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SET=UP MANUAL ADDENDUM
JA ;OBS
HOMES N
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727).726-1138
I NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others. _ - - n il
REV-01 /10
0
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
1
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=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
HOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL. RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
APPROVED BY
"15m
INC
NOTICE DRAWN BY: DATE: REV. LETTER:
HOMES
TNESE SPEonuTNxrs AND ORAflLNGS ARE C.L.Y. 5-30-95
CIAONAL. PROPRIETARY AND CONfWTIAL DRAWING TITLE.
MATERIALS OF .IACOBSEN MANIXACTLIRINC
P.O. BOX 368 W- 2" WATERLALS ARE PROWO TO THE EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 RECPQiT FOR SPECIFIC PJrM AND MOST BE DRAWING NUMBER -
PHONE (813) 726-1138 IVT CMUNTIAL NO SEOIET n= OTNETS AD-AC-0001
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DIC_CONT1mUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
INOf .`
r141NIC"'.
"ClIfttW V�fl110 wrt
SamMOM1p►tIWrOWtti
NOTICE: DRAMH BY: C.L.Y DAIS: 9_28-95 REV. LETTER:
JACOBSEN HOMES rAESE sKonunONS AND WWM AM B
01MI, ®RM KTART. AND 0WIDOMAL DRAMNG llM
ARE PROMM 10 TIC
P.O. BOX 368 MATERIALS OF JACO85EN MANUFACTUtwG W.H. VENT. SYS.
„ SAFETY HARBOR. FLORIDA 34695 A(cpad Fat vccncs RRP= uD *AT K ORAYMG NUMBER:*
PHONE (813) 726-1138 IVI COWIDDrnA AND SEm nm omoa AD-AC-0100
3
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1 /2' MIN. 3/8' X 3 1/2- MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0,016' X 1 1/2' MIN. STEEL
STRAP ® 48 O.C. MAX. SPACING 1 4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS INSTALL WOW SHIM AT ALL LAG
TO 1/f, INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
NDS01
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL DGKWRES)
WD ID!E
coxaK
3X X 3 1/i LAG SCREtr
30 GA. STRAP FASTM W/
7/ii' X 19 GA. STAPLES
We We
DrosuR_E
Lf+ORNL NL]j M OF FASTODS REOU 0
o.131' X 1 1/f NAILS
7/11r X 16 GA. SUIRES
MAN" SPAS
MAX•Lu11 SPACING
.�
IV DG
2 1/4' 0A
3
S
2
2
V
17• D.C.
1 71f =
b'
4
7
If O.0
Y ox-
'C'
4
7
3
3
b•
le ac
1 1/Y (M
b•
i
e
NQTTESo
DIGNM APPiiOYAL•
DAM NVIMAL•
APPROVED BY
I. 1' MK IDOUTXXI IS REQJRM ON STAPLES FOR YK 0.016' STRAP.
Revised
�^ Z ,0�
2. WW WINS 70 BE � FROM SPF p UK OR BETTER
(r X 4' X GAP DOTAL WL S&I
say 2a,2oo6
P11INC.
OSB OR PLYil000 MAY BE USED F T Dun EQUALS GAP MDTH-4' X 4' OL 30rJohn
C. DL an, p t,.
3. IW NAMA SDEVALL HWff.
C .
!�2 En H ring, :'!u
FEDETTAL MANUFACTURED NONE
CONSTRUCTION AND SAT ETY STANDARDS
4. � CTHLR DETAIS fiXl SEAIDIG fLGORS FOR AM lFLIiAR01l
JACOBSEN HOMES
r-m 9TWWASSM AG D11 WN= W
°R"""" 81' M T
DAM Q5-22-06
REV. LETiEk
Cox 36aORI
D�,L. TmT AM cmomwK
w> Dr JAC01 1 MAHiA ASM
We S" M„MW AN �n 10 x
DRAW 11TLLb
M FLOOR FASTENING
ARS
SAFETY HARBOR, na1roA 34e9s
PHONE (813) 726-113a
I�a>BTI Berns ROM NO rust K
om cor onLL me ar Am oHn
DRAW NUMM
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
��N����Dee��SQ�01
iu TM:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131N X 3 1/2' MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
EN6 W APPROVAL DAPIA APPROVAL•
APPROVED BY
Revised
S �b May 24,2006
John C. Doeden, Pl. INPIINC.
K2 Engineering, Irla RONAL NA"ACTUNEO NDM
CDNSTRUCT=AND SAFETY STANOANDS
JMEJ FT
JACOBSEN HOMES
PA BOX M
1MN � DiAVO Aa
rWWMIAR% MO garmu" L
WTO U w i1 mm ~Acpj"
u"� or M T
"' 05-22-06
R~ LLFIUC
B
WANG 1111E
M/W WALL FASTENING
�3�1389SVTm��
wt marAmm AA[ P"0►Cea 10 m
NO
DRAwc 1uetPHO(e
j i261
m �IXN �
AD-FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
30 -GA. GALV. STEEL STRIP01
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MAX SPACING).
.30 GA. GALV. STEEL STRIP
'6' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
KIND DEFLECTORS REMOVED FROM
-LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WADES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WI ES
�\
PLAN VI
1 4' 2 3 4'
3/6' X 5' LAG SCREWS ..LAG SCREW ME BACKS
TRIPLE WOE ROOF UNE� _ (2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES
INSTALL LAG SCREWS _ SEE CHART ON AD—FA-0001 .�/'— FOR TRIPLE KIDES
AT A 45' ANGLE FOR MAXIMUM SPACING /
STAGCEREO 2 1 4 2 3 4'
14'TO34'GAP
ROOF PERIMETER RAILy I
OR RIDGE BEAM
(FOR ROM BEAMS SEE NOTE /4)
CROSS—SECTION INSTALL WORD SHIu AT ALL LAGFOR CAPS IN ROOF SYSTEMS FOR GAPS TO 3/4', INCREASE LOCATIONS FOR LAG SCREW TO GO
AND FOR
TO 1 INCREASE LAG LENGTH TROUGH AND TO KEEP CONNECTION NDS01 LAGTLGFIT.
c LENGTH 1 1/2'. (SEE NOTE 2)REF CALL. PG.
(ALL ZONES) CROSS—SECTION iW//�!. C WA- 91.01- 91.07
(ALL EXPOSURES)
NOTES:
DIGNDA APPROVAL:
DMIA APPROVAL•
L 2 I/r' WL PDIERAAON INTO REOUwm HENBEB IS RE"a FOR LAG Spirit
2. TADD 2W 10 K IIF FROM SPF A UK OR KT7EPL
APPROVED BY
(Y X 6' X CAP wav NIL SIZE)
(02 OR R7IFOOD NAY K USED IF 7HIWESS EQUALS GAP MD1 4' X 6- MR SZE)
Z SEE OM OETALS FOR MUPLEiD1G ROOF NIEAEC7i0lL
� / �
vis
AIyReed
s , 2006
i24
4. *0 FWALLM A LAC SCREN KM A Ma ^ FRSi-ORAL
LL 3/IF
John C.1J08�, P �.ON
INC.
A aLARMCE
NOSE 7HROM THE FIRST ROM KALL SEC% -ORiL A 1/,V HOLE 1HR000L ft
K2 E.ngr7eernrg, Inc
FEDERAL MAWFACTUAEO NOME
RECE)IING RIDGE KAN FOR 7HE THREADED PM10 OF LAG W F f THESE DNS ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR 31V LAG =REMIS MY.
S We MAMM SEML HEIGHT.
JACOBSEN HOMES
THg SFiC711'JETNlo06A.DgGS1FGS Ni
DRANN Elt M.T.
DAZE 05-22-06
\I
P.O. BOX 368
PRaNUNIT. AM od.>o wm
1ux;wu or Aams l �ACRF"
� SM WATUM AK MAOM to THE
DRAriHG 11LE
M%W ROOF FASTENING
SAFLs7Y HARBOR. FLORIDA 3{6115
PHONE (613) .728-1138
AE> mff F111 gum p rm No um K
WT C"wax on =lET RON MEL
CRATING HLIM !
AD-FA-0020
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL ROM CAP COVERING
LENGTH OF ROOF (MIN. f OVERLAP AT SEAM)
SECURED WITH #B X 7/16' HEAD X Y' FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WUTHIN END ZONE)
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(AL- EXPOSURI!S)
T--
CENTER OR MATING LINE
I
I
.I
8 X 7/1r HEAD X 2'
j L.LY THREADED SCREW
(NO MORE THAN 12` O.C.)
I
I �
I o
a
1
1
1 8
m
m
1 �
1 v
1
1
1
METAL ROOF PANELS STOP
APP. -3' FROM CENTER LINE
"k-30 GA. GALV. STEEL STRIP
V X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED WITH 7/16' X 16 GA. STAPLES
FIAT. PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING)
I. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
L STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
S. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS.
V 7 IN S10,2008
I. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND @�'0100.'r�ii, •� 7A1INepC.
ME
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN rfoeuu MONAD SAFKANUFACrUREST
g� �TIG consrnurnon ano saFEnr srnxo.aos
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
Lmnm Bpi D.M.T. 08-25-08
JACOBSEN HOMES
►MMAM AM
GMAL rAnr. AM WFOOM OA V= ME METAL ROOF RIDGE CAP
P.Q. 80X 368 MAISM W AACMM MAIW�ACIC�l6
W. 5M MA78AU ME POM A M
SAFEW MAM
P HO�(s13) ins-1i138 4605 WT oo mw Fm � °� AD-FA-0021
rA
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
t. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS PROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES). a1rJ t 5
{7iM Vw/K1lRmIQE INC .
71Ki� YO WCTY SU/OYtiy
NOME. DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES nesE sKO11 7MS AND DRAWNCS ARE C.L.Y. 6-5-95
■ CRIMAL PROPRIETARY: AND CCNROENTTAL DRAWING 11T1F
P.O. BOX 368 MATERIALS CF JACOM UANAACMUC M/W ROOF SEALING
„ SAFETY HARBOR. FLORIDA 34695 NC 20 MATERIALS ARE PROKO TO TNE
PHONE (813) 726-1138 P cR TIAL �KOM 110 `o`n+'T>�B °RA"Nc NUMBER: AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
0
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
_
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
JUN 1 5 W5
INC
JACOBSEN HOMES N°ncDRAWN BY: DALE: �V• �II>x
TNESE sPEarTuna+s NO DruD wNcs ARE � C.L.Y. 6-5-95
CRIGNAT. PROPRIETARY, AND COWIDEMTIAI. DRAWING TITLE:-
P.O. BOX 368 YATERIAES OF JACOWN YANR'ACIMIG M/W ROOF SEALING
DIG WOli YATERLA S ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 95 i WNO PAND DRAWWG NUMBER:PHON(813) 118 VTCOWIAL SEwnu� AD-FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. TNSTAI f.AT10N•
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2 INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN INSTALLED (THIS FlASW MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
1 LOCATE THE HEATH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLDMNG
THESE STEPS
A. CAREFULLY PLACE THE HEARTH EXtMON N THE PROPER LOCATION N FRONT
OF THE FIREPLACE ASSE 3X
IL SECURE THE HEARTH EXIEN90N TO THE FLOOR W/ 4 18 r 2' WOOD SCREWY
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WLTH A NON-COMBUSTABLE CAUUMG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
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
APPROVAL•
APPROVED BY
.JW 2 8 t995
4DLMlmw1f#=mmm IN
cawft=a#m&vm
J AC 0 B S E N HOMES NOTLCE DRAWN BY:. DATE REV UTTER
�� ��,7M ,,,,D DRAMwa ME C.L.Y. 6-16-95
r9s
OffiGNAL. PROPRIETARY. Afro COHEWTK DRAWING TITLE
P.O. Box 368 MATEMALS Of .IACOM MA "ACTL UC SHIP -LOOSE HEARTH
SAFETY HARBOR, FLORIDA 34695 RIG R M MATERLALS ARE PRONDED TO THE
PHONE (813) 726-1138 IVT CMMIK AND �S�y j� DRAWING NUMBER
AD-FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A -I working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEV.
INIIWA t 5 20
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED BY
I '41�
NP]INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STMDM
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW HINGED TRUSS -
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
rr
, I , o", , 14 - /�x
L
SIDEWALL _
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
7`1E OVERHANG OUTLOO M (PURUHS). ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(IB' X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING
;:•_`O
MARRIAGE WALL
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
3/8' SHEATHING TO BE INSTALLED ON -SITE.
WINOZONE III
(I10 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
-
DAPIA APPROVAL
1. 3/5' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2' X 1S CA- MIN. STAPLES 1 1/4' O.C. AT PANEL EDGES AND 3' D.C.
Al ALL FRAMING MEMBERS. (NO GLUE REOUMM)
APPROVED BY
0
r14
MAT E
a
tuva S
N
INC,
K2
FEDERAL MANUFACTURED HOME
�)�,
CONSTRUCTION AND SAFETY STANDARDS
Z9.
JACOBSEN HOMES
NOTICE:
THESE sPEanunoNs AND alAwwcs ARE
DRAWN BY:
R.R.
DATE
4-27-98
REV. LETTER:
■
„
P.O. BOX 368
ORIGINAL. PROPRIETARY. AND COWIOENDAL
MATERIALS OF JACOBSEN MANUFACIURING
DRAWING TITLE:
SAFETY HARBOR. FLORIDA 34695
PHONE (BiJ) 726-1138
W. SIICH MATERIALS ARE PROWDED TO 1HE
REPI�CNr rcR wfOfIiAL x KNIM Sr vE
TRUSS SHEATHING
—`
DRAWING NUMBER:
iAND o
AD—HR-0001
12
HINGED ROOF DETAIL
COMM OF VAMI TO RASE ROOF RW
WIN Pmm ID SET-1P Pam l5
APPROX 22 to.
al ma ROOF Sfm smmmlar WIH
APART. UXAX IFIM P= trite 3r W
00 W ROOF KC11014 M AOD 1FWC WHN
2FWOFA911Ct:N1KRNM
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET-UP POSITION
NDS01
NOTES:
1. WAfi RAtU ROOF SECT O! N H RALSiD POMM WME S141 U H =
NG POM KID Pas=
HtU xKc POST TD WM it ^
6 w j3 fm m POST TOP m
•110ItT■MSOUDR3-tlYr
am
REF. CALC. PG. C-RF- 223.0 - 223.6
John C. Doecien, Pk.
X2 EnlTir e*rmg, Inc
)AM APPROVAL•
APPROVED BY
NilRevised
Jun 06,2006 �
INC.
FFDFRAI YANIFArr NFD HOW
CONS7RUCTION AND SAFETY S7ANOAMYS
JACOBSEN HOMES
lm > NO WAUM ME
umm. M MMMY, ND COI.nNXM
W11aMl GF �I YANFA00M
mot BY.
O.A.
06-02-06
A
DRAl1NC MILE:
HINGED ROOF DETAIL
PA Box 36e
LN
UG 9= YATtAO AW FWAOM 10 lE
DRAVW NIAIBER
AD—HR-0002
SAFETY HARBOR FLO WA 34695
Oft la 94�fIG PRM NO UC K.
gol ones a
PHONE (813) 726-1136
m
wT Omn L NO
13
HINGED ROOF DETAIL
LWERLAYMENT TO BE GWED 3" MIN.
ON BOTH SECIMS, OF HRNCE ROOF.
FOR WIND ZONES 2 AND I
RAISE EXTENDED SHINGLE AND UNDERLAYMENT k@-
AND A MIN. 4 1/f 1NDTN OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXECI ROOF SECTION.
(M IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X B' BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE WITH
3-15 X 3' WOOD SCREWS EACH SIDE CF GAP.
APPROVED BY
11110110.0 Revised
N1 Nov 30,2006
INC.
fEDERAI DANUFACNRED19011E .
ODN6TRIILTIDN AMD SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
1NNDZONE 11
(110 MPH)
ALL EXPOSURES
MOTES: FNGlW APPROVAL-• DAPIA APPROVAL
I. PACE RAM ROOF SECTICR N 11E RAISED P0970 BEFIX STIWONG HINGED
KNG POSTS IIR) POSIIi@L
John C. D09dM P-I.
K2 End I•
JACOBSEN HOMES ram �cF maa Am oa►Wm ME MAIM or D.T. °" 10-02-06 UL REV. lF1TER
Mmn a+ • PRaP CM- AM aol WMX DRAW 117M .
AR eox >se � � ID 7W HINGED ROOF DETAIL
SAFETY HAR80R. FLORIDA 34693 MCMIT RR 3= RMPM AID AM K DRAW NUM6ER
PHOHE (613) 726-1138 anDosmoQ"=aDior.Ras AD—HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN .
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 ONE-PIECE SHINGLE
CONTINUE 15# FELT TO ROOF PEAK UNDERLAYMENT
0
2• MIN. OVERLAP (TYP.) o
F
N
_'6' MIN. TAR AS SHOWN
.(APPLIED ON SITE)
I............
1 :: SEE NOTE:.::::::.
j
r� r MR
SEE DETAIL 'A'
1 I �
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (1' X 3/4" X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15j FELT AND SHINGLES.
DETAIL -'A
NOTES:
1. CEMENTING OF 15f FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
2 FASTENING OF 15j FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - . 0
3. EXTEND THE FIRST LAYER OF ON SITE 15# FELT ONTO THE FIXED ROOF A MR OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6- MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-ODD1 (WITH SPECIFIC END PANEL LA1f0U11
AD-HR-000Z AD-HR-000b, AND AD-HR-0004.
cill
JACOBSEN HOMES xoB NM MUM AK
GNINAL PROPRETAR7. AR0 CoIFaDm
MAIMS OF dAoaW MMWACRIM
„ P.O. BOX 368 NC. KIM MAIMALS AK PRONGED 10 lE
SAFETY NE(111HARBOR. FLORIDA 34695 K" MUM AM � � ��
PHONE (a13) 726-1138
WINDZONE III
(110 MPH)
ALL EXPOSURES
A PROVED BY
Sep 12
INC.
FEDE AL MANUFACTURED HOME
MN RUCTION AND SAFETY STANDARDS
M.T. 9-20-03
SHINGLE AND UNDERLAYMENT
AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 1/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 15' O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SWNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL YWNDZONI
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
CRC - 167.01 - 167.02
KER APPROVAL DAPA APPROVAL _
APPROVED BY
Revised
O� IN JtErl 09,2006
Jahn 0. uot�, f F.E. nlNC.
FEDERAL MMNIFACFURED NOtlE
CONSTRUCTNNI IND LFETY R�IIDtliDS
ER."ring, ITEC:
JACOBSEN HOMES
mu wEer"Dws me MOWS me
vm By O.A. I
DATE: 06-06-06
REV. LEnE"`
P.O. BOX 368
MONA- PRCFIKIART, AND CwmTw
wasor itcom "A<,"
W- MW YAID U ARE PW ED 10 TIE
DRAMG ARE:
PEAK INSTALLATION DETAILS
A
SAFETY HARBOR., FLORIDA 34695
RECRO"
PHONE (727) 726-1t38
rCR VECFr HNGQS AIID IRAs IE
mr ooynolnu ANo SLOW Fam amn
ORATANG IAl16ER
AD—HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF OEC( AND/OR E)OSTING
FELT AS SHOWN.
NOTES:
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF MOTH A 6' MIN. WIDTH OF
ROOF CEMENT Al EACH END TO
ROOF DECK AND/OR EMSTING
FELT AS SHOWN.
IBY
AUG 01204
INC.
J AC O BS E N HOMES IH:SE sPcoPlu►NMDRAIN BY: DATE: REV. LETTER
TRWS NO AMo oaA.lcs ARE M.T. 7-2$-04
= MAL PRWKTARI. NO CCWIMNnAL DRAWNG TITLE: _
„ P.O. BOX 368 YATMALS OF JACOM YANWACTLOIK SHMHGI.E/UNDERLAYIIENT INSTALLATION
RIC 9" YAIMALS AK PROHMD TO 1K
SAFETY HARBOR, FLORIDA 34695 MCF61 FOR 9i0AX PIAFM NO BAST of DRAMWG IARJBER:
PHONE (727) 726-1138 IPI CaILDIIUL NO MET nKm O MM AD-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
MBAR W/ STAPLE OR NAIL
BANDING STRAP 14RAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
ODE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
I OUTLET. WHERE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8-
001"MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
.. J VIEW OF DRAIN PIMP
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES DEsE 5KCIRAHO4 MO DRAW=ARE. Tice Dow BY. R.R. CAh 7-17-97 rsv. tETiQt:
i d AAA FRM'Afir, Arm CofM'{AL DRAIM 1111F_
YAIOE.ALS OF VM& YANVACIYROC
P.O. eex 36e n_ mm VIRAL$ Ara klov m la na PLUMBING SUPPORT
SAFETY HARBOR, FLORIDA 34695 PUM FCR V=Fuvoo:T AM rust a uDRANNG NIMUL-
PHONE (813) 725-1135 an coxrmma"lou nmv onus AD-PL-0001
18
I NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
MAR V �
INC.
l HOME
R STANQAPA
JACOBSEN HOMES ntOTTce �»� T,T. UAIt �V• �I I&R:
TNESE SPECIFTCAnoNs MO ORAIYNCS ARE M.T.3-30—OS
ORIONAL. PROPRIETARY, AND CDNFTDENBAL DRAWING 71M _
P.O. BOX 368 INC. SUMMATERIALS N �,� �� OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECFIC PURPOSES ND MST BE DRAWING NUM:
PHONE (727) 726—tt38 KEPT CONFWTK AND SECRET Fft OTIM AD—PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 1- VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
— — --(SITE INSTALLED)
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED \— FOR ROOF VENTING BOTH FACTORY —1
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI -\L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES: DAM APPROVAL:
APPROVED BY
010 Revised
25,2007
OctONp I INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOnCL DRAYN BY: DATE REV. LETTER:
JACOBSEN HOMES Dm sKcwATIDNs AMD DRAYS m ARE O.A. 10-24-07
mocl OMMA4 PROPKTARY, AND coNmaiNnAL DRAVANG TITLE:
P.O. BOX 368 MA MALS OF'AMM MANUFACROW ON SITE PITCHED ROOF DETAILS
PC. SO MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECPEMT FOR SPEDFi6 PIRP O AND WST BE DRAVANG NUMBER:
® PHONE (727) 726-1138 KEPT CatfTDEMUUL AND SECRET M OTHERS AD-PR-7001
20
ROOF- TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16' X 1 1/2' X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE 11
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING
ING
oodoop-
SEE NOTE /2 18' MIN.
MAY BE RIDGE BEAMSI
DECKING NIp
(SEE NOTE J4) I
CROSS—SECTION
REF. PG. RC-07-DO44
NDS01
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW VNTH
2—/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAUS) WITH
AIO X 4 1/2' SCREAMS 9' QC. MAX. SPACING.
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED MATH 7/16' X 1 1/2'
X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' QC. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
C-FS3 - 88.01
3. SEE AD—FA-0020 FOR CAP TREATMENT BETMAEN SECTIONS. I .;ohn C. boeaon. R6.
JACOBSEN HOMES
Mao „ P.O. Box 30
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
K2 EngkmerkV. Inc.
NOTTCAL 1 CRATM at
,NESE �ranva AIE7 W.,rks ME
a.orr..29o.s,.r.. wo mnoo�29 a
DRA1Mfi TITL:
wlowus Cr .rcnEeg29 wiur�clue11c
ROf
Mc sm VATDE;11S AM PRo►am to >H
KOM Rl KaC MUD MI IM Ei
DRAWNG NI M
evr eawrlrw so smatr llm owc
1RNOZONE'0
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
DAPIA APPROVAL:
APPROVED BY
NIHINC. 2006
FE0E29u runs�aullH 11029E
COIISTRUCr10N •110 sNEW STANDAMS
O.A. 1 06-02-05
)F TO ROOF ATTACHMENT A
AD—PR-7002
21
RAFTER TOP
END ZONE RAFTER./OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OLIMOKER
19' O.C. MAX BETWEEN OUTLOOKERS
-/ oc ""�
2 X 6 OVERHANG FASCIA
THIS TRUSS NSWED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19.0
Alq 0 48.0
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT. AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA NJTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULIIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MA10MUM INTO TOP k BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUIL.00KER —/ %-- 2 X 6 OVERHANG FASCIA
W/Ii9N. (s) 7/16' x 21/2' x is GA. END ZONE ASSEMBLY NoIE:
STAPLES OR MIN. (3) .131' X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OULOOK s TO BE SECURED 10 EACH
TYPICAL AT ALL CENTER BRACES 1rBlss Of 1}E DOUBLE TRUSSES LOCATED
( ) IN 1HE ENOZONE PER FASTENER CHART.
-t S G E TRUSS ONLY
T REQ'D OUTSDE OF
i6' iYP. ili TYP. 3 FT. AREA
EXTRA TRUSS MAY BE
PLACED ON E11HER SDE
I NDSO1
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE R
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTT M PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
OUARM. .
FilETRAim
J31 PD NAIL
5
1 1/f
15 GA. -STAPLE
B
1'
#8 SCREW
2
1' (INCL TB')
OUILDONER FASTOM MAY BE IMAM MANDZONE 111
FROM TOP CHORD DOW IF PEIETRAI N ALL EXPOSURES
B WHAINED. (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
'--177-1e09,
.John C. Doeden,'Rk.
.K2 Englnae,, ing,- Inc,
APPROVED BY
ON
Feb 05,2008
INC.
FEDERAL 11ANI1FACI1IRED MOPE
CDNSTRUGTION AND SAFETY STANDARDS
JACOBSEN HOMES
Man
P.O. BOX 368
11E5ESPEG,.',.TlcA1DDRA..AK
0RR1m PKPR umT ND UMFE um
YATOM DF .UICOm MNl11F'ACO1�6
IN
U`"""`ff` O.A.
°"" 1-29-08.
RD 1tnM
A
DRAWING TITLE:
END ZONE RAPIER OVERFFANG ASSEMBLY
SAFEW HARBOR. FLORIDA 34695
PHONE (727) 726-1138
mw
WT omfowm = mm Tit011 am
DRAWING NufAlT� AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16" ON CENTER
TRIPLE WIDE CENTER SECTION PEAK
AK � -
— - -� -I -
SITE INSTALLED DECIONG ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION k REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL
ROWS OF SHEATH% SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
H I �MANUF. INSTALLED DECKING TO HERE
MIN. WIDTH PER SEA NG REQUREAIENT
APA RATED ROOF DECKING
(OR EQUAL)
9
v
WINDZONE Al
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L
NOTM
1. 1/e MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 Revised
o0o
SPAN RATED) DECKING (EQUAL OR BETTER). ,Jo n C. DO: R Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THEEflCLI ic•:i;i;, !EiCi. AiNC.
SAME DECKING PATTERN.
FEDERAL ■ANUFACfURED HOPE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2" X 15 CANSTRUCfION AND SAFELY STANDARDS
GA. STAPLES AT 30 O/C EDGES AND FIELD
NOTIC& DRAW BY DAIS REV. IJam!
JACOBSEN HOMES 1NF� 11Dm me D Nm O.A.to-24-0�
000ML F My AM DRAYIING 111M
P.O. eox 368 YATi1 is DT AMMSEN MANUFACRFM ON SITE PITCHED ROOF DECKING INST.
01-orm Nc SUCH MA70M Ni Pr#A n 10 RE
SAFETY HARBOR. R-ORIOA 34895 FZPW F5t SPMc 11IfRW NO MUST K DRA11M1G FiIYBFR
PHONE (727) 726-1138 WT aD1iIiMiHIL� No S m fro Omm AD-PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SQ. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J /
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
OVED BY
rIRevised
Oct 25,2007
NC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
NOTICE: DRAWN BY: ANC D O.A.uAlt: 10-24-07 Ner. LL"rX
❑ ❑ JACOBS EN HOMES THESE SKaMATION� ymGS A�A
ORIO UC RNOPNCSM, AND CONFiUFNM DRAWING TITLE:
MATERIALS OF JACOM MANUFACTURING
❑„ P.O. BOX 368 W, SUQi M ATERLUS ARE PROVED ID nRE SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR, FLORIDA 34695 RECKNT FOR SKOFX ROM AND MAi BE DRAWING NUMBER,
❑❑❑❑ PHONE (727) 726-1138 KEPT CONFMTi41 AND SECRET FROM OTHM& AD—PR-7005
24
ROOF VENTING
MARRIAGE WALLS I I
TYP. too SQ K CUTOUTS FOR
a_f V61tATO OF ROOF SICIION
(SEE DWI FOR REPAMENTS)
100 SA. IN. CUTOUT VENT HOLES
R N
SECTION
REQUIRED IN FLAT ROOF
(1601 X SECTION LENGT)t LUToul HOLES
0 TO 15'-6' 1
15'-6• TO 31'-3' 2
31'-3' TO 46 -10' 3
46'-Ur TO 6 -6' 4
62'-6 TO Ge-Gr 5
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW _VENT LOW VENT
a-lp
•SO SO. IN. VENTS REQUIRED
3 HIGH VENT IN SITE INSTAUED TRUSS SECTION
---r—
CENTER LINE OF CENTER SECTION
(m) : KCID7 IP161c mm rat I to. tort
I0 31'-I M3�&
4 - 10 fi-i ii to iS-
ar AMY= 10 POWAK WHIS
TYP. 50 SO. N ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
DAM APPROVAL:
PROVED BY
JUN 1 4 1
INC
AL MANUFACTURED H061E
RUCTION AND SAFETY STANDARDS
NOTT M DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES MNSKCFC1TM NO NMI100AK R.R. 01-22-04
000WL. PROPRCTA". AM OWMIRK DRAWING 11TLE:
_ P.O. 80X 368 MAMMS or AMCCM ~ACRMC ROOF VENTING
0t 9" MAMIMS AW PRDWW 10 1K
SAFETY HARBOR. FLORIDA 34695 Wrott FOI SKM ftal [S AIO PSI K DRAWING NULEIER•
PHONE (727) 726-1138 Ivy cwto zk me WWI nm OHM AD-PR-7006
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW _VENT LOW VENT
a-lp
•SO SO. IN. VENTS REQUIRED
3 HIGH VENT IN SITE INSTAUED TRUSS SECTION
---r—
CENTER LINE OF CENTER SECTION
(m) : KCID7 IP161c mm rat I to. tort
I0 31'-I M3�&
4 - 10 fi-i ii to iS-
ar AMY= 10 POWAK WHIS
TYP. 50 SO. N ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
DAM APPROVAL:
PROVED BY
JUN 1 4 1
INC
AL MANUFACTURED H061E
RUCTION AND SAFETY STANDARDS
NOTT M DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES MNSKCFC1TM NO NMI100AK R.R. 01-22-04
000WL. PROPRCTA". AM OWMIRK DRAWING 11TLE:
_ P.O. 80X 368 MAMMS or AMCCM ~ACRMC ROOF VENTING
0t 9" MAMIMS AW PRDWW 10 1K
SAFETY HARBOR. FLORIDA 34695 Wrott FOI SKM ftal [S AIO PSI K DRAWING NULEIER•
PHONE (727) 726-1138 Ivy cwto zk me WWI nm OHM AD-PR-7006
ar AMY= 10 POWAK WHIS
TYP. 50 SO. N ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
DAM APPROVAL:
PROVED BY
JUN 1 4 1
INC
AL MANUFACTURED H061E
RUCTION AND SAFETY STANDARDS
NOTT M DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES MNSKCFC1TM NO NMI100AK R.R. 01-22-04
000WL. PROPRCTA". AM OWMIRK DRAWING 11TLE:
_ P.O. 80X 368 MAMMS or AMCCM ~ACRMC ROOF VENTING
0t 9" MAMIMS AW PRDWW 10 1K
SAFETY HARBOR. FLORIDA 34695 Wrott FOI SKM ftal [S AIO PSI K DRAWING NULEIER•
PHONE (727) 726-1138 Ivy cwto zk me WWI nm OHM AD-PR-7006
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT/ SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING
FACTORY INSTALLED CENTER
SECTION OF ROOF
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
EXTEND PIPE 3' ABOVE SHEATHING
PLUMBING VENT (FACTORY INSTALLED)
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4- 81) NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
.y
SHEET METAL
SCREW
0-*-FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
Fq,A�(SITE INSTALLED)
VENT PIPE
0-o-(FACTORY INSTALLED)
DETAIL ' B'
NOTES:
tCONSTRUIlON
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. BY
Z SEE OTHER DETAILS FORROOF FLASHING INSTALLATION.
3. EXHAUST HOLE CUT DUCTIN MAYOF DBE RU . THROUGH EITHER A SOUARE OR ROUNDJUN4. RANGE AND BATH/AIR OUAUTY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH IN .
APPROVED GLUE. D HOME
ETY STANDARDS
NO.nCE DRAWN BY: DAIS REV. LETTER:
JACOBSEN HOMES THESESPEOMT06AMDRAMMsARE R.R. 01-23-04
COMM- PROPKIA", lulu WF10EMTYIL DRAWING TITLE _
M P.O. BOX 368 YATER1ALs a Y11NI1FACTPITCHED ROOF EXTENDED VENTS
.Ic. sva rr<roass AREE PaovoED TO
THE n[
SAFETY HARBOR. FLORIDA 34695 RECIMIT TOR S[CIIC RIIPM SO NMI K DRAWING NUMBER:
PHONE (727) 726-1138 KEPT CMgEMIK AM SECRET "ONER& AD-PR-7007
26
SITE INSTALLED, SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 9111 A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 15j FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN, 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I
-1 r r' -1 r 1 r -1 r--II ~ FIELD INST&M ROIi SHEATHING (lYP•)
I
6' WIDTH OF ROOF CEMENT WHEN LEDu
I f 11 I OPTIONAL 15f FELT IS INSTAL. us
r�
� t
OP110NAL LAYER OF 15E FELT
Ls
r I
ONE-PIECE SHINQE
UNDER/11NEM
ROOF SHFARK (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF 6' MIRMUM.
TO TO
3' 3'
a
FASTENING DETAIL WINDZONE t
(110 MPH)
ALL EXPOSURES
NOTES: uwjwscn rrrRurn; unrn, wrrnvr,uZ
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED.
Revised
2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED �RE
Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) �Oh7 I✓Q^�dvn� INC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 F-ng:i ic-04ig, Ina, NSTRDERK MONMANUAND
SAFE note
NSTRUCf1DN AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
"°MI
n� �1G11t>t15 Alo DRIINNS ME
ORAWN 9Y:
O.A.
OAIE
10-24-07
R,�►.IETTER:
OR ox. PROPR umx AN0 CD]ii mm
MAXIMS OF wwxlnm
DRAIM TITIfi:
SH?I U AND UNDE%ArmOT
A
P.O. e0X ma
Pt 9NA MATERKS ARE PROM TO m
SITE IWALLED
SAFETY 95
I1RAwrr� NUH
P ONE ( ) 72266-D 138
IMP�`t°1fmR T U MID FUN O m+�
AD-PR-7008
ol
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
" h/
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105" X 1' MINIMUM ROOFING NAILS
OR .113" X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME, WITH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES. NTH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
DAPIA APPROVAL:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH RAIN. 1- X T- X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
INC.
FEDE
ALMANUFACTUREDHOME
Cotis
RUCTION AND SAFETYSTAI•EIARDS
JACOBSEN HOMES
Nonce
T►csc SPECl1GTKiMS AID oRAWNGS ARE
DRAWN BY:
M. T.
DALE
02-04-04
REV. LETTER
DRAWING TITLE-
UKK4 , MWKIART: AND COII10ENRq
,I P.O. BOX 368
rAURLILS Or JKOBS I MANUrACTUFACTYP.
IIG SUCH YATERULS ARE PROVDm TO 1IE
FLASHING INSTALLATION
SAFETY HARBOR, FLORIDA 34695
RECPEMI FOR SPCOIC PWPOSES AW MIST K
DRAWNG NWKR:
171 PHONE (013) 726-1138
IXPT CpW1DEMIX AM SECREI RIOT OILERS
AD-PR-7009
28
ADDENDUM
GENERAL 'NOTES / TIE-DOW"NS
NOTES:
1. FRAME TIE —DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE —DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TlE—DOWNS.
3, VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE—LOW'NS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W -L ANCHCfcS ARE NOT
INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE —DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
ri DESIGN BASED ON 95 1/2' I —BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I —BEAM
SPACING IS ACCEPTABLE FOR 10' WADE SECTIONS OF MULTI —WIDE UNITS W/ 9T SIDEWAL.L HEIGHT ONLY).
9. LONGITUDINAL DES SHALL BE INSTALLED ON THE INSIDE OF EACH I —BEAM AT THE CROSS —MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 1 AND 16.
10. FRAME TIE —DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I —BEAM (AS SHOWN ON TIP. CROSS—SECTION
DETA4S) AND SHALL COME OFF THE TOP FLANGE OF THE I —BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION R0 TYPE OF SOIL IN
WO THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST If ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROHDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXMUM OF TWO LONGITUDINAL TIE —DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS —MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE —DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS —
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE —DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS —MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE AFPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE —DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET—UP MANUAL AND ADDENDUM FOR BLOCKLNG P,EQUiRELIENTS. ALL BLOCKING DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
OT S' "wnux rTUT i
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY — ENE8703571
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .�
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH. •.TAI¢
NOTIO+
JACOBSEN HOMES •'�4,p TT
THESE SPELIT1CA110115 AND DRAwNLS ARE
OHEOINAL. PROPRIETARY, AHD CONTMTVL EIRAMIN
,. P.O. BOX 368 MATERIALS OF ,IACOBSEN YNWAC1LRINC
SAFETY HARBOR, FLORIDA 34695 HNC SNT MATERIALS ARE PRONDED To THE
REH,pDlT (OR SPECIFIC RFPO45 NO IE151 BE DRAWN
PHONE (813) 726-1138 KEPT COWIDEE)IM AND SECRET TRW OTHERS
C.L.Y.
E D BY /a,
JM 1 5 T
INC.
OHM
ffnnq&m
REV. LETTEA
5-19-95
TD-GENERAL NOTES A
AD-TD-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES Ott & 1
ZONE II & III/EXP. C & D Z
j LONGITUDINAL TIE -DOWN SPACING TABLE
\r' MIN. WIND ZONE II WIND ZONE ill
V FLOOR SIN• On ANCHOR MIN. OTY. ANCHOR
WIDTH EA END O AN. EA. END OF ANGJ
EA. gCTION YIN. B EA SECTION MIN. B
�4 20'-0' 2 36' 2 45'
1 24'-0" 2 46' 2 60'
25'-42 50' 1 3 38'
26'-8' 2 54' 3 41
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN MAX VAND ZONE n WIND ZONE III
FLOOR EAVE Del.. NERD ANCHOR
HEAD ANCHOR ANGLE
SPACING DEL ANGLE SPACINGANCHOR
WIDTH OVERHANG LOAD
20'-0' 12" 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50'
24'-O' .12' 8'-0' 3150# 40'-50' 6'-8' 3150# 40'-50'
25'-4' 12' 8'-O' 31501 40'-50' 6'-8' 31501 40'-50'
26'-8' 12' 8'-0' 31501 40'-50' 6'-8' 3150 40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. WIND ZONE II WAND ZONE III
Y. ANCHORMINOTANCHOR
FLOOR Ek END ANGLE EA. END OF ANGLE
WDTMEASECTION vim. B EASECXN MIN.
B
20'-0' 2 50' 2 68
24'-0' 2 70' 3 50
25'-4' 3 45' 3 60'
3 60
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX. WAND ZONE II WAND ZONE Hf
FLOOR EAVE DBL HEAD ANCHOR ANGLE SPACING �- HEAD ,WOO ANGLE
WIDTH OVERHANG SPACINGG LOAD LOAD
20'-0" 12" 5'-4' 31501 40'-45' 4'-0' 3150j 40'-50'
24 -0' 12' S'_4' 3150e 40'-50' 4'-0" 3150# 40'-50'
25-4' 12' -4' 31501 40'-50' 4'-0' 31501 40'-50'
26'-8' 12' S'-4' 31501 40'-5O' ,w 111111IT '-0' 31501 40'-50'
ENGNEER �i�� DAPIA APPROVAL•
NOTES: `�
1. SEE AD_TD-DOOI FOR ADDITIONAL REQUIREMENTS. ;;�'G No.RFO'!L PPROVED BYE
2. SEE AD-M-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS _ ENE8 5
TABULATED AB04E.
--, ,�••. .� � fE7ENlWwIf�C1URIDN7E
O I A+ . • G\ �.� ous+u�ono sArm swa+IDe
NOTICE: 1CR1M:1!! •• DATE: REV. LETTER:
AT
JACOBSEN HOMES THESE snanCONs AND DRAwNCS ARE C.L.Y. 5-30-95
■ MONAL. PROPWETARY• AND CONnDENTLAL DRAWING TITLE: MATERIALS OF JACOBSEN UANORM. SPACING TABLES A
P.O. BOX 368UFACTURIHG
„ INC.NCSUCH YATERULS ARE MmD D TO THE
SAFETY HARBOR. FLORIDA 34695 RECIPIENT FCR sPEcFX PUvasES u0 WJST BE DRAWING NUMBER
PHONE (813) 726-1138 PUT CO16Mnk Alm SECRET FROM OTHERS AD—TD-0010
30
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
l o
ZONE Il & III/EXP. C
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VEND ZONE u
W1ND ZONE III
(v.
RM
WL 0.
EA.
ANIM
AN.
lK on
FA Dm OF
AN o
M6lE
WIDTH
SEC IN
EA. sDCTnIt
IDI. a
EA. SDCA011
YN. e
lif
23'-4'
2
54'
3
40'
�0
24'-0'
2
54
3
40'
25-4`
2
w
3
44'
26'-8'
3
38'
3
48'
4T
4
41'
(SEE NOTE 14 FOR ANCFIOR ANGLES)
VERTICAL TIE-DOW / FRAME TIE-DOW SPACING TABLE
MIN,
MAX
WIND ZONE II
WIND ZONE @I
SPAM
W
mom ma
SPAl7NG
n
ANM AM
EAYE
IILOO
OVE(WANG
294
12'
54
3150E
40=45'
5-4'
3150f
351-C
24'-0'
12'
5-4'
3150E
417-W
6-4'
3150E
35'-40'
254
12'
51-4'
3150E
40'-4S
5'-4'
3150f•
3.7-C
12'
T 4'
3150E
40'--45'
5'-4'
3150E
35-40'
12'
T 4'
315Df
W-45'
5'-C
3150f
351-C
(SEE NOTE #4 FOR ANCHOR ANGLES)
Oaeee916iit!!!!�°0
C.• DoF, °O�9
v • No 45484 '• v.
ze• J
- O
`°
o O t 8TA�._
�' �m REF. CALC.
..A C-TD - 215.01 - 215.20
OR I
�� S • •....... .,1E9 e
°°01ssONAI- ,`eo
NOTE$..
FN0M APPROVAL:
DW Al"DWAL:
1 SEH AD-TD-COOT FOR ADDHIONAL BEQIMMOITSI
APPROVED BY
2. g:E AD-1D-0011.1 FOR YA)OIGRI PER HM73 REOM FOR THE I=
un 16,2009
PJIN
TAIIAATED ABM
THIS PAGE APPUCABLE TO DOUBLE UB ONLY.
N1 C
3. TE-DOLMi DESRi1 ON
.
4. ma ANOHat ANGLE SHOWN IN THE OW ABOVE CANNOT BE ACHIEVED,
FEDERAL YANUFAGTDRfO NOSE
CONSi1 UMON AND SAFETY STANDARDS
06TALLFD AN APPROVED STAMM PLATE
JACOBSEN HOMES
1M5�� DRAM PX
DRAVN BY..
T.
DATE
06-04-09
REV IETRR
oRA G "ALTERNATE SPACING TABLES
MA°UM s Of c
—
P.O. BOX 361
SAFETY HARBOR, FLORIDA 34695
W. = VAIERL S ARE FRDM 10 TIE
RD W FM SPEC RUM AID US 9DRAWIG
MKT Floats MWK
MAKIt
AD-TD-0010.1
PHONE (813) 726-1136
ITT COMM ND
31
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE-DOIFN IMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE-DOW .YE A
SEE NOTE 5 FOR
MAXI0 HWT
NOTES: EHaREER`�RPRw\ovAE QQ�-Oi�''�,� .,QgE�►},(�'�1�Y4-•BV
1. SEE AD-TD-0010 FOR SPACING TABLES. N� iFiV V CU i
2 SEE AD-TD 0010 FOR WARTY OF LONCITUOIAL ME -DOWN STRAPS REWIRED. • •Q' ••
3. SEE OTHER DUALS FOR BLW014G (PIER) QUANTITY AND OTHER REOUG2EIAENTS. _ ENE8703571 INC4. SEE AD-TD-0001 FOR ADDIRONAL REQUIREMENTS. - 1
W 5. ZONE 2/DPOSURE 'G: 60' MAMMUM HEIGHT $
d AlIL1�lAlOSAFE7TiTNpR
ZONE 2/EWMRE *0': 44' MA)MM HEIGHT :'pO••• / 7 P • a� REF. CALCS
ZONE 3/EXPOSURE *e' 40' MAXMUM HEIGHT �ii • . p�_.•''�� ���
ZONE 3/EIPOSURE V: %" MAMIUM HEIGHT
JAC O BS E N HOMES THESE SPECNICA771ONS °" T �` DATE. REV. LErrER
AND DRAVOWS ARE
C.L.Y. 3-27-95
ORIGNAL PROPMETAFM AND MOIDENTIN. DRAWING TITLE'
rDpF
P.O. BOX 368 MA70UM OF JACOM MANIFACTUtMIG FIGURES 1.0 AND 1.1
HG SUCH MATERIALS ARE PRQNDED TO THE
SAFETY HARBOR. FLORIDA 34695 FUPENT Fat SUFE RFPM AND MUST K DRAWING NUMBER:
PHONE (813) 726-1138 WT CONFWUOL AND SE ET FRW OTNEM AD-TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION I I
MOWING TIEDOWNS• FLaaa
TTF:
mm ma (a NGTE 08) MOM MIRE (sfE KIM 18)
FIGURE 1.1
MaM FI M ON 95 ilf I—SM ems #0 95' M SMAU)
e ee�peCacDO s®�
0
NOTES:
APPROVED BY
1. SEE AD-1D-0010.1 FOR SPACING TABLES
2 SEE AD-TD-0010.1 FOR QUAILITY OF IONGII= TIE-OOL6L STRAPS REOIARED,
1SEE OTHER DETAILS FOR BIACIONG (PIER) QUANTITY AND OTHER REQUIREMENTS
sim 16,2009
INC.
4. SEE AD-TD-0001 FOR ADDIRONAL REQUIREMENTS
FEDEWN.
KOLFACRWD HOME
5. ZONE 2/E10OSIJRE OR : 670 MA)MIJN MW
CONSTRUCnON AND SMTYSTANMNDS
ZONE 3/EIQ MK V: 58' MUM HWIT
6. µtEN ANCHOR ANU SHON ON AD-TD-0010.1 CANNOT BE ACf8M
REF. CAMS:
INSTALL AN APPROVED STARLM PLATE.
GTD- 215.01 - 215.20
NOTIC& DRAWN BY: DALE MY. ie I M
JACOBSEN HOMES 7Nw7m Aw mAwm Am M.T. 06-04—os
MM ROPEETMRY, AID OONImO= DRAWING TILE' NATR U OF d ZMM HANUFAC ING FIGURES 1.0 AND 1.1
P.O. BOX 368
¢IG SUCH YATIR= ARE MOM TO 71E
SAFETY HARM, PHONE ) 726-1DA 1138 95 mm I'm gm WT CMWAL AM MU OI G�mBtsE. DRAWLNi NUMBER: AD—TD-0011.1 00
12-2
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
uw.OTY.
ANCNOR
MIN.OTY.
MOOR
WIDTH
EA. END Of
EA. END OF
ANGLE
V
EcncN
A �
IN.
MIN. a
EA SEcncN
MIN. e
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANDiOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
8'-0,
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WND ZONE III .
FLOOR
OTT.
ANCHOR
YIN
ANCHOR
WIDTH
k E
EA. END OF
DOTY.O
EA. END Or
EA SECTION
IN.
YIN. 6
EA SECTION
MIGLE
N.
MIN. A
12'-0'
2
64'
3
47'
12'-0*
3
37'
4
33'
14
3
42'
3
55'
4
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL. HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANOHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
6'
5'-4'
31501
40'-45'
4'-0*
3150-1
40'-50'
13'-4'
6'
5'-4'
315011
40'-50'
4'-0'
3150
40'-50'
NOTES:
ENQNEER% �•'//
D
DAPIA APPROVAL*
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.•''�gT
APPROVED BYE.
Z SEE AD-TD-0013 FOR WXLIUM PIER HEIGHTS REOUWED FOR THE LOADS
No.
' 5
rAelllaTED Aso�E
ENE8703571 —
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIXINALL NOT FRONT OR REAR.
* '
NIP INC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS ►ITH 95 1/2'
�. STATE F ?
� �
�,FA
tC SII�:7p1AOSA1{IYSWGfLO
I -BEAM SPACING 96' MAXIMUM 9DEWALL HEIGHT AND 6' MAX WW SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE Of UNIT).
•�`,; ' �/`/�
i��� �+ •'•....... (�
``�
JACOBSEN HOMES
NOTICE: �Ah!! HI
nam sECIFICAT*is AND ORAMNM Aw
�C
11LLd ' C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. BOX 368
m
OiDONAL. PROPKUAY. AND OONnO(NTWL
MATERIALS OF JACOBSEN MAWFACTLRING
INC. S" MAXFMS ARE PROWED TO THESAFETY
DRAWING TITLE:
NORM. SPACING TABLES
FLORIDA118
CP "FWD OP�PP
DRAWING NUMBER:
PHONER(613) .
KEFT U FKU OTSh�
AD-TD-0012
34
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.2
SO FIGURE 2.0 FOR ALTERNATE TIE-DOW iMD
;vim ANGLE
FIGURE 1.3
SEE MUM 7.0 FOR ALTERNATE TIE--DDiN MWID
SEE NOTE 5 FOR
UA= HOf4HT
ENaNEER omboll
os: ' DAPIA APPROVAL
��`� C. DOF
1. SEE Ao-TD-0012 FOR SPACING TABLES AND NOTES ��• O -,� APPROVED BY,,
2. SEE AD-TD-DD12 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. �O; ��G`STEgF . �� •�
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUREIIENTS. Q` N0. O0
JAN •i
I
EN 870357 -
4. SEE AD-TD-0001 FOR ADDITIONAL REQUREUENTS = = IA I�
5. ZONE 2/EXP=RE 'C': 30' MAXIMUM HEIGHT - - I v
ZONE 2/EXPOSURE '0•: 48' MAXIMUM HEIGHT A ^ OF rwcwar+n�fciu�iaE
ZONE 3/EXPOSURE •C•: 28• MAXIWUU HEIGHT :• �� •�� '�110M"1D a A
ZONE 3/EI(POSURE '0': 60' MAXIMUM HEIGHT ��i!`••• DiA� ' �� `�`
NOMCR i� •N l� Ar DATE REV. LETTER:
THE%sKancATI0Ns Am oRAldrb "qll TLC,`% C.L.Y. 5-19-95
JACOBSEN HOMES
OMMAL. PROPRIETARY. AND OMFUNT1AL DRAWING RTLE
„ P.O. BOX 368 MATQtIAIs OF .MC1)M MANUFAC1U 0 FIGURES 1.2 AND 1.3
ARE PRM(D 70 DIE - A
SAFETY HARBOR, FLORIDA 34695 Of FGR 9M PUSS NO WET K DRAWING MJMBER:
PHONE (813) 726-1138 IVT CWKNTK AND MM FROM 0MR& AD—TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX PER AD-ID-WIO IME mx w-IU-wlO iAaL rLX w-W-wiu MILL ruc w-iu-wIu 1�
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES:
Q�' ��STER' •:c�,L
1. SEE AD-TD-0010 FOR SPACING TABLES •' F� N 0 • F� '
2. SEE AD-TD-oo10 FOR OUARTY OF LONGITLINAL TIE-DOAN STRAPS REWIRED. ENE3703571
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOU MENTS. _ �6'_
4. SEE AD-TD-0001 FOR ADDITIONALREQIAREUENTS.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
,,,,, A LTT0°�
NOTICE:
DRAWN BY.
C.L.Y
THESE SPEonCATICNS AND DRANNCS ARE
ORIIANAL. PROPRIETARY, AND CONFIDENTIAL
DRAWING TITLE.•
MATERIALS OF JACCBSEN MANUFACTURING
INC. SUCH MATERIALS ARC PROM D TO THE
RECIPIENT FCR SPECFIC P,PP00 AND (LUST BE
DRAWING NUMBER
OUT CONFIDENTIAL AND SECIV FROM OTHM
DAPIA APPROVAL,
APPROVED BYE
ocoppla-
� � 5
INC,
FEMM YAMfI MM NME
W'6TFWCHN0SffTT5PM=
DATE: 5-19-95 REV. LETTER:
FIGURE 2.0 A
AD—TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE VIEW OF MAIN FRAN_
TI_-DOWN STRAP
SCE OTHER DETALS
FOR RE -DOWN STRAP
SPECIFICATIONS.
APPROVED ANCHOR WELDED TO
WAIN I -BEAN (SEE OTHER aEW3
SEE AD-TD-0200 FOR FOR WELONG) 70 BE INSTALLED
RADIUS CLIP DETALS AT K FACTORY.
(REQUIRED THIS LOCATION). (MIN. 31501 WGRANG (D"SIGN] LOAD
AVD 47251 ULTIMATE LOAD.)
o° GROUND ANCHOR
SEES OTHER DETALS FOR SIZE,
ANGLE AND OTHER INSTALLATION NOTES
FIG URE 2.1
SOLID HEADER (CROSSUEll8ER) 3* X 3/4' (i 1/2)
FRONT VIEW . MUST
T BE LOCATED
CUT INTO HEADER CAT
FOR STRAP ATTACWEIIT. WiMUSTHIN S' OF MAIN
(FACTORY CUT) CHASSIS !-BEAK
F� SEE AD-ID-0200 FOR j .SEE AD-M-C200 FOR
RADIUS CLIP DEMLS
(REQUIRED THISTIOCATION). I (REQUIRED THIS LOCATCN).
—1
5'MAX.
TIE -DOWN MAP
SEE OTHER DETAILS
SIDE VIEW FOR TE-DOWN STRAP
SPECMCATWS.
GROUND ANCI,OR'
o SEE OTHER DETAILS FOR SIZE,
° ANGLE TWO OTHER MiSTAL ATION NO =5.
;% FIGURE 2.2
NOTES:
L%gRU.R APPROVAU::1e1. .' y
DAP:A APPROVAL"
= E NEER 772I.
SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-TD-OOIO FOR OUANITY OF LONG17UOIAL TIE -DOWN STRAPS RLDJ:RED.
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTr1ER REWREAIENTS.
„
�i� • �f r (� •;
H. SEE AD-TD-0001 FOR ADDRANAL REWRENENTS
AL
�rrrr,lN1„1,Vr„�
-
AKCHOR BRACKET AND TL-COM
DD ICES ARE CERTIFIED BY OTTERS
JACOBSEN HOMES
-�
T�OSAN3
TrTi3 S4CGFICA`OHS AN] CRAfIl,OS AfiC
C.L.Y.
OA i�.
6-13-55
FEV. rmR:
FORA71L.
nCURES 2.1 & 2.2
W-4AL FRL- TART. AN] CDJUN U1t
MAMULS o dAcoegX mm"AtTuitic
P.o. aox 36B
NG SUCH MAMMS An rM1o►ITEO TO Tw
UVIBM*
AD— TD-0015
SAFETY HARBOR.FLORIDA 34695
maRoa ra s[au rjwm #a MAY E
Oita
PHGVE (813) 725-113E
earl MnZi lk NO MOU —
37 '
LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAM
CATOR BEAN CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
TYPICAL LONGITUDINAL ANCHDR STRAP
(FIELD INSTALLED)
NOTES: ; DAPIA APPROVAL
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS AF PROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH 8, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
ow 00T4ft",
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTPROFESSIONAL
ERED JUN 15 . m
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ' N C.
FEDE AL MANUFACTURED HONlE
CON RUCTION AND SAFETY STMDARCS
N�m •JACOBSEN BIOMES THESE SPECIFICATIONSANDDRAWINGS ARE DRAWN BY: M. T PATE; 6-12-01 REV
UTTER.
CRIGINAL, PROPRIETARY, AND CONFIDENnAL DRAWING TITLE: —
P.O. BOX 368•MATERIALS OF JACOBSEN MAlNUFACMINC
SAFETY HARBOR. FLORIDA 34695 INc SUCH NAMMALS ARE MOMDED 10 THE LONGITUDINAL STRAP ATTACHMENT
RECIRENT FOR 9W PURPOSES AND MUSE BE DRAWING NUMBER:
PHONE (727) 726-1136 FET R:ORRDOMAL AND SLQ0 FROM OTHERS. AD- TD-'0016
38
ADDENDUM
S�''' �.z
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C& D c � I
LONGITUDINAL TIE -DOWN SPACING TABLE
F+1
MIN.
WIND ZONE II
1MND ZONE III
A. D Y.O
EA. 0'
ANCHOR
ANGLE
AU1 D Y.O
EA, END 1O!
MGM
ANGLE
ANGLE
FLOOR
O
WIDTH
SEC
EA SECTION
NRL a
EA. SECTION
NQL e
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4' 1
3 1
38'
3
50'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBI
ANCHOR ANGLE
SPACING
DBOADLL
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
10'-0"
12"
4'-0'
31501
40'-50'
4'-0*
31501
40'-50'
12'-0"
12"
4'-0'
3DO01
40'-50'
4'-0.
31501
40'-50'
13'-4"
12'
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE it
WIND ZONE III
Wa• OTT.
EA. END OF
ANCHOR
ANGLE
MIN. OTT.
EA. END IF
ANCHOR
ANGLE
FLOOR
O v
WIDTH
Eti sEcnoN
w+. a
Eti s,:cTIDN
ulK e
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
3
58'
4
48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE,
MIN.
MAX.
WIND ZONE II
WAND ZONE III
SPACING
HE
oa HEM
ANCHOR ANGLE
SPACING
DBI. ► EAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
10'—O"
12'
4'-0'
31501
40'-50'
2'-8"
31501
40'-50'
12'-0"
12'
4'-0'
3100g
40'-50'
2'-8-
31501
40'-50'
13'-4"
12"
4'-0'
3065,9
40'-50'
2'-8"
3000j
40'-50'
ENGlNW"VAb ll A
NOTES:
F�
jfkt5V'�D BY
1. OFFSET SECTION 161TH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF ,•' G\S T �tj ,,
,� •Q� �'' C� •'•_
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE UNE DN ACCORDANCE
THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO:
S;�P 0 9 1
WI iH THE TABLES ABOVE
;
\
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-DO10). ; ►
2. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
�4,r;'•,in9(g6r.•'
INC.
HOME
FED
J. SEE AD FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULAlEO F. ,•�L'�1A1�• .• ��`��
•
����� '�G�`��� CO
RAL MANUFACTURED
STRUCTION AND SAFETY STAND
ABOVE �j's .... •
JACOBSEN HOMES
NOTICE: DAIS REV. LETTER:
xSE SKanCATMS Afro DRAWNGS ARE R.R. 8-27-96
vOrJATO AND DRAWING nTLE:OFFSET B
MATMA N Y NUFACMIC
MATERIALS TO SPACING TABLES
P.o. BOX 368
SAFETY HARBOR, FLORIDA 34695
AT RIALS A TKE
DIG. SU01 MATERIALS ARE FRONDED i0 IHI
OMM
REOP01 RR 7ECIIC FlAWM AND VAT BE DRAWING NUMDER
CROP OD(1K AD—TO-0020
PHONE (613) 726-1138
PVT C*VMNnX No SECRET
DS.
39
ADDENDUM,
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXDNu NEIIIIT
Alof ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOVN METHOD
NOTES:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE-DOVIN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCIANG (PIER) QUANTITY AND 01HER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)
ZONE 3/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' EDE MIN.)
[TABLES ON AD-M-M MIDI APPLY
TO TUPSE STANDARD MlITI-W E SECAONS
OF THE UNIT -SEE NOTE 1, AD-TD-0020.]
TYP. FLOOR SYSTEM--7
ANCIFOR ARCLE
TYP.
FIGURE 3.2
1F9tldItE'g.!lNBQ�� ALTERNA7E 17E-DOWN METHOD
Om • O �i� DAPIA APPROVAL•
p • G\STE,q O APPROVED No. `� - OVED BYE
• ENE8707NTf 4INC
3571
- r
�((� '•����c� ``��� CGNSi�MIG7�N0�S1ff1T
FE=THE$
JACOBSEN HOMES
x°TIc
Si'EC1FlCAnops AND DRAIMNGS ARE
DRAWN BY:
C.L.Y.
DATE
5-11-95
REV. LETTER:
P.O. BOX 368
ORIGINAL, PROPRIETARY, AND CONFIDENRAL
MATETtIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE
FIG. 3.0, 3.1 & 3.2
SASTY HARBOR,
F7261D1384695
IK SUMNATERIALS ARE PROMDED TO THE
C
HM
DRAWING NUMBER
HONE (813)
KWT CFI AM SECT rMM
AD-TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE—GOAy SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,111111111111,//�
NOTES `Fj� � OV • i. �i��OAPIA APPROVAL•
I. SEE AD-iD-0020 FOR SPAC_4 , TAKES (OFFSET SECTION ONLY). ` O �P% IN oER�O .
APPROVED BY
2. SEE AD-TD-0020 FOR QUAN17Y OF LCNG17UDIAL TIE-DOBH STRAPS REOIRRED. � L
(OFFSET SECTION ONLY) = NE8703571 5
3. SEE OTHER DETAILS FOR &00r-.4G (PIER) OUANTITY AND OTHER REOUIRElQHTS.:_ '
4. SEE AD-1D-0001 FOR ADDIMNAL REQUIREMENTS T TV.: Q I N G
°,���,.�f14 *A
�aN�..•� ,. (001RIC�4�MOWi11ei1K•11otawammmAomw
q
JACOBSEN HOMES
No"cr ""
TMESF s�onunoNs ANo oRNts ARE
AU
Ulf.
C.L.1.
DATE:
5- 11-95
RU LEnut
P.O. 90X 368
SAFETY HAP-:R, FLORIDA 34695
PHONE (813) 726-1138
MUNI Im MAXIMS ARE PROGIEC1-1. PRM TO AND CCNIIDENIYL
MATERIALS OF JACOOSDI uAKrACwug
w- 01DIE
RIC1 W FOR 9'(Crt RRFCSB me MAT ec
1®T Chilo PX NO MOV 1K11 OTC&
/—`
.
„
DRAwwG not
AG. 4.0
DRAW NG NUMBER
AD—TD-0022
41
R ADDENDUM
C��gS s
ALTERNATE UNIT TIE-DOIM SPACING TABLE
it ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
E+'
MIN.
WIND ZONE 11
WIND ZONE III
NK OTY.
FLOOR
YIN. OTI
EA. ENO Cf
ANCHOR
ANGLE
EA. END O
ANCHOR
ANGLE
WIDTH
EA SECTION
YIN. A
EA SECTION
YIN. D
20'-0'
2
36'
2 45'
24'-0'
2
46'
2 60'
1
254
1 2
50'
1 2 67'
30.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
ffA
D OAD
ANCHOR ANGLE
SPACING
DErL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-0'
12'
4'-0'
37001
20'
4'-0'
3950#
20'
25'-4'
12'
6'-8'
40001
15'
4'-0'
3950#
22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE nl
G\
FLOOR
ION. OTT.
EA. END ON
ANCHOR
ANANGLEEA.
UK OTY.
END OF
ANCHOR
E
WIDTH
Ell SECTION
UK
EA. SECTION
uKIN. D
20'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
25'-4'
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHORANGLE
FLOOR
EAVE
OVERHANG
Low
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'—O'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
40001
27' , ,,,,,
, N/A
N/A
N/A
NOTES:
ENCI?gf •APP�'�DO.//�j
rlG\
DAPIA APPROVAL'
I. SIT AD-16-0001 FOR ADDITIONAL REQUIREMENTS
^0-
_
2 SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
ENES703571 ': =
;-� --• ?
ABOVE:
3. 20 WOES -82' MAXIMUM I -BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
�.� >.� '• 11/" \
. - .
JACOBSEN HOMES
NOT1Cl: nr
TNEsE snanc�Tm AND DRAwNEs ARE
e9RAwNN'
C.L.Y.
DATE.
6-13-95
REV. LETTER:
DRAI'ANG TIM
ALT. SPACING TABLES
OEONAL PRWKIARY, AND OONn0E RAL
MATERIALS OF JACOBSEN MMWACARNG
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
INC 91DI MATERIALS ARE PROVIDED TO PiE
REaPmIT rcR spccne tir+P m Ab wAT m
ORAMNG NUMBER:
AD— TD-0030
PHONE.(813) 726-1138
UT cowm n4 No SE00 FEW ones
42
��p�pg5
�000�
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TTEDOWNS
ADDENDUM
TIE DOWN
SYSTEM(S)
$ NOTE 4 FOR
MAWN HDmT
4' MAX J FIGURE 5.0
SEE FIGURE Ll FOR RECOMMED 'TIE-DOT,1 1BMD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIFrDOWN COh'FTGURITION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR ills{ A DESIGN IDAD (iOREING LOID) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF SADO POUNDS UU57 BE USED. AN EQUIYILAHT ANCHOR MEETIRG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN 11EU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
I. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREMENTS.
ALL WIND 20NES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' 1-BEAN THE YAK
2. SEE OTHER DETAILS FOR BLOCIGHG (PIER) OUAINRTY AND OTHER REOUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE LE -DOWN SPACING TABLES (AD-TD-0030). RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE 'C': 3TC MAXI-LIM HEIGHT
EHCtNET7i,APPROVALy1.-
��,.
OAPIA APPROVAL
ZONE 2/EXPOSURE b': 27: MAW.JM HEIGHT
��` N VL
''iS�
ZONE 3/EXPOSURE'C': 30' MAXILfJM HEIGHT1STE
ZONE 3/EXPOSURE 'D': THIS APPLICATION
���
IS NOT APPLICABLE.
�= ��C N0�
r
1 7 1
JACOBSEN HOMES
NOTICE "' I"'
THESE SPEGnrAnON5 AND DR AAE
' ORAWN BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
m
P.O. BOX 368
OMOINAL. PROPMETARY, AND CON►10f TK
MATERIALS OF JACOBSEN MATAI►ACnJPoNG
DRAWING TITLE
FIG. 5.0
SAFETY HARBOR., FLORIDA 34695
PHONE (813) 726-1138
Dr SUCH MATERALS ARE PROWLED 70 THE
RE�Oft ►OR SPECFIC PJNSES AND WST LIE
DRAWING NUMBER
IOPr CWMna AND 100-AMM OTHERS
AD-TD-0031
43
�E
bN°`',"�ADDENDUM Q�s
� U
\•tp pIM
J
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6
ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
LIEN.
WIND ZONE II
WIND ZONE III
FLOOR
D�
MN• OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
MIN. 0
WIN. OTY.
EA. END OF
EA. SECTIGN
ANCHOR
ANGLE
MIN. 0
S `
20'-0'
N/A
N/A
N/A
N/A
24'-0
2
42'
2
53'
254
2
45'
2
58'
26'-8'
2
48'
3
3-7°
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DOHEAD
LOAD
ANCHOR ANGLE
SPACING
DBL READ
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4DOO#
20-30'
25'-4'
12'
4'-0'
40DOI
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
•4'-0'
4000f
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
END OF
Am
EA. END OF
ANGLE
EA SECTION
EA.
YN. 0
EA. SECTION
MIN. 0
20'-0'
N/A
N/A
N/A
N/A
2
60'
3
45'
2 1
66'
3
48'
3 1
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40001
20'-30'
2'-8'
4DO0#
20'-30'
25-4'
12' 1
4'-p'
40001
25•-30'
3'-2'
40001
1.5=30'
26'-8'
12'
4'-0-
40DOI
25'-30'
S-2'
4000#
25'-30'
NOTES:
ENGINEER �ffii1Sl2NNINI/N/A��
DAPIA APPROVAL
1. OFFSET SECTION MTN THE MARRIAGE LINE WALL EXTE1iM BEYOND THE ENDWALL OF
�,�`��� C •Do�0��APPROVED
BY
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
` ,O •Q'�'G� RFo F2-
TMTH THE TABLES ABOVE THE soEWAu SIDE AND THE ADJACENT sECTION(S) ARE TO
BE 71ED DOW IN ACCORDANCE TATH THE ALT. SPACING TABLES (AD-TD-0030).
No.
E 1=E% ^r
' 4
-
INC,
2. SEE AD-7D-0001 FOR ADDITIONAL REOOBLEMENTS.
3. SE-TD-0033 FOR mauve PIER HOGHT REOU1RED
cT
v..•..L AILll SWCMM
FOR THE LOADS TABULATED
� C
JACOBSEN HOMES
THESE SPEGFHi1TION5 AND DRAMNf.S ��IK't
npAIJ 1%%%I,,``��
Kt C.L.Y.
DATE:
5-30-95
REV. lET1ER
DRAMNG TITIi ALT. SPACING TABLES
P.O. BOX 368
mafANAL, PROPIGETARY. AND CDIVWT4L
MATERIALS OF JACOMNUFACTUtIHC
BSi11
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
WC. MO MATERALS ARE PROMO TO M
R EMW FOR SPEOr t PJMO NO "I K
PUT CWWT4t AM SEC CT FROM OHM
DRAWNG NUMBER:
AD- TD-0032
M
\CAT\ON \S Na SEES i
ADDENDUM
\N\S �1p
`ol �E.A�c� J ALTERNATE TIE —DOWN SYSTEM
sloop
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
MME M21
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD
SEE NONE 5 FOR
YAXW" 11DQR
[TA B CH AD-ID-M Qp M APPLY
TO NM STANDARD IALTI-Ml SiCUS
OF THE UIBT -SEE NOTE 1. AD-TD-ML)
TIP. BOOR SYSTW—
ANCHOR ANOLE
TIP.
MOM MOLE
FIGURE 6.1
SEE FIGURE 12 FOR RECOMMENDED TIE -DON MEXHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THER USING THIS TIE-DOTN 07IGURATIOH A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2)), AUGER ANCHOR THEN A DESIGN LOAD (TOLKM LOAD) RATING OF
4,000 PCURS AND AN ULTIMATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQNRVI.AHT 0CHOR MEETDIG THE ABOVE SPECIFICATIONS WE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-TD-OOD1 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLODONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOYM SPACING TABLES (AD-TD-0020).
4. FOR FIGURE LI SEE NORMAL ME -DOWN SPACING TABLES (AD-TD-0010).
(ALSO SEE AD-TD-0020 AND AD-m-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT
ZONE 31EVOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/E*OSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE N
ALL WWD ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE 'D'. HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOWNS.
C. DOF
No.9Fo �2
STA OE
PROVED BY
NIPINC5
:wisc:a v� wrns•�+ovTaW
ANO ORA JACOBSEN HOMES rN°TICNr A��"NTTqk%,%`C.I..Y. °ATE` 5-30-95 `V'`�'
THESE SPECn1CAT1pN5 WlN4i RE
MO,NAL. PROPRIETARY. AND COPOUNILAL DRAWING TITLi
YATENIALS OF JACOBSEN YANLFAC ratiG
Mop SAFETY
BOX LPL: SOOT MATERULS ARE P*OV ED TO THE FIG. 6.0 & 6.1
SAFETY HARBOR FLORIDAI 34695 . RECaPENT FOR PECSY PY61 35 APO KAT BE DRAWING NUMBER:
PHONE (813) 726-1138 WEPT ca wn4L AID SEQta nldl ormm AO-TO-0033
45
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE lI&III/E.U.C&D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
W'ND ZONE II
WAND ZONE III
ANCHOR
UK OTY.
ANCHOR
V
S�rY`
FLOOR
W.N. OTY.
EA END Of
AN.
EA. END OF
ANGLE
WIDTH
EA SECTION
YIN. B
EA SECTION
YIN. B
12'-0'
2
43'
2
13'-4"
2
50'
2
68'
68'
�40
1
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
trAN
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
A4CIOR ANG,E
SPACING
HEAD
LOAD
ANCHOR ANGLE
FLOOR
SAVE
WIDTH
OVERHANG
Low
12'-0'
6"
4'-0"
37501
20'
4'-0'
39001
22'
1
6" 1
5-4'
38501
25' 1
5'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WAND ZONE II
WAND ZONE III
FLOOR
CITY.
EA END OF
ANCHOR
ANfiF
MIN. CITY.
EA.
ANCHOR
ANGLE
r
WIDTH
FA SECTION
YIN. B
EA SECTION
YIN. B
O�
12'-0'
2
64'
3
47'
12'-0"
3
37'
4
33'
13'-4-
3
42'
3
55'
13'-4'j:::::4=
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPSPACINGDELH
- W
ANCHOR ANG.E
SPACING
D LOAEL D
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
12'-0"
6'
4'-0'
39501
25'
2'-8'
39300
20'
6"
1 4'-0"
39601
25'
1 2'-8'
4000#
30'
IS-4'
THIS ALTERNATE APPLICATION REQUIRES,,,,000 POUND ANCHORS
ENO`11 Lt% PRqaL. O� �4��i' DAPIA APPROVAL
NOTES, O
1. SEE AD-TD-000l FOR ADDITIONAL REWHREllENTS ���0?� GN No RFO ? APPROVED BY
2. SEE AO-7D-0036 FOR MAXWLIM PIER HEIGHTS REONRED FOR THE LOADS _ ENS 3703571 _
TABULATED ABOVE _ _ j" 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.NIP INC,
'' �+
9 6 s�• 9 '
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS W17H 95 1/2' :� Qom,•., //4VD1 N • r�� `: mao~`icraAwsweTTtwov�
�
BEAM SIDEWALL AND6' ►HA)ODUM SIDE • • �```���
II-BEAM�1111
EIGHTOF
G (6I' OVERHANG MAX.UM 1Vt'sS/..1....
EACH SIDE: A
NOTICE •TTT (A4vn -.• C.L.Y. DAlE 5-30-95 REV. LETTER
JACOBSEN HOMES TNESE SP£�TH� AND IUW0 A OKn
aaaNA. PROMUARt AND C0NrKiTM1 AYING TIT TABLES
JACOBEN M NUFACTURING ALT. SPACING / i
MATERIALS OF
P.O. BOX 368 NG SUCH MATffdA S ARE PRONGED TO THE.
O,%ppSAFETY HARBOR. FLORIDA 34695 KOPOT Fat IPECAC PtFtPOSHS NOWST K DRAWING NUMBER
PHONE (813) 726-1138 PUT wNWR& NO SE00110 OrfUM AD—TD-0040
46
�000�
Vkq ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANGLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE-DDTN M=D
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXIMUM HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
rILENI USING MS TIE-W" CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TIM A DESIGN WAD (TTORKING LADID) RATING OF
4,ODO POUNDS AND AN ULTDIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVE,AAT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIKU OF THE STYLE CREST PRODUCTS ANMR
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REIA)IRELIENTS.
3. FOR F1'G URE 7.0 SEE ALTERNATE IIE-DOWN SPACING TABLES (AD-TD-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HIDGHT
ZONE 2/EXPOSURE O': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C% 28' MAXIMUM H0GHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE-DONN METHODS SHIDVM ABOVE ARE ACCEPTABLE FOR USE IN
ALL 1BND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V, HOWEVER, BY
INSTALLING THE FRAME TIE-DONN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLNC FRAME TIE-DONNS
�O ►STEO��
i Q��,A •., F
No.
NO71CK" '11111111
jRtffi% `
THESE SPECRIICATLONS AND DRANIO ARE
C.L.Y.
ORIGINAL, PROPRETAIIY, AND CONITODRIAL
DRAMWG TITLL.
MATLAIALS OF.IACCIM MANLFACUM
NG M MAIERWS ARE PROYM TO THE
IECPtNT FCR SPECf1C RFPOYS ND M7S1 �
DRAMWG NUMBER
,OPT CON WTVL AND SECRET n= OTMM
APPROVED BY
IN A' `5
INC
Ft..-. .....:.;. m bg
ca,.....,v. w wuntvcvs
DATE 5-30-95 REV. LEM
FIG. 7.0 A
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL 1 B'
NOTES:.
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
L
R DEVICE TO
CT STRAP AT ALL
CORNERS.
DETAIL 1C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PRO`T;q,3pNiIAT LONGITUDINAL TIE CONNECTIONS ALSO.
Q N0. o
910334
•• STATE OF.:
IE D AND D OTHER'
APPROVED EY
lor 00
P 6:11'
ON p itm.-
fMM 10 AW S*Ul5UATURED M
NOV 2 4 1998
LJONEI
JACOBSEN HOMES
NOTICE
1NESE SPEC6ICATIONs AND WAWNCS ARE
aaCINAL, PROPR[TARY, AND CONF1 UMAL
DRAWN BY:
M.T.
DAl
11-18-98
REV. LETTF
DRAVANG TITLE:
P.O. BOX 368
YATERALS OF JACOBSEN MANUFACTUPLNO
MISC. TIE -DOWN
B
SAFETY HARBOR, 'FLORIDA 34695
REST FOR SPECFIC PURPOSES AND uml BE
DRAWING NUMBER:
PHONE (813) 726-1138
IVT COFMTK AND SECRET FROM OMS.
AD-TD-0050
48
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
WL CITY.
Ek END OF
A047R
ANGLE
UK OTY.
Ell OF
SECTION
SEC
MCHO
ANGLE
11PLDH e
EA. SECTION
UK
Ell
3
401
3
25
l�yo
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DRL ►E1J
LO)a
A4 t ME
SPACING
DBL KA
DBLANCHOR
ARE
30'-8'
6'
6'-9'
31501
41-46
5-5-
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE u
WIND
ZONE III
�i
FLOOR
A. GTE
ANCHOR
uuI CITY.
ANO+E
WIDTH
Ell END OF
EA. OF
O
EA SECTION
ill.
WI. B
EA. SECTION
SEC
K
YRL B
30'-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE IQ
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DBL W'AD
LOAD
AN0i0R ANtEf
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
3150E
49-52
VANDWNE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
y��
W. CALLS. G 4/4 - 14,01- 4,
NOTES:
0. ... `Y�.'Q
DAPu APPRovAL;..,MAR 0
C,
Cy: •�GISTER� •��
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS
�� �
• Q No. o ••.
APPROVED BY
2. SEE AD-M-0071 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
910334 =
•�
TABULATED ABOVE
oeo =
-^� STATE OF' =
INC.
'.�i�'• D ;'
rtOFNarrwrcMMraoNo�E I
eoapm
JACOBSEN HOMES
Tww- sKancA='AND W,,,, m w Arrt1 BY: M.T. DATE 2_8-99 REV. LETTM
P.O. BOX 368
ORCHAL. PROPRIETARY. AND MOSmiAL. DRAMANG TITLE:
MATERIALS OF JACDBSEIM MWXACIUMINO
NORM. SPACING TABLES
\I SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
ING SUOM YATMALS ARE PROVWD 10 IF[
K MENT FOR SKCM PtRPOSES AM IAIST BE DRAMING NUMBER:
IVI CORIDDMTUL AND SE00 MOM orem AO-TO-0070
�C° 49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING 11E—DOWN SPACINGS
•,• �.rw....ac rcn . lu_vry iwu r" PLrW_wru MILL YU( W-lu-mu Imu PER AD-TD-0010 UME MAX
FIGURE 10.0
SEE FIGURE 20 FOR ALTERNATE IX -DOWN IO HOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TYP• FLOCR SM10i7 7r• �
/ .—CHASSIS
3 SEE NOTE 5 FOR
MAX31UM HMO
N
I1T.1n ANGLE ANCHOR ANGLE
SET ANDN WA
FIGURE 10.1
SEE FIGURE 50 FOR ALTERNATE =-DOTN METHOD
WINNONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES:
tKN
ER ' v �'�.�
DAMA APPROVAL.
1. SEE AD-TD-0070 fOR SPACNG TABLES
��f',. G\
_; : No.
APPROVED BY
2. SEE AD-70-0070 FOR OUANITY OF LONGITUUTAL TIE-00RN STRAPS MUM.910334
:_
awe ' * E
3. SEE OTHER DETAILS FOR BLOCKNG (PIER) QUANTITYS
AND OTHER
REWREMENTe
4. SEE FELL ADDENDUM FOR ADDITIONAL REOLIMOTS.
�.-o =. STATE CF . lo4j:
-N
5. ZONE 2 XPOSURE 'C'. MAXIMUM HEIGHT
56'
y 9Q �'•. / C
-,; ��• HD PA P C'•
INC.
ZONE 2% XPOsm V- 40' MAWLIM HEIGHT
ZONE 3/DPOSIRE V: 56' MAMMUM HEIGHT
• 1 .•
'
'4� •' �
MOW
�wwr�rr oos�n
ZONE 3/E)POSIRE V.- 40' MAMMUM HEIGHT
s
�/►��
HOMES
NOTICE'
TFESE SPECFlCATIOIIS AND DRA Ma ARE
DRA
M.T.
DAIS
3-1-99
REV. LETTER:
LICACI
P.O. BOX 368
MMKIL PRWK7ARY• AND co►, MTK
MATMALS OF MCOBSEN MAMIFACTURNC
DRAWING TITLE: FIGURES 10.0 AND 10.1
„
SAFETY HARBOR. FLORIDA
NG WM MATERINS ARE PROVM TO M
DRAWING Ml11BER:
7-1 8
KEPT eft NO �r FROM MM4695
AD—TD-0071
50
ADDENDUM.
NORMAL TIE-DOW N
SPACING TABLES
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
(1�
MIN.
WIND ZONE d
WIND ZONE UI
FLOOR
WIDTH
UK OTY.
EA DID OF
EA. SECTION
ANCHOR
ANGLE
UK 0
uDL CITY.
EA. DO OF
EA. SECTION
ANCHOR
ANGLE
UK 6
O�
154
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL WA
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
154
6' EACH SIDE
6'-10'
3ml
40-46
5,-6'
3150/
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE Il
WIND
ZONE III
FLOOR
Ua• OTT.
ANCHOR
HUL CITY.
ANCHOR
\
WIDTH
Ell END OF
ANGLE
EA, DO OF
ANGLE
^ O v
�\
EA SECTION
MIN. 9
EA SECTION
WL 9
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND Z(X4E 0
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DLOHEAD
ANCHOR Mai
SPACING
D HE
ANCHOR ANGLE
15-4'
6' EACH SIDE
4'-6'
3150f
42-50
4'-0-
31501
44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. c, w —%2. OI — -72 , 1`/j
. ,,,IrITnN
NOTES:
ONGIIgR 0V r,
DAM APPROVAL:MM 6
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREUENTS.
�
\STER F�! �,,
`�`� �Q
N'-
ro '•.
APPROVED BY
No.
2. SEE AD-1D-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LORDS
TABULATED
�_
910334
ABOVE
3.. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
•.
Ce
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
I -BEAM SPACING, 96' MAMMUM S47EWALL HEIGHT AND 6' MA)OMUM SIDE
-o . STATE cc, 444 ; .
P;
''��•• 0 NN.`�`
��'•
INC.
_ I v
oa pypLufffg x*m
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
' is
rb
JACOBSEN HOMES
NOTI NIr
THESE SPEQnCATIONS AND MATMCS ARE
It BY: DATE. REV. LETTER:
M.T. 2-8-99
®
P.O. Box 36a
CRONAL PROPRIETARY, AND C@f10ENnAL
MATERIALS OF 1ACOBSEN MANUFACTURING
DRAWING TITLE:
. NORM. SPACING TABLES
„
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
B+C Sllol uAtpIIAtS ARE PROMOED TO TIE
RCME NT FCR !P[ rIC PUIPMS AD WAY BE
►APT mnDENTUL AND SECRET rROU Orro
DRAWWC NUMBER-
AD-TO-0072
�n 51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-0012 TABLE PER All-TD-0012 TABLE PER AD-TD-0012 TABLE PER AD-W-MZ TABLE PEx AD-10-MZ IIAEU MAL
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10, 2
SEE FIGURE ZO FOR ALTERNATE TEE-DOIN UMD
s SEE NOTE 5 FOR
MA N HEIGHT
N
ARM
OF HOME (TIP.) FIGURE 10.3
SEE FIGURE 7.0 FOR ALTERNATE I E-DOWN WWD
NOTES:
1. SEE AD-M-0072 FOR SPACING TABLES AND NOTES.
Z SEE AD-M-0072 FOR IUAHRTY OF LONGTUDIAL ' E-DOWN STRAPS NEOURED.
3. SEE OTHER DETAILS FOR BLOCKING (PER) OUANTITY AND OTHER REOLI MENTS.
4. SEE FULL ADDEIDLN FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/E1POSLIfE 'C': 56' MAXIMUM HEIGHT
ZONE 2/D(POSLRE V: 56' MAXIMUM HEIGHT
ZONE 3/01POSIIRE 'C: 56' MAXIMUM HEIGHT
ZONE 3/EXa'OSLIRE V.- 56' MAXIMUM HEIGHT
JACOBSEN HOMES
El
„ P.O. BOX 360
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
CALCS
..�„IN,IIRIIL..
i
.6%STER le
- 910334
-� STATE CF
NOTICE:-
THESE SPEanCATIONS AND uu ARE
ORIMIAI. PROPRIETARY. AND CCNFIDENTIAL
MATERIALS OF JACOBSEN MANUFACRA4INO
W_ 9" MATERALS ARE PROW= TO THE
RE(aMT FOR SPECIM RtT 1M AND M= BE
MR OONiIEUM I AND SEOREI FROM OTNM
DAPIA
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
0 oor
IN 14 NC.
REM VA.IRICNMI®IIDIE
�AIpOUIYTNIi7FtaOMN�
loo= V4
DAIS:
M.T. 3-1-99
FIGURES 10.2 AND .10.3
L. AD-TD-0073
ADDENDUMVCJ
AR�s
0
OFFSET UNIT TIE DOWN SPACING TABLES. 1
11�
ZONE II & III/EXP. C & D 11 �,
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN,
WIND ZONE I
WIND ZONE M
V
FLOOR
MIL QTY.
ANCHOR
WIL QTY.
ANOW
�G
MOM
FA END OF
ANGLE
EA.END OF
ANGLE
FASEC1IOt1
LPL a
sw
EA. swim
Iwe
4T
3
61'
13'-4'
2
54'
3
41'
15-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE W
SPAfIIG
HOD
ANC110ft ANGLE
SPACING
�LOAD�
ANOiOtt ANGLE
WIDTH
OVERHANG EAVE
12'-0'
'12'
T-0'
31501
4T
4'-0•
31501
39'
IS-4'
12'
5-0'
3150#
41'
4'4'
3000#
40'
15-4'
12'
5-0'
31501
43'
4'4
300011
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
FLOOR
NIL OTT.
ANCHOR
MIK OTT.
Rm"CmH
A OF
EOF
ANGU
O
EA SECnN
uIL e
U SEn
MIN.s
12'-0'
4
45'
4
60'
13'-4' 1
3
45'
3
60'
3
45'
3-
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE .
MIN.
MAX.
WID ZONE I
WND ZONE II
Spas
ML HEAD
LOAD
ANCHOR AM
SPACING
oBIL HEAD
LOAD
ANQRiIt ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'—V
12'
4'-0'
31501
40'
S-0'
30001
3r
13'-4'
12'
4'-0'
30651
41'
S-0'
3000#
3T
15-4'
12'
4'-0'
3001
43'
3'-0'
3000#
41'
NOTES: C*tZ5. C- SL - 16 �Of— �6 ,12,
ENGINEER A,L__9068141rp ,
Nff. CALCS.(C- Cl- 17"G -
v• DO4C,•�a►
/ 7� O$
1. OFFSET SECTION WIN THE MARRIAGE LINE WALL EXTENDING BEYOND TIE ENDWALL OF
THE ADJACENT SECTION MUST BE TIED DOM AT THE MANAGE LYRE IN ACCORDANCE
.�`���`�
�..'`��-r1F1�gT
�'�D
:�y�,
G
BY
WITH THE TABLES AB01E. TIE SIDEWALL SIDE AND TIE ADJACENT SEC110N(S) ARE TO
;
BE TIED DOWN N ACCORDANCE N IH THE NORMAL SPAONG TABLES (SEE AD-71)-0010
•
JUN
FOR 12'-V ! 13'-4' WIDE$ AND AD-1D-0070 FOR t5-4' HIDES}
2 SEE AD-1D-0001 FOR ADDITIONAL REW EMENTS.
J. SEE AD-TD-0081 MU11 FOR MA10PER HEIGHT REQUIRED FOR THE LOADS TABU
. C� •. Q
• ••: SORIUP:••
INC.
1
vLATLD
ABOyE
��4'.•�1
EEIMLIVIANUFAIMIRED HOME
JACOBSEN HOMES
rem SECrlcNTM &WW w '�' +
: _ os`' •T•
`
DA>E: 6-8-04
im
m"' `
P.O. sox ass�
,.
.
emu• MWIMMY A"M
MA Tfi M OF dR MI MMUF
K NI,� „HE m
DBAWNG TIRE -
OFFSET SPACING TABLES
DFIANNG NLlYBIA AD—�—D080
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
ffam FOR 9 M PIAr06£S
WT CMEOMM No SUM
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ WSET SECTION)
SHOWWNG TIE -DOWN SPACINGS
FIGURE 11.0
SPOT F1lxlRiN 4.0 Nit aLi US 711-WO 1D;1'BOD
TYP. CROSS SECTIONS)
SHOWING TOOWNS
SE NDIE 5 FOR
000
0 I60R
[TAB Of AD-m-ONO mm APPLY
10 Im SRAIOARD mml1 _ 0E SEEw
OF INE WT -SEE NOW % AD-ID-OOSD.]
M FLOOR SYS0-7
r F—kwu A A� 1 R 1 F-- ANm ma
�6�. Syr-�-4�G•
FIGURE 11.1
sic RM 6.1 MR AMM M-DO11N So
NOTES:
I. SEE 0-M-0080 FOR SPMW TAKES (OFFSET SECMiN ONLY
2. SEE AD-W-OOSO FOR OLI MTY OF LOWWOUL TE-DOMM STRAPS REMO.
(OFFSET SECTION ONLY)
l SEE OTHER DEFALS FOR OLW N1G (PER) OIlANI Y MID OTHER REOIAREMfTITS,
4. SEE AD-TD-0001 FOR ADMIONAL REOINREMFNTS.
5 ZONE- 2/01PORK 'C: 48- WMA IEFCHT
ZONE 2AVOSIIRE V: 40' MAMM NEIONT-36- FOR 12'-O' WIDE UMTS
ZONE 3/E7�OSlLtE V- 41r MAMLIM HEIGHT
ZONE 3/ExPo6l1RE V: 40' MAXIMUM HENGIIT
TIP.
ANm mu-4 R
�fF. c4<<•
FIGURE 11.2-g° �,'9;08�
jj M ALMi1ts =-WIN IMWD
[ `� 4 DAPIA APPROVAL•
Ise
�~ '•.t , atFi�'•�'do PPROVED BY
•G 0.004548
JUN 11 20
INC.
i
p� • P .�� a1 ERAL NUFACTURED HDb1E
e•�'••' {i1�•. `1 RUCTIONAND PFMSTANDARDS
JACOBSEN HOMES
P.O. eox 3sa
NOTICIk 't' ;R
� SPEECFMTM AM ORAYM AM
awahx, PROPRETARN, Arco CORF MIM
MAM&S OF JACOM WlAFACRAUNG
: ARA"w.
M.T.
DATE
6--8-04
REV. lEffER
DRAWWG TIM
FIG. 11.0, 11.1 & 11.2
MAWNS ARE
W_ stray alOMD ID
J-�
SAFETY HARBOR, FLOMDA 34695
IT3>PEIIT FIN Sa'EliIB MOSM NO W 6E
DAYN NLNM:
PHONE (727) 726-1138
wr mfEwx AID SECAFT FROM Olm
AD—TD-0081
F;d
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OfFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11..2 FOR
NOTES:
1. SEE AD-TD-DOBO FOR SPACING TABLES (OFFSET SECTION ONLY
2. SEE AD-TD-DOOD FOR OUANITY OF LONGITUDIAL TIE-DOBN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TO-ODOT FOR ADDITIONAL REOUIRENEN75.
910334
-0 . STATE Of
SEE C�ICGS, �G,
�- s�- I6 •oi - 16: ��-
-SECTION
:P.f.F.i NJUFN T IAM, H•OM.:
JACOBSEN HOMES THESE SPEOT1CAn0ONSEAO DRAMNCS ARE DRAWN BY: R R DATE: 5-9-01 REv. LETTER:
ORMAL PMXTARY. AM ODIi1o01RAL DRAWING TITLE:
P.O. BOX 368 MAXIMS OF JACOB5ET1 MANIICAC1U M FIG. 12.0
SAFETY HARBOR, FLORIDA 34695 n Nt NAsKax10W ARE PsEs AmDEV To 1H[
PHONE (727) 726-1138 PUT COW VAA�o�SEaRET FROM OTHM �A WNG � AD—TD-0082
ADDENDUM
GVRts
108" HIGH SIDEWALL TIE -DOWN SPA IUG TABLES stt 0 101
1
ZONE II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
WW ZONE I
WIND ZONE N
FLOOR
MK Of.
AFFm
A OTC
mom
t
V01H
. END OF
MU
EL OF
mai
SET:T101
IeL 0
EA SECDON
MK 0
26'-8'
3
42'
3
53'
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
WN.
MAX.
WIND ZONE I
WM ZONE N
YWDTTHH
EAIVE
OVERHANG
SPAW
DEL D
LOA
A14M AWU
SPOC
°��
ANOIGR ME
26'-8'
6'
W-8'
31501
40'--50'
64
3150f
4(r 50'
30'-8'
6'
6'-8'
31501
40'-50'
5-4-
3154
40'-50'
LONGITUbINAL TIE -DOWN SPACING TABLE
MIN..
WIt4p ZONE I
WAND ZONE N
FLOOR
cTY
Do, OF
rs%Ecm
AWN
AFIRE
WL OTC
EA00 ff
AFFDHOIT
AM
WIDTH
WL 0
EA SEMN
Ill 0
26'-Ir
4
41'
4
57
W-8'
4
51' 1
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE N
FLOOR YADTH
OVERHANG
SPAIM
Lm
MI01011 NHiE
SPAONG
�
ANIXR MQr
26'-8'
6'
5-4'
31501
40'-50'
4'-0'
31501
40'-45'
30'-8'
6'
54
31501
40'-50'
4'-0'
31501
40 -45'
VWNDZONE RI
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM
NOTES:
a • Il:.. ..•.: ;_
•�`j�F'� .
DAPIA APPROVAL:
1. SEE RAL ADOOIIIII FOR ADDIROTIAL REOWRELENM
�.
�� G� 4p.. .,3
APPROVED BY
`
1 N0. 0045484
2 SEE AD-TD-M FOR MAYMN M HOOHTS WMI ED FOR TIE LOADS
TADll O ABOVE
--rNTO
�, • sf
INIC.
�r��'��+ ••....••• ���'
FEDERAL MANUFACTUREDH�OME
RFu �jG
Ef i CONSTRUCTION AND SAFSTD NDARU5
j�. i ."t``•
t
JUL 2 7 ?W4
JACOBSEN HOMES
NOTICE: DRAIN
ME C►TIM AM WA>MM AK
BTF
M.T.
DATE:
07-20-04
REV. LETTETT:
TITLE:
108' HIM SIDEWAIL SPAaNG TABLES
P.O. BOX 368
01MIK• MWFKTMX AM aoWRmrl& DRANK
YA1 US W ACWS " UWAC IMM
WC SM WWAN1 NE FWW= A TIE
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
FIEWW Fat VIXIC FEW O93 NO ON E DRANK
WT car MR& NO MU FFM DIM
.40
N l�
AD—TD—OW3
56
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION I I
SHOWING iIEDOWNS aooR
MON mu
SET MON WA
FIGURE 10.0
FIGURE 10.1
TIP. G11115-1El�
_cwm
Ili SEE NOW S FIX
,r HAWN HIIOff
MQU MGLE--J
WWZONE M
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: v__ —no —
1. SEE A1I-11ID-W FM SPAM TAM� �. G��'►Y�F • • APPROVED BY
2. SEE Ao-lo-6oa3 FM OUANITY OF Ldi4MM X-OOHMH STRAPS MOM � •'
3. SEE OTHER DETAILS FOR LLOWQ (pa) oumnTr AND om REwi aE m
4. SEE RILL AODIMN FOR ADDITIONAL REOLIFEW34M QQ
S. ZGHE 2/bPORK V: 36' MAMMUM HEIGHT Rf ~ INC.
�.
ZONE 2 V: 2T MAXHAAI HEIGHT " ' , Q' 1
ZONE a/b V- 3a' MAXIMI HEIGHT '�OAS►• ���� FEDERAL MANUFACTURED HOME
ZONE 3/E�OSlHRE V- 32' MAXIM! HEIGHT C •••'••.•••:••
CONSTRLICTIONAND SAFEHYSTANDARUS
E ALL SPECFD IONS ARE BASED ON 2O• ROOF ANGLE MAIL t `
JACOBSEN HOMES > mm me , M.T. 0A1E 07-20-04 HaE,► `
GMAL PROPM IY, NO OMMMIL MAWS 7IW-,i
P.O. Box 3se ' AMMS W PAN= MWACRIM FIGURES 10.0 AND 10.1
W. go MI111 M NEH: MOM 10 m
SAFETY HARBOR. FLORDA 34695 I nni FIR 9EM 1OF= NO EM K DRAWING N AI
PHONE (72� 726-1138 ITT oo�mnK No �ac1 FROM o1�e1�s AD—TD-0084
w
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
ZONE II & III/EXP.. C & D �0 0
LONGITUDINAL TIE -DOWN SPACING TABLE
t (�� MN. WIND ZONE 1 IND ZONE 19
V FLOOR WL OTY. Ate m yx am lY ca
WIDTH EX END OF .. AM U N OF MOLE
O EA SLtT1011 MR 0 U $ 001 VK B
13'-4' 2
24'-0'
:. VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE -
RN.
MAX
WIND ZONE I
WIND ZONE 11
1T
A10NOVINUG
EAVE
SPAM
MIL
LOAD
moo ME
SPAM
Deice
AMU= ANOE
49'
S'-4'
3150
45'
24'-0'
6'
6'-8' .
3150
49'
S'=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE III
FLOOR
YOL OTT.
AHOY
WL 4TL
moo
WIDTH
E END or
ANfiE
EA. DO OF
EA SEC°01
MIL' Q
EA 5ECD01
VOLv
Yl 1
2S-4'
3
48'
4
43'
24'-O'
3
V
4
-45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WIL
MAX
WIND ZON% 1
w ZONE II
VAOTTHH
OVEiIIiANG
SPAM
LIN
ANm AHOE
SPADN6
LOAD
AMIXII Mu
31501.
47*
4'-0'
31
43'
24'-0'
6'
5-4'
31501
47'
4'-0'
3150
43'
108' MAX SIDEWALL HEIGHT M1NE)ZONE R/lR
(110 MPH)
20 PSF ROOF
IO PSF O.L.
RFF. CALCi
,`i�ia�rrsrrSlo"
NOTES,
"`=0 ��
O .......
F.
'�•4
DAPIA APPROVAL:
APPROVED BY
1. SEEM ADMIGUY FOR ADDIAOHAL REOIXUAIDIM
G�'`; ^`,,✓
+,
ON
2 SEE AD FOR YAIG1AI11 PIER HENi{i5 REQUIRED FOR THE LO .'�
TABULATED ABOVE
H=. '1�t
'
Dea 13,2006
.
b
INC:
FEMM �
JACOBSEN HOMES
iIESYbPEORCANXIGAMM400AM'
elfR.R.
°A 11-28-06
REV. LEnK-
P.O. Box Sea
1XIMIAL MOTH L AID OQs10EMM
►ummt w p4mm MAMWXRWK
IC slot YAMILS Nt H040 TO TKL
DuwxG lltLl
108' HIGH SIDEWALL SPAaNG TABLES
SAFELY BOR, FLORIDA 34695
vc HAR(%.) 7zs-naa
WPM I R Jmu PUwV0.5Es quo Mar K
NVT oar AM SOO ma VKK
DRAW4 MJMBER:
A0-TO-0085
58
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION .
SHOWING BE -DOWN SPACINGS.
FIGURE 10.0' -
TYPICAL CROSS SECTION I I II
.. SHOVIING IIEDWIS TV. It= SWEII-7 I 11P. QOSS-1Q�
SET MOO
a
iiIIIIIIIIII®m
s STF Tat[ 3 FM
L KmW HEIHT
ANDICR ANGLE of AFFROG SIABUIER i
HSDLLM MIN ANORd1 rN1 mmm INHDM N.M.
FIGURE 10.1 �20 ROOF
10 PSF D.L
�s.-- - 'S
h.
NOTES:
�►' . t1 rdi� �+� APPROVAL:
1. SEE AD-TO-M tort SPAM TAMES �•(:'T._ %r ..*� APPROVED BY
i SEE AD-?D-M FOR OUNI IT Of LUHOTLOAL IE-DDMN STRAPS REOUIED.
3. SEE OTHER DETAILS FOR OLD= (PEA) QUANTITY AND OTHER REOUfAEYEHTi . FJJ. L+� `
ON4. SEE FU.L ADDEIM FOR ADDITIONAL REOlAHEYOITS ; • : P11N
eC23,2006
ZONE :/DPSK V.:r YAmN mwa : 1 a C C.
ZONEJ/E>v'OSUR T: 44"-MAIOLIAI NOWT - : •nl - FeWOU ■YIrIFAC1U11EOHOME
2011E J/WOSiJRE V. 3r MAIIMUp HEIGHT {�P '1(` ,� Tan onos+wMSTumAaos
6. ALL S9EcncAras ARE BASER ON 20' ROOF AHQE MAIL AHD W YAl • D,�. •' `y
SIDEWALL HEIDIIL +�iC�i• �``�
Roll t"ItUt DATE Rr% DI im
JACOBSEN HOMES 1� OUNMAK R.R. 11-28-06
O WA. PRW"UA EL ACID DPAtEI1 - DRAWIC IIU'
\% P.O. eox 36e MAlO1WS OF "c°`g'1 """'FA"1""` FIGURES 100 AND 10.1
NC 41Or HAMW ARE M ON= TO 1K
SAFETY HARBOR, FLORIDA 34693 Kmmr Im v me r AmM AM =9 K DIAIM MAasER:
n
PHONE (727) 726-1135 our OWMIAL .o =amim obm AD —gyp— 0086
59
ADDENDUM
(108 �IDE1kALLP) �q
NORMAL TIO—DOWN SPAC�INC TABLES �.`�. 'N-0°131
ZONE it & III/EXP. C & D l
O�V
�l
LONGITUDINAL TIE —DOWN SPACING TABLE
Vi
FLOOR
TH
04*0 zONE a
00 ZONE m
wt
ii EIp a
sEM*
AIpE•
11i1 a
EA S CF
1A SECIta
'
kk 6
12`-0`
2
53'
3
40'
13 -4` 1
3
37'
3
46"
3
45'
4
49
VERTICAL TIE —DOWN / FRAME TIE —DOWN PPAC1N0 TABLE
VN
FLOOR
ODTH
VAX.
EAVE
OVMA4G
VJD ZONE n
#p ZONE Ili
SPA*
VAX w
AIp10k MOE•
SPA*
VAX m
AhOW Alp O
12'-0'
Ir EACH SIDE
5'-4'
72`
3Y TO 41Y
3$'
45'
13'-4' j
V EACH SIDE I
5-4'
80`
35' TO 40'
5-4`
42'
45
154 1
a EACH SIDE
5'-4'
80`
40'
54
46'
45'
LONdPPUDINAL TIE-- DOWN SPACING TABLE
ok
FLOOR
9i10TH
ZONE II
ft ZONE In
VkoTT.W,
FA SEftor
ilil e
DTY
u OF
ixCT1*
kw e
3
44'
4
40'
13'-4%
3
52'
4
45'
4
44'
4
56'
VORTICAL TIE —DOWN / FRAME TIE— DOWN ¢PACINU TABLE
FLOOR
OOTH
VAX
EAVE
OVERHANG
00 ZONE 1
ZONE III
SPA*
VAX P8
AhM AhM*
VA*
CAPER
AIjOo Ate'
12.-0r
13'-4'
6 EACH SIDE
6 EACH SIDE
4'-0'
4'-O'
72`
72`
37'
40'
4'-O'
4'-0'
34'
38,
40' TO 45'
40' TO 45'
15-4'
I V EACH SIDE
4'-0'
80
40'
4'-0'
42'
40' 10 45'
• NOTE: 1hHEN ANCHOR ANGLE FROM VERTICAL CANNOT BED
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE y5 FOR HOMES SET IN FLORIDA)
NO W
1, SEE Flu ADDEfy W FOR ADDITIONAL REWKYEWS
2 TARE BASSO DN ANOM *0W)(G LOAD a.11501 Alp DW;OW TIE TO
oPPOgTE eeA11
a VAX EAVE OWMANG REFERS TO OVERHANG AT SDE*ALL NOT FRONT OR REAR.
AI1BB0Oyy�� 1A81E5 APPLY TO 1N`�1�160. AND 184' FLDOR *el,m•s� �TH 99 l/2
4. I-eEAI� SPA': IOB U'AWUW SOEWALL HDG HT AND 6' iAAX�UI�
OVERHANG (6' 0► *G W EACH. 9DE OF Ti KA WE
S STA%gER PLATES ARE REWIPED ON S+DE*ALL ANOM AND LoWTuDNk
ANCHORS SET N FLO WA, SEE DWY RHIE 15c, EFFECTIVE VA" 2% 1999
EN AL• ` ^ rr DANA APPROVAL;
�w°� (� `;��` .��;:/ APPROVED BY
ii.. `� _.� rtar 25,2008
�� N PINc.
." FEOEwu. YANUFACIx11ED MOMS
' coxsnwcnoxnnosnFErvsT�xonaos
• „ :
�iC �'•:; i C.a I o' •
cif fiRED E�= ..,�
JAGOB,�EN HOhtEO
® P•O. BOx 356
SAFEPHONE(72>7 T16 ARBOR D I38 95�
THI�rAAI0�I►
ANAL, PR�I1[[AR14 AlA rk
AEI T�AI$.HF Yore
IIICG 9101 1fA1ENk5 4i P1 A1pD 7I1 >HF
r`c01lHpE1l dlp Y nql
D.I.T.
DATE:
12-11-01
REV. LETRR
DRA SIG T1TLE:
4()R�I. SPACING TABLES
DR G AO—TO-0087
OV
0
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
EA . SA LENCM - . . I". *V LFTx.'IU
Too PFJt SHEARWALLS
(AIL STiuNl )
E(T. Ulf teal ti% 3/9 LINGI
cum "IK
PA a( talc
7v fol srEI WA(LS
(ILL ilydAWQ
W-cows RikiJ m
Quo da IR
Mr O{ moO
`41M NOTE I ut NOTE 1
ME mm T sm NOTE iv
%a pOTES 2 AND 3. �
SM KM 2 AND I
A
A
ra REAb
Mot REdD
m "
m Rmb
THS LOCA71W
INS WATTDN
IHS L%At"
TTaS 1DCw11trH
FIGURE 8, 0
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO All SHEARWALL CONFlGURATIONS, ALL ZONES. -AND ALL AF VALUES.
�APIA N YM N
r.OlrE-oQ 1s a T+tY ARiA>; Ti-W�f s1Tiw 1(Ai a LOCITm 1N
�`
PPROVED BY
ow Or PC W." Dim Af3b1fE om ROYm AT IDTNl
, ,
094W A90W TD DE MTED rOlt AN MUM U Lf �i2S/ (11]o MS CN LOAD
(NA AO-0-W tlD�'lXRAL NOTES] FW NM Of WM AMa70t ma"mK)
�
.;
•"r•� .� ��
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L NN" A M AT CAOf DO Cr M SfAi"I Man (rot T1Q A1101t uT �
[mot Moo Al E&CH Do W "Sr3 RU M1[E=S cr �E-oq�e� sUuw ktaA17�a1rTsJ
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910934 � �
INC,
A, * 01 "MiNLL TS L=IW A KK A 501 KAM M KWT 0015,-tl1f3 M No
�
*
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ERAL MANUFACTURED HOME
1aW AQi RcaxtEO CALL 91W(A1Li m�rsunorcz ALL ores
:c
$TATF QF ; '4�i 2
NSTRUCTIONAND SAFETYSTANDAROS
Akio >pa saj
JACOBSEN HOMES K°TLca� ��:"`��R.R. �"'�oi-o1-oo
R�sC 7'EfXIG�1VO PCa�aox.L. Pfa�'R6wY, Aw •.
wm-
P.O. Box 394 rAMMAS ar 4k== y a� S/W TW/PIER REO.
1iiC !rlGl " ms ARE I'k
WETYNARGMFLom0A.1ae5 tm�orikt=rwomodwa.c DRAMo+G�+�etx:,
PHONE (W) 7Ta-1138 1�r oo:rpGct4 •+o ofrxcl fitdf ceanc AD-TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEIU40 WAY BE FIAT OR SLOPED
SIDE VIEW
1 1/4' X .035' 71E-DOWN STRAP
C0RNUOUS AROUPID JOISTS.
END VIEW
350 PLF WAXNUW SFEARWALL
DEMN VALUE (PER WALL)
1 1/4' X .035' TIC DCYM STRAP
C0NTINUCJS ARCJ\D JOISTS.
NOTES: z .,(o
E iji �W�YiOvAL • ,� �/y •�
DAPIA APPROVAL:
1. Gwm ANCKM TO BE RATED FOR AR ULTIMATE LOAD OF 47151 [3150 DE9011 LOAD] (SEE
(SEE AD -ID -*:DI 17D-fFNi�AL ROTES] F011 NmZ ON E>Louw ANOIoa R:StAliJlnai)
::"? 1 'r
APPROVED BY
L INSTALL A PER AT EACH END OF TIE SNEARIWAIL JOISTS (PER lK AWVE DETAILS).
ON
3. WWLW S1•EARwAU. IS LOCATED ABOVE A SOJD IEADER (RAL I-RNT CROSS-UDMp..) NO
TE-M" STRAPS. OR PIERS ARE REOU M (ALL SWMWALL C0NFICLRATIOIIS, ALL ZONES
•
;
AND ALL EXPOSM).
4. TIE -DOWN S1RJ1P
i �' • 4��++
•. •: :� : ,
i
REQUIRED AT EACH END OF JOISTS, ALL D8= rvW CONFLOJRATIONS.
�� . ' • • .. �.'. ,. N l• mi
1 V V.
5. CEILNC S`fOWN FLAT -OPT CATHEDRAL OR SLOPED CELINC LIAY BE USED.tiL�``��
6.
! ! ' C•`�
ROERAiwwLsµ s_; w .�
C�GTA:TA�ArC SA'P•:
FULL W1D1H SHEARWAt l5 11RE SH0W11 IN 11E DETAL ABOVF NOWE, ANY LENGTH
, VEA
�� 1 •�
!!�
l�JrIIIII111LTTA�t
OR C0HFTLXIRAT04 SIEARWALL WAY BE USED.
NOTICE DRA`AN BY: DALE REV. LETTER:
JACOBSEN HOMES � S-ECIITCATIM AVD DRAwNGS ARE R.R 2-6-96
ORC. uL PROPRUARY. RA) CQMMAL DRAVANC TITLE:
5plqrF
P.O. BOX 368 WAIERAS CF JACOGS�04 WANUFACTURICpgL. S W CONFIG. T1E—DOWN
SAFETY HARBOR, FLORIDA 34695 p apoll roq � K ARE a g we vat TO r
PHONE (813) 726-1138 IVI CD*v..Nna AND w-aET ntm onus. DRAW\, NuuFER: AD—TO-0110
62
DOUBLE SHEARWALL .CONFIGURATION
TRIPLE & MULTI SECTIONS
CERJNG MAY BE FLAT OR )
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
\- 1 1/4' X .035' TIE -DOWN STRAP
MIN. CONTINUOUS AROUND JOISTS.
TO
35,
1. CROU1D ANOiORS To BE RATED FOR AN IATWATE LOAD OF 47251 (3150 DESIGN LOAD)
(SEE AD-ID-0001 (1D-GENERAL NOTES) FOR NOTES ON GROUND M04OL INSTALLATION.)
2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DEIALS).
3. NO SFEARWALL IS LOCATED ABOVE A SOUR HEADER (FULL HEIGHT CROSS-MEwn) NO C
TIE-DOMN STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES
AND ALL DPOAIRESJ
4. TIE-DOWNN STRAP REWIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS
5. CEILING SHO'AN CATHEORAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER. ANY LENGTH
OR CONFIM.AT1ON SHEARWALL MAY BE USED.
7. THIS DETAIL UAY APPLY TO TRPLE AND/OR DOUBLE WIDE SECTIONS.
350 PLF MA)OOJUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John G. Doeden, P.E.
15133 C. R. 22
Goshen,IN 46526
N IS A TRIPLE WIDE RAFTER,
APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
4D VIEW
X .OW TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WADS MHEN AT LEAST
2 STANDARD VERTICAL 71ES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARWALL LOCAMON)
APPROVED BY 5 I
0 0** ;0$ 1
N . rrl
I N \..�.
��in�11�a4Aw wm�iwr..rx
JACOBSEN HOMES
NOTICE
THESE sPE4anaTIDNs AND DNGN4FNs AMR.R.
ONGINAL. PROPRIETARY. AND COFOiDMpA
MATERIALS OF JACOBSEN MANUFACV"G
DRAWN BY:
DALE
4-09-96
REV. LETTER:
A
DRAWING
TIE
P.O. BOX 368
ITG SIKH YAITRMLS ARE PROmco
S/W CONFIG. -DOWN
HARBOR.
SAFEPHO
TO THE
WT OIT WSJ
no
DRAWING NUMBER:
ETY
(513)F726ID11384695
car SEagS�
AD-TD-0111
63
PORCH ANCHORING
DOUBLE HEADED 3,t
NOTES:
L SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOCVJNG
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
MNDZONE ID
EXPOSLRE 1C
(1140 hiPH)
20 PSF ROOF
10 PSF D.L
REF.,CALCS."
og,4 7
1
:0ADAPIA APPROVAL:
_JAI
PPROVEDBY'
1
4
19INC.
PEDESA MANUFACTURED HOME
L N NST
STRUIVION AND SAFETY STANDARDS
MC Ili t w
NOCF. - :
JACOBSEN HOMES 7KSE SPECMAVMTIAM DRANWDRAWIN BY. 5 AK M. TDATE
. 12-13-03 REV. LETTR
MONA4 PROPNnNY. AND CD*MT4 DRAPING 717LE:
P.O. BOX 368 MATERIALSCF .IA UMWACRMC
W_ 9" wniams me PwAm 10 DE PORCH ANCHORING
SAFETY HARBOR. FLORIDA 34695 KOW RR SPEOM PAM NO NMI BE DRAWING NUMBER:
PHONE (727) 726-1138 wi cwmoim me c-rwT nmu omm AD-TO-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
)WN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RAf1lU5 CLIP
I� i I I_I
I- I—) I I —III— RADIUS CUP MUST BE INSTALLED ON
_ ALL T1E-DOWN ANCHOR BRACKETS
ADIUS CUP
ANCHORING EQUIPMENT
—III I I I -I I I -I I BY (INSPLAY NG AOSTRAIGH 3 FABRICATE*LENGTH OF
CAPABLE OF RESISTING -III-I I I —III— 1 1/4' X 0.03T TIE -DOWN STRAP
THE WORKING LOAD
REQUIRM ON THE MATERIAL IN ANCHOR SLOT AND BENDING
TIE -DOWN SPACING I —III —III-I I TO FORM THE CONFIGURATION SHOWN.)
TABLES (SET_ OTHER I— III —III— RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS I INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
FOR ANCHOR ANGLE. I I —I I I -
III -I I IN THE BRACKET 'OH TO OF' THE RADIUS CUP.
``1111WIWIIIIIIIff/f��'
N C. Doe'%
NOTES: OVANO. O'•. 'y DAPIA APPROVAL
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME - ENEfl70357 PROVED BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL U�M
BY AND INSTALLED BY OTHERS- ON SITE. r T.^. F/ r .)UN 1 5
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING O�; .• /STAY
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- �. 19
'J Ua .` .
mmm
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �i�fff1AL IL fT rAcri
++o q
WHERE THE ANCHORING SYSTEM REQUIRES THE USE MICH BR HAND TIE -
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES N077C� DRAWN BY: DATE REV LETTER
TI[SE SPEDIIGITIONS ANp oRArHcs ARE C.L.Y. 5-31-95
MONAL. PRMKTMY• AID 0711110ENTWAI DRAWING Dill: /�
P.O. BOX 368 MATMMS OF 0+ YANAACARWC ALT. TIE -DOWN APPL.
NC /-
„ 9" MAYERKS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 R104M MR VEOIX PWIWM AND W9 EE DRAWING NUMBER:
PHONE (813) 726-1138 KO Cdf0EE M 00 saRt n= OWHIT& AD-TO-0200
APPROVED VERTICAL TIE —DI
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD) •
C3
x
iC
i
VERTICAL ME -DOWN
0
TYPE 1, FINISH B. w
GRADE 1 STEEL STRAPPING
1 1/4' WIDE h 0.035' O
IN THICKNESS, CERTIFIED BY ui
A REGISTERED PROFESSIONAL ts
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
F FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,
IT MAY BE LENGIHENE•D BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
t�
0
t
�J f
DIACONAL FRAME TIE
I
—II
ANCHORING EQUIPMENT _
CAPABLE OF RESISTINGI—
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) '
SEE OTHER DETAILS
FOR ANCHOR ANGLE
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE —DOWN TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' WIDE do 0.035'
IN THICKNESS, CERTIFIED BY
A REGSTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
r
910334
-a STATE ` F ci`r
THESE SPEaT1 noN57 AND ��E UNAnN t
JACOBSEN HOMES
ORIONAL PRDI'METARY. AND COIITIDDITIAL DRAWING
P.O. BOX 36B UATDDALS OF JAu CDBSEN MIUTACTI"C
®� INC. S1CN YATERIAS ARE PROVIDG TO INE
SAFETY HARBOR. FLORIDA 34695 RIOPCNT Fat SPEIFIC PtBPOM AID UZI III ORAWIIIG
PHONE (813) 726-1138 PUT CONI1DENTAL MO SEOST rROU ones
R.R.
DAPIA APPROVAL
APPROVED BY
ON00or
REVISED
INC.
rtIw Ww s.eruaEo �a.e
c:o asmuem+.No s�s¢n 9[mam E
DATEREV. LETTER:
]0-05-96
ALT. TIE —DOWN APPI
AD—JD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
I�COLUMN 'A' — — COLUMN 'B'�I
SEE TABLE FOR MAMU SPAN FOR COLUMNS 'A' OR 'B' 1
COLUMN 'C' COLUMN b'
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b'
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX. SPAN FOR COL 'C'
COLUMN 'E' j COLUMN *r COLliul
SEE TABLE FOR MAMMUM SPAN FOR COLUMN r
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORPIO REO'D
COLUMNS 'A', 'C', b' OR 'E'
COLUMNS V OR 'G'
COLUMN i
(SEE AD-M-0251.
AD-TD-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-ID-0253)
SEE NOTE 1
EXP. 'C'
EXP. b'
EXP. 'C'
EXP. b'
EXP. 'C'
EXP. b'
W. 'C'
EXP. b'
EXP. 'C
EXP. 'D'
EXP. 'C
I EXP. 'D'
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
2T-7'
4S-O'
29'-6'
V-9'
23'-Y
4S-V
29'-6-
33'-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6-
14'-9-
16'-10'
11'-1O'
21'-6-
14'-9'
16'-10'
11'-10'
1 - +000/ ANCHOR
27'-3'
16'-9'
21'-5'
15'-0'
27-3'
I5'-9'
21'-5.
15'-O'
27-3-
IV-9-
21'-5'
15,-0'
NOTES'
ENaNEER APPROVAL
DAPIA APPROVAL'
APPROVED 81(,
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TO-0253
FOR SPECIFIC INFO. ON ANCHORS.
5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
John C. Doeden, P.1,
INC,
15133 C. R. 22
cnwwlm" wmrvQm
Goshen, IN 46526
JACOBSEN HOMES
P.O. BOX 368
NOTICE:
THESE SPEaluna+S AND DRAVOICS ARE
MGMAL PROPRR TARY, AND caaWU&
MAT
MATERIALS OF JACOM MANJfACTURDIG
DRAW BY:
C.L.Y.
DATE:
5-31-95
REV. LEM
n
Domo
DRAIHNG TITLE:
CAL- — A
,I
SAFETY HARBOR.
R FLORIDAFLORIOA 34695
we sua YATERULS ARE FRONDED THE
r
RCl'>P[NI a sifllt PU8n4S Aro MUST aE
/H`
DRANNG NUMBER
PHONE (013) 726-1138
IVT ra fMRk NO Start M OMM
AD-TD-0250
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
ANCiORS INSTALLED 24- APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -WIDE
ATTACHED
ANCHORS
_..,,111111111,...
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4" WIDE k 0.035"
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3t5O# EA.)
.Q STc
No. Fo'?'
EN"c8703571
s��NAt Ey�:
AFF =... `,i`ED BY
.1.IN 1 5
INC
riDENIIYMfK7tA�N,E
W67NA:71tf1A!OSN[11 WrOMn
JACOBSEN HOMES
AM 'RAWN
BY:
'D. C.L.Y.
°A'E' 5-31-95
REV. LETTER.
THESE sKanCATMS OW DUUNM
■
P.O. BOX
OIECINAL. PRdP1bETARY. AM LAW YDf1111AL
MATERIALS OF JACOBSEM MAIANACTLREMC
DRAWING TITLE:
COL. TIE -DOWN APPL.
n
SAFETY HARBOR. FLORIDAI 34695
WCMAnIMS ARE PR
Nc H OM= 10 THE
REQE11r raR SP[= Puwom me mm K
'1-�`
DRAWING NUMBER:
PHONE (813) 726-1138
IVT Col WIM AO SECRET TROY 0M
AD- TD-0251
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
MARRIAGE LINE OF WAII-'M.DE
FLOOR II FLOOR
101
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' MADE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE
GROUND ANC,HIO,R„A (315 0 #)
NOTES'
ENQ •• CC`O �i�
DARA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
�.�`� Q t,.S TFq
q1 No. FO '? %
PROVED BYE
NE8�
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
_
SHALL HAVE A RESISTANCE TO WEATHER
DETERIOR—
=
JUN 1 5 10
ATION.
3. PROTECTION SHALL BE PROVIDED
=
INC
AT SHARP
CORNERS
��p' 6 4 �,4'
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL
'�� ��'• NO) .•'•�� �.•`
�i S `••••••''
ArrrasAwsA>tniwOvp
STRAPS OR CABLES.
E��.•�`��
NA
JACOBSEN HOMES
N0710E
mm sPEOf1CATIW AND muRlltls AM
ItRAW BY:
C.LY.
DAIS:
5-25-95.
REV. LETIER
DRANING 7I E:
COL TIE -DOWN APPL.
oB P.O. 80X 368
CMMAL. TRUAKT AND CM"MXTVL
MATERIALS OF JACOM UWAnMC
„ SAFETY HARBOR, FLORIDA 34695
PHONE (E13) 726-1138
NG 91W MATERIALS ARE PRONGED TO rE
RECPENf FOR vEEi1C R1an4S NO MAI BE
IQPT COKWRQ AM IOU r%N 0110M
DRAIRNG NUMBER
AD-TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 i MIN.
COLUMN STRAPS
SINGLE GROUND
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
0
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
'GRADE 1 STEEL STRAPPING
1 1/4' WADE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
. _..111111IIIIu,.
No.
;yFo F
N287 a
OVED BYE,
jM 1 51 T
1VIM INC
cwal�ucla� eo sArt1'r swalR
TTE
JACOBSEN HOMES TIESE �OFICNOM"IfA AM DRAW= AM �Dw�w+er.. C.L.Y. uATE. 5-25-95 ��' � Pt
aaarw.. PoPaIErARr, AID OOMIODITUI DRANWG nni
P.O. BOX 368 1A1;;M% eDF '1AC0 " uANUTACTURwD COL. TIE —DOWN APPL.
„ SAFETY HARBOR, FLORIDA 34695 � FCR SK� FU AM yAM PRDWO m K DRA/IWG NUMBER:
PHONE (813) 726-1138 IVT CasoE IM NO YCRET Taa DT#M AD—TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A, COLUMN'
-- - - - - -
ISEE TABLE FOR MAMN SPAN FOR COLUMNS W OR
r
'C' COLUMN b'
/COLUMN
APPROVED EY
I I
SFE TABLE FOR MA)mAlll SPAN FOR COLUMNS 'C' OR b'
r
SEE TABLE FOR SPAN COL •E' SEE TABLE FOR MAX SPAN FOR COI..I
INC.
FE0 L MANUFACTURED HOF1c
RUCTIONAND SaTY STi.7DAROS
MAR 0 3 1999
COLUMN 'E' COLUMN i COLUMN
f
ISEE TAEEE FOR MA)mw SPAN FOR COLUMN'r _ I
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHOIW REC D
(SEE AD-71)-0251,
COLUMNS W. V. b' OR 'E'
COLUMNS b' OR 'C
axLAm r
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD'7D-MI)
SEE NOTE 1
DP. 'C
DIP. V
EXP. 'C'
EXP. V
EXP. 'C'
DP. V
DP. V
EXP. V
DP. 'C'
EXP V
EV. 'C'
DP. V
2 - 31501 ANCHORS
31-4•
25-6'
29'-4'
2O'-4'
37'-4'
25-6'
29'-4'
20'-4'
37'-4'
25-6'
29'-4'
20'-4'
1 - 31501 ANCHOR
11t-6'
12'-10'
14•-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3•
18'-6'
12'-10'
14'-7'
10'-3'
1 - 40001 MCHOR
2S-8'
16'-4'
18'-7'
13'-O'
2S-8'
16'-4'
18'-7'
13'-0'
23'-B'
16'-4'
18'-7'
13'-0•
REF. CALCS c ✓ /� 93.
Dla ... �c '•,�
DAPUI APPROVAjAAQ OS INU
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
;'Q� NO, FO'•.•
AppRp�D BY
FOR SPECIFIC INFO, ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
910334 -
.:
INSTALLATION.
1k
OF :
STATE ��,`
�:,��'�F'�.
1� `�
INC,
DMA,.•• '
�n��M'°''°rrn'°"'n
JACOBSEN HOMES
wx sPcar>GNilaDAm ft o WAWNM A
M•T
DAB 2-9-99
REV. LETTM*
ORAWNO MAE:
OROW. PRPRIEURY, AND CONFWUr.
MATERIALS OF 1ACOM MANUFACUJRNG
18eWIDE COL. TIE -DOWN APPL
SAFETY HARBOR, FLORIDA 34695
YIC SUCH MAIERULS ARE FRONDED 10 UE
REmm rOR spEam P ras me um GE
ORAINNO EAAMBER:
AD—TD-0254
PHONE (727) 726-I IM
I"T ODNnoENUAL ARo mm nm DDm
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' URGE OPENING 24'
SEE NOTE 1
.n_. ,ul ll r n6—wml jl wj ", m".
BRACKETS (SEE TE-DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIM M SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MIUIMMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
NOTES:
ENCTPRoft. lo •,
DAPIA APPROVAL:
1. URGE OPENING = ANY OPENING WIDER THAN MAX TE-DOWN SPACING ALLOWED.-
2 VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTIC4 TIE -DOWN SPAa
r EN�8703571
~�r —
ROVED BY
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
,�'•. //1 f ,�. �:
''��
.1U+1 1 5 1995
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
F ��� ���•
INC
3. INSTALL FRAME TIES AT ALL VERTICAL TE-DOWN LOCATIONS.
DAlALT►��Nv����
4. SEE AD-TD-0001 FOR ADDIIONAL REOUDHEMENTS
ANaIOR BRACKET AND TIE -DOWN
DEVICES ARE CERTFID BY 01HERS
JACOBSEN HOMES
TT�SE SPECInaNTI NSS � MAU= ARE
DRAWN BY: C.L.Y.
DATE 5-31-95
REV. LETTER:
P.O. Box 36e
„
CRIaNAI, PROPFEM. AND CONMENTIAL
MATERIALS CF JACOBSEN MATATPACI"G
NG SUCN YA1T70N5 ARE PROWOED TO THE
DRAWING TITLE:
TYP.
SINGLE WIDE T/D
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REWINT rOR 9OIC p rm me am K
IQP T CONIwTa AM =Fu TROT ores
DRAWING NUMBER:
AD-TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
Fi
24' n n n .. ., n Ir
COLUMN SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENiN S GREATER THAN 41T' IN WIDTH.
MULTI -WIDE FLOOR SHOWN
SEIW7ED FOR CLARITY
[2j4'
STANDARD VERTICAL BE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE BE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAWN SPACING ALLOWED).
ALSO SEE NOTE 3.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL.
NOTES:
I. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAIOMUM TIE -DOWN SPACING REOUItED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL WRTTCAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQIAREMENTS.
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
STANDARD VERTICAL TIE -DOWN STRAPS OR ANOiOR
BRACKETS TO BE INSTALLED A MAAMUY OF 2'-0'
(24') FROM EACH END OF THE UNIT.
,�gRNnw R1A���
IT AOTRdCAM� NFQ �Z 'i� DAPIA
�ENES70357J
5TAT�F, OF
%s�ONA l �� ��•�`.
DEVICES ARE CERTIFIED BY OTHERS
THESE SPEOIRUITIOMS AND DRAUHM ARE
0 PCPRORAYYAUC0TiUO WG 9XH MATUMS ARE PROM D TO THE
RTOVIT FOR 9[R7= PJPM APO YJST of
OUT I:ONFt90 nk AIO Kau no Om
24'
C.L.Y. 1 6-1-95 - - -
TYP. MULTI -WIDE T/D A
R. AD-TD-0310
73
SINGLE WIDE TIE —DOWN
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN I
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS) FRAME TIE -DOWN
SEE DETAIL - 'B' Z
DOUBLE WIDE TIE —DOWN
NOTE`
C SECTION
I I MARRIAGE WALL
NOTE:
SIMILAR To
I OPENING TIE -DOWN I
A do B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE —DOWN
FRAME TIE -DOWN
ONLY. OPTINAL OAT I
OTHER LOCAnoNs.)
IPULL DOWN TIGHT TO —/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A'
SEE DETAIL - V
TIE -DOWN STRAP
SINGLE HEADED GROUND.ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WITH 2O251 ANaiOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
IY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (31So LBS. MAAMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
aNK COATED STEEL STRAP, OR EQUAL WITH SISo*
CAPACITY MINIMUM) K I•S= 477,S M ULTi,,,,,F
Loan o4rpCITy
NOTES: ENfi, �` �� DAPIA APPROVAL:
1. SEE DETAIL PAGE q AOR MARRIAGE WALL q�, • +
OPENINGS GREATER THAN 49 INCHES. d: VP To ICI 6" 'i�IgVTq : • 04' ���� : APPROVED BY
%2. SEE TIE -DOWN SPACING CHART ON PAGE Z EDR 9� 2
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE ROR TYPICAL I -BEAN INC
PIER CONSTRUCTION. STATE OIF 11b 9CS
•.s�RED EN � . pp�$p{�Tp1A105AIiTTSSMON'Cb
REV
JACOBSEN HOMES mm�� AMDRAM=ARE BY' RR °"� 10-31-95 'LETTER
■ OMOINAL. PROMETARY. AND OONFMTIAL DRAWING 717LE:
YATERIAIS OF JACOM IUNLAACTANC
�� P.O. BOX 368 WC 9XH YATERWS ARE PROI= TO THE ZONE I TIE -DOWNS
SAFETY HARBOR, FLORIDA 34695 IMMUT FOR 9UM PllRO AM YAT K DRAWING NUMBER
-
HE (813) 726-1138 WT COIFOf1 Rk AO SECRET mm onm AD-Zl -0001
74
75
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
`SFE NOTE #I�—
MAIN FRAME I -BEAM
END
SPAONGI
CENTER
SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
SPACING
END
ISPACWCI
DOUBLE WIDE TIE —DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
END
•
WAUNU
WAUMU
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
SEE NOTE 111 `SEE NOTE #1—
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
I ICI SPACINGj S ACING END
1.
TRIPLE WIDE TIE —DOWN PLACEMENT
10
IN
DAPIA APPROVAL
SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF �� r��IFICgj:•`�ji APPROVED BY
MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. V F
N0.0045484 .,ON
p • *. ,
STATE OF * I
e�?,�� FURAMws.auaowa
NOMCF. '' '* DATE: REV. LETTER:
JACOBSEN HOMES AN iHEsE sPEancA=m D oRAwNGs ARE ' RR 10-31-95
OMONAL PROPRIETARY. AND CdNn10 TA1 DRAWNG MU
P.O. BOX 368 MATERIAs of JACOBSU MOXACIUINC TIE —DOWN PLACEMENT
„ SAFETY HARBOR, FLORIDA 34695 �fpp q�pWERIALS AM M No WST �
PHONE (813) 726-1138 IVT a71fMA& No Man n= omm DRAWWG NUMBER AD-Zi-0020
76
ZONE 1 INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM.
eY
FEB 0 1 M
INC.
)HOME
JACOBSEN TOMES
NBC �`: M ORAL A
�MM or UAIL
M.T. 2-1-00
RV LLIILF
CRIMP1. IROPOCTARY ua CQ WNlAt
1AVUALS Or ACOS "' """""""""`
DRAWM nnE:
ZONE 1 INST.
„
P.O. BOX J68
SAFETY HAR80R, FLORIOA 3�695
RR VUV P n M NAU AK o mist R
DRAWWG NUMBER:
PHONE (727) 726-1138
W1 CCKM0 a M Matt MOM antes
- AD-Zl-0100
77
ADDENDUM
FOR INTERSECTING UNITS
m
Lei
MAW UNIT
/DORITER I \
MAXIMUM PIER HEIGHT FOR VAPoOUS ZONES
(REFER ALSO TO SIDEWALL TIE-DOWS MAXIMUM HEIGHT.
Z4bE2 ZONE
EXPOSURE 'C' 90' 56"
EXPOSURE V 39" 46'
LONGITUDINAL TIES ONLY REOUIRED 0 EA. HALF
OUTSIDE BEAM IRIS END, EXCEPT FOR ZONE 3
EXP.'D' THEN 2 REQUIRED EA HALF
(IE. 014E EA. BEAM, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MARL UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE BIDE
CONNECTION REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END. OF THE UNIT (SAME AS TYP.
DOUBLE MDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REOUIRED AT EACH HALF
INS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTIONS) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED W 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)
_.,U11111111 r...
OT S: u+Lksxele,Uw ,KUv • ., IV -If, UANIA ANrKUYAU
1. FOR QUAD SECTIONS, EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED • Q' N0. OAPPROVED BY/O ,.:
INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALLS, TIE -DOWNS, RIDGE- EN 0357
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) _ JUN 1 5 iM
MIA INC
�,� �s,' • • ........ • NV `� �,�,� „o SKEif swarss
ONALr�E
NOTICE DRAWN BY: DAIS REV• LETTER:
JACOBSEN HOMES IHESE SPECNICATIONS AND DRAWNGS ARE C.E.Y. 5-16-95
WONAL PROPfMETARY. AND tWNFMWIA1 DRAWING TITLE:
Et5i11
P.O. BOX 368 MATMALS OF JACOMM"ACIURING ADDENDUM -INT. UNITS
SAFETY HARBOR. FLORIDA 34695 REMW FCR TECFE PJKM ND WS1THEBE
PHONE (B13) 726-1138 IRPT CDNFMnk AND SECRET FROM ODM DRAWING NUMBER QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERI NE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS).
30 GA. GALV. STEEL STRIP
INSTALLED OVER MUTING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERD41M RAIL-�
OR RIDGE BEAU
CROSS-SECTION
30 GA. CAM STEEL STW
e' x LENGTH OF ROOF ISECTIONS
MAY BE OVERLAPPED 2 MIN.)
W/STAPlES AS 9i0MN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
3/8' X S' LAG SCREWS
18' O.C. (ZONES 2 & 3)
STAGGERED .
�- 30 CA. GALV. STEEL STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION NTO DECKNG
2 " O.C. MAX SPACING (TIP.)
tN11 U 111N
NOTES ENaNt o pp� I.,,OALPIA APPROVAL
1. 30 GA. GALV. STRIPS USED MAY BE WAND DEFLECTORS ) . �, RF' • �i 'f+ L- :: _. c D L3Y
REMOVED FROM ROOF INRIGN OAL CONDITION Q No. O y
(EXCEPT FOR STAPLE HOLES] _ ENE8703571 JUN 1 5 IM
STEEL STRIP MAY BE CDNTINNOUS OR PIECED.
2 SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY INC,BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER 1
'• / 1
THE UNITS HAYS BEEN ATTAM TO PREVENT ANY •��.`
TRANSIT DAMAGE AND TO ENSURE THE 99NGLES UNE-UP
FROM ONE SECTION TO THE NEXT.Nit
• . �N�����`
N077CE flit tomes . DATE REV. LETTER:
17=JACOBSEN HOMES TI[St SPECW.AMS AND IIAAttINGS AM C.L.Y. 5-16-95
MATO I. PLIOPrOETARW; faro 0OFACTL NG DRAWING TITLE'ALT. ROOF ASSEMBLY
P.O. BOX 368 YAfE&0 a A ARE 4ANAFACTUROlO
NG 9A7N YA1E7aAL5 ARE PRONGED TO 71K
SAFETY HARBOR FLORIDA 34695 en>Port Fd1 V= NYNO NO Mal IIE DRAWLING NIMBEk
PHONE (813) 726-1136 WT Oa MUAL AM SEOV rWa 000M QUADAD02
79
FTIFIF�
E]EIEF
EIVWFI
LIEI
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8