I. OFFSET SECTION MIN THE MARRIAGE LINE WALL EIMMNG BEYOND THE FNDWALL OF
�,.���N.•••••••. ���,,
O •
';
PPROVED BY
THE ADJACENT MCDON MUST BE RED DOWN AT THE MARRI'll UK N ACCORDANCE
�� : Eq .4`
,: FQ'?��_
WITH THE TARES ABOVE THE SJDEWAIL SUE AND THE ADJACENT MCTION(5) ARE TO
BE TIED DOWN N ACCORDANCE MIH THE ALT. SPACING TABLES (AD-10-0070).
R, No.
_ E r817 -�
.1UN T 4 1�
NIP
INC
7. SEE AD-ID-ODDI FOR ADOMMAL REOUIUDITS
' �'•. STq .�
It'. =•• ;�. ��xtn'�'An�axv
. a SHE AD-TD-oam FOR MAYBRUM PER H MT REQUIRED FOR THE LOADS TABI"TCO
ABOVE.
`�
: O.•. 2�� .SPA :�
JACOBSEN HOMES
N(InM SOT U�'Art
THSPEDTMSAMDRArR3'%AE�:
ESE
,(p`
• HALE" C.LY.
DATE:
5-30-95
REV. FETTER
IRANNG TITLE' ALT. SPACING TABLES
-
P.O. BOX 368
MMUL PRCPRETAAY• AID onacENTM1
WT�S OF JACDBSEN MNAIACWAtaG
LLLJJ
PHONE (Bwra SAFETY �) FLORIDA
MG SM NATFWAS ARE flARY� NI M
DF�9'E PAIMW R�
DRAWING NUMBER: AD-TD-0032
44
R
ADDENDUM
IITERNATE TIE -DOWN SYSTEM
M
1
u
1*7
p.Ipl N-,OE 4[106 k
TYP. CROSS SECT10N(S) Ao- D SHOWINGDE)OWNS m� TIP,
SEE NOEm s GHOR
T
� I
I I
1--7
ME
EOA �7 �N�AMME 'i NgIN WaE�
FIGURE 6.0 FIGURE 6.11
SEE MUM 31 MR RECOMMENDED TIE -DOWN METHOD 51I FIGURE 12 ➢OR�RzoammiDm YIB-DOiN END
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND, ANCHORS
THEM USING THIS 11E-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21, AUGER ANCHOR,IOB A.DESIGN (ODD iOREDIG Wa) RILING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF BADE) POUNDS MUSE BE USm. AN Eq=JM A9CBOR MEETDIG THE ABOVE; A11016 MADE BY
ANOTHER YATNFAC111R0t MAY BE USm DI IILU OF THE SFRE CREST PRODUCTS ANCHOR
NOTES,
1. SEE 7D-111-0001 FOR ADOFIONk REOUWEOENIS.
2. SEE OTHER DETAILS FOR E1000HG (PETER) OOANTITT AND OTHER REDLAREEENIS
I FOR FORE 60 SEE OFFSET IAMT TIE-DOYN SPACING TIRES (AD-TD-0020)
4. FOR FNURE 41 SEE NORMAL ME-DONH SPACING TABLES (AD-M-OOIO).
(ALSO SEE AD-TD-0020 AND AD-TD-DOH)
S. ZONE 2/OPOSURE'C: 3Y MA7MYW HEIGHT
ZONE 2/E)POSURE V. 24• YAIIDM HEIGHT
ZONE 3/CIPOW 'C: 24• MAXIMUM NEWT
ZONE 3/EXPOSURE V. 267 MAXW9 HEIGHT
THE ALTERNATE 7E-DOW METHODS SHOWN? ABODE ARE ACCEPTABLE FOR 115E N
ALL WID ZONES AND N BOTH EIPOSIM 'O AND EXPOSURE V. HDAETER. BY
INSTALLING THE FRARE TIE-00104 SIRMS AT THE'DJMAFV I -BEAM THE MAX
HEIGHT OFF X 004 5 GREATLY REdHCED.I SEE OTHER DETAILS FOR THE
RECOMMENDED MUM FOR NSTAIING FRAME TE-DOINA
O? STE
No.
im 1 5
INC
JACOBSEN HOMES TIE44CQIGH7IDM�S40HMAFW6'AZ 1 '°% C.LY. DArz 5-30-95
CMUL PM--'- AID mlrml7ML ORAANG 111TE• �
WTRA S OF UCOM M/HfACllAO
P.O. BOA 368 NQ RK H MA7uWS Aa IRp,mHD To THE, FIG. 6.0 k 6.1
SAFETY HARBOR FLORIDA 34695E FfISDII F(la r mC NaOMO MIST FE
Opp
1)NAMNG HWBER
PHONE (813) 726-1138 IFP1cmmT14NO4IfETi1OI.on, i IAD-TD-0033
45' t
ADDENDUM
oRS R�q�
OWNI SPACING
ALTERNATEZONE I C&D TABLES S�3
tt
& .
/
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
WND ZONE II
WIND ZONE III
nG
a
WK Dn
AA�RaDaEa
FLOOR
AERD.
EA NIO
WD1H
SECT,W
fA ffC1Ak+
tm1 B
12'-0'
2
43'
2
55'
1J'-q�
2
50'
2
68'
�tj4
[I�ti1l
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
IAN.
MAY WIND ZONE 0
WIND ZONE 10
SPAONG
DEL HEAD
mom ANGLE
FLOOR
EAVE DEL HiAD
SPAmIc AVamR ANOF
%TTH
OVERHANG LaD
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
6' 5-4•
3a
25'
5'-4'
39601
30'
THIS
ALTERNATE APPLICATION REQUIRES
4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
RM
WIND ZONE II
WIND ZONE III\v\
FLOM
UK On.
EA Elm OF
mom
ANGLE
IML Dn.
EA a
mm
ANGLE
i�
WIDTH
FA 3CilON
UK
FA SECTION
Imt 0
12'_0•
2
64'
3
47'
3
31'
4
333J'
3
42'
3
55'
4
30'
4
38'
'VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MAN.
MAX
WIND ZONE 0
VANO ZONE m
�A@7c
DBL.HEADmomANGLE
SPAM
DEL, HEAD
AHM NqE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
4'-0'
3950j
25'
2'-8'
39301
20'
13'-4'
6'
4'-0'
39E0�
25
2'-8•
4DOOa
30'
THIS
ALTERNATE
APPLICATION REQUIRES,4,,000
POUND
ANCHORS
ENGIrEELI, Rw¢: 00e, AAi,,
DMA APPROVAL'
FOR ADDITIONAL REOUWEYFNIS
=`..* NSTE8i
0 -zil
APPROVED BY
1. SEE -TD-0001
It
2 SEE AD_ID-DOM FOR WAD= PIER HOfH7S RECAA1RD FOR THE LOADS
TABIAATEO AM
_
= ENES703571 =_
INAINC
1 YAK EAVE oMjNU ; REFERS 10 OVERHANG AT SDENALL NOT FRONT OR BEAR.-
•'•.
A. ABOVE TABLES APPLY TO 160' ROM OR IFC FIOQI WIDTHS MIN 95 1/2•
SmE
%9p / b � 9 •��:�
.o/�n•..Np N.•' .
mamAiaAosVt�ty.DHq
BEAM 6• uAm+uLt
O. %' YG IJUUAL SIDEWALLEACH
•,4,��'ss/ • •• •.
SIDE OF
awRw+c (6. OVERHANG UAL EACH soE a
O G (6-
�`,()��``•
JACOBSEN HOMES
NOTICE: �"
THESE�DMA,�ANDO AM
OEDNAL11 . A10 metWNA
PRAm `' C.L.Y.
DATE. 5-30-95
LEM.-
n
DwrcxG nne
TABLES
wTLTeAa urnesTAl uAABFADTYaxc
ALT. SPACING
f�
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
m
plpl yATCRMLS APL PAO.mFD TO THE
x[. fa S.)A M MD MRT Ta
DRAWING NUMBER:
AD-TO-0040
PHONE (013) 726-1138
IAPT CW Wnu AID Nov IAIM omm
46
gS VP ADDENDUM i
Noon# 00,
ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SMON
SHOWING MOONS
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED f16-DOTN METHOD
N
I
w TOTE FORF
LUImM HOOK
)
N
� I
IMPORTANT NOTICE:
I
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND, ANCHORS
THEN USING TO TIE -DOT H CONFIGURATION A M E CRUST PRTHDUM NOBEL 57SH (TYPE 21 AUGER ANCHOR 108 A DZN IDAD (TOAIOIG IO1D) RITDIC OF
1,000 POUNDS AND AN IB.TOUft IDAO RA1UIG OF 8,000 POUNDS NEU57 BE USM AN EQUTMANT ANCBOR WITH; THE 180PE;SPPl6%AMNS V Hi
ANOTHER YAINlICTURIOt NEAT BE USED IN IUD OF THE SMS CREST PRODUCE ANRIGY
iIw.
THE ALTERNATE TIE-DOTN MEIHCOS 9HOAN ABOVE ARE AGCEPTAFAE FOR IISE N
I. SEE AD-TD-0001 FOR ADDITIONAL REOUNEYENTS
ALL wNO ZONES AND N BOTH OPORgF 'C AND EV09M V. NOTETER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'CUIBOAFV FBCAM THE MAX
7. SEE OTHER DETAILS FOR NCOOHG (ROT) OUANTITY AND OTHER REOUOO OT5.
HEIGHT OFF ➢E GROUND IS GREATLY REDUCED.;$ OTHER DETARS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DDM SPACING TABLES (AD-TD-0033).
RECOIMMED IEUIOOS FOR INSTAENG FRZN TIE-D=&
n
1. ZONE 2"OSIRE'C: 38• MAXIMUM HEIGHT
ZONE 2AV=RE D'- 28• MA%WUM HEIGHT
ENOASI V`IP IIAA
�0
DMA APPROVAL
ZONE 3gOSURE V. 26• MAANM HEIGHT
ZONE 3/E7ffOSIRE 'W.''W.'2B' MWKIM HEIGHT
���� \ b
p` 4
?'G1S7E'••..F s,
, •Q�
A PPROVED BY
1
5. SEE AD-N-m35 FOR ADDTIIONAL NOTES
N0. O •?
,
NE87 c
N. INC
JACOBSEN HOMES
NOTEC&-,A7u411
BESESS
Rlll�`l�','
C.L.Y.
DAIS
5-30-95
REV. LETTER
P.O. BOX 368
IXATI015AMIIMTAI16A1E
CROXAL PFAMTM. AIM CON=, t
MATERIW OF a COM MNARAI:U M
r
ORAWING TITLE
' FIG. 7.0
„
WFa
SAFETY HARBOR. ROPoDA 34695
PHONE (813) 726-1138
VE=RRisvi WIMi
MMDIM PT[ML A04Dono ¢T 1n01 ¢
DRAWING NUMBER
I;
FAD-TD-0041
47
SEE DETAIL 'B'
SEE DETAIL 'C'
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
DETAIL `A'
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
DETAIL 1B'
NOTES,
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
FRAME TIE -DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I -BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-02DO) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL ' C'
HIS TYPE OF PROTECTION MAY BE USED FOR
FOCI.3miA, T LONGITUDINAL TIE CONNECTIONS ALSO.
�.: Sr/(�L.c �.
- 0334 APPROVED BY
91° �=
-,
: STATE
Ate'" oTHEA
NOV 2 4 1998
JACOBSEN HOMES
■
P.O. ,
SAFETY HARBORT J4695
ORI
PHONE (BI})T26-116-11J8
NOTICE
TKSE SPEDp T03 Alai DRANMCS ARE
q AL PRWKTMX Am toom m
MATIRALS OF JACSER MNIUFACMdNG
W
INC SLOI RATITaHS ARE MINDID TO nC
RO7NT FOR yEUC gEd'piS M MI RE
ITT CUlLfnTML ARa SEOET R OnERS
DRAWN BY: T.
M.
1-18-98 DATE
REV. LETTER:
LD
�
DRAWING TITI£:
TIE -DOWN
DRAWING NUMBER:
AD-TD-0050
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & IU/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
r'
MIN
WIND ZONE 0 i
WIND ZONE III
FLOOMOTj(
�TM
IL O O
a SFCDW
/NMIANGLE.
IRL Ott
EA. DID OF
{NONE
ANGLE
WL 91
G SECTION
LIN. B
30'-9'
3
40 •,
3
25
h
1
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND ZONE 0
.'WIND ZONE 10
FLOOR
WIDTH
SAVE
OVERHANG
DRL
OAD
Amm ANGLE
SPAONO
` ° HEAD*
ANCHOR AWLE
30,4
6'
6'-9
3150d
41-46
5-5-
' 31501
1 44-49
R
LONGITUDINAL TIE -DOWN SPACING TABLE
.�
MIN.
IWAND ZONE 01
WAND ZONE 01
11
FLOOR
UK Dtt
Axogx
DQTY.AA
1�
TM
E�
EA Of
ANOF
FA DO
AL 6
NGLE
AM
�O
u sECTax
tmt B
u SECTION
m e
4,
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
r
LON.
MAX
WIND ZONE 0
WIND ZONE ID
FLOOR
WIDTH
EAVE
OVERHANG
SPAONC
LOAD
ANCHOR MOLE
SPAW
�� ATMgt ANOi
6'
4'-6
3150d
46-SD
4'4
31501 49-52
I '
�• TATNDZONE HI
(110 MPH)
20 PSF ROOF
10 PSF D.L
CALM
p,N111HLH11FAAA,
NOTES:
1. SEE FLU
a0. �iF! •,,��''
V G\STE,q •:.
DAM APPROV M 0 t
ADDENDUM FOR ADODIOAL REOUPRDIENTS
.:
No. Fo
Q:
APPROVED BY
7. BEE ATED 0071 FOR HAIO111N PIER HEIGHTS REMED FOR THE LOADS
TABIXAIED ABOVE
910334 =
�:, GTATE OP :
�� •.
INC.
C) �: �
A
rtR[Iw.w.nuaowc
RAxnclw.owmwrnas
JACOBSEN HOMES
NOTIc
THEMg =znAmatwi O9AK
By..
M.T.
DATE*
2-8-99
REV, IEI7Dt
■
P.O. BOX 368
EffSAFETY HARBOR, FLORIDA 34695
ORRDNAL, PROPRIETARY. An OmFXMAL
°"'O""'s °F'"C0� " YNArAcaewNe
k SWI YAIDAliS AAA 9:%M
pGNK TITLE
NORM: SPACING TABLES
7IDRRt Fa ySoc F1iARIROY Ot6roq¢
DRANK NLBFT: d
AD—TO-0070
49
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING IE-DOWN SPACINGS
TIE -DOWN SYSTEM
FIGURE 10.0
SFE FIGURE 20 IOB ALTERN 8 716-DOIN ID.THOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS I I TIP. RODt
Ha
6'SETAHEAD �- FIGURE 10.1
OF N (TYP.
SPE flGOIE S.D FOR ALT@011f8 flGDOtN Im'INOD
1. SEE AD-1D-0070 FOR SPACING TAM
2. SEE AD-1D-0070 FOR WARR OF LONGIDAIAE TIE-00%N STRAPS E¢Q1RED.
I SEE OTHER DETAILS FOR BLOORHG (PER) QUANTITY AND OTHER REIAAREMENTS
4. SEE FULL ADDDIW4 FOR ADMUM REQURROM
5. Zoe 2"OSRE V. 56' MAMIDHM HEIGHT
ME 2/0IPOSIRE V- 41f MAXIM HEIGHT
ZONE 3/EPOSORE V: S6' MA)UMOM HEIGHT
ZONE 3/oPOSORE V: 40' MA MNM HEIGHT
CWA-
e� No. `o
910334
oos
STATE OF
JACOBSEN HOMES I TI NSKOMM4 A1—D MIGM AAE
CRONE PROPAETM. AID msmHVL
W ,I MALS v AAc9B9:A MAIRIFAC116Mf
P.O. BOX 368 M SM MATFIRAFS ARE P DVOED TO OE
SAFETY HARBOR. FLORIDA 34695 IECPDEI FIR WIM FJd'MB AM IA51 S
PHONE (727) 726-1136 WIT CAADODML NO MOBR i OMM
ISEE NOB 5 RR
YAU= HIM
MINNONE ID
(110 MPH)
20 PSF ROOF
10 PSF DL
4 Dl•- ?/. /
APPROVED BY
N A ►(�1C.
mw-mcn��osuE,rsn+a�
aim is 5 ?Opt
M.T. I - - 3-1-99
FIGURES 10.0 AND 10.1
AD-TD-0071
50
1
ADD--
NORMAL TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D 1�
LONGITUDINAL TIE -DOWN SPACING TABLE
MN. WIND ZONE 0 WIND ZONE M
v
,y `•(��i WIDTH IOl Ott ANCHOR k Ott AANUE
WIDTH EA OF ARGUE EA DO Q ARGUE
FA
SEC
�.O•�0 SECTION 1@L B U SECTION Lmt B
451 3 35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
! WIND ZONE 10
FLOOR
WIDTH
EAVE
OVERHANG
SPA01G
oeiEAD
ANODR wu
�ADNc
j °
ARM ARGUE
I
154
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
LOAD
(1 31501
1 42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 0 ; .
WIND ZONE 01
FLOOR
ADO
UK Ott
ARM
WIDTH
EA END OF
ANGLE
EA DO OF
ANGUE
EA SECTION
1OL. B
EA SEM
UK B
15-4'
3 !
30
4
35
1"O
�I
F
VERTICAL TIE -DOWN / FRAME -TIE -DOWN SPACING TABLE
MIN. MAX WIND ZONE 0
FLOOR EAVE I WIND ZONE 10
WIDTH OVERHANG SPAONc D9LOAD AN0101 ARGUE SPAOHC i DROAD ANOIDi AWAE
15'-4• 6' EACH SIDE 4'-6' 31501 42—� M tOAD
4'-0' 1 3150 j 1 44-50
V61NOZONE DI
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CAECS. f wd _�2, GI - yz , !e,
IIIIHIRu
NOTES,EHDt.p OVAtifl, 4,UAPLA APPROVALKW e
I. SEE FULL ADDENOIIM FOR ADDID ORAL REWIREMFNTS. g�VP. G\�j$TEj�'•i•( ': Y
2. SEE AD-TD-DO73 FOR MAMMJM PIER HEIGHTS REWO O FOR THE LOADS Q• No. �� ''•, APPROVED BY
''_ 1
TABULATED ABOVE 910334
•'
3.. MAX EAVE OVERHAND RFFFRS TO OVERHAND AT SIDEWAL NOT FRONT OR REAR. ; ' * I
A '•• W •�
STATE
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH. 95 Il7'
'��iP ' P.' • l f V
INC.1-BEAN SPAONG, 96' MAOLIUY SIDEWALL HEIGHT A. 6
MAMYUM SIDE . \��� F rTaRIllNwtenul®IaI[
01ERHANC (6' OVERHANG MAX FAOI SIDE OF UIOT} fi ' •. mnNunwNowenAlNUAn
i
JACOBSEN HOMES
TNEY4EMCANIgONslM9pgtlL�AM
M.T.
�v'rE
®
DRCNAL PROPW[TART, AW CCiMNWN.
,DAtt 2-8-99
DRAWNc naL t
�NORM. SPACING TABLES
1'i P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
IIATEnuAs DF AAm mm uuarAnORwC
9ro1 YA1DdN.$ TD THE
PHONE (727) 726-IIJD
REOtpit fOl SG[(11D RIWO[. s u0 WSI R
H:PT fO1R0DNT4L IND SICK MUD
IXRANWO NUMBER: AD-M-0072
� 1
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
Na
lE-DOMNs
IE-00HN5
21'
•R— •H—
TE-DfMH SPAM lE-OWN SPAR7C
TIE-0PRI S AM
�.
TE-WM7 AM TE-DOW SPA=
1'
WAX HER NF1D-WZ 701 RR I-70-0012 l;W PER /D-10-0012 TARE PFR I-ID-WI2 IME MR AD-TD-02 UHE wx
FIGURE 10.2
SEE MORE 20 FOR ALTERNATE 1t&DOYN FEEDWD
TYPICAL CROSS SECTION
SHOWING iIEDOWNS TIP. FLOOR SYSTEM
s SSE ROTE 5 FOR
Fmff
L—HOR ANOE ANTE
FIGURE 10.3 AITNOZONE III
OF NONE (M) (110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE 13-DOYEN WWD 20 PSF ROOF
/III, PSF D.L
REF. F.ILCS C` li!}- 9z. �%l 92 • {!/
NOTES:''
1. SEE AD--0072 FOR SPACING TABLES AND NOTES
RI
2 SEE AD-TD-O072 FOR aARITY OF LONOTODIAL TEOM1 -OSTRAPS REODRED.
I SEE OTHER DETAILS FOR BMI NG (PER) WANTITY AND D7HER LEOOOEMENTS
4. SEE M ADOETDIM FOR ADOTIONAL FEOOREMENTS.
5. ZONE 2/DPOSIME V: 55' MA70Mw HEGHT
ZONE 2/DPOSME TN•: 56' MAXWA HEIGHT
ZONE 3/F7POSIRE •O.': 56• NAIOWM HEIGHT
ZONE 3/DP09111E O•: 56' YAMM HEIGHT
��j�ST Eq�;..!
Q No. o '•.
910334 '-
_
TAT E CF
'0 • SW
�O •'•.. OIA,.P �
%., �(' AS ... �•�V Z/ice.
(Jf
.
DAPu APPROYA '
APPROVED BY
\ t
N AIC.
I V
NNAAaNvwoclu®NCE
JACOBSEN HOMES
P.O. Box 36e
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
IN
THESE WEC9 nu AFE
OtIWAI. RUPRETAAX NCI COKOITA
YATM&S M 1•L014N YANI.SAC'MIOiO
,N_ 9" MAT MaaARE I , TO THE
AOMW FOR 91= nPayss m T.11T a
XM a MDMA. AAo SMRO rt OMM
WAINN-Y. M.T.
DATE. 3-1-99
REV. LEi1Di
DRANK TITLE:
FlGURES 10.2 AND 10.3
DRAWING NO,BER:
AD-TD-0073
52
ADDENDUM
SEA & 11•
OFFSET
UNIT TIE —DOWN SPACING TABLES
11• 1
ZONE II & DI/EXP. C & D 11 Q
LONGITUDINAL TIE —DOWN
I; E
SPACING TABLE
r�
MR
WAD ZONE Y
WIND ZONE 9
FLOOR
K
fMOIQI
W ally.
AN010R
MOTH
E A EID of
OFmu_,�•�O
V
sECOT(.
EA TIUT
t4x e
SEU SE CTgI
W. e
It-0•
3
4T�
3
61'
l Y
13'-4'
2
54''
3
41'
15-4'
2
54'i"
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
NA.
NAX
WID ZONE I
' INND 201E to
FLOOR
1NOTH
EAVE
OVERHANG
SPAONG
EEL WA
LOADLOAD
mm AAOE
SPACN6
R• WAD
MOM A110E
12'-0'
12'
5'-T
31501
40'
i 4•-0'
3150/
jg'
13'-V
tY
5'-0'
31501
41'
'14.4
1 ' 30001
4('
15-4•
12'
5'-0'
31501
43'
4'-0'
3=1
427
LONGITUDINAL TIE —DOWN
SPACING TABLE
��
NIR
N40 ZONE 1 E
wo ZONE 11
IIEL QTY.
Allm
IN DTI:
ANDIdt
FLOOR
WDTH
FA END OF
mm
EA. Be OF
ANU
V
EA smm
WL a
EA mm
EN D
12'-0•
4
45 ;
4
. 60'
lyo
13-4'
3
45' I
3
60'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
NW.
NAX.
II ND ZONE I
tl E WIND ZONE
SPAM
�Inlo�
mm ANDE
SPAM
�
mmm MOM
NTH
OVERHHANG
12'-T
12•
4'-0•
31501
40•
s-G'
30001
3r .
IS-40
12'
4'-0•
3m
41•
'3'-T
3q
37
15-4'
tY
4'4
30651
43'
;3-0•
30001
41'
NOTES:
R6f - CAL45, c-9D-16.O1- �(,.li ENt � • 4�I!Pv RFf.r C- fi- 17,491-
T. aFFstr sEcnoN wnR RE NANIIARE LINE WALL E2IEHONG BEYOND THE ENII%1. OF .�•�'�� C......... 4E.
17, p
1TE A0.N(F'1R sEDTtox tM7 tEo DOw AT TFE MANAGE LINE N ACCORDANCE -.•• �C. p�T I Fi�gr .!py
'MTN G
D BY
M TABLES ABOM NE MEI'AIL SIDE AND DE Aaamn SECTWH(S) ARE TD t I
BE TO DOTN N ACCORDANCE IM BE NORYAL SPAM TAdiS (SEE AD-TD-OOlO ' �
JUN 11
FOR 1Y-D'
! IJ'-4• IIDES. AND AD-W-OM FOR E5-4• NOFS�
2 SEE AD-ID-OODI FOR ADDITIONAL REDWE1EEITS
y SnT/1 ' I
INC.
1 SEE MOON FOR NAMMR PIER KMT REQU10 FOR RE LOWS TAEOLATED ' '••.; CORIO�P,..• �4�, { REE(AC1111�I Na1E
JACOBSEN HOMES
AE49EQICA IiA :. �.•1�`IE DAZE
6-8-04 �'�
P.O. BOX 368
awe" DRAING RILE
twmels OF 11 ""'� V. OFFSET SPACING TABLES
RAG ti1KN YA1BiHS AAE m
SAFETY HARBOR. FLORIDA 34695
726-1138
I@BR W1WRING NUM I
t4Pt ONI®It1K MD YfAET AO-M-0080
PHONE (727)
ADDENDUM
P
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE EIEVAVON (IN/ OFFSET SECUN)
SHMG TIE-DOBM SPACINGS
FIGURE 11.0
SO H= /.0 = uM0 71&DOER IUL'BOD
INKS)
DORMS
RR
I
aoR
S99
ro•• -
FIGURE 11.2
u m lino M-DDR( WMD
NOTES:
{K'W �!�Q . 0
% F� ''a
UAM 11MAMAL•
1. SEE ADTD-OW FOR SPAM TAMES (ORSET SEMON piY}
� + r '
yT IFIC •..�� w
PPflOVED BY
2 SEE AD-10-M FOR Q MTY OF UVOTUQAL TE-" STRAPS RE000.
(QT'SET mm 00
D. UD454 r
�
1 20
3. SEE OM MAU RR B WONG (PER) OUANDTT AND ORM REOINRFYF M
-
JUN T1
F. SEE AD TO 000I FOR ADQDONX REQ1600.
INC.
S ZONE 2 V: 4(r MASM IERiiT-3r FOR 12'-0• WME UMTS
9F �• , k ` j e�
TT19:
'E1ML NUFACTURED HDME
ZONE 3/TJD'O6 V'. 16' MA)MM HM
y� ETiJ•4. ���� DD
LSTRUOTIONANDSAFETYSTANDAROS
ZUE J/b0'094E V'. 40• MAnM HF7QIT
JACOBSEN HOMES
!F
nn�1ER : M.T
DATE 6-8-04
'�' ON
ORAtENC ntle
FlG. 11.0, 11.1 k 11.2
Irdm9'EommsNODmw.
LiDlul
P.O. BOX 36e
amw. Raansum AIFf m.mRUK
� � �� � "`�
/
SAFETY HARBOR, FLORIDA 34695
AEPW FM SFECFIC ROM AI MM 6E
l
DRADRIG MOM
PHONE (727) 726-1138
CW AFD
DOFMMK 587SY RM109B5
-
�-� 0081 .
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54
B
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVING TIE -DOWN SPACINGS
ICI ��I
=
=1J.■
rI�I�E�I•�-
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES-
I- SEE AD-ID-DDBD FOR SPAUNG TABLES (UMT SECMN ONLY}
7. SEE AD-ID-OOBO FOR OUANITY OF LONaNdAL nE-DOW STRAPS REDORFD.
(OFFSET SECTION ONLY
1 SEE ODOR DETAILS FOR BLOOMG (PRR) QUANTITY AND OWER REWIREMENTS.
4. SEE AD-TO-0001 FOR ADOInONAL REODURNENTS,
I
• CSEE CA�GS, �6,
�-su- �6•oi-16•F�
O-S-SECTION
No. co'•
910334
STATE OF
NOTTCf:• 77 8Y DAIS FtEY. LETTER:
JACOBSEN HOMES iKTE9CORCAnasNDIIRA\NGTAI[ R.R. 5-9-01
M011L. PAOPRIIDARI AI0 ovfnava d+AFANc nnE
P.D. BOX 366 UATEM d AACOflSk71 NANIfACTURNG FIG.' 12.0 —
SAFETY HARBOR, FLORIDA 34695 M RO NAIDW ARE RIOMO(D TO TIC '1
PFM)NE (727) 726-1138 PM IAT TOR [OM IXIM4 ND SLWLI FROM DOSS �AMNG MRIBLR 4
AD-TD-0082
55
ADDENDUMG�gE5
108" HIGH SMEWALL TIE —DOWN SPA ING TABLES 5 0 p 1p 1
ZONE II & III/EXP. C &
LONGR
INAL TIE —DOWN SPACING TABLE
AlK
WN ZONE 1
W 40 ZONE 0I
FLOOR
arc
µ01p!
LLx OTK
µDie
WTM
E)0 ff
WE
FA Ef0 ff
ANOE
sTrLni
L� a
EA SECCDOM
MIL e
26 -8'
3
47
3
53'
30-8'
3
VERTICAL TIE —DOWN / FRAME TIE —DOWN
MTABLE
SPACINUK
VA)L
WIND ZONE 1
SPAM
DEL HEAD
Lao
AxaoR ANOE
9PAOIG
DEL lob
NWIOR ANDE
R
W OTHH
EA%f
OVERHANG
26'-B•
6'
6'-8'
my
40'-50'
5-4'
31501.
40'-50'
30'-86
6'
6'-8'
31501
4T--50'
5'-4'
3150f
40'-50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
MN..
%we ZONE Y
VMD ZONE W
FLOOR
Obff
µ O.E
µDEBID
FA BIBL DIY.
OF
ARM
Alm
WIDTH
�O
s
MIL 6
FA S4CRDI
1R e
26'-8'
4 4
41'
4
57
30-8'
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MDL
MAIL
MO ZOW B
NNO ZONE N
SPAM
i�LOADD
SPAOIG
Laws
µ m µDE
FLU
EA%fOVEEMANG
26'-8'
6'
S-4-
3150/ 1
4U-5(r '
4'-0'
31501
40-45'
30'-8'
6'
5-4-
31501 1
40'--50'
4'-0•
3150j
40'--45'
VANDZONE IR
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM
'f;23
Awu
NOTES
a IL.., ....�,
; •'"SIFIC
's: ' 'y
DAPU APPROVAL'
��' q
APPROVED BY
1. SEE Flu AONExttM FOR Am MAL REDWtWITS.
° Ha 0045484 u
2 SEE AD-M-M FOR MA7MM PER lETM IEQUTE.D FOR THE LOADS
kftP
TABOAIED ABOVEAN�•
INC.
a�G/r •.......• �t'6'
�
FEDERALMANUFACTURED HOME'•
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JUL S 7 200k
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NOTICE
RIM SeMCArMSAMMAIRIN
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DAB
07-20-04
REV. LETTER
G TITLE
HIGH SIDEWALL SPAQNG TABLES
FDRAVING
P.0. li0% ]68
am9NAL. FRWFAMNK NO m�u
wTDOALS OF AAroM YNISACIIQIC
■e SM BARAAI9 TIE FWAOED A K'
MMBFR
AD-TD-0083
SAFETY HARBOR. FLODDA 34695
PHONE (727) 726-1138
MW FM 9 SFE PLffM NO 09 tt
WT mrm fUL Me swe Rol OHM
66
ADDENDUM
TIE -DOWN SYSTEM' H
TYPICAL SIDE ELEVATION
SNOWING TIE -DOWN SPACINGS p
® D�
li
8
9-0OIIR
1
f
1E-0Of6
R
I
7E-0OYI SPAGIC
1FOOY1 SPAOIC
R-0OYI �AO1G
II-0WHH SPACING-M
R
SP
YA2 PER A -B-01!0 UBE PfR AD-10-0010 ME M AD-10-0019 IW M 10-9-M IM M
FIGURE 10.0
i
I
TYPICAL CROSS SECTION
SHOWING 11EDOWNS TIP. flDn sTse1 Ti. aims lim
au� III .,
I
MO16P NICF ANOgI NICE
O WE(TIDFIGURE 10.1
ffNHOE
:
REF. CAUCS, C 5v — !Q. o (—
•�,9AUEg1A,,,
AO-7L0010 719E ma
6
SIX NINE 3FOR
L VAUN H6C0
I
(110 IEPH)
zSoF
� OOF .
C 10 FSIF DL
I ( A Z 3 -
NOTES.
1. SEE AD-10-M FOR SPACING TARES.�GIGP
2 SEE AD-TD-= FOR QUAITY OF LO GIANXAI TIE -OM STRAPS REOMM
3 SEE CM DETA S FOR 9oGGHG (PER) QUANTITY AND OTHER REDUYENKM
4. SEE FULL ADOETO!lY FOR ADMONAL REOYRBUTS
S UK 2jtVOSUE r: 30' YAYIMI HEIGHT
ZO E 2/0POSU E V: 27' YAINEA HEIGHT
201E J/DP09EE 'C': JE'YAIOYW TIFIGIT
ZONE 3/EI!POSIIRE V-. 32' E1AXIII N HEIGHT
HL ALL sPEGH1GT!ONs ARE BASED ON 20 ROOF AHf7E HAIL_
ENQO IF
r
(y
�Ni
'��
!
�+
�� �'+
�%%
,�
N ;
DATA APPROVA
�APPROVED-BY
1
NPINC.
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GONSTRf!C1IONANDSAFEIYSIAHNAHUUSS
y 4
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SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1178
11EY1C 970oN0OT=:HAuW16ARE
WiML ff �7AA: AANDOor�Hut
WTUMS MAXIM YAMFACRA®10
AQ SIGH NATODNS ARE PWIDO) A K
1017n0 M 9IR AWW AIO YR1 HE
ITT owlaol /E ND sm RBI nm
,': M.L
1ATe 07-20-04
REv1ErTI>t
DRAWS TIn'"'FTGURES
!
10.0 MD 10.1
DRAWS 1
i I�
AD-TD-D()B4
57
�
108" HIGH SIDEWALLLT1E1vDOWNlYSPACING TABLES SO �0
ZONE II & III/EXP.. C do D
LONGITUDINAL TIE —DOWN SPACING TABLE
SNND z0'aE I
8VI0 ZONE m
flDDR ' ix Gtz wOlae
►tt orc
Arrow
Ydn>x EA Doff Aq,1!
FA END 6
AMOF
^
EA sMnw wk u
u scm+
Yx o
23'-4' 2
58'
J
43'
O
62'
J
45'
_ _ VERTICAL -TIE —DOWN ' FRAME TIE —DOWN SPACING TABLE
LGrt
MAX
- YAHD ZONE 1
Nv1D IONS
BOOR
1AO1H
EAYE
OVERHANG.
te. WA
tow
map mu
sPea+a
DEL WAAxalnv
utaE
Law
T]'-4"
3150+
49'
y-4•
3I50
45'
24'-0'
S.
6-8' .
3150
49'
S=4'
31
45'
LONG(TUDDNAL TIE -DOWN SPACING TABLE
MIN.
� xa zap 1
1mm IOtff m
FLOOR
YR Orz
ArOf7!
in arz
AWIw
v
lYmDl
a Do or
NwE
u oo rt
axoE
L+'�
[4 52R01
UK
EA S!a001
YCl i
23'-4'
3
48'
4
4T
O
24'-0'
3
50'
4
45'
VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
' LBN.
MAX
1»ND ZK 1
WIND ZONE II
N�1�
WANG
OYEBH
�'�
DL
ta�
exODR w+aE
mwlc
�
ualw aRaa
23'-4'
6'
5-4'
31
47
4'-0'
31
43'
24'-0'
6'
6-4'
3150/
4T
4'-p'
JI50
43'
108' MAX SRJEWALL HEIOHT YANDZONE R/lu
(110 MPH)
� 20 PSF ROOF
lO PSF OL
RS CNLS
' �aaa�an>tPpr�t .
NOTES:
... �
• .F1i�A
�:
DAPIA AoPRWAL•
APPROVED BY
1. SEE EIRL N70ETWUY FOR A9DIRQLLL REWIEIFNii w
G�' y
i sEE AO-R7-Ooa6 FOR YAOYUN PIER HER711S R[p1SiED Fw IIK LO a'
BU TAAIFD AM.s
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ec. 13,2006
7NINC.
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'
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wl aws Cr a%rmml wuaracn�oic
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58
ADDENDUM '!
. TIE -DOWN SYSTEMil
trDlral nnc � cv►ntw �
TYPICAL CROSS SECTION
SNOVMG TIEDOMNS
DP. ROOT
s Sm Ilm sRfl
W M "coli
DD%s ANGLE ra AFFRW sDeIm%
I" Iu a
Rsvum PTA AIDO SWIFT VXFA
FIGURE 10.1 I
al
1
wwDZOIE IN l
(tl011PN) '
10 PSF ROOF
10 Pg DA.
1t�. �l�o-W-oms FOR SPACING nREs
• ��
.`��0go.-
� rf�'•
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1 SEE Ao-W-mas Fat alfw+n n Laniuoa tc-omx sn+ws �a�n.
fps% � �.
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}iO, CQ • •
• :. Dee 13,2006
4. Si Flll AODOQM FOR AOOIIIOh1L REOU2NOl6
: ii .
s D7NE 2JDPOSIK T. u• YA77MN R7M
za+E v: Ee• DAD11W l[lali
-
INC.
-
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s/oPasuK
lraa ]/Eaaaaa'r: M' 1fA7DIL xllratf
Yr': ]]• MAPMIY lElmii
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cofmmnn.ANo Wrap snpwos
ZONE 3
6. ALL ]PErnunals AAf BASED OR N ROff AIIQE WI AND 1
90CW1LL llDort•..•�e`�
W YIIL
�j+ {lj j� `•... �,ti1
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JACOBSEN HOMES
aaaa
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Sea z
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OAiL•
1 11-28-06
IEY. O:IFJt
OWMIC nAL• '
II FIGURES liQD AND 10.1
OACN.L a%fRNCiANC MD OPaat%aK
WiAINS � At9B9fll YW/ACAIA.0
P.Q. BOX ]afl
� 910� Wiillll5 AR; RWO[®W 1[
DNAMNG WrREfl:
I �—jD_ �86
P
SAFETY NARntli, FLORIDA 34693
PHONE (727) 726—I l]E
A<aNf Ra slut nw�ID UO ImI R
' Iof m/mfm Nofp [p@PI fl.e6
'
59 I
�
6
F10M t�
NOR AL Tf II & 1N OWING
EXP. d & DABIE � �' �wv p°tsl
LONGITUDINAL TIE —DOWN SPACING TABLE
*40
ZONE R 00
IDIaf u
40'
VERTICAL TIE —DOWN / FRAME TIE —DOWN 0PACING TABLE
11ill. VAX OD ZONE B AD ZEE a
FLOOR EAVEPIER�lD7H OVERHANG �1ER61 AIOpR AIpE` 9ADgG �� ApTOR AIHiE•
I2'-0' V EACH SIDE 5'-4' 72' 35' TO 49 5-4' . X I 4g
-D'
NdITUDIN TIE —DOWN PACLw1 I
1A'
,w
VERTICAL TIT} —DOWN / FRAME TIE -DOWN OPACINU TABLE
Rom *DTH I EAVE OY�� I I GWRmt I A40AR AIpF• + SPAdIG
13'-4' I 6' EACH SIDE 1 41.
• NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE #5 FOR HOMES SET IN FLORIDA)its„60G r,,A.`jJ
NOTES. EN u;•, cp `'
T• SEE RAL ADDEWN MR ADOMONk RE01U4ET11S �°' C - 1:rI` =••, i~T i
2 TABLE BASED (III Al DIOR IIIORK* LOAD OT .11501 Alp DIAGOW RE TO ••
i MATT CAVE OOHANO RUM TO OyE W* AT SOE'*ALL LOT TWO DR REAR
4. ABp� TABLES APPLY TO 144 160'• AHD 194' FLOOR j OD 5 **TH 96 t/Y ' 1 Z
1-BEAI/ SPACK far WEV SOEWA L LmmT AND C Wn4UY SCE s ,ry •: �, _ � . y
OVERHANG (6' OIfT6WIO VAX EACH SDE OF LWT}, •. (h '• :^1 r �f+�? ,:��
S STAIRAM PLATES ARE REOODEO DN SOEIIAIL Al ONM AIO LO ll"AL '-. G`s. ••••••••••.^ �, J°.$
AN RM SET N F10160A. SEE OWV MILE 15C EREODT,E VAROT 2% E9ss.
4 40'
4 45'
4 56'
ND ZONE m
TAT A400 AIPE•
HDN
3a' 40' TO 45'
38' 9 TO 45'
42' 40' TO 45'
APPROVED BY
TwililuY.
,2006
CoxmucxumSTus
wu,
JACOBSEN HOMES NOSDO AL� �lE' REV. LETTER:
9S4r�REE°p1Ac/�1pTa'm`5wnia D.U.T.D.1d.T. 12-Ti-07
v =" YDNAClIITA MA 6 TITLE:
® P,O. R, FLORIDAy�Ip�A wks AM AMM TO TTR NORM. SPACING TABLES
SAFETY NA1430R, OID54695 KDP* Ea SLOT[ q� / IAA BE DR C M
PHONE (727) 726-1138 art001{ arkAPsOn o*m AD-TO-0087
bU
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
'.
i I
aam to Rr
"a Soo
GC-9a2tR
v= NOTE 1 RE NOTE I Aj .
QSfE MOTfs 2 X11 ] Q Q ra mm ,'9E NOiE3 2 Lti 1 Q
MIX Mat PEtro
,�S tOGTgNM FIGURE 8. 0 „RS UnG M Im tOc&WX TM t"T1
FIGURE 8.1
THE DETAIL ADOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOHEYFR, THIS DETAIL APPLIES
TO ALL SHEARWAII CONFIGURATIONS, ALL ZONES. -AND ALL U VALUES.
NOTES. 110AR&
�repavw_
t. T[R ICalrm n 7KfC lwr Tc aoRx frctr ■er fRrum Rt �• 1PPROVED BY
minl a M ruu stow rmvc ow' I mam AT eons [ago y, !;,
eor Ao- [m fl N0om] �Ltl1tta a aaw +e�+� a�an�ua�im� �%�� �4'.
e�`G id0. 'Fa ti I EB 10 2M
L r01lil. F MR AT EXX DO ff TK s 0ftAl mm (T iK M K RTIt7j. 6 1 [alel r�a+wm u ua1 Do a tfsn ucuauss a 1E am I" hcaaucMil p 910394 1 1F ' INC.
36 1H0 M" LL 6 L=T07 Ma6 A MW toW M NOINT oo> _MMW no 'b 1 * i J
Y RAL A7AHUfACTUREO NOL1E
-WW ZTW3 OI:0�1 ARE slaMW (Au. 91W(WC4 l CWZLPA AtL Uxs
bo ALL c�ruaa¢s} :.o • 8'fi' A-T OF Nmw MANDSORTYSTMDAMS
JACOBSEN HOMES ii" R. DAM02-01-00 mv. tam
FW aRmt rRoneFtur wo '.
P.O. ttoY JRa Me Rr T01w 14 "� S/W, TIE/PIER RED.
S+fEh HNtBoll rLOAWA 31503 rm'a0fal9m.erwacsr.w.a ORH�+G rwatx:
rnONe (W) 720-1136 rmr mrtaG1A Yo /Cftr na cnac • �i AD-TD-100
6
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
DEILVO WAY BE FUT OR SLOPED
END VIEW
3% PIF WA)3= SLEARNALL
DEM VALUE (PER VEAL!)
—I I/A' X .o3s* Ti--.DKH STRAP
CONRNUCJS ARGXD JOISTS.
DE VIEW
X .OV TIE -DON STRAP
JOUS MUM JXTS.
P]_ OTES: - z p j(p OVAEDAPIA APPROVAL
L OROLND ANCHORS TO BE RATm rOR AH IAIWATE LOAD OF L7D51 13150 DESMI LOAD] -O ••• - Rq
(SEE AD-ID�L+01 [TD-CENERAL wits) FOR No" ON DR Mo AND10T NSTAl1ARaL) - _ 1 G APPROVED BY .(
I /:STALL A PER AT EADI DID OF THE SIOARNNL ASTS (PER 7!E ABCLf OETAAS). •.
]. 7nfN 91EArt�1 IS 104Tm ABOTE A St1A IfAOER (iTAI TEIpIT OIOSR-YDASFR) N'0 c TF-00GI SIRAPS_OR PERS ARC RDAMED (ALL W[ARNAL Ta1FIQIlA710N; ALL iCrcCS ^V+ •, i • : (�
ON
AND ALL DFORINES) % -^ 1
N. TE-DOT N STRAP RE0o01EO AT EACH END Of JMT% ALL DB_ jyW CONf10JflARONS. �i ^4; • .. • • \\�` I 1 ` f—
6. 7TAL TA"DTH SHEARNALI3 TARE SHOM IN TTE DETAL-ABOVE, ROPM ADN.
Y LEKTH ''''''AV iirnrrl��TTGA Tom````` c�acctai^a• ii•: rw.m
CR COHi1DURATION SHEANNAL WAY BE M.
NOTICE DRAYN BY: DATE REV. LETTER:
JACOBSEN HOMES NESESPEO7TCAwm wORANN05IE RA 2-6-96
bb4Y1AL. fMDITN[TART, AC town!"" DRAWN: TITLE:
P.O. BOX 36B VATERAS a AACCOMN YAwiACR:RNO
\I Ne sua N FOUALS ARE raDVT n TD C DBL. S W CONRG. TIE -DOWN
SAFETY4E(81HARBOR.�F726-11IDA 3/695 tE"I 1,R4 .1WP�S..1[[ DRAV:%D HWBEIL•
PHOxE (EIS) 726-1138 ATPr oopm.xmL A7o mmt ne ompi AD-TD-0110
62
DOUBLE SHEARWALL CONFIGURATION'
TRIPLE & MULTI SECTIONS
CEILING MAY BE RAT OR
WN IS A TRIPLE WIDE RAFTER,
) APPLICABLE TO STANDARD
BLE WIDE TRUSSES
JD VIEW
% .Ow TIE-DOM STRAP
LOUIS AROUND JOISTS.
SIDE VIEW
SIDE VIEW
(MARRIAGE WALL APPLICATION)
(SIOEWALL APPUCATION)
NOTE -
AM APPLICABLE TO 'SUP SIDE
MADDAOE WALLS SHE N AT LEAST
2 STANDARD TERTM TES ARE
350 PIF MAYDFUII SHEARWALL
350 PUT MADYUN SHEARWALL
(I EACHSIDE ADJACENT
DESIGN VALUE (PER WALL)
!
DESIGN VALUE (PER WALL) 1
0 SHEARWALL
1 1/4- E .035- X-DOWN STRAP 1 1/4' D .OW TIE-D0'M4 STRAP
M'U
36' Lam. CONOUS AROUND JOISTS CONTWUOUS AROUND JOISTS.
3z• � �
to '
NOTES: ENGINEER APPROVAL DARA APPROVAL:
I. DAM AR0102S To BE RATED FUL AN ULTIMATE LOAD OF 4725113150 oF9fN LDAD
(SEE AD-TD-ODOI (To-vRLRAL NOTES) FOR Noia OR OMM ARaw FmAUAiwx.)
E. H57ALL A PER AT EACH ENO OF THE SNEARWML JOISTS (PER THE ABOW DETAILS). h 1 APPROVED BY
h
AIER 9iARN711 IS ABOVE A SOLD READER (FULL Now LRDSs-MILBEA) No
m ALL
} PmiS ARE REQUIRED (Au sxFIRTVLL COq)D)RATIpFS, ALL zONES /O 1 1
4. TIE-DO'A:4 STRAP REOIARED AT EACH END OF JOISTS, ALL DBL S/1W C0IDTGURADGNS John C. D(leden,'P.E.
5. QILPNG SHOWN CATHEDRAL. OR ROPED, MT CEDWG MAY BE USED. j 5133 C. R. 22
6. FULL WIDIN S WIVALLS ARE SHOW W THE DETAIL ASM NONEVER, ANY LENGTH
OR CONFIGURATION SEMMU. MAY BE USED. Goshen' IN 46526 m100Vtm EA,,,Wo wmwx ,,,
7. INS DI LIAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS k
NOTTCE DRAWN BY: PAX, REV. LETTER
JACOBSEN HOMES DESESKanCATMAND OMTCRSARE ; R.R. 4-09-96 A
LJLJNLJ
DRXVAL PROPRIETARY. AND OOOEONVRNL DRAWN /n\
P.O. BDI 368 MATOba OF JAOOBSDI MANNACTIC UtlS1W ('.ONF�G, M—DOWN „ M SM MATLRIALS AIR PRONOUD TO THE
SAFETY HARBOR. FLORIDA 34695 Ka T Fa SROFD PIANO MO YNT[ DRAWWG HWBER .
PHONE (013) 726-1138 OPT ICFtpOIL NO STOREY Tnm DTNo6 AO—TO-0111
PORCH ANCHORING
DOUBLE HEADED 3,150# ANCHOR� r 1 1/4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
OT S:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABIE BLODONG
WANDZONE N
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF D.L.
-
1o6 v7
S
I H
1w`
C.
RAL MANUFACTURED HOME
NSTRUCIIONAND SAFETY STANDARDS
�rG ;I •3
JACOBSEN HOMES
NOTICE:
1MLg SPEOMAM Mf 00 DRAY ACE
DRAMA BY:
M.T.
DA1C -
12-13-03
REM. IETIER�
O40MAL, PROPRIETARY. MD mA
DRAVANG YI1LE:
P.O. BOX 368
°A1°0'S OF JAOMSEX OANWAC1 WTMMS AW PWWM 1 M
s 0 Dc
PORCH ANCHORING
SAFETY HARBOR. FLOFDDA 34695
HIRNI RR RUL RIPPHS MO m a
DRAMANC NUMBER
PHONE (727) 726-1138
IM OOOMD"K APO 4•R�_, Rm onm
AU-10-0112
i
ADDENDUM
ALTERNATE VERTICAL TIE-DOWN,iAHLICATION
APPROVED VERTICAL TIE -DOWN( ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
9
li (
CRIMP SEAL
(3150/ WORKING LOAD)
I
O
s
<I
l0� <
, rz,.4
/�f u
G VERTICAL TIE -DOWN �
TYPE 1, FINISH B. w
G GRADE STEEL& 0.035,
WIDEc
IN THICKNESS CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91.
O STANDARD SPECIFICATION FOR
STRAPPING. FIAT STEEL AND SEALS. RA04 IMP
II IIIail-II I
. I- I -III —III— RAONS CUP W UST INSTALLED ON
ALL TIE -DOWN ANCHOR
BRACKETS.
BRACKETS
—III III —III -I I (INSTALLER TO FABRICATE RADIUS CUP
ANCHORING EQUIPMENT _ BY PLACING A SRiAIGIiT 3� LENGTH OF
CAPABLE OF RESISTING 1 1/4J X 0.035' 71E-DOWN STRAP
THE WORKING LOAD -III-I I I —III— (MATERIAL IN ANCHOR SLOT AND BENDING
REQUIRED ON THE TO FORM THE CONFIKUPAMON SHONN.)
RE -DOWN SPACING _
TABLES (SETT OTHER I —III —III-I I RADIOS CUP MUST BE;DWALIEO TO PROTECT
DETAILS FOR TABLES) I I III —III_ THE TIE -'.DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS I I-III=III-I I INSTALL
I
FOR ANCHONCHCR ANGLE. N THE BRACKET *9H jSLQE' THE RADIUS CUP.
C.
NOTES:
nv. %
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME ? ENED70357 IiNfPk
B
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE. FiT1�%F Qr :J)UN 1 5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING 0,�;•. /� (,/ (N)r.: `'' INCALL HAVE A RESISTANCE TO WEATHER DETERIOR- % %CJ �J�A . \�� I V
3. PRO ECT10N SHALL BE PROVIDED AT SHARP CORNERS '''���sis��l'IALII NG`` laaT�``i7ATa.o` tvDT�clo
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANOI[R BR✓V AND TE-DOTrtI
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES APE QR1FE11 AT OMITS
JACOBSEN HOMES
NOTICE
Wx 5111; R TIDIS N0 MMI"3 ABE
60m1AE.. PKOND[TAKT, AND IaQ%OIIUL
OF N UMNACURM
I""'"" �,.
C.LY.
5-31-95
__ _ _
A
DMWVIG nilL•
ALT.
JTIE-DOWN APPL.
m
P.O. BOX 368
ATD6AIS
NE 9l01 YAIEI 4 AIR PROV= TO TIC
DRAWNG NUNBFA:
AD-TD-02QO_j
SAFETY HARBOR, FLORIDAELORIDA 34595
aaw Fa SRI>R PJMZ NO mET R
PHONE (813) 776-1138
IDPT IMLDIIIAI Am POST ImN arm
;'I
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY WSTAULD STRAP IS NOT LONG ENOICN.
IT YAY 13E LENGRiDIED BY U9NG A OW SEAL WIN
A WORKING LOM OF 315D POUNDS
to
4�J f
DIACONAL FRAME TIE
.I
ANCHORING EQUIPMENT
CAPABLE OF RESISTING -I
THE WORKING LOAD
REOUIRED ON THE
TIE -DOWN SPACING _
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE
NOTES:
I. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
FRAME 'nE-DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
IF NEEDED. USE VERTICAL
TIE -DOWN TYPE 1• FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- V40E @ 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.
e`O No. 'o
910334
o . STATE
OI ANF V\�c
nonce JACOBSEN HOMES TNLSE TPEanGnom$ MD DRAM � 0IRE
® 09GNAL. PRWMEYMY. AND CaaMnk
P.O. BOX 368 u.1ZALI EF JACOBYN NNNFACTLRNG
®� SAFETY XARBOR, FlOR10A 34695 O IKE
Fly FOA Scan S 01) ITNEI at
PHONE (813) 726-1135 ICPT wP9[NnN JJa =1 mw OT"m
ff
= APPROVED BY
REVISED
NT07,,96
A INC.
�®EMLYWlKNE9 N}[
IIVRTaxnsi uo wm Anim.m�
R.
DATE' ]O-OS-96 REV. LETTER.
(.
ALT. TIE -DOWN APPL.
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION"
1
COWYN 'A' OAIIUN 'B�
SEE TABLE FOR YA=9 SPAN FOR COYVMS 'A' OR 1i'
r
1
COYYN b'� �
�COWN'C
1
SEE TABLE FOR IMUM SPAN FOR COLWS 'C OR V I
SEE TABLE FOR SPAN COL T- SEE TABLE FOR uAIL SPAN FOR COL V
a
a
COOOT 'E' COOd Y COIAPT 'C
SEE TARE FOR YAITYIAI SPAN FOR COLLO01 T' (
F
I 1
4
MAXIMUM AUDWABLE SPAN s
TYPE O' MOON REOb
1.
CUM W. V. V OI'E'
OWAI S V OR 'C ''
A COILM F
(SEE AD -ID -MI.
AD-1D-0252 MU
AD-TO-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE
3
i ZONE 2
ZONE 3
SEE NOTE 1
W. T;
EIP. 7
OP. 'C'
OD'. -0
M.'C
EID. V
EIP.'C
DP. V
CP.I'C'
DP. V
EIP.'C'
EV. T1'
2 - 31501 MOM
43'-0'
29'-6'
D'-9'
2Y-7*
1Y-O'
Z9'-6'
3S-9'
2Y-Y
CY fi0'
29'-6'
W-V
2Y-Y
I - 31501 MOM
2I•-6'
I{'-9'
1C-f0'
11'-10'
21'-6'
14'-r
IG-10'
11'-f0'
21'-6'
1/'-9'
Ir-10'
W-10'
I - 40001 AN04O1
27-Y
IB'-9'
21'-5'
W-0'
iY-Y
l6'-9'
21'-5
IS-O'
27 °Y
16'-9'
21'-S'
15'-D'
NOTES-
DIGHEER APPROVAL'
DMA APPROVAL
APPROVED $Y
1. SEE AD-M-0251. AD-M-0252 AND AD-M-0253
f
FOR SPECIFIC INFO. ON ANCHORS.
1 S
2. SEE AD-M-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
4�5�
Joha C. Doeden, P.t,
�,.•.. �� ���
15133 C. R. 22
Goshen, IN 46526
JACOBSEN HOMES
NOnLETTElt
THE$VEOMADD6MMODAAWKSAM
DIIAMIBI , C.LY.
1'E' 5-31-95
"'
w O' Ulu
OGMVG n11t•
,I P.G. Bog 36eOL
TIE —DOWN APPL
SAFETY FLORIDA 31695
INCA9N1 YAIDORS RP la INC
ATSUD tm /ICI 1m N
ORAAWG XIIYBER E
NE(81HARBOR.
PHONE (Bt3) T26-t1b
um A wav
�60NQMitYAIDS[DCT1TOIo9a¢
AD-TD-0250
ADDENDUM
COLUMN TIE -DOWN APPLICATION
NARRMGE LINE OF MULTI -HIDE
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WDE B 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
ANCHORING EQUIPMENT
STRAPPING. FLAT STEEL. AND SEALS.
CAPABLE OF RESISTING O
THE WORKING LOAD O O
OF 3150 0 MIN.
O ANGLE SHOWN.
=TfT"—ITi�I�
7ANGLE 36• ANOE
ANarRs INSTALLED 24' APART
COLUMN STRAPS ATTACHED
TO TWO
SEPERATE GROUND ANCHORS
(3150# EA.)
,,,,,1111I IIII/A„
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
� �C /�j�'
�.� O �,%S 7 Eq . OF .�.
) •�, '•,?i
DARA APPROVAL
BY AND INSTALLED BY OTHERS- ON SITE.
; �c
Q' NO•
';
AFF -;C'VED BYxk,
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- -
EIJE87D3571.
•� :*_
, 5
ATION.
CIA
'3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
'•
4 .A`'•�h�OIAN'��,
RA,kI,,,,�„���
OF EXTERNAL STRAPS OR CABLES.
��i Ff+.: ••......••'6 a
FOOIAYGtDIMO1N�,m.eRs
JACOBSEN HOMES
P.O.
Mir
NOTICE " .
TI[9:9EIYICA1K1616 AND AM
�RRAI. PAORdETAR . A CC .'1
wTEI'a OF 4COBSEN MANIfACI"C
K M MATIMS ARE PROMO) TO TK
TRIANN or
• C.I.Y.
DATE:
5-31-95
REV. ELTHR
n
/ 1
DRANUIc nne
COL TIE -DOWN APPL
R. FLORIDA
SAFETY HARBOR 3/695
NO'OR IM 9t= PJr= NC MI r
ORANNG NUMBER
26—
PHONE (fiIJ1 726-1138
MPf ammmN Am YOm1 nmw OHM
AD-TD-0251
ADDENDUM
s
COLUMN TIE —DOWN APPLICATION
i
i MARRIAGE LINE OF WLR—WIDE;
FLOOR I
I I,
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4'IwM)E & 0.035'(
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING THTH ASTIR STANDARD
SPECIFICATION 03953-91•
STANDARD SPECIFICATION FOR
QUIPMENT STRAPPING. FLAT STEEL: AND SEALS.
RESS71NG 0
ONO LOAD p
0
50 / MIN. I'
r
T—
=I 1111 l it l l-
COLUMN STRAPS ATTACHED TO
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON STE.
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.
E
No.'F0 :Y PROVED BYE
j� •: _ � INCJUN
NOMCa -- •IMAM aT. UAW 1¢V. MUM
JACOBSEN HOMES 11R3s[aXAam&WWAWOAM ' - C.LY. A 5-25-95
wM=AL Ni Nica9al uw+ r A DRAWING TIRc
�IIllp P.O. BOX 368 UA 9w1 uOF 4ACOALS AM MMWAPRDMO 1a RE COL Ti-DOWN APPL
SAFETY HARBOR. FLORIDA 3/695 RO71a Rt s1am 1Vba95 Ra IMP M DRAWING NIIMEM
PHONE (613) 726-1138 11y1 cwwn4 M0 man no omm AD-TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
LNE OF MAI-P1DE
'VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 157EEL STRAPPING
1 1/4- WIDE B 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTH STANDARD
SPECIFICATION D3953-91.
'
STANDARD SPECIFICATION FOR
ANCHORING EOUIPMENT
STRAPPING. FLAT STEEL. AND SEALS
CAPABLE OF RESISTING
0
THE WORKING LOAD
0
OF 40DO 0 MIN.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES:
D� ..
1. ALL ANCHORING EQUIPMENT SUPPLIED
�;4;.G\STE
BY AND INSTALLED BY OTHERS- ON SITE.
• P No.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
- '=
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
- ��
ATION.
_
•'
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
%90'•.
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
_'C.C_'-:•OI
BYE
IjM 1 5 M
INC.
N077CE '•� IDR1N16P. DAIS REV. LERM
amwjJACOBSEN HOMES TRtssPRWRET AIDoeN ux C.LY. 5-25-95
MAIM CF JAT/R(, AID oTaDp11A< DRAMIG nne
P.O. BOX FLORIDA u- SO A L S Alit
YNILAL10 T41 COL TIE -DOWN APPL
m
SAFETY HARBOR. 26-11 31695 RTDD f019TOIC mms me M61 H ORARWG NUUBOC
- PHONE (eu) 72s-f I38 WT CD#MT At 00 SIM 190I mlDS I AD-TD-0253
70
i I
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
'A' � WLWN b'_
/C011WR
SEE TABLE FOR YAII➢IIIY SPAN MR DMUMHS 'A' at b'
'C' COL" V
/Cula
APPROVED EY
I
SEE TAKE FOR IUILW SPAN FOR CUWRS 'C' OR b' _ �� �
`
�i
SEE TABLE FOR SPAN CO_'L' SEE TABLE FOR MAX SPAN FOR Ca
INC.
j FED MANUFACIUREO HOW
T16NARDSum SwAAROS
t
?AAR 0 3 1999
MUMH 'C mwmm T' Coum b'H
SEE TABLE FOR 11A)41 N SPAN FOR COLUM T' t _
,I
MAXIMUM ALLOWABLE ISPAN
TYPE OF ANCHimNu lab
(SEE AD-lO-0751.
CUM *9. V. b' OR 'E'
FANS V OR T:
Cmw i
AD-TD-MZ Am
AD-TP•0253)
SEE NOTE 1
ZONE 2
ZONE 3
ZONE 2
11
7D1E 3
ZOW 2
ZONE 3
DP. 'C'
FYP, b'
E7P. ^C
Ela. b'
OO.'C
DF. b'
EV. V
DP. b'
E70:'C
DP. b'
W. Y
W. v
2 - 31501 ARMORS
37'-4'
25-6'
29'-4'
20'-4'
37-4'
25-0'
29'-4'
���20'-1'
37-4 �
25W
29'-C
20'-4'
1 - 3150/ ANCHOR
1fF-6'
17-10'
14'-Y
10'-Y
Ig-6'
17-iD'
14'-Y
i1.10'-5
16'-6M
f7-10'
14'-Y
10'-3'
1 - IOW/ ANCHOR
23'-0'
16'-C
is'-Y
U'-0•
2.T-6'
16'-4'
18-Y
�lY-0'
2Y-B�
i6'-4'
111'-Y
13'-0'
i
.REF. CALLS (' %v� %�, eor
.
`gluuublq...iii 1
NOTES:EAU ' • . �c� '�,, DATA APPROYN �0 0 S U
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253 ;'Q�' NO. ol,'•.• '_ APPROVED BY
p
FOR SPECIFlC INFO. ON ANCHORS. 910394 ' I
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
Ell
�•. INC.:
9
�'��. DIA�•' /! G "'r
NOTICE DRAM —Or DATE: '
dACOBSEN HOMES n1L9: �canurans AND 17tAkIMS AMli M.T. I' 2-9-99
ORWAL WWKKIAAY. NO WFUMRN. ORAWI'0 DTLE:
YA1CN"`s DP Armevl mmwAOnw¢ 1N"WIDE COL. TIE —DOWN APPL
P.O. Bo% 368MED
we w NAm ARE PRG1 M L[
SAFETY HARBOR, FLORIDA 34695 KOWI1 rOR SWE PIWW ANI WS1 LS DRAWING IAAABQC
I AD—TD-0254
PHONE (727) 726-1138 IF➢1 ow mk w mw rRm Dun ii
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
2
STANDARD VERTICAL TE-DOM STRAPS OR ANCHOR
NUC%ETS (SEE TIE-DOAN SPACING TABLES-NORUAL.
AND/OR ALTERNATE- FOR YkU= SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL TE-DON STRAPS OR ANCHOR
BRACKETS TO BE (STALLED A YADDHIIW OF 2W
(241 FROM EACH END OF THE UNIT.
C•
NOTES,
Dfave N•APPAKq O % 14 DAWA APPROVAL'
1. LARGE OPQNING - ANY OPENING WDER VAN WX TE-DOWN SPACING ALLOMD.-
F EN:8703571
2 VERTICAL TIE -DONS WAY EXCEED THE STANDARD VERTICAL TIE-D06N SPAa _ROVED
BY
,
SO LONG AS THE AVERAGE SPACING [ (A+B+C) / J ) DOES NO] EXCEED TILE
4A)]411 DE-DOYM SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAIE
�'•. /� k, .>LN 1 5 Im
�'.
TIE -DOWN SPACING TABLES (SEE OILER DETALS1
F • . I . •' ��� �:
INC
J. INSTALL FRAVE DES AT ALL VERTICAL TIE. -DOWN LOCATIONS
�is/if otj �11ENNo%
ID P2EY
4. SEE AD--0001 FOR ADDITIONAL REOUENTS
_.���
:+.-,,ev:mfWQmx
AXONOR BRAO(ET AND TE-DOWN
DEYM ARE DERTFED BY OT DS
JACOBSEN HOMES
NO=
TasEs[C V.�i%BPAADDRAW=AM
DRAM( BY: DATE
C.L.Y. 5-31-95
REV. LETTER:
P.O. BD% J68
It
DRUM. PRDW URY. AND mRDa>Inn
YATOWa OF JkCMMX RANXACr"o
■a s a 5 ARE rRo to ra
DRAAwc nTLc TYP. SINGLE WIDE T/D
SAFETY HARBOR, FLORIDA 26-11 34695
PHONE (BI]) 726-1138
Toll 90 WA AM
Wq ra AM YRi S
Tarr
DRAWDIG MUBFR
nk
mlFmmrA AID soar ma ones
U
AD-TD-0300
72
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
h
4F NOTE 2 1
11
A B C'
LARGE OPENING 24'
SEE NOTE 1
e
I I 0111EIN SUPPORT lE-DOYIN STRAPS AEOUSD AT COLUMN LOCATIONS
ON FAIN SIDE OF O llM GREATER THAN 4B' IN MDTH.
e
1
IRLII-WIDE FLOOR SHOWN
SEPFRATED FOR OAAITY
STANDARD VERTICAL TIE -DOWN SIRAPS OR ARM '
BRACNEIS (SEE TIE-DDWN SPACING TABLES -NORMAL 4
AND/ON ALTERNATE- FOR MAXIMUM SPACING ALLOWED). P
ALSO SEE NOTE 1 '
STANDARD VERTICK TIE -DO" STRAPS
OR HIM
BRA DIETS TO BE INSTALLED A MATIMUM OF 2-0'
(241 FROM EACH END OF THE UNIT.
SZT� aCu F
FOR TPLE WIDE RP�NHDESIGNS,
ALLTIE-DOYN STAS ASSNOT19DfM
•N0.
NOTES,
4nO•,!li L
DANA APPROVAL•
1. LARGE OPENING - ANY OPENING WIDER THAN MAX TIE-DONN SPACING AVOWED.
NE8703571
OVED BY
2. YERRCAL TIE-DOYM MAY EXCEED DE STANDARD VERTICAL TE-DOYM SPACI ,
e u
SO LONG AS, THE AVERAGE SPACING [ (A4B4C) / 3 ] DOES NOT EXCEED THE
MAIYUM TIE -DON SPACING FEMED ON NE APPROPRIATE VERTICX/FRAE
9 . TA F+ OF �� u
/
��
� 5
TE-DOWN SPATABLES (SEE OUTER DETAILS}�7L6 CING
3. INSTALL FRAME IS AT ALL VERTICAL TIE-DOYM LOCATIONS.
.�`TS/'........ Et1G.�
ANAL
4. SEE AD-TD-0001 FOR ADDITIONAL REX1IiEMERTS
i .�`
TE—THEM
.oAwc1.
EVI!(ENNBBMiT11'SMI
DCA1fF5 ARE fERISIFD BY OTHERS Y
JACOBSEN HOMES
RCVS AND
MY srcanutnrs AND oRArws ARE
MMU. PROPRVW. ANTI 6oauwnAE
DRAWN BY:
C.L.Y.
DATE
6-1-95
REV. lETiE
'RATING n11E 1
TAD
VATMA1s OF JACMMN Um"Acr"c
TYP.
''
MULTI —WIDE
P.O. BOX 368
„
PC So RAMMS ARE PRN" TOM
DRAMNG NUTBER F
I
AD—TD-0310
SAFETY HARBOR FLORIDA 34695
PHONE (013) 726-1138
AEDPOR rm 9`MR R16`64S NO MM K
AiRI mV fa m SEOU m1 OnaS
73
u
SINGLE WIDE TIE -DOWN
PIER
HT.
ZONE I TIE -DOWNS
(REWIRED AT OPENINi
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.)
SEE DETAIL — V
NOTE:
C SECTION
SIMILAR TO
SINGLE WIDE
FRAME RE —DOWN
FRAME TIE —DOWN
DOUBLE WIDE TIE -DOWN
I MARRIAGE WALL
I NOTE:
I OPENING TIE —DOWN
I A k e secnoNs
SIMILAR TO DOUBLE
(REWIRED AT OPENINGS
WIDE TIE -DOWN
ONLY. OPnONAL AT
I
SEE DETAIL — 'A'
On1ER LOCATIONS.)
r SEE DETAIL — V
TRIPLE WIDE TIE —DOWN
TIE -DOWN STRAP
SNG E HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
OE WITH 2O25J ANCHOR A DOUBLE LEADED GROUND ANCHOR MUST BE USED)
STRAP BUCIALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
CAPACITY MINIMUM WI
IMPOSED BY THE TIE -DOWN STRAPPING (3m. LBS. MAXIMUM
FOR EACH TE-DOWN STRAP CONNECTED1
DETAIL V
- 60'
TYPICAL TE-DOWN STRAP (1 1/4' X .03T MINIMUM
ZINK COATED STEEL STRAP, OR EOUAL WAIN Blso+
CAPACITY MINMUM) $ 1.5- 47ZS 41 ULTlrvrw
I-oAAO 2gpAerty
PULL DOWN TIGHT TO --I
GROUND ANCHOR DETAIL 'A'
NOTES. OIO,IEtV�AAJUZ •��,• DAPIA APPROVAL•
1. SEE DETAIL TI' PACE 4 AOR MARRIAGE WALL OPEN@p� APPROVED BY2. SE DOWN SPACING CHART ON PAGE 2 OUR To I"T'-6" TRIG 3P4Y. FiO.0�354'�.Hi
ANCHOR AND TIE -DOWN PLACEMENT. P'✓'• p 9E� 2
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN K' OF AIQ qL7
PIER CONSTRUCTION.STATE .' i..9 ..•• � INIa
ORLO
•+.C�ST�: ••• _..r\�,�� �aaaA:Tmwowcnscvnm
JACOBSEN HOMES
TRESS scanun OTIum MW;5 ME
WOOL PRWMaMY. Alm DWMTV[
°Y RR
°A 10-31-95
�' LET m
DIIA1'fNO 7111E:
P.O. BOX
MATMAJS OR JACORYN MwACRO%c
ZONE ITIE—DOWNS
„ HARBOR,)?O6-1138 95
SAFETY OM
K 9 WA1FA6VS AR PR4.4CD TO IRE
DBATVIG NUUBDt
PHONE
wl eNfmnu PC a5� �
AD—Z1-0001
74
75
ZONE I TIE -DOWN PLACEMENT
///---TYPICAL I -BEAM
71E-WW1
MAIN FRAME I -BEAN
�4E NOTE II —
\ �-• FRAME I -BEAM
MAIN
END ISPAAMI
SPACING
SPA NG
SPAO�NC
SPACING
I FACING
I ABM
PUy 11
END CENTER CENIIER CENTER CENTER CENTER END
nuns
y.UY 4
jwM u
TYPICAL 1-BEAM
TIE -WW1
MAIN FRAME I -BEAM
SEE NOTE f\i\J NOTE jl-/
MAIN FRAME 1-BEAM
`MAIN FRAME I -BEAM
END
SPAFINC
CENTER
SPACING
CENTER
I SPAONC
FND
ISPACUNCI
NOTES,
T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
�: 7k :*
STATE OF
O
ce
IN
APPROVED BY
N�■ ■ 11 `
rtcw Rwre+uaoto¢
coata�AvwmbTa�wcb
JACOBSEN HOMES
■
„ P.O. BOX 368
NOTICE -'!
,NESEsxanCAT04M9DRAW=ME
MONA. PROPWCTARY. — DLI0IDFNm
MATMU OF JACDB9•N MAWXACTLPoNO
ow"lM'
RR
DATE:
10-31-95
REV. IETTm
GNAWING TITLE.
TIE —DOWN PLACEMENT
SAFETY HARBOR FLORIDA 34695
ffrM %NOLFV SIBS
��yp O Q
DRAMNG NUMBER
PHONE (813) 726-1138
IDPT
WTOM mat
AD-Zi-002D
76
II I
ZONE I INSTALLATIONS c
b
1. FOR HOMES LOCATED IN ZONE 1, FOLLOW THE MANUFACTURER'S ZONE p2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
jr
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S !INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/Ok LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
I y
I I
j
I
BY aCY.
FEB 0 1 2000
JACOBSEN HOMES
Ho7Icm
MSCWKATxd NaI Ot.a�sv�
ML2-1-00
xv
°"7Otl"' °i10"" """"" ""`
MA61N911AL•
° c ZONE 1 INST.
\�
P.O. Box aye
xe 9" v�+nws uc auva9 m ra
J�
SAFETY HAR80F. FLORIDA 34695
NUM M f6fC N ua YRf uI
DRAW= K=EIt
PHONE (727) 736-II3e
xcri�ueamnwma¢
1 ii - ( AD—Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/nORMER I \
LONOTUNNAL TIES ONLY REWIRED 0 EA HALF
OUTSIDE BEAM THIS W. EXCEPT FOR ZONE 3
EXP.'D' THEN 2 REQUIRED EA HALF
(E. ONE EA WEAN, ETC-)
VERTICAL AND DIAGONAL TIES NSTALLED ALONG
THE SDEWALLS SAME AS THE VAN UNIT.
VERTICAL DES AT CENTER LIKE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOOREMENTS.
24A MAXIMUM SPACING TO FIRST SOWALL DE
FROM EACH END OF THE UNIT (SAME AS TIP.
DOUBLE MDE DE -DOWN REO IRDFENTS}
2 LONGITUDINAL TES REWIRED AT EACH HALF
INS END ONLY.
MAXIMUM PIER FOIGNE FOR VARIOUS ZONES
(REFER AM TO SOEWALL DE-DOMA MAXIMUM HE)DO.
70NE7 ZONE A
EXPOSRE'C' 90' 56"
EXPOSURE '0' 39, 46-
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION. NAILING ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
````AAA1p1111 ) NFAAAAA'
NOTES: EN ,R SAL•'-.. DAPIA APPROVAL•
L FOR WAD SECTIONS, EACH 'DOUBLE SECTION' OF THE UNIT SRALL BE DESGNED � QNo.�F0 **. APPROVED BYE,,
NDEPENOENT OF THE OTHER STRUCTURE (IL SIFARRAIS, TE-DOWN5, BOX -
US, � EN 0357
BEACOLUMN SUPPORTS, ETC.. ARE CALCULATED FOR EACH DIAR-SECTION.) _
- ift. AM 1 5 IM
M� INC
Auuw.v.a
n mlm o slvcwx
NOTICE UNAWN BC DATE Ntv. ltNl[II:
JACOBSEN HOMES T"SPEeR6A1XX6kmcummAM C.Q.Y. 5-16-95
NXEONAL PRfPIMLTARV, AND CDUMTVL ORAMNG TITLE:
P.O.
„ MATERIALS OF JACOBSEN 1NARACIANc ADDENDUM -IOTA UNITS
. IKc WW MAWQ S ARE PR%= TO THE
SAFETY HARBORR,. fLOR[RIDA 34695 HOVB FOR SUM � ND WST K DRAWS NUMBER
PHONE (013) 726-1130 IDTR WWII& ND =v INN alwam QUADADDI
78
I
(
l
L1. E\.AIUl' tLJ0L1V1DL1 P%in 1V1UL11—TT1LL'J
it L
6
30 CA GALV. STEEL STRIP (
1111ALID OVER
MAN UNIT JOINT (SEE PLAN HEY' BE.OTQ 7
3/8
' % S• LAC SCREWS
II' O.C. (ZONES 2 t 3)
A STACIENED
DORMER
I
� 1I /(� I
�L/y\S�/,J\�
OOF
RPERWEIEA RAIL
OR RODE BEAM
II k
OPTIONAL. TRIPLE WADE SECTION
moss
-SECT aL
OR ORAO RIDE SECROKS
CENTERLINE CMCTON FOR OUAD TRITS IS THE
SANE AS FOR THE MAN UNR (REFER TO SET -II?
D:TAL9).
30 GA. GALV. STEEL STRIP
}
I• % \ENGTH of ROOFzSSECTIOIS
1 OwaAPPCD Im1)
W/S REES AS stD"N'
IHSTALL ROOF CAP PER SET-
.
EP YIN. OM GALV. STRIP.
(SEE NOTE 1)
i
PIAN MEK
it f
�I k
30 CA GALV. sTin STRIP
SECURm VAIN 7/16- % 16 GA STAPLES
au PENETRATION INTO DEC K
2 • O.C. MAX SPACNC (TYP.)
�. NOTES, Offmu'W-_,uW L
-"\ST
1. 30 GA. GALV. -GALV. STRIPS USED MAY 6E WWO DEFLECTORS --N0. REMOVED FROM ROOF IN CORI%DCN
_ (EXCEPT FOR STAPLE HOE51 _ ENE870.
• STEEL STRIP MAY BE CONDAVOIS OR PIECED,
:
2. 9@TOES N THE DORMER AREA Of THE WAIN UNIT MAY
BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ORSNE THE S9NOES URE-UP
'.
%��%Y`, •D',A1
FROM ONE SECTION TO THE NEXT.At
�i���tSsio •'...•
''
JACOBSEN HOMES
NOTICES NAI
THESE 9[OKTTIDIS AND DRA. ARE
Ip111
rDRA'0
P.O. BOX 368
SAFETY HARBOR FLORIDA 34695
Opp PHONE (BID) 726-1138
CRONM. PIMRR[TAAY. AND O]pxDllYl
MK�°� O' A.,� MNtRAnOm c
K 91N MAW ARE PRC T011[
ROON TOA 9M PLIPM Ala MIT BE
UT cmf mV AM YaO.T Ilm 0DaE
.::D BY
PINC
I "15m
C.L.Y. J I - 5-16-95
ALT. ROOF ASSEMBLY
79