HomeMy WebLinkAboutSet-Up Manual Addendum3
SET-UP MANUAL ADDENDUM
❑oo❑
JA ;OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
q
f
ALL HOMES'SET IN FLORIDA
MUST COMPLY WITH
R
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 RATWG OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
AOUNG_
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.
D BY
44M 1 5M
INC
NOTICE DRAW BY. DATE K'V• Lc I'CM.
JACOBSEN HOMES THESE SP£�GTMS AND DRATaa C.L.Y. 5-30-95
MGM. PROPWEURY. AND CONIFI=TUL DRAMG TITLE:
11MERIALS OF JACOBSEN YAHUFACTIMNG EXTERIOR A/C DUCT
P.O. BOX 368 W- SIO1 VATrauLS ARE FRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 PECPDiT rOR SPEOr1C MOSES 11D HOST BE DRAWING NU4BER
PHONE (813) 726-1138 IVT 0WDENTUL AND SEOET EROW OTHEM AD-AC-0001
Q
i
it
-2
r
40.
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE . HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DIZCCNTI�gUE
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 .E
1N14rvn� F
5`Y
INC.
IlvalAlWMWeRI��W
�IA10Waf�WOlAt�
JACO BS EN HOMES
NOTICE:
THESE SKOF"T"S Ago RRAWIM ARE
DRAV04 BY:
C.L.Y.
DATE:
9-28-95
REV. LETT<
GIMPIL. FROPKTAer. AN OWMICIM
DRAWNG R
NAIMALS OF �A =11 IWIM"ACMIM
W H. VENT. SYS.
\I
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
NL Sm YAIENKS ARE 9RWZ D TO ra
REM4 Eol 3KCM P111fOsi5 AM M1ti K
CRA►1{RD NUMBM-
PHONE (813) 726-1138
ovE emrmrAL Ate Kau M OHM
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.
i 0.016' X 1 1/2' MIN. STEEL
STRAP 0 48 O.C. MAX. SPACING 1 4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
GAPS S IN FLOOR SYSTEMS INSTALL WDOO SHIM AT ALL LAG
TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
ND$01
AND FOR GAPS TO 3/4% INCREASE 7NR000H AND TO KEEP CONNECTION
(ALL ZONES) TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL DMWRES)
MND 201E
F) 1FIE
3/e 13 1/x' LAG 30M
30 Gl STRAP FASM0 W/
7/fi' 1 14 GA. SURFS
IM ZONE
E
WiNUM MJYBER OF FASTENERS REGUM
0.131' x 1 1/r ms
7/1r X 16 GIL SWLM
MOW SPACING
&kWA SPACING
•1:
W ac
21/4• ac
3
s
2
2
ti'
Ir O.C.
17/er o c
ti•
4
7
r
la• me
r ac
4
7
ICnc
1 1/r O.C.
liv
1 a
a
NOTESs
DICK L N"CHAL:
DAP1A Al"CIVAL'
APPROVED BY
1. 1' NX PEJNETRAl1GM IS REOM ON STAPLES FOR UK 0,014' SIRAP.
Z WCO 945 TO BE RJFM FEN SPF #3 Ill CR BETLETL
X 4' X GAP 1rD1H WL SRE)
1056
Revised
Y3' 24,2006
s" -Ma
�.,Oz
�7�MJrm
OR FLYW= MAY BE USED F THIODLESS EQUALS GAP WDI-r X r L41L g
�i. �Ll08 P �.
INC.
3. IW YAl0 M SaDE14U HEIGHT
,'� Eng n rinc�, !nc
FEOEML MMUF�Li11RED MO
a MS,RUCFMN AMD SAI ETY ST MOWDS
4. SEE OM DEua1s FM SEALM FLOORS FOR AIR KL44AML
JACOBSEN HOMES>�>>°EIU�,CS
AFc
MAW ar: M T
05-22-06 DAMt�v.
LETIER
P.a Ilox ace
aMUL. FLOP MMY ADD ammm m
wMWO OF MOMM MANACIURM r
We sJa K410M AM PWOM 19 x
MAMNG ME:
M FLOOR FASTENING
sAFEn HARBOR, FLORIDA 309S
PHONE (813) 726-113
KOM MR sm mass AID 00 t
ICI
I ONEDMAL NO =w "m a*=
DRAY" WUBM
AD-FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131" X 3 1/27 MIN. NAILS
8' O.C. MAX. SPAGNG, STAMM
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
S 2j ob
Huhn C. Dueden, P.E.
K2 Engineering, Ina
APPROVED BY
ON A Revised
May 24,2006
000 r
INC.
F!OlML WMIF�Cfll11lG IIOM!
CONfwtlC w MD s"aw iTMO um
JACOBSEN HOMES
»N0 ��► . 'm
MANN01Mcr &mo N �4L
wm�xs a +�ma+o+ rN.r�wJsio
mamas; M.T.
05-22-06
B
°�� ' M/W WALL FASTENING
PA Box 3N
Me sI wsn�ts na�cm �o K
CRAW M10k
AD—FA-0010 .
SAFETY HARBOR. FL&WJ% JW95
MINE (eta) 726—rt38
shoe a sane s ao rst t
an mlmom =sir M oolu
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
! UNE OF TRIPLE WIDE UNITS
30 'GA. GALV. STEEL STRIP I
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART CN AD—FA-0001 MAX. SPACING).
30 GA. GALV. STEEL STRIP
B' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
alAG SCREW SET BACJfc ROOF IN ORDINAL CONDITION,
FOR TRIPLE WIRES FOR DOUBLE WOES EXCEPT FOR STAPLE HOLES)
/Z
PLAN MEW
IA" 2 3 4'
3/6' X 5' LAG SCREWS AALAG SCREW X1 BACKS
TRIPLE WIDE ROOF LNE� (2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES
INSTALL LAG SCREWS SEE CHART ON AD—FA-0001 .� FOR TRIPLE WIDES
AT A 45' ANGLE I - FOR MAXIMUM SPACING
STAGGERED I 2 1 4 P2,34r
14'TO34'GAP _
ROOF PERIMETER RAIL'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS—SECTION
NDS01
(ALL ZONES)
(ALL E)INOSURES)
FOR GAPS IN ROOF SYSTEMS — J �" INSTALL WOOD SHIM AT ALL LAG
TO 1/2'. INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
REF CALC. PG.
CROSS—SECTION (W//�) C WA- 91.01- 91.07
L 2 1/1r WL PDKIltA110N NTO Ii avm wm= a REGIIIRED FOR LAG WfAEws,
2 WOOD WN TO K INFER FROM SPF p WL 011 F!£M
(r x C x OAP NnTH YN. sal
(0® all PLYNOOD MAY BE UM F IHONESS EOUAIS GAP OUD1 4' x r MR M*
I SIX OM OETAFS FOR ODUREIN ROOF liWCTOL
4. *IN MT&M A LAG MU KM A RDa BEAM, nW-ML A 3/x' MEANU
HOE THROUGH THE I= RMCE BEAK SEOMO-011111 A 1/4' HOLE THROUGH K
RECG%M FORCE MAH FOR THE WADED PORTION OF LAG " F THESE DYS ARE
ME 3/tr LAG WREM6 OLT.
S 10a' UAMN 9XV4L HEIMIT.
r
John C. Doewn. RL
iC? En7lnwrhtq, Inc
DAFL1
APPROVED BY
INRevised
May 24,2006
INC.
FEDERAL MANUFACTURED HOME
CONSTRUC710H AND SAFETY STANDARDS
JACOBSEN HOMES
R.
1/ESE,aEo aeA,.+�s ARE
a,�ua. l—rJAZ; no ov.nExnFE
wx>aas or �Aoo.snt wA►aFACTuw+c
Or
"" M.T.
DAZE 05-22-06
DRAYM IIA&
M ROOF FASTENING
HARBOR. FLORIDAW_
SAF$TY HAR1Hxt. ORI34693
OM NAMALS AK MVAM 10 nE
1EAM FM OMM HA'M n0 KM ME
DRANNG MxQRR
PHONE (813) 726-1138
wr amemom no mu" GOOEi
AD—FA-0020
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN \AE
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MK 2. OVERLAP AT SEAIn CENTER OR MATING LINE
WITH 08 X 7/1C HEAD X f FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN 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-)
• � E8 X 7/1r HEAD X Y
LLY I (NOU MORERTHAN 2. 0�)
•I
IB
I
I
I
•I �
IB
U_
I� METAL ROOF PANELS STOP
APP. 3' FROM CENTER LINE
"--30 GA. GALV. STEEL S7RP
5- X LENGTH OF ROOF (SEE AD—FA—=Q)
SECUIRED VMH 7/16• X 16 GA. STAPLES
FUAL PENETRA71ON INTO DECIONG
(SEE CHART ON AD—FA—OOD1 MAX SPACING)
. SEE OTHER DETAILS FOR CONNEC11ONS BETWEEN SECTIONS 4C APPROVED BY
STANDARD 7/16. O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9. O.C. RIBS. V 7 N P1 sep 10,2008
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND aQS�'� CQ%9DW I , INC
TO HELP AVOID OVER DRIVING.IFSCREW IS OVER DRIVEN { FEDeuu MANIFA[NRED NONE
• g� file CDNSMUMON AND SW-M SUNDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES wW RK ��
N0� D.M.T. OB-25-08
� s�ra�as A� owes �
s o IPuwc 1111E METAL ROOF RIDGE CAP
NJP.0. 80X 368 RI¢ WN YABRA19 ARE tom l0 9E
sA � � i38 m 34695 m M AND um n � oom AD—FA—DOZI
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
ti
PROVED BY
JIWNG
Y�Yi�m �Q(
C�N� n10 SYLi15iMOMr�
JACOBSEN HOMES NOis Aw DRANtI BY: DATE: REV.IETiER
rNcse srcanunoxs x0 0aewxa ARE C.L.Y. 6-5-95
■ MONK- PROPKTARY• AND cauMnAL DRAWING TITLE: M�W ROOF SEALING
P.O. BOX 368 YATDztALS OFAll SEN YANISACTMIC
„ SAFETY HARBOR. FLORIDA 34695 acr MR W— SUCH "svEWC RERKS�AFM AW KW BE DRAWING MAISER:
PHONE (813) 726-1I38 IVT MWMOITK AIO scan n= 0110M AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
�- 6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 CA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES.
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE.
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL
BY
JUN 1 5 WS
INC
NOTICE
JACOBSEN HOMES
THESE sKanCATMS NO DRAwNa ARE C.L.Y. �6-5-95
CRIONAL. PROPRIETARY. AND CONFIoo im DRAYMG 71T Es
P.O. BOX 368 YATERALS OF ,MCOBSEN YANUFACTIM0 M/W ROOF SEALING
TK
SAFETY HARBOR, FLORIDA 34695 REST FMATERIALS
�SP[0M NO TO
K DRA NNG NUMBER
PHONE (813) 726-1138 IVT Ca WnAL AIO KCRET P= OrMIS. AD—FA-0026
L'
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. IN.STAi .i . A Ti0 N-
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT 11E META RUSHING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN IWALLED (THIS FLASHING MUST BE PLACED ON THE BOOR TO PROTECT THE
AREA BETWEEN THE FB IUCE AND THE HEARTH}.
3. LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTAL FOLLOWING
THESE STEPS
A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSELIBIY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 j8 1 2' WOOD SCREWS.
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
VAIN A NON-COMBUSTABLE CAWG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPROVED BY
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, o0or .
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE JUN 2 8 W 14INCOF FIREPLACE SURROUND SHOWN ABOVE.) ON
C9KT1�1C70AIO L1FTi1 fTMOVq
N077Ce DRAIN BY.. DAII REV. LETTER
JACOBSEN HOMES mSE SK�TM AND DRAYANGS ARE C.L.Y. 6-16-95
ff. CRUNN.. PRWWTARY. AND CMDENM DRAWING 71ILi
P.O. BOX 368 MAMALS of JACWMN RMUFAOANO SHIP -LOOSE HEARTH
SAFETY HARBOR, FLORIDA 34695 RAG WCH YAMUS AM FRONDED TO THE
PHONE (813) 726-1138 � WW�N p Os� O ORAI4WG 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-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEv
W 2 5 20
NPINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFELY STANOAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED EY
NIPINC.
FEDERAL MWFUFAMPM HOME
CDM8TfwamSAFETYSTAC' mm
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: _HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS i
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
SIDEWALL
MARRIAGE WALL
3/8- MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALAMON. 3/8" SHEATHING TO BE INSTALLED ON -SITE
OPENINGS IN TRUSS SHEATHING MAY 8E LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18- X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
VANDZONE III
(110 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL•
1. 3/6• MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16• X
1 I•ANa EDGES AND ]• D.D.
(NO
S
ATALL FRAMING MEUM. GLUEREOUIRED)
APPROVED EY
INIIINC.
HAT E;
a
Ibveti, S
'
fem& INANUF#CTUREO HOW
`
MOWIONAND SAFEiYSTANDARDS
z
JACOBSEN HOMES
NOTICE:
THESE sPEanunoNs
DRAWN RY:
R.R.
DATE
4-27-98
REV. LEiIER:
.
AND DRAWINGS ARE
ORIGINAL PROPRIETARY. AND CONFIDENTIAL
DRAWING TITLE:
P.O. BOX 36B
„
MATERIALS OF JACOBSEN MANUFACTURNc
NC. SIM MATERIALS ARE PROVIDED TO THE
TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECKNI FOR SPFanc PII✓POSES AND MST K
KEPT coNnOENna AKD srmn rRDM DlmM
DRAWING NUMBER:
AO—HR-0001
12
NDS01
• I�r.
HINGED ROOF DETAIL
DE9MM OF PAIR M RAGE W RW
9ffW PMTM M SEr-W Pa9E1011 is
wmx n I/r.
W7 WM RODE Sf U SYSO]IA MY ■M
VWW A KVW NO NX TNAM 12 FEET
APIIRr. LMAX tFIM PWM WM X* W
END W ROW SECIEK MID AM UFTN WN
2WffA9WNVERNRAIL
HINGED ROOF IN SHIPPING POSITION
ma on Parr TD mm B^
6 W p FM INFO POST TOP MpDxrroodm"at&-fair
am
HINGED ROOF IN SET-UP POSITION
REF. CALL. PG. C-RF- 223.0 - 223.6
1. BRACE UU MW SECRON N N WO POMM BEFORE 5WW HIDED APPROVED BY
IOEID Pam Km Pam Revised
b b 06,2006
John C. Daffier+, PA. 4LN AIN.C.
2 Engirrminq, Inc: cFDFOa rANNAniNFDw►rF
ODNSTRUMaN AND SAFETY S7ANDMDS
JAC 0 BS EN HOMES rrs , °��" BY.
DAM06-02-06 " 1Ei1°�
"09MM Way. AM DRAIM 111E: A
w�W�A
DWI PW. wm UA>NU AIE MW=10 rE HINGED ROOF DETAIL
SAFETY HARBOR. FLORIDAI 31695 M WW SEA 6lf W PAW AO 1•ISI IE. DRAVW NIASM
PIIOt1E (813) 726-I IM 1T WISMAL Ale ME FM aOE1a AD-HR-0002
13
HINGED ROOF DETAIL
UNOERLAYMENT TO BE OWED 3' INN.
OH BOTH SECTIDNS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDER(AYMENT AND -
AND A MIN. 4 I1r WIDTH OF ROOFING CEMENT 70
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(71/S IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X s X B' BLOCK I
OVERHANG FASCIA BOARDS A
3-JB X 3' WOOD SCREWS V
APPROVED BY
Revised
ON14Nov 30,2006
INC.
FEDERAL MMUFAMRED HOME
CWSTRUCTION AND SAFM STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WNDZONE 11
(110 MPH)
ALL EXPOSLIRES
NOTES:
I. BW10E RMSED ROW SEC70 N 7NE OW P091101I BEFORE SWUNG 00
Km POSTS Nib P061710N.
John C. D06dw P '
K2 End`
WOTICE 0RANI I' D.T. DATE 10-02-06 REV. LETM
JACOBSEN HOMES mm srcaF ma Am mom A A
CAMWI. F+�or XM. AW o�oomx DRAW 117M.
mA7umn or ozeem MA.,FACR me HINGED ROOF DETAIL
P.O. eox 36e M pt sm mmus m "Man m 1RL
SAFETY FLORIDA .300 aKsm —0904 m
PHOK (83) 726-11135 lCosDN8 am � AD-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15j FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK ONE-PIECE. SHINGLE
UDRLAY
z
0
2' MIN. OVERLAP (TYP.) o
. . . . . r=
I I r 1 I cWr,
I I 1 V MIN. TAR AS OWN
I I ..........::.......
.(APPLIED ON SITE
..............................
.SEE NOTE. ....... .. .
r--T #3:•::.::: z
1 i 1 ............... _
....
r-1 r-1 ... —E
I i I r I ♦♦• ... '.
MW.
I 1 r I r 1 r I j SEE DETAIL 'A'
�� I.'...... y�
I r ' I I � 1 � I r I � I —r— �'..• S
m
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 MANUFACTURERS 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 151 FELT AND SHINGLES.
DETAIL A
NOTES:
I. CEMENTING OF 15j FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
Z FASTENING OF 15j FELT IS NOT REWIRED. (FASTENERS APPLIED JUST TO HELD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) • R
3. EXUD THE FIRST LAYER OF ON SITE 15 j FELT ON70 THE FIXED ROOF A MR OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED 70 MAINTAIN THE 6' MN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-OOD1 (WITH SPECIFIC END PANEL LAYOUT,
AD-HR-0002, AD-HR-OOA AND AD-HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURE
A PROVED BY
Sep12
!NCO
PEOVXLmANuFAC'rURED HOME
nDNTY STANDARUS
DRAWN B1: DATE REV, lE1TER
JACOBSEN HOMES IM � MAW= ARE M.T. 1 9-20-03
M- PRarMMY = COrEMOn AL DRAWING TITLE: SHINGLE AM UNDERLAYMENT
_ P.O. BOX 368 Y�AIERMLS OF JMX BM MANNAC MIS
W.sror HAM" AWE FRaYM IO If APPLICATION -ON HINGED SECTION
H(s3FLORIDA �85�DRANNNNU
PHONE) 726— 138Ip CO MI " mm one& 16f7t AD-HR-0005
11e
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES \
FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA.
STAPLES INTO EACH 16' O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) i
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYIENT AND SWNGLES.
�i
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
CRC - 167.01 - 167.02
APPROVAL
a& o4`\
John 0. uoscion, P.E.
.92 EA ring, irlc
ALL NINNONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
APPROVED BY
INRevised
Otam 09,2006
PINC.
FEDEIULL MANNFACTUIIEO Np9E
coNSTR la—n--on suETr suAOAnos
14.
mum
Inirn
JACOBSEN HOMES
P.O. Box s66
SArETY PHONE (727) 7266--1138 695
NonE
WISE srccTlcAno-s AM cRArews AAi
oea-N. man[tutr. ANO [OMDgIT111L
YATGM 3 or IMMXACiIINNf
Nc SM WATMU ARE /RWW ATE
mrr CW MAL Nar OW FFM on�
DRAW BY.
O.A.
OAIC
06-06-06
REV. EETIEA
ORAWN6 Alit:
PEAK INSTALLATION DETAILS
ORAMIHc HUE R
AD—HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE TOP COURSE(S) OF SHINGLES TOOVERLAP PEAK AS SHOWN.
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
P', - - MCA- W777- h ����bvw
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES:
INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
JAPROVED BY
AUG 0
INC.
W umcTURE0wm
AWSRETYSGYHDAROS
JACOBSEN HOMES K "�CNOMAW=AIE ��BY. DALE REV. LEtnxt
M.T. 7-28-04
a m PROPtiETARR AM asWloEYua 11RA1NIG nnE
„ P.O. Box 368 IIATQSALS a JA" ARE YOVM TO IK 901GLEANCERLAYMEN7 WSTALLATKXN
NG 9A71 YAlgOALS ARE IROY� 10 TIE
SAFETY HARBOR. FLORIDA 34695 IE"T FCA 9= NIYW NO ES K aUtMM MAWR:
PHONE (727) 726-1138 IVY W nPIK AV ZCKT FFM OMM AD—HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
MOM W/ STAPLE OR NAIL
BANDING STRAP 'AWI PED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
ODE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WiERE IHS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
'OOT MAY BE USED WHEN A RILL SIZE CLEANOUT S INSTALLED AT THE UPPER END.
I mrw rc roAf 1 aiawc
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
IN
PIA APPROVAL;
Irl•,11 ' C
INC.
A JACOBSEN HOMES "OTic& °. R.R. """" eT: c"� R<v. LETIER:
wog sPtrncawolrs IY) ORAMCS AM. 7-17-97
ORIGIN. PROPR[IART. me OOI+Fwlm DRAW flAE:
P.O. BOX 368 VAMONS OF JNOMSM YANILACIURl6 PLUMBING SUPPORT
„ dG SUCH VAtANS ARK PROMM 10 wr
SAFETY HARBOR, FLORIDA 34695 RC~ r A V= FJVM AM WM a DRAPING N11f MM
PHONE (613) 725-1I35 an caaw as MO =ou oleo owns AO—PL-0001
r
18
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
INC.
JACOBSEN HOMES NOTICE' "Am tlT: a►►tr KLv. Lsiicrs
THESE sFEcocams ma ommaS M.I. 3-30-05
OR MNAI, AMPRETARY, AND COtlFMnAL DRAWNO TITLE:
P.O. BOX 368 YATEMALS OF JACOBSEN WWIFACROO
INC SUCH IIATERUtS ARE PROYIOED TO TK OPEN PORCH RAILIN S
SAFETY HARBOR. FLORIDA 34695 RENT FOR SPIM PtHPOSES AND IMF E£ DRAWNC MAW:
PHONE (727) 726-1138 XEPT COIIFIOERNLL AND SEOV PROP OMOK AD—PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 VENTS SEE AD—PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD—PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD—PR-7002 SEE AD—PR-1008
loo
SHIP THIS SEC. LOOSE
SE
(SITE INSTALLED)
>------------- — — — — —
FOR OVERHANGS
SEE AD—PR-7003.
FACTORY INSTALLED RAFTERS
�"
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED \— FOR ROOF VENTING BOTH FACTORY J
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
OAPIA APPROVAL
NOTES:
APPROVED BY
N 14
Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOW& ORAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES nm SPEChTCA1m Am DRAma ARE O.A. 10-24-07
ORIGINAL, PROPRIETARY, AND CGNFIDENTIX DRAWING TITLE: Q
P.O. BOX 368 MATMALS OF JACOBSEN MANUFACIURNG ON SITE PITCHED ROOF DETAILS 'vl
INC. SUCH MATERALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA M95 REaMT FOR 54W wlRPM AND MOST BE DRAWING NUMBER:
® PHONE (727) 726-1138 IVT CpRFIDENTmL AND SECRET FROM OTHERS AD-PR-7001
20
ROOF • TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
VATH 7/16' X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16' X 1 1/2
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 15' O.C. RAFTER.
SEE DETAIL 'A' \\\ SEE NOTE p1
11' MIN. SITE INSTALLED DECKING OW' RLAP
SITE INSTALLED RAFTER TO
FACTORY INSTALLED ROOF DE i ING ' ALIGN WIN FACTORY INSTA LED
RAFTER BELOW.
SEE NOTE 12 J/
18' MIN.
MAY BE RIDGE BEAMS Q
(SEE NOTE /4) I
DECKING M
CROSS-SECTION
REF. PG. RC-07-0044
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NDS01 REF' CALCs C-FS3 - 88.01
NOTES, EHG E'ER APPROVAL
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
2-/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
INSTALLED FE((EA. SCHEDREW
RAFTER
TTO HAVE 1A1%4' PENETRATO FACTORY INSTALLED
2. ATTACH MATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH `
/10 X 4 1/2' SCREWS 9- O.C. MAIL SPACING. 16 09
1 SEE AD-FA-0020 FOR GAP TREATMENT BETYIEEN SECTIONS. jOITn C. aden, P. .
K2 EngkmrkV, Inc.
rnNuzoNE•d
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.l.
APPROVED BY
NIHJINCun:2006
FEot uu r.MncAauru� It
COIISIRIIC110NAr0fAFITY IT"o"wS
JAC OBS EN HOMES
P.O. box 30
SAFETY HARBOR. FLORIOA 34695
PHONE (727) 726-1138
TNM 9.�AND CRAT00 AK
ONOW4..Ad,tTMT. MO [OM/EOITYL
W. � RA� AK X
Rapt Fa WE= P rDO AMI "I [
tPT!O/tip14"WxfFua010E
""""' "" 0 A
""" 06-02-06
' L "'
n ROOF TO ROOF ATTAOiMENT
DRAW RAI E& AD—PR-7002
21
END ZONE RAFTERAVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLDOKER
IT O.C. MAX. BETWEEN OUTLOOKERS
RAFTER TOP CHORD-\ �Al
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OUTLOOKER
W/MIN. (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MIN. (3) .131' X- 3' NAILS
(TYPICAL AT ALL CENTER BRACES)
NDS01
48*0
tz
2 X 4 NAQ)NG BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PULE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLDOKER
19' D.C. MAX. BETWEEN OUTLOOKERS CHART FOR FASTENING
All OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT --SEE OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..1310 X 3'
NAILS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MAAMUM INTO TOP & BOTTOM
CHORDS ONLY.
\-- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUR OKERS TO BE SEMM 10 EACN
TRUSS OF THE DOUBLE TRUSSES LOCATED
N X ENOZONE PER FAS1E1rER CHART.
SM ME TRUSS ONLY
REO'D OU19DE OF
3 FT. AM
.,.....SS MAY BE
PLACED ON EIM SIDE
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE R
SECTION TD BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS
WARM:
PDJEIR 7m
.131 PD NAIL
5
1 1/2'
15 GA. STAPLE
8
1'
#8 SCREM
2
1' (INCL TEP)
CKOdKER FASTENERS MAY BE IWAL1ED NANDZONE 111
FROM LOP CHORD DOMN F PEF€T IM ALL EXPOSURES
a MEAD, (110 MPH)
20 PSF ROOF
10 PSF D.L.
"EF."IL`S. C-RC-197.01-197.02
ENGINUR APPROVAL• DARA APPROVAL•
APPROVED BY
ON rl
Feb
iNC05,2008
.
,John C. Doe en, RL. FEDERAL nON ACillRED NOSE
CONSTRNCf10N AND SAFETY STANDARDS
K2 Engine ing,- Inc.
JACOBSEN HOMES
rTlin
�10TiC�
flFSE sFE�tcATxxLs AMoRAlwcs ARe
ETZ AND COIi1DE -%
OA1QNAl PRDPNO
I NOBSEII
lMANN �:
O.A.
YANG
1-29-08•
Nth. Ltlluc
DRAWW MM.
P.O. Box 36B
W1kT OF YAMUFACIURU6
Wt SO VA1ER" ARE PRDYM 10w
END ZONE RAFTER/OVERHANG ASSEMBLY
SAFETY HARBOR, FLOMDA 34695
RD W MR 9EOi1C RWDRS MD MIST K
DRAW 4 NUMBER:
PHONE (727) 726-1138
x1PT ODI�ED= ARD SEm flm 0' m
AD—PR
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16" ON CENTER
I I
TRIPLE WIDE CENTER SECTION PEAK - -
I
SITE INSTALLED DECKING ON PITCHED T NO BLOCKING REQUIRED
TRUSS SECTON rk REMAINDER OF AT CONTINUOUS PANG
BOTH OUTSIDE SEC"NS (2 FULL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
WIDTH PER SHEATHING REQUIREMENT I L- MANUF. INSTALLED DECIQNG TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
WND20NE Al
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: QkiW R APPROVAL• DMA APPROVAL'
1. 1/8" MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 Revised
00o
SPAN RATED) DECKING (EQUAL OR BETTER). .IOhY1 C. 00 �'S:i. N 14 Oct 29,2001
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE }(2 �i1C� j,:i4wil� i;3, I (INC.
SAME DECKING PATTERN. , "
FEDERAL WlNUFACfURED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCnON AND SAFETY STANDARDS
GA. STAPLES AT 3- O/C EDGES AND FIELD
JACOBSEN HOMES
UMSPEaACA11016NOOMUM M
DRAW BY
O.A.
DAIS
*-24-07
REV. IETiER:
ff"W,. PRO?OMW AND ODi WM&
YATOOKS OF JACIMSEN MMIN FACOIRIID
DMWM 11TLE:
nqrm
P.O. BOX 368
mt Sm wZIMS ARf FFOAn A ME
ON SITE PITCHED ROOF DECKING INST.
SAFETY HARBOR. FLORIDA 3095
63M FEN WHM NIil0615 41D OM IE
DM MIG NMWb
PHONE (727) 726-1138
WT OMFE RBML Ale Sm FR41 OHM
AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
SITE INSTALLED CENTER
SECTION OF ROOF
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
DAPIA APPROVAL
NOT S:
APPROVED BY
Revised
Oct 25,2007
AINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
�Ot
JACOBS EN HOMES
NOTICE:
THESE wumms Am Comm Am
DR MAI PROPMETARY. AND CONRDFNML
DRAM BY:
DRAWNG TITLE:
DATE:
to-z4-o7
REV. LETTER:
CJ�
.
I%=S AL�� YAvom TU
SITE INSTALLED PITCHED ROOF VENTS
A
P.O. BOX 368
INC slol mATRDaALs � Q� � �
SAFETY HARBOR, FLORIDA 34695
PHONE (w) 726-1138
RECINT FOR SPECRC PURPOSES AND WSi BE
KO C0NFMTK AM SECRET TROY OTHERS
DRAIMNG NUMBER:
AD-PR-7005
9d
ROOF VENTING
MARRIAGE WALLS I I
Ty?. IM SQ NIL CUTOU75 FOR
1 �r VDIII/NTION OF ROOF SECTION
r_ (SEE CHART FOR KOU MENI5)
100 SQ. IN CUTOUT VENT HOLES
17 N
SECTION
SQUIRED 1N FLAT
ROOF
I I . YARRmM WALLS
FIAT CENTER SECTION OF ROOF
FACTORY INSTALLED
•-v
I�1
r_YY
MARRIAGE WALLS
LOW VENT LOW_VEN1
r_
-50 SO IN VENTS RI>DUTM
3 MCH VENT IN SITE INST I! R TRUSS SEC1r1CI
o •-.P
W r_�I
------------------
\-
CENTER LINE OF CENTER SECTION
INIn I SECTION I1KK
"M 10Nt
I LIN qlt
10 A•-r
!!M
Hoc
31'-Y 10 4F-W i
T
Noc
4w-w IV fi-6
2
1 U =
62 10 sr-Ir
1 3 A
2 (ASK
TYP. 50 S0. H ROOF VENTS r-'I
LOW VENT (SEE CHART FOR REOUIREYENTS) LOW VENT
i YARRTAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
4
3
z
W
J
3
2
14
I
I~
I
I
ROVED BY
�,rpjUN10M
INC.
MANUFACTURED HOME
IC110N AND SAFETY STANDARDS
NOnCI MAN R.R. DA' 01-22-04 �• �IR�
JACOBSEN HOMES TNTSKWCA»AOI0NI1111MAIIIE
01NKNI. PROP INI1, " C01/10p1RK DRAWING ATLE:
YI11pms Ni ANCOM UMSACRRM ROOF VENTING
P.O. BOX 368 INC, MW NAIUMILS AK FWWW TO INc
SAFETY HARBOR FLORIDA 34695 KCPp11 F011 9M PIKOSQ AM NO K DRAWING M KR
PHONE (727) 726-1138 IVT CO/cO IK NO-gCR[1 FM V§M 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 EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
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— BD NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
-FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
�,O�(SITE INSTALLED)
VENT PIPE
0,o-(FACTORY INSTALLED)
DETAIL ' B'
DAPIA APPROVAL•
APPOOVED BY
JUN to
INC.
RMFFPFRALNUFACTURED HOME
fIN AND SAFETY STANDARDS
NOTICE DRAWN BY: DATE REV. LETTER:
J AC O B S E N HOMES TNISE sKanCAT06 AND DRAWJGS ARE R.R. 01— 23— 04
ORIDML. PROPKIARY. AND C06T0E11U4 DRAWING TITLE
N MATERIALS OF ACOWN MANLFACT1.1" —
DEI P.O. Box 36B W_ RICH LIA$RMLS ARE PRDYWED TO THE PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 REL> W FOR SFECIIC PUNPW AM "I K DRAWING NUldBER:
PHONE (727) 726-1138 _PVT CONMUAI NO SEMI MW OMM AD—PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15j FEU MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT {NTH A 6' MIN.
OVERLAP AND A MIN. 6' 1MDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED WITH A 6- WWH 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 {
l ~ FIELD INSTALLED ROOF SHEATHING (TYP.)
i l l i I i I i 11 I 6' WIDTH OF ROOF CEMENT WHEN
I I 1 I OPTIONAL 15f FELT IS INSTALLED.
r� 1
y9
pl
r1 r-I
—
r
WRONAL LAYER OF 151 FELT
ONE-PIECE SHINaE
UNDERlAY16M
ROOF SHEATHING (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
!�_ �; m I % % 1.
in
FASTENING DETAIL VANOZONE III
(11.0 MPH)
ALL EXPOSURES
NOTES: cm�cu,. rnww
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED �
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) i hin� ✓II^dSIn. ,
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 �ng:I►�r't�g, Inc.
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
APPROVAL•
OVED BY
rlIRevised
Oct 29,2007
NC.
MANUFACTURED HOME
QIDN AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
LIFE SPCC CA11DHS AM DRAW0 AM
WAw+9Y:
O.A.10-24-07
DATES
NEY. Lum
ONGIM. PRoPmmt AND CDNFEBAK
MAIMAts OF 44COM W WACRIIrtIo
DRAW WM*
P.O. BOX 368
A
NC SiICII YATEAIAS E PROWED 1O 11E
SIZE NISTMLED SINGLE AN UR�ERLMYMENT .
ULU
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
pEDPENT FCR dials PJPM Ale NDBT NE
ISP1 emfmw Ale sE m wo own
DRAWING NUMBER:
AD—PR-7008
21
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
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 APPLIED
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA MATH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. MATH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. VATH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER VOTH SHINGLE TABS
SECURED YMTH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES.
DAPIA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1" X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
"""'
-$
1
INC.
FEOEl
ALMANUFACTURED HOME
CONS
RUC110N AND SAFETY STANDARDS
JACOBSEN HOMES
Nonce
TH:SC 5PEt71G110MS AM pGwICS ARE
DRANK BY.
M.T.
DATE
02-04-04
REV LETTER.
DRANNG TITLE:
ORGNAL. PROPKIA". ADD COWL EMIUL
„ P.O. Box 368
MATDOALS Or4RCOSSEP MAWACTURM
NC SLKH LUIERULS ARE MVID D TO 11[
TYP. FLASHING INSTALLATION
SAFETY HARBOR, FLORIDA 34695
RE0101 roR _910 P1tIPt15F5 Am IRbT f£
DRANNG NUMBER.
PHONE (813) 726-1130
KM CDfWN1* W SEMI rKm ONIX
AD-PR-7009
28
ADDENDUM
GENERAL 'NOTES / TIE-DOIRNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-M i, S MEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. VNE'I ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLIED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME DE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5I VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE 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 MRIUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH [-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 MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION K@ TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES.SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REWIRED (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 REWIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
I& ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REOUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG REQU REMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES:
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
:ER ktWt)I1 DAPIA APPROVAL'
GNSTEF,� ROVED BY AV -
No. Fo
10
ENE8703571 �'t 1 5
'• TA'^ F ._ INC.
�•.. !N �A�Ni
al
NOTICE ''AAaAR 'li 1t)rr`` O.L.Y. DAZE. 5-19-95 REV. LE"m
JACOBSEN HOMES THESE SPEancATI0Ns AND DRAVANCS ARA
CRIQNAL, PROPRIETARY, AND CDWWTIAL DRAWING 11U' /
P.O. BOX 368 MATEtNC MATERIALS OF JACOMN UNWACMNC TD-GENERAL NOTES ,Ht
SUCH MATERIALS ARE PROCID TO THE
SAFETY HARBOR, FLORIDA 34695 REWINT rO R SPECFIC R WOM NO Rust K ORAMiNG NUUSER:
PHONE (813) 726-1138 *K COWIODIRAI AND SECIV FROW OHM AD—TO-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
r+'
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
Y!N' OTY'
ANCHOR
YIN. O1Y.
AXN OR
NU
�J
WIDTH
EA. END OF
N
EA. END OF
0
EA SECTION
YIN.. B
EA SEC TION
u�N. B
20'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2 1
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0*
12"
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-O'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
25-4'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN.OTY.
EA. END
ANCHOR
ANGLE
YIN.OTY.
EA. END OF
ANCHOR
ANGLE
r
U1�Y
WIDTH
EA. SECTION
YIN. 6
EA. SECTION
WIN.. B
20'-0'
2
50'
2
68'
24'-0*
2
70'
3
50'
v 1
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Of
SPACING
DEHEAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0*
12'
5'-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
S'-4'
31509
40'-50'
4'-0.
3150#
40'-50'
254
12'
-4'
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5-4'
31501
40'-50' %%%
111111l, '-0'
31501
40'-50'
NOTES
ENGINEER` O ii�4
T Eq'�tc
DANA APPROVAL'
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.HEIGHTS��.�
Q� C,%S
� �'F ' -
•� No.
41 o'•.
Q-
APPROVED BYE
2. SEE AD -ID -Doll FOR MAXIMUM PIER HEIGHTS REOUIIiED FOR THE LOADS
TABULATED ABOVE.
ENE8
=
.>t1N 1 5 1995
/•//}QT(/E�oF /cc�
INC
�'••. L.7 ` ,
FIX" uAwo#zumwAK
WS,�URQ�MO Wt7i SSNC�I�
JACOBSEN HOMES
NOTICE:
THESE sPEonCAnDNs AND DRATANGS ARE
MONAL. PROPMETART. AND CONFIDENTIAL
IDRIM�W� ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:
MATTR!ALS OF JACOBSEN UM"ACIMNG
NORM. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
DIG SUCH MATERIALS ARE PROMDED TO THE
REOMENT FOR SKCFC MPMES AM VJSl BE
N✓0 SECRET FROM OTHM
ORAYANG NUMBER:
AD-TD-0010
PHONE (813) 726-1138
PUT Ca MR&
30
ADDENDUM���
11,E
5��k.
ALTERNATE TIE —DOWN SPACING TABLES 0
ZONE U & III/EXP. C
LONGITUDINAL TIE —DOWN SPACING TABLE
HIND
ZONE u
WIND ZONE Iq
MIL 0.
Ek oo aT
ANOU
OL DTV.
EA. END OF
mcm
FLOOR
��
W1D1H
� s�>1N
rrL � e
�SUM� sB
L e
2S-4'
2
54'
3
40'
�O
24'-0'
2
54'
3
40'
294
2
60'
3
44'
2V-8'
3
38'
3
48'
30'-8'
3
4T
4
41'
(SEE NO E J4 FOR ANCHOR ANCLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
YIN,
MAX
YrIND ZONE II
WIND ZONE CI
s
o�
ANo>roR ANIRE
sPADMc
�
ANDRo>! AN6lE
VADIH
OvOR wmG
'2S-4'
12'
5'-4'
315V
W-45'
5-4'
31501
35-40'
24-0'
12'
54
3150f
40'-45'
6-4'
3150j
35'—w
25-4'
12'
5-4'
3150 f
40-45'
V-4'
31501.
35' As
9-8'
12'
5'-4'
3W
40-45
T-4'
3150#
35'-40'
30'-8'
12'
S'-4'
3150f
1 40-45'
54
31501
35'-9
(SEE NOTE #4 FOR ANCHOR ANGLES)
Oe�W�e9ssrrrr®B�°°
N C • D� °00
ego
0
•^
No 45484
omO..�• ' P •� �c,=m REF. CALC.
�oF •�OFi1O?o� C-TD - 215.01 - 215.20
S
e .......•�• f? e�
�o°oiSe�NA;
'EN`eo�
NOTES;
ENGI W APPROVAL
DAPUI APPROVAL
1. 59 AD-TO-M FOR ADDITIONAL REOI1rIELEHTS,
APPROVED BY
00
ON
Z SEE AD-TO-0011.1 FOR MAWN PER HM73 REQU O FOR THE LOADS
TABILATBD ABOVE.
JUn,2009
I TE-DMR DE3 W ON .THIS PACT:APPUG E 70 DOUBLE MISS ONLYPIN6.-
t on MANOR MOLE SHOWN IN THE CHART ABOVE OANNOT E ACHEYED,
CDKST I. CMN ACTS D NONE
LONST141Cf10N AND SAffn STANDARDS
INSTALIED AN APPROVED STABLw RATE
JACOBSEN HOMES
AErtWWWA1 MDRA Ali
M.T.
' 06-04-09
DRAMIAG
' IL.TERNATE SPACING TARB
P.a eox 3se
QVWW. , AND CMFMOM
YAIENU OF SAOOBSEII LIAIAIFAM MO
—
HARBOR, FLORIDA 3095
SAFETYITT
mi PHONE (813) 726-1130
M SM UAMM S AIE FOW 10 IIE
MW lOR sly rar M AID MAT E
T C2109 K n MT FROM UNK
DRAWING KWM AD—TD=0010.1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIF-DOWN SPACINGS
MAX PER AD-TD-0010 TAWE PER AO-ID-0010 TAaE M w-IU-Wlu IAtU rtx w-iu-ww inmt rcn
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE M-DOIM IO,THOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE M-DOU .YE A I t t.
SEE NOTE 5 FOR
MAW N HEIGHT
NOTES: ENGINEER., .: •• �CQ��''%�4
�VAC�i'BY
1. SEE AD-TD-OD10 FOR SPACING TABLES
2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. Q No. 1• - '�
3. SEE OTHER DETAILS FOR BLDCIONG (PIER) QUANTITY AND OTHER REOIJKVIENTS. _ ENE8703571 INC
4. SEE AD-TD-DDOI FOR ADDITIONAL REQUIREMENTS -��
5. ZONE 2/EXPOSURE V: 6W MAXIMUM HEIGHT ' '� S T r i W nNo in�ll�i
ZONE 2/EXPOSURE V: 44" MAXIMUM HEIGHT %� •• 9 �92p`
ZONE 3/EIPOSURE V: 40" MAXIMUM HEIGHT '�i�iPF • p1/'� \J� REF. CALCS:
ZONE 3/EXPOSURE b: 36" MAXIMUM HEIGHT 'ss+..•
NOTICE; Og"l DATE REV. LET:
JACOBSEN HOMES num SKOICATroMS AND DRAMFNC.i ARE C.L.Y. 3-27-95 TER
OFEGMAL, PROMETAFM AND COFNIDETITIAL DRAWING TITLE:
P.O. BOX 368 4A7° Or JACOBffM 11ANLWACY"G FIGURES 1.0 AND 1.1
RIG ALCM MATERIALS ARE PRONDED TO TIC
SAFETY HARBOR, FLORIDA 34695 RECPENT rat FpE= F WPM AM UM BE DRAWING NUMBER: -
PHONE (013) 726-1138 WT Co161<IET U& AID MMX7 1101 OTHM AD-TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE EIFVATION
cum ako TIE_nnIUM COAPIMN
FIGURE 1.0
TYPICAL CROSS SECTION II
SHOVING TIEDOWNS EaDOR
ANCHM ANGLE (SEE NN P)
m
ANCB(R ANSE (SEE NOTE P)
FIGURE 1.1
(MGN HASH ON 951/Y I-011 OW AND 96' 11GH MAO)
EOTE5:
1. SE:E 0—TD—O010.1 FOR SPACING TABLES
2 SEE AD—TD—OOIO.1 FOR QUANITY OF LONGRUCdAL TIE—DON41 s1RAPS REGIARED.
3 SEE OTHER DETAILS FOR E MNIG (PIER) QUANTITY AND OTHER REQIARENDM
4. SEE AD—TD-0071 FOR AMMONAL REQUIREMENTS.
5. ZONE 2/ENPOSURE 'C: 67' MA>O N HEIGHT
ZONE 3/ENPOSURE 'C': 56' MAIeMUM HEIGHT
6. NON ANCHOR ANGLE SHONIJ ON AD—TD—OMD.1 CANNOT E ACNEVED,
INSTALL AN APPROVED STAMLQPR PLATE
NOTtCLP.
DRAM
JACOBSEN HOMES
umwmrAum, AMA
a,LN,N
MAIMS OF JACOM MANUFACIMO
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
W. WM MATMALS Alf PROUDER TO V E
IaMW FOR SPE1JfIC MAPOSES NO MUST E
DRAWN
PHONE (813) 726-1138
07 OaIR MAL RD S M FROM OOIBM
5
e�g68s:eeeee�ee��o
4 ° No 4
• '�
m$b4
• •4u
co 0 �,; _ _ � r •
Boeeaea4�a
SEE NOTE 5 FOR
MAI m mIT
APPROVED BY
ohm 16,2009
N AINC.
FEDERAL WINDFAC SAFETY
NDYE
caesrRucnoN AND sn�ry sraxoams
T. Cm
C—TD— 215.01 — 215.20
M.T. I -..._ 06-04-09
FIGURES 1.0 AND 1.1
AD-TD-0011.1
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & IIl/EXPI C & D 1 �'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. On•
ANCHOR
NIN. CITY.
ANCHOR
Ak
WIDTH
EA. ENO OF
EA. END OF
ANGLE
�t
v
EA ScncN
IN.
MIN. a
EA SECTION
MIN. e
12'-0'
2
43'
2
55'
O
1�
13'-4'
2
50'
1 2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPSPACINGLOAD
DBL. HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
8'-0'
31501
40'-50'
6'-8'
3150 j
40'-50'
13'-4'
1 6'
1 8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
{��i
FLOOR
MIN. CITY.
ANCHOR
UK OTC
ANCHOR
WIDTH
EA END OF
ANGLE
EA. END OF
ANGLE
EA. SECTION
YIN. B
EA SECTION
YIN. 0
12'-0'
2
64'
3
47'
O
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
ANCHOR ANGLE
LOAD
12'-0*
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:
ENQ;EER�D �•'Idel,�'/''
DAPIA APPROVAL-
1. SEE AD—TD—ODo1 FOR ADDITIONAL REOUIREYENTS
.�`` O�\v'�ST" '�,
APPROVED BY�M
Z SEE AD-TD-0013 FOR W XIIJUM PIER HEIGHTS REOUIRED FOR THE LOADS
Q` No.
5
TABULATED ABOVE.ENE
8 703 5 71 -
IN 1
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEiWALL NOT FRONT OR REAR.
* =
INC
4. ABOVE TABLES APPLY TO I60' FLOOR OR 144' FLOOR MOTHS 1NTH 95 I/2'
I SPACING, 96' MA)OMIIM SIDEWALL HE)GHT MAXIMUM SIDE
�,. STAY' = :'4L
'��
cos�Rr.+awosvtnnNatoO
-BEAM AND 6'
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
�f`''' �/�/O1AN. •'' �<'
JACOBSEN HOMES
1NESE sPECIFICA PPS AND DRAWNGS /A`RL1i
11"Z ¢ C.L.Y.
DATE: 5-30-95
REV. LETTER
„ P.O. BOX 368
OIapNA1. PRCPiEEiAATY, AND CDRnDENTIAL
MATERIALS OF JACDBgN MAWFACAPoNG
ar SXH MATERIALS ARE PROWDED TO THE
n
DRAWING TITLE;
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (81J) 726-1138
RECPIM FOR 9XUX PJMM AND MUST BE
IVT CarMPA w moo nu omns
/(-1`
DRAWING NUMBER:
AD—TD-0012
34
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FIGURE E.0 FOR ALTF ITE TIE—DOW 1MD
ANQE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TD?rDDVN IDEIIiOD
SEE NOTE 5 FOR
MAWN HM
NOTES:
1. SEE AD-M-WI2 FOR SPACING TABLES AND NOTES �•�`�```�r• �Q'i APPROVED BY
2. SEE AD-TD-0012 FOR WANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. ��; •�G\STEq� . c�,L �f �e,�•
woo
3. SEE DTHER DETAILS FOR BLOCIONG (PIER) OUANIITY AND OTHER REOURR MS. Z Q` N0. O
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREIIENTS. EN 870357 — I
5. ZONE 2/EKPOSURE 'C': 30' MAMM HEIGHT ;.� ` �� INC
ZONE 2/EXPOSURE 'D': 28' MAXNAIIM HEIGHT O / f�T � QF .�� `
ZONE 3/E10'OSURE 'C': 28' MAXNAUY HEIGHT ig
ZONE 3/EXPOSURE '0': 60' MAXIMUM HEIGHT ���'��:'•,�1/�IA� .\�```���
JACOBSEN HOMES »� SPECFF 7M5 MV DRA;Uil�e011 L�,LffiT %%fir DATE REV. LETTER:
r C.L.Y. 5-19-95
OFaGM #L PROMMY. AM COIiFWOFTIAL DRAWING TITLE
„ P.O. BOX 368 MA1f> U OF aACOes£F1 MMWAC7tFdW FIGURES 1.2 AND 1.3
WM SUCH YATERMI S ARE PROWWO TO TIE
SAFETY HARBOR, FLORIDA 34695 pE pim FOR SpM flAPW NO WST RE DRAWING NUMBER:
PHONE (813) 726-1138 IVT coM mym me am "aou am& AD—TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES
- -
(Ate ` \STF-COF'�'i
` O C, RFo'
DAPIA APPROVAL
>:'Q� No.
APP ROVED BY
I. SEE AD-TD-OD10 FOR SPACING TABLES
TIE STRAPS REWIRED.
ENc8703571
_
2. SEE AD-m-0010 FOR WANITY OF LONCITUDIAL -DOWN
3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUM11TY AND OTHER
REOUREMENTS _
!• -
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
�. �
�r
\ `.`
r40F,VlWVriACIlA®H7E
ta6iwcrawoWEn'Swneo0
0 :'ALE
gnu n1�`,
JACOBSEN HOMES
NOi10E:
THESE SPECIFICATIONS AND ORAIHNGS ARE
MCINAL PROPWARY• AND CONFIDENTIAL
DRAWN BY:
C.L.Y.
DRAWING TITLE
DATE:
5-19-95
REV. LETTER:
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
MATERIALS OF JACOBSEN U"FACTLRING
INC. SJCH YATEXA1.5 APE PRONDED 70 THE
REcwn+T FOR 7ECnC P. IPM AND MUST BE
DRAWING NUMBER
FIGURE 2.0
PHONE (813) 726-1138
PUT CONFIDENTIAL AND SECFV rROW OTHOTS
AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DON SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS
SIDE VIEW OF YNN FRW
IE-DOWN STRAP I I
SEE 01N'cR DETAILS
FOR TIC -DOWN STRAP
SPECIFICATIONS,
APPROVED ANCHOR HELD_D TO
MAIN I -BEAU (SEE OT.iER DETA3
SEE AD-TD-0200 FOR FOR WELDING) TO BE LYSTALLED
RADIUS CLIP DETAILS AT iK- FACTORY.
(REOWRED THIS LOCATION). (YW. 31501 WGRAING (DSIGH] LOAD
AND 47251 ULTIMATE LOAD.)
o° GROUND ANCHOR
SEE OTHER DETALS FOR um
ANGLE AND OTHER INSTALLATION NOTES
SOLID HEADER (CROSSYEWBER)
SIDE VZW
NOTES:
1. SEE AD-M-0010 FOR SPACING TABLES.
2. SEE AD-TD-OOIO FOR OUANITY OF LONGITUDIAL TIE-DOVN STRAPS REOURED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY MD OTHER REOVAREAIEHTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REWREIIENTS.
FIG URE 2.1
3- X 3/4' (: 1 /2) CUT INTO L1L'ST BE LOCATED
HEADER WITHIN 5OF PAIN
FOR STRAP ATMME11T. CHASS i-BEAUL
(FACTORY CUT)
SEE AD-M-C203 FOR
RADIUS CLIP DETAILS
(REOUT O THIS LOCA-DON).
GROUND AN0wOR•
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OVER DSTALLATION NClS.
hUX APPROVAL::,+,. _
ENC.'`•1�r -,•
•_ _ A
K
ANCHOR BRACKET AND TIE -DOWN
DOMES ARE CERTIFIED BY 07HMS
FIGURE 2.2
4A XPROVAL:
JACOBSEN HOMES ronc4 -� - C.L.Y. - 6-13-55 - - -
iHEX SPEGr1CA`ONS A143 CRAZMS ME
a mAL rxc? 1ARY. AN3 CCM1wdv-,, CRAWING 117 E:
P.O. BOX 368 VAS N Oi JACOBZN MAWACT=r- FlGURES 2.1 $ 2.2
!IC SUDI WAMMS Aid Mt VM 10 THE
SAFETY HARBOR, FLORIDA 34625 t way rat stos t jym AIL NJST E DRAWING NUWBIX
PHGVE (813) 726-1135 Iui1 cv MENIAL A* moo n= onus AD-TD-0015
'27
LONGITUDINAL STRAP ATTACHMENT
TYPICI
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
.r
NOTES:
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -MAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD 'SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
IN CLAMP, MANUFACURED BY
ENGINEERING, PART 159011
1-7cL „nnurACTURER'S INSTRUCilONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA
PROVED BY
INC.
MANUFACTURED HOME
Cl ION AND SAFETY STANDARDS -
JACOBSEN BIOMES THESE SPEOnuNOTICE: DRAWN BY: DATE: REV. LETTER:
` ' ' Tun+S AND DRAWINGS ARE M.T. 6-12-01
111-10131 GRIGINAL, PROPRIETARY, AND CMDENIIAL DRAWING TIRE:
MATERIALS OF JACOBSEN MANUFACTURING
INFO P.O. BOX 369• LNG saes MATERIALS ARC PROHOED TO THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR. FLORIDA 346e5 RECIROO FM SPT X PURIM ANO MUST BE DRAWING NUMBER: AD—TD-0016
PHONE (727) 726-1138 lei wNFlDENBSEQtE•1 AL AND ROOM OTHERS
38
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j
V
1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II WIND ZONE
III
ION. on. AHMOR UK on
EA. END OF ANGLE EA END ff
Ell SECTION uDl a EA, gc110R
ARM
AN I
uDi E
10'4
2 44' 2
56'
12'-0'
2 57' 3
42'
13'-4'
3 38' 3
50'
VERTICAL TIE-DOVN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPAONG D�� ANCHOR ANGLE
DB HEAD
SPACING LOAD
ANCHOR ANGLE
10'-0"
12"
4'-0' 31501 40'-50'
4'-0' 31501
40'-50'
12'-0"
12'
4'-0' 30001 40'-50'
4'-0' 31501
40'-50'
13'-4'
12"
5-3'31501 40'-50'
4'-0' 3000�
40'-50'
j
LONGITUDINAL TIE -DOWN
SPACING
TABLE
i
MIN.
FLOOR
WIDTH
10'-0'
WIND ZONE II
MIN. OTY. ANCHOR
EA. END AN
EA SECTION MIN.. a
2 64'
WIND ZONE III
MIN. OTY. ANCHOR
EA. END OF ANGLE
EA. SECTION MIN. e
3 46'
�1
12'-0"
3 50
3
68*
13'-4'
3 58'
4
48
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
LAVE
OVERHANG
ZONE II
WAND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
OBL AD ANCHOR ANGLE
SPACING
Loa
10,-0"
12'
4'-0'
31501
40'-50'
2'-8' 3150j 40'-50'
12"
4'-0'
3100#
40'-50'
2'-8' 31501 40'-50'
IS-4"
12"
4'-0'
3065Q
40'-50'
2'-8' 30001 40'-50'
NOTES:
ENa,N�G'vuDQ A A i�iZ�`�D BY
F�
1. OFFSET SECTION w1TH THE MARRIAGE LINE WALL EXTEND94G BEYOND THE ENDWALL OF
�.�`��� ,..:.....
O •'&ST�a,' , REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
SEP 0 9 1
WITH THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
. F.' :.. ,
BE TIED DOWN INACCORDANCE PATH THE NORMAL SPACING TABLES (AD-TD-OO10). ;
_; ; �, _
INC.
2. SEE AD FOR ADDITIONAL REQUIREMENTS.
moo''• 9�l14�'r- ' HOME
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
�` FED RAL MANUFACTURED
��F�s J�IACZ, ��` CO STRUCTION AND SAFETY STAND
ABOVE.
.
JACOBSEN HOMES
NOTICE ��J/Ntt 1 �Lri DAIS: REV, LETTER:
TKSEsminCATIONSAMDRAVMCSAK R.R. 8-27-96
OFOONAL. PROPMETARY. AND COtinKJITIAL ING TITLE'
MATTRIALS OF JABSEN COMANUFACILATOIC OFFSET SPACING TABLES
P.O. BOX 368
v; SAFETY HARBOR. FLORIDA 34695
rORAA%V
VK. SMI MATEEMS ARC PROHDED 10 THE
KOMI rat ?ECfX RAtI'OSFS NO K57 K Nuuom.
O"n A0-T0-0020
PHONE (613) 726-1138
YFPT COS WnAL NO SECRET FROM
39
ANENDTIM
OFFSET
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
TIE -DOWN SYSTEM
777
III III
row
■
■ i. �■IN
I
■
■
-1 SIR
•T r r rr i
r r r
•f• r i ri i •7' i r it i i i rr r
FIGURE 3.0
SEE FIGURE 4.0 FXIR ALTERNATE TLE-DOM MMOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
4"" HBGHT
ANGLE ANRE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE -DORM RMOD
NOTES:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER 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' ® 24' WIDE MIN.)
ZONE 3/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V.- 32' MAXIMUM HEIGHT (44' ® 24' WIDE MIN.)
FIGURE 3.2
R.41SQF
��._ ALTERNATE TIE -DOWN METHOD
q
�. O G\STFR No. OF
`�
;%ENE8703571
�%`. 0NAI E�
APPROVED BYE
INAIL
INC,
WRPAL WAIFACTMO_ YSWOY�O
JACOBSEN HOMES
NOTICE
DRAWN BY:
C.L.Y.
DATE:
REV. LETTER:
THESE SPECIFICAnoNS AND DRA111NGS ARE
5-11-95
P.O. BOX
ORIGINAL PROPRIETARY, AND CONFIDENIA
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE:
FIG. J.O, 3.1 & 3.2
I„O
FLORIDAW-
SAFELY HARBOR. ORI34695
SUCH MATERIALS ARE PROVIDED TO THE
RECmff FOR SPECFIC RRPOSES AND MUST BE
DRAWING NUMBER:
PHONE (813) 726-1138
KEPT CWlDENTuu NO SECRET FROM OTHERS.
AD-TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,,,,,,,Irllurpr
O DAPIA APPROVAL' O G\STFR • F`', t. SEE AD-m-oo2o FOR sPAC:V; TABLES (OFFSET SECTION BY
ON ONLY). �; Q� No FO•'2 s
2. SEE AD-TD-0020 FOR OUAN!TY OF LONCITUDIAL TIE-DOMM STRAPS REQUIRED.00
(OFM SECTION ONLY) _ NE87035571 0 1 5
3. SEE OTHER DETAILS FOR BLOGrtiO (PIER) WANnTY AND OTHER RECIMElD NTS
-TD
4. SEE AD-00D1 FOR ADD 11MQ REQUIREMENTS T.
INC
� : naw�w�s►nulrarot
��F . /�jAN�;,•'�4. �.� coorR,ciallosAim,prrc•,Iq
JACOBSEN HOMES
N01TCF. "'1...
1KsE sKoncams AND DuTANZ Art£
CRIONAL PRWK7ARY, AND COINDOIRAL
MATERIALS OF JACOM UNUFACT"G
URAVM BY: ,
C.L.Y.
DATE:
5-11-95
RLv' LLnut
/\
DRATMG nTLE•
FlG. 4.0
pp
P.O. BOX 368
/A--�1`
DRAWING NUMBER AO—TO-0022
SAFETY HAREn-R. FLORIDA 34695
PHONE (813) 726-1138
REECPID4 rat S°EtiY pimm No um K
IVT C01WITA AM SECIV r1M OT M
41
ADDENDUM
ALTERNATE UNIT TIE-DOIVN SPACING TABLES
C & D
ZONE
II & III/EXP.
LONGITUDINAL TIE -DOWN
SPACING TABLE
/
MIN. VAND ZONE II
YIN. on. ANCHOR
WIND ZONE III
WIN.on. ANCHOR
FLOOR
EA ENO OF N.
EA END
"
ANGLE
WIDTH SECTION YIN. A
EA SECTION
YIN. 9
20'4 2 36'
2
45'
24'-0' 2 46'
2
60'
25'-4' 2 50
2
67
26'-B' 2 55'
3
30.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II WIND ZONE III
FLOOR
EAVE SPACING
DBL HEAD
�- HEAD ANCHOR ANGLE SPACING LOAD
ANCHOR ANGLE
OVERHANG
LOAD
20'-0'
12' 4'-0'
36701 20' 4'-0' 3900#
20'
24'-0'
124'-0'
37001 20' 4'-0' 3950#
20'
25'4
12' 6'-8'
40001 15' 4'-0' 3950 j
22'
26'-8'
12' 6'-8'
39501 28' 4'-0' 3950f
22'
LONGITUDINAL TIE -DOWN
SPACING
TABLE
MIN
WIND ZONE II
WIND ZONE III
YIN. D O
EA. END
ANGLE
AIN on.
EA END OF
DR
AN ANGLE
ANGLE
11\�
r
FLOOR
111DTH
O
FA gcnoN
MIN.
uw. a
EA sEcnON
uN. e
10'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
254
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
( N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II WIND ZONE III
FLOOR
EAVE SPAQNG
D6L HEAD SPACING DBL ��
A4a0R ANGLE
ANCHOR ANGLE
WIDTH
OVERHANG
LOAD
N/A
N/A
N/A
20'-0'
12' 4'-0'
40001 20'
N/A
N/A
N/A
24'-0'
12' 4'-0'
40001 24'
N/A
N/A
N/A
25'-4'
12' 4'-0'
40001 26'
N/A
N/A
N/A
26'-8'
12' 4'-0'
4000 27' , ,,,,, .....
fl
NOTES:
ENQN(R'e,�PR�1ALDo— �//DAPIA APPROVAL
��D 10
1. SEE AD-TD-ODOI
FOR ADDITIONAL REQUIREMENTS.
.�r�,G�
2. SEE AD-TD-0031 FOR YA70YUY PIER HEIQ•IT REWIRED FOR THE
LOADS TABULATED ENE8703571 •: ;�'
- ~-
ABOVE
3. 20 M1DES -82"
YA>DANY I -BEAM SPACING ONLY.
11-'.'47 J 4 =
�
—
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
i � �� ��` _.........�..:.
u°Irani A. i
24o'nCE: u��n �4RA1�N` DATE
C.L.Y.
6-13-95
REV. LETTER:
JACOBSEN HOMES
THESE SPEOi1GTIONS AND DRAMNGS ARE
OFJONAL PROPREIART. AND OO dWTI L DRAM�NG T1TTL
ALT. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
UATEMALS OF JAC0M MANU`ACAF"
ING SUDi YATERKS ARE PRONDED TO THE
REOPRNT fOR SPECDC PNIPM AND WZT H DRAWNG NUMBER:
AD-TO-0030
PHONE.(813) 726-1138
kVT CawW AL AND SEOIET mu Dnoa
Al
is
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEMS).
SEE NONE 4 FOR
YA10TW HEIGHT
4' MAX NSET FIGURE 5.0
SEE FIGURE 1.1 FOR RECOMMENDED 12-DOTN METHOD
IMPORTANT NOTICE;
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS T-DOWN COPIGUR1TION A ME CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TAIL A DESIGN IDAD (TORIOTIG ,AID) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF ISADO POUNDS MUST BE USED. AN EQUMLANT ANCHOR 1lE WO THE ABOVE SPECIFICATIONS LADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE MU CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TtE-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
'C'
ALL WAND ZONES AND IN BOTH EXPOSURE AND EXPOSURE V. HOWEVER, BY
1. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREMENTS.
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAN THE MAX
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REQUIREMENTS.
HEIGHT OFF THE �n��m 0TDETAILS FOR THE
RECOMMENDED GROUFRAME ND IS
3. FOR FIGURE 5.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 2/EXPOSURE 'C': 3TI= MAXW..JM HEIGHT
ENg7XPROVALr) '' • ���
F'
DAPIA APPROVAL'
ZONE 2/EXPOSURE b': 27' uA70LFJu HEIGHT
'C':
�� . • •i
�� C 'C15TEy' `%�`�%e
_ . _ - -
' "� `
ZONE 3/EXPOSURE 30' MkafUM HEIGHT
'D':
,•' �!)
'
_ _
ZONE 3/EXPOSURE US APPLICATION IS NOT APPLICABLE.
�
Q-�' No,
.1
,2
c
ST T`tl
Z •fit
�
� .J J. Ir
1' , IV ��:.. • ��
w'ra;.rf3•:v.�l1:...:V..a
NOTICE "1'1"'
+ORAWN BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
JACOBSEN HOMES
mEsE SPEa1CAPOIIS AND DRANM ARE
CRIONAL. PRORSETARY AND CON1WTIAL
UATERIAIS OF ,IACOSSEN UMANACILRING
DRAWING TITLE'
FIG. 5.0
P.O. EOX 368
SAFETY HARBOR, FLORIDA 34695
NIC. SUCH WAIERULS ARC PROM M TD THE
REOPWT fa SKOM Pin= AND UM Of
DRAWING NUMBER:
AD-TD-0031
PHONE (513) 726-1138
wr cwmnAL uo sEaEY n= OTIM
43
�E
ADDENDUM
�g�s
� �1G
OR 1. 5.�
CEO ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 6
LONGITUDINAL TIE -DOWN SPACING TABLE
r,
MIN.
WIND ZONE 11
WND ZONE III
FLOOR
IMM
YIN. OTY.
EA END OF
EA SECTION
ANCHOR
AN
YIN.. 9
WIN. OTY.
EA. END OFANGLE
EA SECTION
ANCHOR
WIN.. 6
U1�,
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
J�
25'-4'
2
45'
2
58'
2
48
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBI. HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
NIA
NIA
N/A
NIA
24'—O'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20`-30'
25'-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
.4'-0'
40001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE III
FLOOR
WIN. OTY.
ANCHOR
WILL OTY.
ANCHOR
WIDTH
EA. END
AN
EA. END OFANGLE
FA SECTION
YIN.. 9
EA SECTION
WIN.. B
o
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
1
254
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
D OAD
ANCHOR ANGLE
SPACING
D o�
ANCHOR ANGLE
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
4000#
20'-30'
25-4'1
12'
4'-0'
40001
25•-30'
S-2'
4000#
2.5^30'
26'-8'
12'
4'-0'
40D0j
25'-30'
3'-2'
4000#
25'-30'
NOTES:
ENGINEER /ffie alllllil",
DAPIA APPROVAL
I. OFFSET SECTION NTH THE MARRIAGE LINE WALL ENDING BEYOND THE ENOWALL OF
�,��`�\� C: DO -
APPROVED
PPROVED BY
THE ADJACENT SEC110N MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE�
TBTH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE TIED DOWN IN ACCORDANCE WITH THE ALT. SPAONG TABLES (AD-TD-0030).
? Q' .0. '• �_JUN
E r$ %
1 4
AINC
-
2 SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
3. FOR MAXIMUM PIER HEIGHT REQUIRED
ST�T .` =
SEEOD-TD-0033 FOR THE LOADS TABULATED
%.�'Q.•. /•yC`y[��j •;act.;:
JACOBSEN HOMES
THESE SPEanunoMs AND DNAMNfSI F"
•K`�«��`''``` C.L.Y.
IDSRAAUNG
DAB. 5-30-95
REV. LETTER
ORIGINAL, PROPRIETARY. AND COHIIOENTIAL
TITLE.-
P.O. BOX 368
mop
MATERIALS OF OF JACO MANUFACTLRNG
RIG 9" MATERIALS ARE PROWED TO THE
ALT. SPACING TABLES
SAFETY HARBOR.
HONE (813) 7OI 1138 5
� CWMK glEpnERET N D
DRAMANG NUMBER. AD—TD-0032
AA
�E
��GAro1► ADDENDUM
F� sE-A�co ALTERNATE
��oo
ANGLE ANGLE
TIE —DOWN SYSTEM
TYP. CROSS SECTIONS)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
Mom 'MIT
ITATLES OR AD -ID-= 0OM APPLY
M THESE STAN= IULTI-11E SECUOS
OF THE UNIT -SHE NOTE 1, AD-TD-ONZ)
M FLOOR SYM-7
A 00 ANGLE
71P.
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 3.1 FOR RECOMMENDED TIN -DOWN METHOD M MURK 32 FOR RBCOMMEDIDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS M-DOWN COhi7GURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2, AUGER ANCHOR WITH A DESIGN IAAD (WORKM LOAD) RATING OF
4,000 POUNDS AND AN ULTOLAIE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVILANT ANCHOR MELTING THE ABOVE SPECMCAMNS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BL000NG (PIER) QUANTITY AND 07HER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPARING TABLES (AD-TD-DO10).
(ALSO SET: AD-TD-0020 AND AD-M-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAUaMUM HEIGHT
ZONE 2/EXPOSURE 'D% 24' MAXIMUM HEIGHT
ZONE 3/EVOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOwl ABOVE ARE ACCEPTABLE FOR USE IN
ALL 1Td10 ZONES AND IN BOTH ENPOSZIRE 'C' AND E10 MRE '0'. HOWEVER, BY
INSTALLNG THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
C. �OF
No.9Fo�Z
CAlGII7!12�71 :
PROVED BY
.�1 1 5
INCN.IP
JACOBSEN HOMES
NOTICE '�AIAAIAV
THESE sPEanCATS AND DRAMNGS AMII�I1111+
ION
4ORANN (����
C.L.Y.
DATE:
5-30-95
REV. LETTER:
@BANAL. PROPNETART; AND CONELpITIAL
MATERIALS OF JACOBSEN U4ANACTUWNG
DRAWING TITLE:
FIG. 6.0 & 6.1
P.O. BOX 368
INC. SXH MATERIALS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 .
PHONE (813) 726-11M
REOPORT FOR SPEOEY PLI POSES NO MM BE
KEM COFMRAL NO SECRET nu omm
DRAMNG NUMBER:
AD-TD-0033
45
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
�L v
V
FLOOR
WIDTH
M;N.OiY.
EA. END
EA SECTION
ANCHOR
N
YIN.. B
MIN.OT1'.
EA. END ONANGLE
EA. SECTION
ANCHOR
MIN.. 6
12'-0'
2
43'
2
55'
10
13'-4'
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
SIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
EAVE
OVERHANG
SPACING
DEL HEAD
LOAD
AVCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
12*4
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'4
1 6'
1 5'-4'
38501
25'
5-4'
39601
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
�r
O V
r�
FLOOR
WIDTH
MIN. CITY.
EA END
EA. SECTION
ANCHOR
N
MIN. a
MILL OTT.
EA END
EA SECTION
ANCHOR
ANGLE
MIN.s
12'-0'
2
64'
3
47'
�j
IZ-0' I
3
31'
4
33'
13'4 1
3
42'
3
55'
13'-4' 1
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DE" HEAD
LOAD
ANCHOR ANGLE
SPACING
D9.. HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
4'-0'
39501
25'
2'-8'
39301
20'
13'-4' 1
6
4'-0'
39601
25'
2'-8'
4D001
30'
THIS ALTERNATE APPLICATION REQUIRES ...40000 POUND ANCHORS
NOTES,
I. SEE AD-TD-0001 FOR ADDITIONAL REOLAREMENTS
2. S�A� 36 FOR MAMW PIER HEIGHTS REOOIRED FOR 7NE LOADS ABOW_•'
1 MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MA70MUM SIDE
OVERHANG (6' 00HANG MAX EACH SIDE OF UNIT)
ENpIIW\PRqaL Do
=.```30�: ,&STE�%i'''
;R No. _
ENE3703571 •: _
= -
W
:��•'•, / 6 9 �`�
�'i. '�F ' •!ti�D • �'''���`�
ii��''s►s'• T �t,```�``
-
DAPIA APPROVAL
APPROVED 8y
5
7NrANC
�� roe I
��� asurc+N4
JACOBSEN HOMES
,� P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
N0710E •fr;
TNESE SPEEW7WS AND DRAMMfS ARE
OIaGINAI_ PRWIaETARX AND CMffi"TK
MATERIALS OF JACOM MANJFACTMNG
We RICH MAMB&S ARE PW40 TO THE
RECPENT Fat VEI71C R"4M AO MAT BE
KEPT Cpd77ETITUI MG Stair FROM OTHERS
pgAM :.
C.L.Y.
DATE
5-30-95
REV. LETTER
n
/(�`
DRAWING TITLE
ALL SPACING TABLES
DRATNNG NUMBER
AD—TD-0040
dR
A�p�p�S
�poo�
RvQ,� ADDENDUM
-ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
MOLE MOLE
FIGURE 7.0
SEE FIGURE L9 FOR RECOMMENDED TIE-DOTH METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
9=11 HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
IIHE N USING TIM TE-DOE CONIMURITION A STYLE CREST PRODUCTS YODEL 573H (TYPE 21 AUGER ANCHOR TON A DESIGN LOAD (TOWIG WID) RATING OF
4,000 POUNDS AND AN ULTIMATE WAD RATING OF 8,000 POUNDS MUST BE USED. AN EQUMLANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES: THE ALTERNATE TIE-DOMN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMENTS ALL MIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER, By
INSTALLING THE FRAME TIE-DOMN STRAPS AT THE 'OUTBOARD 1-BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREYENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOMH SPACING TABLES (AD-ID-0035). RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE 'C': 38• MAXIMUM HMT ENCINEEJ�dM ///// DAPIA APPROVAL -
ZONE
ZONE 3/WOSURE V: 28• MAXIMUM HEIGHT OO
/� ,�' Off: 'isTf'' ', APPROVED BY
ZONE 3/EXPOSURE •D': 28• MAXIM HEIGHT ,•' t�G AF .,2 •�
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES , • 'E o
•- = IN
INC.
QF
JACOBSEN HOMES THESE SPEWIalrOONsCAM WAMNGS,i`I'M ��� C.L.Y. DATE' 5-30q7.O
IIEx LETTER
ORIONAL. PROFRETMY. AND COMFlO RAL DRAMG TITLE: / `
m
P.O. BOX 368 MATERIALS a,IACOBSEIT MANUFACTUW FIG./H`WG 51101 YARRIA S ARE PRONGED TO THESAFETY HARBOR, FLORIDA 34695 KCPOQ FOR SIT= RAPO� MO AM E ORAWWG NUMBERPHONE (813) 726-1136 IOPT CONrLENTIAL AID SECET FROM OTIE16 AD-TD-
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 1B'
NOTES: t
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).
-BEAM
LL DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
C
DETAIL L C'
THIS TYPE OF PROTECTION MAY BE USED FOR
i;Ftl�RN1tAT LONGITUDINAL TIE CONNECTIONS ALSO.
�YII'1CM lvjC�yrR� - 1 T L. - i
4Z No. o'
910334
•• STATE OF .'ac-
F
S�0N •
IE D AND R FIED OTHER!
JACOBSEN HOMES
TICE-
NOSH
THESE SPECIFICATIONS AHD DRAMENCS ARE
!�
OPogNAL. PROPRETARY. AND CONn EENTIAL
P.O. BOX 368
8
MAT MALS OF JACOBSEN MANUFACTURING
SAFETY HARBOR, 'FLO 34695
NG SUai MATETDALS ARE PROVI D TO THE
RCCPEHT FOR SPEOFlC PVRPoSES AND YUST BE
PHONE (813) 726-1138
KEPT CONFDENTVL AHD SECRET FROU OTHERS
APPROVED EY
NIP
TURED HOME
J,s =�1Ci�gNUA%D wuugwm
�d NOV 2 4 1998
_........ _ .. DATE: REV. LETTER:
M.T. 11-18-98
DRAWING TITLE: MISC. TIE -DOWN B
DRAWING NUMBER: AD-TD-0050
48
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
(1� MIN. WIND ZONE II WiiND ZONE III
BOOR k►+ On AN LE UK CITY.CITY.uNGLE WIDTH EA.
END Or ANGLE EA DO 11DL OF IL
0 sEcnoll unt B EA.SEsEcnDH E
30'-8' 3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
D9L. LEAD
LOAD
A4QYR ANQE
SPAONG
DL HEAD
LOAD
ANaDz ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
30'-8'
6'
6'-9'
31501
41-46
5'-5-
31501
1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. VIIND ZONE Il WIND ZONE 01
FLOOR A. CITY.Auul OTY AHa
EHD OF EA Eta OF AHL1E
v WIDTH
0 sccnoN lux.. e u SECTION uut e
FA MIN.
30'-8' 4 42 4 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II WIND ZONE IU
SPACING
DBL HEM
DBL HEAD AHM ANGLE
ANOI4li ANC E SPACING
FLOOR
EAVE
WIDTH
OVERHANG
4'-6-
LOAD
31501
LOAD
46-50 4'-O' 31501 49-52
30'-8'
6'
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENT5.
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
IEF• CDs. c 444 - 14,0/—
...1anT11un...
G\STE.9 •�r��
FO
Q No.
910334 y
oee 7�
STATE Of= :'Ac
NOTIC AWN BY: �i M.T. DATE. 2�g-99 REV. LETTER
JAC O B S E N HOMES THESE �t>nCATRIN: AND DRAwNM ARE
ORIONA. PROPwL1ARr. Nm tas1DLN11AL DRAWING TITLE: _
P.O. BOX 36B MATERIALS of NCOBgl1 YAN1!<KTUIWO NORM. SPACING TABLES
M
TNG SUa YATE'RIAS ARE P'ROMOCD,10 THE
SAFETY HARBOR, FLORIDA 34695 REMENT tut SPECK T'IIR M AND IRRI BE �WDRAWWG NUMBER;
PHONE (727) 726-1138 nPl LarWTA AND SECRET FM Oita¢ AD-TD-0070
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
"I APPRVYvm O s as
APPROVED BY
INC.
r[atTul rrw�c+ulTD�dE
cvamaouwrucnswol mt
49
ADDENDUM
TYPICAL SIDE ELEMON
SHOWING TIE -DOWN SPACINGS
TIE -DOWN SYSTEM
- - -- ---- --- .,,,.,, ..L Rn AL-IL-Wg MULL wX
FIGURE 10.0
SEE FIGURE 20 FOR A61E ITE Wi-DOWN WHOD
TYPICAL CROSS SECTION I I
MOWING TIEDOWNS DR FLOOR
TIP. ams-m3m
—ams /
z SEE NOTE 5 FOR
YAM M HN TT
MY111111 ANQE NOR AME --1
SET ANM HEAD
OF (>V
FIGURE 10.1 c;,"a i III
SEE FIGURE 50 FOB ACIMPR TIE-D01N UMD 20 PSF ROOF
10 PSF D.L
REF. CALCS �v f 1, e;1
0 S:
F; ? E• • �� '�
V '�G qF�
DAPIA APPROVAL:.
1. SEE AD-TD-0070 FOR sPACNc TAeLEs.
.� : .•
�` � Q No'
Y. �_
SEE AD-TD-0070 FOR OUANITY OF LONGITUDIAL TIE-OOWN STRAPS REWIRED. 910334
APPROVED BY
3. SEE OTHER DETAD.S FOR BLMM (PIER) QUANTITY AND OTHER REOUREMENTS. oodS '
4. SEE FULL ADDENDUM FOR ADDITIONAL REOURETAENTS
� 0 STATE OF ; . cIQ-- -`
IN
5. ZONE 21EVOSURE V. 56' MANUUM HEIGHT
ZONE 2/EXPOSURE b': 40. 4A>QYUM HEIGHT
� O'••�
• i/C)IP•�P'••��.`C
14
INC.
C.
ZONE 3/E PMW V: 56' MAXIMUM HEIGHT
'ice
S'I• .�,
nOERaow��OH
ZONE 3/CPOSURE V' 40' MAUM HEIGHT
IOM
�j ���
%%
cawTR,OONNOSUMS GMS
JACOBSEN HOMES
NOTICE
THESE SPEaTC PORS AND ORA rra ARE
DRA
M.T.
DAIS
3-1-99
REV. LETTER:
MF
P.O. BOX 368
Oworw-, PROPREURY. AND COIIFMTIAL
MAIIMALS OF JACOBSEN UAK FACARIMc
INC.SUCHMATERA
DRAWING TITLE:
FIGURES 10.0 AND 10.1
un
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
S ARE PROM ED TO T1f
� AND FOR STUONT EMI
DRAWING NUMBER:
AD-TD-0071
50
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE —DOWN SPACING TABLE
MIN, WIND ZONE n WIND ZONE III
FLOOR uLL OTY. ANM u0L OTY. ANd1DR
WIDTH EA DID IO AN EA. DO OF AMU
^ O EA. SECTION unl...e Ek SECTION e
154 3 45 3 35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DBL IA
LORD
moo WE
SPAONG
DBL HEAD
LOAD
ANCHOR ANGLE
154
6' EACH SIDE
C-10'
31501
40-46
5'-6-
31501
42-47
t ��G
v
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
VAND ZONE II
WIND ZONE
III
um. CITY.
Ell CAD OF
EA. SECTION
ANm
RL
uM. 6
MK OTY.
EA DID Of
CA. SECTION
ANOW
ANGLE
4Di. 6
15-4'
3
30
4
35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND Z014E 0
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHM ANGLE
SPACING
DBL. HEAD
LOAD
ANdIOit ma
154
6' EACH SIDE
4'-6'_
3150
42-50
4'-0'
31501
44-50
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
3.. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 164' FLOOR WIDTHS VAIH 95 112'
I -BEAM SPAONG, 96' MAXIMUM SIDEWALL HEIGHT AND 6 MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
,rrrrlrrrT
'ROV I DAPIA
`. �. ... ..c
No.
910334
it �'� •*=
-a •. STATE OF • ;�
VANUONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
INC.
fEaMLNNff/L1Y1�ON7E
caanunawowanrtwoMa�
JACOBSEN HOMES » � SPE��s M.MIOS ARE' "—." M.T. 2-8-99 - -- --
ORKANAL PROPMEUAY, AND CCr UNRAL ORAMNG RILE
WATERIALS OF AC08SEN YANUFAc URNIG
P.O. BOX 36e W_ Sua UAMnA S AK PROVMD TO THENORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695 RE(MINI (OR SWIC PUi as klD wiT DE pRA1AwC NUMBER. PHONE (727) 726-1138 AEPT CONnDENT4L AND SECRET rROY mN[RS AD-TD-0072
51
ADDENDUM
TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION
410WING TIE -DOWN SPACINGS
MAX. PER AD-RF-UWZ IALU nX ALPW-WIL IA= rLK AL-W-Wic IA L rm M-Ir IL
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TD.-DOVN METHOD
s SEE NOTE 5 FOR
MAWN HEIGHT
N
GILE
FIGURE10.3 (110 MPH)µ
SET ANCHOR HEAD F___ VANDZONE ill
OF HX (W) SEE FIGURE 7.0 FOR ALTERNATE 12-DOWN WMD 20 PSF ROOF
10 PSF D.L
REF. CALLS u� ar ^ 92 • lb
NOTES - EN c N PAOVAL� l i4;k - , DAMAPPRovA
U�':•' STEq '•�e
1. SEE AD-1D-0072 FOR SPACIM TABLES MID NOTES G�
: •Q�i, NO. FD APPROVED BY
2. SEE AD-TD-0072 FOR OUANITY OF LOMIUM& TE-DOWN STRAPS REOURED. - 910334ON
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS dW•� • * _
4. SEE FULL ADDE)DUu FOR ADDITIONAL REGIAREMENTS - INC
-o STATE OF ;c= Ii V�.
5. NONE 2/EXI'OSi1RE 'C: 56' MAXIMUM HEIGHT ` . �P
ZONE 2/b�OSURE b'vim
: 56' MAXIMUM HEIGHT°®
ZONE 3/b�OS K 'C: 56' MAXIMUM HEIMT ', D 1 A • . ' 0D't"�1C1p1MO 1f90O"p
ZONE 3/DpMX V.- 56' MAXIMUM HDGHT '' S ' Z� l x t M04
NOTICE: Y. M7
DATE. 3-1-99 REV. LETTER
JACOBSEN HOMES THESE SPECW-ADMS AND DRAWAS ARE
ORIMIAL. PROPRIETARY, AND COWUNTIAL DRAWING TITLE:
P.O.Box 36e °A7EA1ALS OF MM"AMMMG FIGURES 10.2 AND .10.3
Do ,I W_ AKIN MAMALS ARE PROVWED TO THE
SAFETY HARBOR. FLORIDA 34695 RECFENT FUR SUM PORPM AND IAISf BE, DRAWING NUMBER
PHONE (727) 726-1138 NM o04R0EN"AL MO SECREI FROM OTHERS AD-TD-0073,
52
ADDENDUM Res
OFFSET
UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 11.
LONGITUDINAL TIE -DOWN SPACING TABLE
(1�
MIN.
WIND ZONE 0
WIND ZONE ICI
FLOOR
NIL OR
mom
WL OTY.
man
WIDTH
FA END OF
A
Ell OF
ANOIEE
O
Ell SECTION
� e
EA sEcoN
sw tTDN
MIL e
12'-0'
3
47
3
61'
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 IA
FLOWIDTH
OVERHANG
Lm
mom ANaF
s�AUNc
�LOAD�
AMUANIxE
12'-0'
12'
T-0'
31501
40'
4'_0•
31501
39'
13'-4'
12'
5'-0'
31501
41'
4'-0•
300D1
40'
15-4'
12'
5'—O'
31501
43'
4'-0'
30001
42'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
FLOOR
► L QTY.
ANCHOR
MR QTY.
ANCHOR
WIDTH
EA FED OF
EA END OF
mu
I.�O Vv
F�l SECTIONw. DN
L a
�l SECTION
� e
12'-0'
4
45'
4
60'
13'-4'
3
45'
3
60'
15'-4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND IONE I
wm ZONE M
WIDTH
OVERHANG
MNCIWR AWE
SPACING
DOL loam
ANOI011 ANIiE
12'-0'
12'
4'-0'
31501
40'
3'-0'
30001
3w
13'-4'
12'
4'-0'
30651
41'
3'-0'
=1
39'
15-4'
12'
4'-0'
3051
43'
3'-0'
30001
41'
NOTES: Cat1.G5, C— Sf/ — 1-6 01— f6 ,12—
D MEEK APIr REF. wim C. v— 17,0 -
1. OFFSET SECTION WIN 1NE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
.'�` �`�...••••.��Q •ems l �, p
THE ADJAM SECTION MUST BE TIED DOIN 9 THE MANUGE LINE IN ACCORDANCE
�•� a° •� �,-c T F1�, q • : �y •-� MUft D BY
IMTH THE TABLES ABO%F_ THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE TIED DOWN IN ACCORDANCE WIN THE NQTWR SPACING TABLES (SEE AD-ID-0010
• JUN X X
•
FOR 12'-0' t IS-4' WDES, AND AD-TD-WO FOR IS'-41' WDES}
2. SEE AD-TD-0001 FOR ADDITIONAL REWREIIENTS.
Sa
w # STA
: INC.
I SEE AD-TD-00B1 FOR MAMAN PIER HEIGHT REQUIRED FOR THE LOADS TADULATED
ABOTIE
P •J Q ��
•.,• ORIU•.•'•':`�i►.�
LMANUFTLCTORED HOME
JACOBSEN HOMES
NOTIM +
: ������s`''�•T. DATE.6-8-04
REV. L,
\� F.Q. E10X 368
WM"4 PBCPWARY, AM
MATNER l5 W AACCOM YAMi K 5== M„m� „F m
DRAWING TITLE
OFFSET SPACING TABLES
DRAIMNG NULEER AD—TO-0080
SAFETYHARBOR,
(727) 26-t 38 95
Iona
e�
,53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING IE-000 SPACINGS
FIGURE 11.0
[TAB ON AD-M-0080 RQM WLT III
10 Im SUODARD ILLA-m SECROI S
S SECTION(S) OF K UNT -SEE NDE % AO-TO-0080.J
i TIEDOWN$ nP. FLOOR STM-7 TV.
DIE 5 FER
!M IBGIif
1• I— MOTOR ANGLE
r* , P2
MCFOI N"--- I It
�v —7,
1("c�
FIGURE 11.2, r/,08
g j M Al= Z -DD1N OWD
�. .,.� DAPIA APPRovAL:
oT "' ' 'Yy op�PPROVED BY
1. SEE AD-ID-0080 FOR SPACING TABLES (OFF'SEi SECTION ONLY} �~ 'p '.. • f E F 1 C' L� `'o
ISEE AD-1D-00110 FOR OUANITY OF LONGINCUl lE-DON STRAPS REMRED. J� Gl� ��lt� .,� d (OFFSET SECTION ONLY) 0.00454
-1 SEE OTHER DETAILS MR BMING (PER) OUANTITY AND OTHER REQUIREIIQM ; » ,JUN 1 2mk
4. SEE AID-ID-0001 FOR ADDITIONAL REQUREM13ITS. 0Lr ,,
INC.
5. ZONE- 2/10FOSURE V: 4e MAMA HWff of • •
ZONE 2/0(POSIK V: 46- MA)OIIUM H3GHT-36- FOR 12WID '-0' E UNITS 9� ••'., �� „ P ; •'• a ERAL NUFACTURET) HOME
ZONE 3/ElQ'06URE'C: 48' MA1011UY HEIGHT••........
{�4�.•• ((r���• KCraANDSAFETYSTANDARDS
ZONE J/bQ'05�11RE V- 40' MAID N NEW 'r s/~6 c n -_ � 1�����•
JACOBSEN HOMES
Di0TIC4 �r' rR
TESL s C*rAT s AM DRAYM AM
fo"W.
M.
DALE
s-s-o4
REv. LETIER
ORKU <. PROPMTARY, AND 60NI' MU&
"A� OF JACOM MAMAF'ACLOX
DRAWING TITLE:
FIG. 11.0, 11.1 & 11.2
/�
P.O. WX Us
IBIr�EII�T �WO0
f-'�
SAFETY HARBOR, FLORIDA 34695
FOR NO TPROMD ART �
PHONE (727) 726-1138
IVT CONFIDWAL AND SEfKI MOM 00F2t5:
AD-TD-0081
54
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVIIING TIE —DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
I. SEE AD-TD-DDBD FOR SPACING TABLES WSET SECTION ONLYIL
2. SEE AD-TD-0030 FOR OUANITY OF LONGITUDIAL TIE-DOYN STRAPS REQUIRED.
(OFFSET SECTION ONLY
I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
Q� No. o
910334
-0 : STATE OF �•
'SEE G�CGS, �G,
�- sd- 16 •Gi - 16: rz.
SECTION
DAPIA APPROVAL'
i,
i ` e3 iia k i � a' `✓.
:DERA: MAN' 1FA%T LIkF7 HOIME
)NSTRUGTIOINAND SAFE] YST:,:LD.;i; :S
paA JNOTICE: uKAYAV Or."A5-9-01
It
ACOBSEN HOMES KLY. LURK:
nrtsE sPEalcAnoes AND MlNfs ARE R.R.
ORIDWAL. PRO?RETARY. AND COFIOCNAAL DRAWING TITLE:
-MATERIALS OF JACOBSEM MANUFACTURWG
P.O. BOX 368 FIG' 12.0
W, " MAI S ARE PROMDED TO THE
SAFETY HARBOR. FLORIDA 34695 AECREKI rOR 3110M PUAWS AND MST K DRAW INC NUMBER:
� a PHONE (727) 726—Ilse *FT CDtll117ZMIIAAL NO KO MI R= OrrM AD— TD-0082
55
ADDENDUMGv��S
S�''ON
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES 0
ZONE II & III EXP. C &
LONGIT
INAL TIE —DOWN SPACING TABLE
,mot
MK
WIND ZONE N
WIND ZONE N
m Drr.
. ENaf
ff
molm
MK on
Ell ff
AMm
FLOOR
WIDTH
sflcaoN
SIX
� e
SEC
EllS£CDON
L
� e
O�
26'-8'
3
42'
30'-8'
3
57
4
45.
VERTICAL TIE —DOWN / FRAME TIE —DOWN
SPACING TABLE
WN.
MAX.
WIND ZONE 1
WINO ZONE W
SPAM
DOL
WA
A4m ANaE
.TAM
ML W
LOAD
Mon ANaE
FLOOR
WOTH
OVERHANG
L
26'-8'
6'
6'-8'
31501
40'-50'
6-4'
31501
40' 50'
6'
6'-8'
31501
40 -50'
5-4'
3150 j
1 40'-50'
LONGITUbINAL
TIE —DOWN SPACING TABLE
MIN.
W ND ZONE I
WND ZONE YI
al
S�001TIF
ARa1DR
A
I0 0 C
ff
AR01oR
ANaF
FLOOR
WIDTH
no11
� e
L
FA sEc1Ia1
u w
WL e
26'-8'
4
41'
4
57
4
51'
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MUL
MAfL
WIND ZONE A
WIND ZONE N
�'`
m- �
MON MOLE
SPA=
WAAWM
tm
MQE
FLOOR
EAW
WIDTH
OVERHANG
Lob
26'-8'
6'
5-4'
31501
40'-50'
4'-T
31MI
5-4' 1
31501 1
40'-50'
4'-0'
31501
40 -45'
VANDZONE MI
(110 MPH)
20 PSF ROOF
10 PSF D.L
Eli IL:,, ; i
OAPIA
Q% G�wt1F'cq �,
APPROVED BY
R 1. SEE U ADOENDWI FOR Ao0117011AL REGOI MEN1S.
;:y
ooa5asa .yOro
A)11
2 SEE AD--0*1 FOR MM PIER MIMS REGURED FOR 7 E LOADSTABULATEDA801E.
W";ND.ID
y
INC.
•� G/
FEDERAL MANUFACTURED HOMErT�cREp
.,,,.• �:- ••
, , it ��
commuclION AND SAFE Y SfANDARUS
Q0
t1,t
JUL 17
JACOBSEN HOMES
xonc&
m3Evm cAws Am mu" mc
DRAM Or M.T.
DAl 07-20-04
REV. LEA
DRArNC 1111E
108' HO SOEwAu SPAaNG TES
WM. Hi�F VMX " CWWM l
A
OF
" A `
P.O.ElOx 36e
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
�
FES Vff FM S IM F1N'0g3 MO W9IE
Fart emMIM NO SFM FFM OHM
DRAMNG NIMIfER
AD—TD-M,
m
TYPICAL SIDE ELEVATION
SHOWING IE—DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SECTION
SHOWING TIEDOWNs I I IV. ROGI SM-7 T1P.
ANw mu
ANCIIOA WA
FIGURE 10.1
ANCIIQI *IGII
G 5v—
>>6Illllfl
sm NOTE s FM
o(— l$,;23
WINNOW 1R
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOS:
0+ar-w kTpv! * : -
DAM APPROVAL:
1. SEE AD—ID—M FOR SPA(MG TAM
,
�� G�A�IF '�.
APPROVED BY
2 SM AD-10-OOai1 FOR OUANITY OF LONGIMIX 1 -OM STRAPS REQl1NM
�'
a
1 SEE OTHER DETAIS FOR &O0ffiG (PER) QUM71TY NO OTHER RECILIF RTS
•• : ,
goON
4. SE FULL ADDENDUM FOR ADDITIDNAI. REQUIREIIEM
S ZONE 2/0PO%K V: W MANIMUM HEIGHT ONE 2/E)6IRE V: 2r MA)aMUY HEIGHT
INC.�
ZONE 3/b4�IRE V. 31r MAXIM HEIGHT
Z01E 3/ba'OSURE V.- 3Y NAM" HEIGHT
�� �� C OR ► �o
�Vr ���
fEDERAI. MANUFACTURED HOME
CONSTRUCTION AND SAFElySfAdIOARUS
6. ALL SPEGFICd110NS ARE BASED ON W ROOF ANGLE MAIL
O N
�I� E 1taI,
JACOBSEN HOMES
110=:
r" swor>GTiotts MO GRAILS ARr
: M.r.
oA1E 07-20-04
DRAIN 11TW-d
F1GllRES 10.0 MD 10.1
P.O. BOX 368
WOWN. FRWWMY. " OatsMM&
""IGUIS OF J"M" ~ACCR RM
SAFETY HARBOR. FLORIDA 3095
W_ SLKH MAXIM ARE PW OM 10 THE
NBNM' Fat 9 M RIMW = EN K
DRAINS MATE
PHONE (727) 726-1138
ITT memom n Sm FM ON=
- -0084
57
ADDENDUM �vR
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE II & III/EXP.. C & D 10
LONGITUDINAL TIE —DOWN SPACING TABLE
MN. no ZONE 1 WIND ZONE 19
�v
FLOOR I&t art moo IK am RIM
WIDTH FA ENO OF wi EA 80 OF AMaF ESL sEc°an WL i EA NOW WL
�O 214 2 58' 3 43'
62' 3 45'
------------.....— — -- - ...---------------
-
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
Hit uAX - WIND ZONE fI WIND ZONE 8
FLOOR EAVE °R. WA
WIOIH OVERHANG SPA= �0 ANo+OR AM01E SPA= °� ARM AMGIE
64 31501 49' V-4' 3150 45
244' 6' 6'4' . 3150 49' 5'=4' 3150 45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MN. MND ZONE I 19110 ZONE N
FLOOR UK OTT. AWO Tall on Aran
WIDTH Ek Do or AM EA. DO CF Mu
O EA SECMCq UK Q EA SECIMTM Mx i
2S-4' 3 48' 4 43'
24'-0' 3 50' 4 .45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
NIL MAX WIND ZONE i IND ZONE II
FLOHL WA
VAOTTHH OV�G SPAIW wa ANm mm SPAOM; 10A ANfildi AMa,E
2S-4' 6' V-4' 31 47 4'-0' 31 43'
Ri
24'-0' 6' 5-4' 3150/ 41' 4'-0' 3150 43'
lOr WAX SIDEWALL HEIGHT WIN0Z0NE II/IM
(110 MPH)
20 PSF ROOF
10 PSF O.L.
REF. C=
NOTES: `:p DAI% APPROVAL:
1. SEE FULL ADOENWM FOR AMMONAL KWREFEN75 �- G�Ci� R ��•. ✓ •+y APPROVED BY
ON 2. SEE AD-M-M FM IIAX PIER NEKM REW S FOR THE LO .", � ■■��� u
TA9UTA"IM ABOVE. a D
M ec• 13,2006
d
ry INC.
W ATS CIF K#AWAcnlfllEDHDME
O F %K) coNsra�cr �D SAFETY STANDARDS
JACOBSEN HOMES TiE$vwwAAAN=sAnDIIAtAlI w BY. R.R. °A� 11-28-06 'E"'ETIM-
WMA' FRUIRCM AND bwFlOEMTlx VUWN; A1LE
P.Q BOX 36a MATE MAILS W N MAIAIFACWRWC 108' HIGii SIDEYlALL SPAgNG TABLES / IC 2XK KAmMNs AK PRgAW To na
SAFELY HARBOR, FLORIDA 34695 =ruff apt SW a7wM AM KW K DRAW4 NIAIBER:
- vnOnE (�n) 726-1Ta8 mt mNMm,uo Mw ma opm AD-TO-0085
58
ADDENDUM
TIE --- DOWN SYSTEM
i1IPICAL SIDE aEVAIM
SHOWING 11E-DOWN SPACNtCS .
FIGURE 10.0'
M�L cRoss sEclbrl
. SHOWINGcAnEOowrls TIP. rL= smm7 I w
SET A O NTAD
6 II FM SDE
cr RO4 (T1P.1
ANm mu OA AFPRW STABm
msvm MTN wo 9MFT 1Eaa m
FIGURE 10.1
3 SEE NX s RIR
i YAWN NOOTT
®®l
W"OK 1/2
(110 MPH)
20 pr ROOF
10 PSF D.L.
E►J� `�,Id
�.
DAM ApmWAL:
1V0� 111-D066 FOR VAIM U Es
.•• .. •
,• �O: `�Z �fl(:'�;.t%r i���
APPROVED BY
L SEE AD-M-M FOR OOMM OF IL=TWAL TE-OM STRAPS REOWD.
3. SEE OTHER DETAILS FOR BL0009 (PER) OWN ITY AND ODD REM94MFNIS
Dec 13,2006
4. SEE FIAT. ADDMU FM AODOW& REOWtEYEHTS.
•
S ZK 2/Dra91RE•IC- 44" HAWN !EIGHT •
V- 26- HAWN KWffT "
' �t ! r
•t�
I C.
ZK 2/DFDSK
ZOK
ZONE iRE ti: ]S' MAX"AMM 11E1GHTMW
. 1 • —
�.• �`` '�
roc rwsArnreono.e�+
w16T1M1CraM Ara sArE1r STAMAAIbS
.3i/WO
• �"��'�
6. All 9?ECi1CATM ARE BASED ON 2T7 ROOF ANQE MAX AND loe• MAX
90EWALL MOMf�j,
+ (1j • •..: �► ��
•••••' ���1
�
.
Ct�•
JACOBSEN HOMES
`T0 A17R
T1Ei �EOr1GT1O1S Afro TA1AlIr1G5 AK
tt6l. t
R.R.
DATL
11-28-06
R x LETTER
MAWN , TITLE:
FIGURES 100 AND 10.1
O 41UiL pmrKum ARo O)F1K "m
MAUMS of JAOW= MA WX"W
P.O. box 360
W_ &0 wTT711A1s ARC MWA M TO K
DRAW= M.1118 I•
AD-M—DU86
\: SAFETY HARBOR, FLORIDA 34693
PHONE (727) 726-113a
K0161T rat vwW FJOW NO Ml i K
art 4Z E VAL .ro =0 RM 06M
.
OW
ADDENDUM 11,
(108 PIDEWALIP) �z�, � v%
NORMAL TIE —DOWN SPAG�INC TABLES �`�. &
ZONE Il & III/EXP. G & D l
LONGFrUDINAL TIE —DOWN SPACING TABLE
r
I, ik-
0 Z u
w ZONE ►R
E* Or
A>eaCs
Eel dp CF
'
FOOOR
O� V
IP111i5EC
kw
0
1*, B
EA. SECHN
IK 6
12`-0`
2
53'
3
40'
�1t4
13 -4`
3
3T
3
46'
15 -4`
3
w
4
40,
VERTICAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLET
SIN.
VAk
WND ZONE H
ZONE III
SPA*
VH�JiiAX a
Allm Anal•
SPA*
uAI�R
Alpa ANaE'
FLOO
OVERHANG EAVE
12'-0'
6' EACH SIDE
5'-4'
720
35' TO 40'
S-4'
38'
45'
IS-4'
6' EACH SUE
5'-4'
80`
35' TO 40'
5'-4'
42'
4S
15'-4'
6` EACH ME
T-4'
80`
4O'
5-4'
46'
45'
LOWITUDINAL TIE— DOWN SPACING TABLE
ON.
if
ODONE W
El ft OF
EA do i
FLOOR
E�15EC110N
e*
�1. 9
EA. SECTION
9
12'-0`
3
M
4
40'
13'-4`
3
52'
4
45'
15'-4`
4
44'
4
56'
VEIRTICAL TIE] —DOWN / FRAME TIE —DOWN OPACINU TABLE
VAX
JIND ZONE >f
0 ZONE QI
SPA*
VAX Flat
A go AWE,
WA*
UAX m
WM ANaE•
FLOOR
OUT"
EAVE
OVERHANGHEIMT
12'-T
6 EACH SUE
4'-0'
72`
37'
4'-0'
34'
40' TO 45'
13'-4'
6 EACH SIDE
4'-0'
72`
40'
-T
38'
40' TO 45'
15-4'
6? EACH SK
4'-0'
80'
40'
4'-T
42'
40' TO 45'
NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE Rff. CALM
ACHIEVED. ADD APPROVED STABILIZER PLATE. , &-G f p ; " ,.
"'ta
(SEE NOTE #5 FOR HOVES SET IN FLORIDA `�°j'
�,'^.�.��.C.^
N73�+k� `��'
1. SEE FLU eu+ "FOR AODITIGNAL (iEOUIWiE11T5
•�
+?°� �(�' .•;, �;; I�:'-.• �;: p
* y. ` i)'• 1
BAP1A APR10YAl•
APPROVED BY
2 TABLE BASED GN AXCHOR *ORIGNG EGAD OF 1501 AND DIAGONAL If TO
OPP09BE*,'
7F
; �` `. 1 � ••'.
Mar 25,2008
INC.
a V4 SAVE W AMG REFERS TO OVERHANG AT SOE*ALL NOT FRONT OR REAR
4 ABOVE TABLES APPLY TO me 160'• AND 164' FLGOR �jOhls iN 95 1/i
UL
�
',��' � : %•
FEDERAL raxI1FACTIIxED HOME
coxsnmcnoxnnosnFFnsrnxonaos
I -BEAM SPACIIG tOl� IiA>oui)�) SOE�ALL RDa1T AIXI 6' SIDE
OVERHANG (6' OMINANG VAX EACH SIDE OF *1
�y `S� •�••.;��� r:� f v? : :';~
5. STABLaR PLATES ARE REWIPED ON 9DE*ALL AN04M TLANk
ANcIM FIMA• DVY RLILE I5C, EFFECTIVE yAROI 29 1999
�� `S' '••
t�
SET N SEE
JACOWEN HOMED
x0ISMW
THTSE �EaF�cAndls LwA.s uu
H- TA Tut
1'
O.IrI. i.
DATE-•
12-11-• 07
REV iETTEft
DRA MIG TITLE:
® P.O. aox 3sa
!A°k+oa.►Ls�ar .Ia4aes>:$ upracLuake
SUdI Al �oYAOIEpO W 1I4
NORV. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
lmallkS t
�� ItI71R4FI1 AIpRY ryaY m
G kuwm-
AD-TO-0087
.. �� -•- -• --- - 60
A
ADDENDUM
SHEARwALL TIE-DOWN/PIER REQUIREMENTS
W. s/r LDm _ . , ". 3/9
puf at So"
1 Wm PER SHEA"ALLS 1 I T1p Pol 91EAAOLLS 1
(ALL XTUA110 ) 1 1 (ALL BTUATWM I
AE-OoMtfs Im�� TE-0OSN3 loam
1
Tr
506 NOTE r $a ROTE 1 sm im 7 sm NOTE i
Tiff NOTES 2 ADO 3. Q A
SEE WM 2 AM 3. A
►O REQb PIOt K10 . m " PIER NVO
m L cATW THS LOGITW 1HS LOGAt" nos LWATICH
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ADONE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL APPLIES
TO All SNEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL AF VALUES.
, '* __ - — I.—
z4orm`" IN• OLA
OVED BY
umm a IT¢ AM" goo am ow uTxcam AT lOTIIl , „„ •:. I+'!:j
(KE AD-wpo A� IM-O ar au � Rm Oil aCUl�oAhb+o� MALLAtTEK) 1F �G\are C•. �o �r �j���
{ EB 10
.-e n0.
i W a A MAT CAM DO Cr W SCM U ]Outs ifM W ANIM uTA+L1� � 1 w 1 �.
IM RE4M AT phi Era W -UStS K Md1= of tE 09ad "W k[�¢I(Ti] Jfl � \VI
3. 110 SKMUL S L=TW A{W A U0 fly M KKHT 005-YOM9 Mo � � ♦�� r � �NUFAMREO HOME
APO BE-pmw
c �CaFOSARE R(aX= (XL s, M%qL 0W=0W 4M AU` Ora •!BTATF- � ; � �ONANDSk%TYSTANDARDS
�Y N�:
JACOBSEN HOMES Tt°nc� ax •�•••''R.R. o2-ot-Oo '
T,�sC sEorlC�pPa Pilo
°IfAAmw c a m cIFLLS TIE PIER REQ. B
P.Q. eax Sea %w
tic ltrGl r1TflTw IA=
WETT HARBOR. FLOR10A, ]lees ear•aara WCrJea"A� male MAMMG MAW:,
ON PHOHE (rt� 724-1138 Wr m�rvtlK •V Udtf reds CM % AD-Tb-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
MLL40 WAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .OW IIE-DOWN STRAP
CONTINUOUS AROUND JOISTS
END VIEW
350 PLF WAXWM SHEARWALL
DES -NON VALUE (PCB WALL)
1 1/4' X .o35' rE-^OWN STRAP
CONINUCJS ARCJSD JOISTS.
NOTES: Z
,NPOVAL- -•.*) ' 4, •�
DAPIA APPROVAL:
1. LTtOlR4D A-%OWS 70 BE RATED To AN ULTIMATE LOAD OF 47251 13150 DE9ON LOAD]
(SEE AB-iD-`Ot [TD-I;EH@!AL NOTESJ FOR NOTES ON OROUQ AN�34OR ItSTA11Ana1.)
2. INSTALL A PER
�
-
.' � •' '
-•? I �: =_
r
APPROVED 13Y
AT EACH ENO OF THE SNEARWALL JOISTS (PER THE ABOVE DETAILS).
3. W"EN 91ARRIL 15 LOCATED ABOVE A SOLID IEADER (►UML TElfiiT BOSS-YTN9FP) NO TE-M-4
CAalz
-
ON
STRAPS. OR PIERS ARE REomm (ALL 94EARWAL OO*ff
AND ALL EXPO.RM). WNW. ALL ZONES
^rG+•'
,' z
4. TE-DOWN STRAP RE0004ED AT EACH END OF JOISTS, ALL OB_ AM CONFIGURATIONS.
5.
-
^ .\`4 1
+�i �i. ' :� � .
CE7lNG S`fONP1 FLIT -OPT CATHEDRAL OR ROPED CEKJNC MAY E USED.
6. FULL WIDTH SHEARWALhS ARE SHOWN IN THE DE7AL•ABO
..
��'`````
t 'k'n w •~'
EDWEKX LENCIH
OR CONFIOURA704 SHEARWALL WAY BE USED.
�!�r11M11l11Ytttto
JACOBSEN HOMES 'THESE SPECInCAnvaLAw ORAW*GS ARE DRAW BY; o o DATE �V ��:
` 1V fV 2-6-96
O'WWAL PROPR[TK%Y, AD CORM!NTIAL DRAWN. TITLE:
\� P.O. BOX 36B VATER.45 OF JACOBS!N LUNUFACTL'R%lc W- SUCH MATERIALS ARE PROS TO DBL. S W CONFIG. 11E-DOWN
SAFETY HARBOR,-FLORIDA 31695
��RUS. GPHOVE (813) 726-113B T CONFUMM me T rE DDRAR:
AD-TO-0110
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) Nd (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035" TIE -DOWN STRAP
36' MIN. _ CONTINUOUS AROUND JOISTS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
NN 5 A TRIPLE WADE RAFTER,
I APPUCABLE TO STANDARD
ILE WIDE TRUSSES.
JD VIEW
X .035" TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO *SLIP SIDE•
MARRIAGE WALLS 'AWN AT LEAST
2 STANDARD VERTICAL TES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
Q TO
NOTES: ENGINEER APPROVAL- DAPIA APPROVAL'
I. GROUT ANCHORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TD-0001 [TD-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.) 2. INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABM DETAILS). APPROVED BY
or
DOMALL STRAPS
SEORR PIERS ARE REMM (ALID LL SH�EAR(W1FlLL C�TGURRATIIOONS, ALLLLZONES r/9 0 1
4. TIE-DOel STRAP. REOUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS John C. Doeden, P.E.
5. CEILING SHO'AW CATHEDRAL OR SLOPED, FIAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWTN N 1HE DETAIL ABOVE. HOKEVER, ANY IENGTH
15133 C. R. 22A
OR CONFIWRATION SHEARWALL MAY BE USED. Goshen, IN 46526 'pOsAttTrtvrwM
7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
JACOBSEN HOMES
NOTICE:
THESESPEOMATWNSANDDRAW"MAM
ORIONAL. PROPRIEIAKT. AND l;=WULRAL
MAIMALS OF JACOBSEN MANUFACTURING
DRAWN BY: R.R.DATE
4-09-96
REV. LETTER:
/
DRAWINGM6 $/W CONFIG. TIE
P.O. BOX 368
INC. SIIOH MATERIALS ARE PKIVOED TO THE
-DOWN
95
SAFEPHO
IvTmwwL PUECRETnIHUSD"n
DRAWING NUMBER:
ER(B13)F726 1138
AD-TD-0]]1
=63
PORCH ANCHORING
DOUBLE HEADED 3,1!
EQ-TES-
1. SEE SET-UP MANUAL AM ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
)OUS AROUND STRAP BLOCKS.
Z.
MNDZONE In -
EXPOSURE C
(Ila MPH)
20 PSF ROOF
10 PSF D.L.
REF.',CALCS."
c ;VA - 109,491 -
I oa,.o 7
ENON
OAAA AMOVAL-
"PPROVED
BY
NOTICK
JACOBSEN HOMES 1NESE SPECFICAIM AND DRAVANZ ARE
OF40NAL. PRMKTARY. AND OMMTK
P.O. BOX 368 MAIWAS CF AA NW4 MANWACUMC
SAFETY HARBOR, FLORIDA 34695
Me MATMALS AW PRDWVED 10 1[
ff"W RA SPEOFIC RffM AND MABET
m PHONE (727) 726-1138 KEPT CMIDOOK AM STIMIT FROM ODIM
. fr
INC.
EDERAL MANUFACTURED HOME
Z19STRUCTION AND SAFETY STANDARDS
Mc 11i 1 50
Y., M. T. OAX- 12-13-03 1 REV. LEM:
PORCH ANCHORING
-
NUMBER:
AD-TD-0112
11
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(3150/ WORKING LOAD)
x
x
lb L
W
0 VERTICAL TIE-DO%N
TYPE 1. FINISH B. C=
4� GRADE 1 STEEL STRAPPING c
t 1/4' WIDE 1e 0.035'
J F IN THICKNESS. CERTIFIED BY uj
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION 03953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
II III 111-III
A RADIUS CUP ► INSTALLED ON
I_ 1_i I I -I I I_
_ ALL TIE -DOWN ANCHOR BRACKETS
(INSTAUR TO FABRICATEADIUS CUP
ANCHORING EQUIPMENT -I I I I 'I I -I I M I BY RACING A STRAIGHT 3'LENGTH OF
CAPABLE OF RESISM G _-III-I I I —III— 1 1/4' X 0.035- TIE -DOWN STRAP
THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND KAM
REQUIRED ON THE —_ _
TIE -DOWN SPACING
TABLES (SEE OTHER I i —III-I I( RADIUS TCUP MUST BEO FORM THE RDnTO PROTECT
DETAILS FOR TABLES) I THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
III —III —
SEE OTHER DETAILS III —III -III -I I INSTALL
THE HE ME -DOWN SCKET TRAP THE SLOT
FOR ANCHOR ANGLE.
RADIUS CLIP.
``1�1111t11111111/AAAAA'
NC.DoF
S Tjc• 9 1
DAPIA APPROVAL'
NOTES:
ENE870357 ��
I. ALL VERTICAL TIE -DOWN STRAPS. DIAGONAL FRAME - OVFD BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL -
BY AND INSTALLED BY OTHERS- ON SITE. - T1>; Fr Qr .A1N 1 5
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING :�0,�;•. /�vf.✓�j(y_ r.T .'��c,:
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- .,AMON.� F� ., D A .. `�� INC,14
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ���ZONALIT `�� W4i1{ICIOIAIO�iNR113�4�J
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR BR Ti AND TIE-DOMI
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEW 6 ARE CERTFI D BY OTHERS
NOTICE DRAVOI BY:- C.L.Y. oAtE 5-31-95 �T1ER
JACOBSEN HOMES Mg SPEC►IW11014 AM IllAW= AKCRONA' PMPWMY. NO �'T'Icnn
IIAM MMXA,Ra °m 'I'"ic `wwc nTIF ALT. TIE-000 APPL. /-i
P.O. Box 3611 nG m yAww in mm To TIC
SAFTAR`8 FLORIDA 8695 of t � DRArNG NuuBa �)726-3AD-TD-0200
Rs
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
F FACTORY INSTALLED STRAP IS NOT LONG ENOUGH• —
IT YAY BE LENGTHENED BY USING A CR111P SEAL WITH
A WORKING LOAD OF 3150 POUNDS
�o
t
DIAGONAL FRAME TIE
I•
ANCHORING EOUIPMENT
CAPABLE OF RESISTING II I II
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I:
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)
i�
IF NEEDED. USE VERTICAL c
TIE -DOWN TYPE 1• FINISH B. W
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035' o
IN THICKNESS. CERTIFIED BY w
A REGISTERED PROFESSIONAL N
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
i
910334
STATE C`F
AN�VNr'�.�,
JACOBSEN HOMES THESE SPEOR, TIOOl,IulE;�;MANE
® paCINAL PROPRIETARY, AND CpmpOlpµ
P.O. BOX 368 UATMALS OF JACOBSEN 4N8AACAfiUG
SAFETY HARBOR, FLORIDA 34695 IH`• SUCH UATERIAIS ARE PRDMO To THE
PHONE (813) 726-1138 purr -mRk M DU rRou'owBE
n
R.R.
APPROvAL-
APPROVED BY
INAREVISED
1023J96
INC.
ft9Egl1 YAMIfACT1i1Fy IQE
OD6IAICIII)J A/q tKETf RTANO��Q+
DATE- 7 REV. I FTTri
10-05-96
ALT. TIE —DOWN APPL.
AD— TD-0210
UA
L
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUUN 'B'`
SEE TABLE FOR MAXWUM SPAN FOR COLUMNS 'A' OR 'B''
COLUMN 'C' COLUMN b'
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b' _ I
SEE TABLE FOR SPAN COL 'E SEE TABLE FOR MAX SPAN FOR COL 'G'
COLUMN 'E' COLUMN 'F' COLWN 'C
SEE TABLE FOR MAMMUI SPAN"FOR COLON i
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REQ'D
(SEE AD-TD-0251.
COLUMNS 'A', 'C', b' CR 'E'
COLUMNS *8' OR 'G'
C wMN r
AD-7D-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
EXP. 'C
EXP. b'
EXP. 'C'
EXP. '0'
EXP. 'C'
EXP. b'
EXP. 'C'
EXP. b'
E7P. 'C'
EXP. b'
EXP. 'C'
Ems. 'D'
2 - 31501 ANCHORS
43'-0'
29'-6'
3S-9'
23'-7'
43'-0'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
33'-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
tY-10'
21'-6'
14'-9'
16'-IW
11'-10'
I - 40001 ANCHOR
27'-3'
18'-9'
II'-S'
15'-0'
27 -3'
16'-9'
21'-5'
16'-0'
2T-3'
W-9'
21'-S'
IS-0'
NOTES
ENGINEER APPROVAL
OAPIA L' APPROVA
APPROVED BYE
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253o0or
ON
FOR SPECIFIC INFO. ON ANCHORS.
,qua 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
-7
�
*Joh
14
INC,
Doeden, P.
15133 C. R. 22
�
Goshen, IN 46526
JACOBSEN HOMES
N071CC
THESE SPEonCAnDK AM DRAW=
DRAWN BY. C.L.Y.
DATE. 5-31-95
REV. LETIM.
ORAVANG TITUD'
COL TIE -DOWN APPL.
ORIGINAL, PROPWART, AND DOW WRAL
MATMALS OF AACDesEM MANUFACNRNO
®r P.O. Box 36e
NC 9101 MAIEIONS ARE FRONDED TO WESAFETY
ORAMNG NUMBER:
AO-TD-0250
HARBOR FLORIDA 34695
KwW FOR 9SCI C PIP0 S MID Musa K
PHONE (013) 726-1138
ITPT 0DWWWL ADD SE00 nW Oldn
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 111 MIN.
O ANGLE SHOWN.
=1T — — I T 1 ----rrl
3Y ANaE 1=1 I 1 =1 11=
1 11- I
ANDiORS INSTALLED 24' MART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT 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.
MARRIAGE LINE OF MULTI -WIDE
ATTACHED
ANCHORS
...uul1111if _
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1 /4" WIDE & 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
ENE8703571 -1
�s/ONAL
AFF =:C ,`Eft BY A,
�,, lil " 1 5
AIo INC
waml�Tor—w rarum
JACOBSEN HOMES
P.O. sox 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THESE vEonCATIONS ARD DUVINCS Aral
ONONAL PROFWA RY, AND cauroET nZ
MATUdU OF JACOM MMUTACTUR+NC
INcA31
9WATER aS ARE PRON[fn TO DIE
KCPENT Ta SPM Rfd' M AIO MM !x
IvT CXWT"L AND MaET TROY oTHDQ
vlUrn UrC.L.Y.
""" 5-31-95
n
DRAWING 11TLE
COL. TIE -DOWN APPL .
DRAWING NUMBER:
AD-TD-051
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
MARRIAGE LINE OF MULTI-W'DE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' MADE & 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.
— =—T= T 1=TTl — —
�� III_
I I
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANC,HIO,R (3150#)
N TES: �, DAPIA APPROVAL
o ALL ANCHORING EQUIPMENT SUPPLIED E?`7 15TF•�F
t''�i
•QG No. 9Fo '?' PROVED BYA
BY AND INSTALLED BY OTHERS— ON SITE. NE87
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— JUN 1 5 10
ATION. INC. PROTECTION SHALL BE PROVIDED v
AT SHARP CORNERS ? �Q ' 6 4 44r:I
WHERE THE ANCHORING SYSTEM REQUIRES THE USE '�, ��'• NQI •�� �.� �y pNpyq
OF EXTERNAL STRAPS OR CABLES. '�i S' ••' ••••••'' yG ��`
NOT1C� BY: DALE REV. LEM
JACOBSEN HOMES >dm s>��>DS AND oRAW= AKC.L.Y. 5-25-95
QVM# . PROPRI TW AND CMFWn4L DRAWING IRE.
LN
P•o. eox 368 1A10iA1S OF woes UMWACT1 M COL TIE —DOWN APPL
W. Wm YAMULS AK PRI MOED TO M
SAFETY PHONE ( HARBOR,) 7266--1-1138 695 CWWR4 ��,�, 0� DRAWNG MIuBER AD—TU-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT 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 REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
'GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING MATH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
�\., �.\ST ERFUc�
Qh0. p.
ssin�l A
PROVED BYA,
. 9 d'`ft .xJ►'1 1 5 M
1 V 11'i INC.
noriwrr�ulclul®wE
watA,cra No sMm swall�t
NOTICE: -"00 IwAwvr; DATE: REV. LETTER:
JACOBSEN HOMES TWX SEUICA7W AICI DMW= ME C.L.Y. 5-25-95
0F°°M "'MJE1ARV FWD C6NI100ITUL ORAVOIG TITLE:
P.O. Box 366 MAC OF'"LMSDI U "UFACTt UG COL. TIE —DOWN APPL.
m
SAFETY HARBOR. FLORIDA 34695 Kww Fa SKCFIC PJ W44S AM �MOMD Wb K DRAWING IIIE MNBER:
PHONE (613) 726-1138 r®a cmfmTm ao XCIIET rKm ores AD—TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLIA(N 'K CCCUMN
ISEE TABLE FOR WUM AN SPAN FOR COLUMNS 'A' OR
r�
COLUMN 'C' COLUMN b'
�. j
APPROVED BY
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS OR V
SEE TABLE FOR SPAN COL i SEE TABLE FOR MAX SPAN ATRINC
O HOW
RUCTIONANO SAFETY STAIDARDS
MAR 0 3 1999
'E' COLUMN x
�COLUMN
LSEE TABLE FOR MAXIMUM SPIN FOR COLUMN
f
MAXIMUM ALIAWYABLE SPAN
TYPE OF ANCH01 O REQ*D
COLUMNS 'A'. V. V OR 'E'
COIUMNS V OR 'G!
COLL N 'F'
(SEE AD-71)--0251,
AD-ID-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-ID-0253)
SEE NOTE 1
D(P. 'C'
EXP. V
EXP. 'C'
EXP. V
EXP. 'C'
EXP. V
EXP. V
EXP. V
DF. 'C'
DP. V
EW 'C'
ap. v
2 - 31501 ANCHORS
31-4'
25'-6'
29'-4'
20'-4'
37'-4'
25'-6'
V-4'
20'-4'
31-4'
25W
29'-4'
20'-4•
1 - 31501 ANCHOR
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
I - wooi ANCHOR
23'-8'
16•-4'
18'-i
13'-0'
23'-B'
16'-4'
18'-7'
13'-0'
2S-8'
16'-4'
18'-7'
13'-0'
REF. CALCS `' %✓
93, o
,,\LLIIII FIiles
NOTES:
ENa • •.. F! ,,,
DAM APPROVAW 0
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
No.FQ •
AppppVED BY
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON
1 910334 •:
=
ANCHOR
INSTALLATION.
���
s
%STATE OF
INC
JACOBSEN HOMES
NOTEAND ORAWMS ARE
THESE
o� Y M.T.
DATE 2-9-99
SPECJFIG1
ORWAL. PROPR VARY. AND CONFEDMAL
ORAYANO 11TLE:
P.O. BOX 368
Epp
MAMMALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERALS ARE PROV= TO THE
Igo" WOE COL. TIE —DOWN APPL.
ORAYANO NMI R:
AD—TO-0254
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
RECRENT MR SPECrF1C MOSS AM MM t
luT CauwOmAL AND STm FROM cum
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING lj�
SEE NOTE 1
-1imumu ¢nIIW% nL—wen 31W,3 ut AnLTM
BRACKETS (SEE 7 DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCINOR
BRACKETS TO BE INSTALLED A 1UWMM OF Z-V
(241 FROM EACH END OF 1K UNIT.
NOTES:
1. LARGE OPENNG = ANY OPENING WIDER THAN MAx T1E-DOWN SPACING ALLOWS
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAom
SO LONG AS, THE AVERAGE SPACING[ (A+B+C) / 3 ]DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICk/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REOUDtEMENTS
JACOBSEN HOMES
■
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-1138
`�11puu1uu��,
C� p��
TEa'-
ENE870357]
I ,.�
ANCHOR BRACKET AND TE—DOWN
DEVICES ARE CERTFIED BY OTHERS
NOTICE I DRAWN BY:
THESE S'EanCA G AND DRAW= ARE
MORN., PROPKWY. AND CO/ EHMAL
YATERUIS OF JACWS N MANXACTL MG
W_ SXCH MATERINS ARE PR01W TO THE
10 7 009 MTUI NO S:M mm 01 ERS
ROVED BY ltkl-
JW 1. 5 VIS
INC
:._�ueeo Nst
C.L.Y. ( - 5-31-95
TYP. SINGLE WIDE T/D
AD-TD-0300
72
1:
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING
SEE NOTE 1
COLUMN SUPPORT TE-DOWN STRAPS REQJKD AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTIL
MULTI -WIDE FLOOR SHOWN
SEPERAT D FOR CLARITY
24'
rl
V V V V V V V V
L2r
24'
i L STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE-DD N SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIUW SPACING ALLOTTED).
ALSO SEE NOTE 1
STANDARD VERTICAL CHOR I -DOWN STRAPS OR AN
BRAO(ETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF 1TE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL `,���1�u1u
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL 1��`N C" • Do r'ri4i
NOTES: J40o e'•...y'y DAPIA APPROVAL
NCI. O
I. LARGE OPENING ANY OPENING WIDER IILAN MA)C TIE -DOWN SPACING ALLOWED. NES703571 OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI ,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE TA OFF
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME -p�'•,. 6 �,
TIE -DOWN SPACING TABLES (SEE OTTER DETAILS). •�` . �ti•�� 1510
3. INSTALL FRAME IS AT ALL %ERTICAL TIE -DOWN LOCATIONS. ''F�S/O ' •.....
4. SEE AD-1D-0001 FOR ADDITIONAL REOUIREMENis AFNdi6AL
t+68#"TLfJla TiE-00061
DEvcES ARE CLRWIED BY OTHERS
NOTICE Y. DATE 6-1-95 REV. LETTER' HOMES TKSE 9K�� 1AND DUWHM AIM C.L.Y.
0MQNI_ PROMUMY. AND OWWrK DRAWING TITLE
P.O. BOX 368 MATERIALS OF "'�" UANXAC1"K TYP. MULTI -WIDE T/D
„ SAFETY HARBOR. FLORIDA 34695 WOO rCR 9?(U1C IMMMU 00 SM K DRAWING NUMBER
PHONE (013) 726—I IM apt m mina no Eau ff= omn AD-TD-0310
73
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS I
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - V
SINGLE WIDE TIE -DOWN
DOUBLE WIDE TIE -DOWN
NOTE:
C SECTION
MARRIAGE WALL
SIMILAR TO
I OPENING TIE -DOWN I
SINGLE WIDE
AT
`RONLY.EOPTIONALENATGS
FRAME TIE -DOWN
I I
OTHER LOCAnoNs.)
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
NOTE:
A k B SECTIONS
SIMILAR TO DOUBLE
MADE TIE -DOWN
TRIPLE WIDE TIE -DOWN
BUCKLE WITH 2O251
IY MINIMUM
SEE DETAIL - 'A'
SEE DETAIL - '6'
TIE -DOWN STRAP
SNGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (310 LBS. MA)OMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 1/4' X .035• MINIMUM
21NK COATED STEEL STRAP, OR EQUAL WITH 315o*
CAPACITY MINIMUM) x 1.5- .4-7zs As uL_TI&vv w
LVA-0 a4r2AcI"
<<ululft
NOTES: ENON
1. SEE DETAIL 'B PAGE 4 NOR MARRIAGE WALL�O•..•4�'lI�ICgT
OPENINGS GREATER THAN 49 INCHES. VP To I'7 Tie1 BUT : O
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR s PAS. iiD• C0�545�
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE RTR TYPICAL I -BEAN
PIER CONSTRUCTION. STATE OF
APPROVED BY
09-01 UE 2
�MOiM['Tia"ESSN01K6
LETWR-
JACOBSEN HOMES THESE SPEC AMDRAN=ARE BY. TE RR °A 10-31-95 REv
ORIGINAL, PROPRIETARY, MID COMLcnim DRAWING TITLE
P.O. BOX 368 MATERIALS OF JAWW MM XACT=HG ZONE I TIE -DOWNS
W_ SUEH UAIERALS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 REOWIT FOR SWX PIMMES Mo MIST K DRAWWG NUMBER:
m PHONE (813) 726-1138 IVT WDDNRAE AND SEOTET TR01 OHM AD—Z1-0001
74
75
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
`SEE NOTE !1�—
MAIN FRAME 1-BEAM
IND
SPAONG
CENTER
SPACING
I CENTER
SPACING
I CENTER
SPACING
I - CENTER
SPACING
I CENTER
SPACING
I END
SPACBIC
DOUBLE WIDE TIE-DQIYN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER ENO
TYPICAL I -BEAM
TIE -DOWN
MAIN' FRAME I -BEAM
SEE NOTE !1 SEE NOTE /1
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
IEDISEN3
ERCENTERENDSPAWC PACING SPACING SPACWGI
E. ..T. .�.. �T. �
TRIPLE WIDE TIE -DOWN PLACEMENT
01
0
0
NOTES: ENGINEER,�10f9�};. DQc%1,, DAPIA APPROVAL'
T. SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ��♦,���IFIOgj::1����� APPROVED BY
MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. ND.0045484CIS
�/.
STATE OF I\-V
.•' �+
♦ aaMwrs,.'+u�K.a
IDf::���i'�� w.,-��xnaaowmswmums
Pn
JACOBSEN HOMES THESE sKoncAmas wa DRAW= ARE, �} RR DATE: 10-31-95 REV ' LETTER:
■ MGM. PROPRIETARY, AND CONFIDOINIL DRAMNG TITLE:
P.O. BOX 368 MATERIALS OF JACOMEN ►IMLFACTUMNc TIE -DOWN PLACEMENT
RE OT Y MRKS91= ARE FRONDED TO K DRAMNG NUMBER
SAFETY HARBOR. FLORIDA 34695 RtOppR FOR SPEC(1C PUtPOSES AID WST EE
PHONE (813) 726-1138 JUT CORM AL AND SECRET TROY ones AD-Z1-0020
76
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
BY a cd.
FE8 0 1 W
INC.
JACOBSEN HOMES
NOTICE..`
T�SE s >*d AM DRAW AK
umerm or. unu:
M.T. 2-1-00
n�. ac••.^
ORIONAI. ►Ra�KTruT, Nq costoEwlAt
""maA<s °F"`o"n"'"'u`"`"=
ORATANC 11AE:
ZONE 1 INST.
/`
\I
P.O. BOX 36B
MC. IM MANN" AK PPWMD TO lK
J-1
SAFETY HARBOR. FLORIDA 34695
RCRW OR VIXM PJMM AM Kist k
DRAW C NU1 OM
PHONE (727) 726-1136
K71 ca rmomK me Iwo tRa amm
- AO— ZI —0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
� I �
DORMER i
I
TRIPLE InDE
OR QUAD WIDE
SECTION(S)
I
MAX" PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE-DOVNS MAXIMUM HEIGHT}
Za E1 7M
EXPOSURE 'C' 90' 56'
EXPOSURE V 39' 46'
LONGITUDINAL TIES ONLY REOUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REOUIRED EA HALF
(IE. 014E EA. BEAM, ETC...)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SMALLS SAME AS THE MAW UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE NOE
CONNECTION REOUIREMENTS.
24' MA)OMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SANE AS TYP.
DOUBLE WADE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY 1S REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
�DG w
1. FOR WAD SECTIONS, EACH WIBLE SECTION' OF THE UNIT SHALL BE DESIGNED ,� •aN0. F0 %.
WOEPENDENT OF THE OTHER STRUCTURE (IE. SHEARWALLS, TIE-DOWS, RIDGE- V4 0357
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
S IF
►PPROVED BYE.
.uN 1 5 m
4
lmA f&n u#mm#"
INC.
ml l*V" msW&m
NOTICE DRAWN BY: DATE KY. LETTER:
JACOBSEN HOMES
THESE sPEOF1CAT10N5 AND GRATINGS ARE . C.L.Y. 5-16-95
MORAL. PROPRIETARY, AND MNFWTLAL DRAWING TITLE
P.O. BOX 368
N
MATERIALS OF JACOM MANTfACT"G ADDENDUM -INT. UNITS
INC RO{ NVEFMLS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 AECPENT FOR !PECM Pill} M AM W57 BE DRAWING NUMBER:
PHONE (813) 726-1138 07 CWWAAL NO SEOWT TRW OTFEIM QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERL.NE CONNECTION FOR QUAD UMTS IS THE
SAME AS FOR THE MAN UNIT (REFER TO SET-UP
DEIP14
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERAIETER RAL
OR RDGE BEAM
CROSS-SEC74N
30 GA. GALV. STEEL STRP
e X LENGTH OF ROOF 2-
MAY BE OVERLAPPED MITT.)
2APL AS SNPOPEME
R SET -
INSTALL ROOF CA
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 CA. GALV. STEEL STRIP
SECURED VATH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.0 MAX. SPACING (T1'P.)
31 X S' LAG SCREWS
18' O.C. (ZONES 2 Ic 3)
STAGGERED
�„uunlu
NOTES ENGI `W' O
00 •GDAPIA APPROVAL*
1. 30 GA. GALV. STRIPS USED MAY BE WM DEFLECTORS �TER��F,�����, I r :'' `D 8Y
REMOVED FROM ROOF IN ORIGINAL. CONDITION No. Q' No. O : UN 1
(EXCEPT FOR STAPLE HOLES _ c ENE8703571 1 595
STEEL SW MAY BE CONTINUOUS OR PIECED. �•�
2. SHINGLES N THE DORMER AREA OF THE MAN UNIT MAY : ` INC.
BE SHIPPED LOOSE AND DISTALL D ON SITE AFTER a / ��
THE UNITS HAVE BEENN ATTACIED TO PREVENT ANY '.� 0,�.'•. �/f�O'l4Ca ��+`.`,a„pyipaNCW
TRANSIT DAMAGE AND TO ENSURE THE %9NGLES LINE-UP
FROM ONE SECTION TO THE NEXT. (�
N017CE rrrl I DATE REV. LETTER:
17=JACOBSEN HOMES TNm SPEGYICAm" A"ORANNPS C.L.Y. 5-16-95
0 m g.. pRCmTARY. AND cwwTIAL D6VMG TINE:
,. MATERIALS OF JAC0M MANUFAcTLmG ALT. ROOF ASSEMBLY
P.O. BOX 368 NG sm MAmaxs ARE PROW= TO 7NE
SAFELY HARBOR FLORIDA 34695 RiCPDR FOIL 9-cmPU3OBlS NO MJST K DRAWINGNUMBEit
PHONE (813) 726-1138 IQPt on- mnx uo mm nlal o1NDm WADADD2
79
a�
80
E17r-17
EIFIEF�
EIMP7
LIEIE711
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8
W-