HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET-UP MANUAL ADDENDUM
AUG 2 9 26V
pulDlic V`Jcrks
St. Lucie County, FL
❑ter❑
JACOBSEN
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. T,,,n
REV-01 /10
ALL HOMES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
1
ADDENDUM
EXTERIOR � HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS M DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEKTING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPORuBARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
DUCT SUPPLY OR RETURN
TYP. FLOOR SYSTEM
TO HEATING/COOLING
OR CROSSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND 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.
I
APPROVAL'oTEs: A�DAPIA
PROVED BY
JUN' 1 5 IM
INC
NOTICE DRAIN BY: DATE: NLv. ltliuc
JACO BS EN HOMES THESE SKanCATIMS AND DRAYINDS ARE C.L.Y. 5-30-95
OIEONµ, PROPRIETARY. AND CONn"TM DRAMNG TITLE:
MATERIALS OF JACOOMN MMAIFACTURWO EXTERIOR A/C DUCT
P.O. BOX 368 NC 9" WATFJMS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 REOINT FCR SPECIV PURPM AND MIAT BE DRAMNG NUMBER
PHONE (613) 726-1138 IVT CONMIA W SECIV n= DTHET6 AD-AC-0001
V�
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DIC_CCNT;".1UE
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)
JACOBSEN HOMES AIOISAND
iNESE SPECNICARONS AND ORAwNOS ARE
MUM, PRWKTARY. AND CQ/1pE1111AL
P.O. BOX 368 MAT R1ALS OF .IACMN YANSACRARYM
„ SAFETY HARBOR. FLORIDA 34695 REr reR T[QIC Rypm AM MST K
PHONE (813) 726-1138 NEP1 COMDOIRAL AND UM TROY MIS
APPROVED BY
SAY
wmua.w.,rn.m�
oo�rosvm,wowx
C.L.Y. IDATE: 9-28-95 REV. LEME
W.H. VENT. SYS. B
R 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
V11
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
w
' 1 4 TO 3 4 GAP
STRAP ®48 O.C. MAX. SPACING I —�•�
WITH FASTENING INTO JOIST I
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTF]IIS INSTALL WOOD SHAM AT ALL LAG
TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
NDS01
AND FOR GAPS TO 3/4'. INCREASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
(ALL E(P06URES)
WA 2p1E
EXP061RE
J/6' X J 1/r TAG SCAf1
30 GIL S1RAP FASWO W/
7/16- 1,19 GA. STAPLES
We ZONE
onan
1*MM NLIUBM OF FASMMRS RECILWO
0.131' X 11/r NALS
7/IC X 16 GA. SUPIES
MAX" SPACM
MAXIM SPAONG
Ir ac.
2 1/4' act3
s
:
2
V
Ir ac
1171e oc
ti•
4
7
,e' ac
h r art
4
7
L3
3
ti'
u' at
1i1/r D.C.
b•
6
a
NOTESi 0
EH41iFR APPROVAL
DAPIA NTMAL:
APPROVED BY
t. I' WK PE]EIRATIDH 15 REGUiiED ON STAPLES FOR UK a016' STRAW.
t MW 945 M BE FS PFD FROU SPF J3 UK CR BEflEx.
(r X X
Revised
ON ay24,2006
All
Si-
4' GAP 901H Mai 97Ej
��
^ay'
OSB OR PLYi1000 MAY K USED IFRXX= EQUALS GAP MOTH-4' XC MDi go
John C. DoWen, P I+.
INC .
3. We YAXaM SDEI L HDW. �
' EI^,^,
-1.2 nghvioring'
FEDERAL MANUFAC URED KNE
COMSTRUCFION AND Lt ITT STANDARDS
4. SEE 0114ER DEULS FOR SEAt01G FlO0R5 FOR Aat lifLDU111G1 �
V
JACOBSEN HOMES
>M�>°�UU98MAM
DRAw�BY. M.T.
DAZE 05--22-06
REV. LEI
P.a Box 36a
oF.ova. 1R� ASO. AID MFMMIL
w, ,,, V 10 1HE
c
DRAMNG MILL_
M/W FLOOR FASTENING
SAFETY HARBOR, FLORIDA 34895
PHONE (813) 726-1138
Ai mw FM roan narars me om K
�10o+maAL AM =W FM 0*=
DRAT M KAMM
AD-FA-0001
ADDENDUM
MULTI -SIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES-
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
8. O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
S zj ob
John C. Dueden, Pl.
K2 Engineering, !na
APPROVED BY
NRevised
May 24,2006
rl INC.
Feotnu KUWACM40 More
ca"STWdal r am SAFITT STANOAROS
JACOBSEN HOMES
P.a eox 36e
wx a cAum AK
awK4. powmm im cawmeFm
ws v riwrAcpAw
uK"N4 or M.T.
""`� 05-22-06
UM
`
Bwm
WAM 11M
M/W WALL FASTENING
SAFELY HARBOR. FLORDA 34095
uG w wows AI[ MOIClD 1p K
un fov im W
cRAwNc Mweoa
PHONE (813) ?U6 11W
a n � o�om
AD—FA-0010
5
11 ADDENDUM
MULTI -WIDE ROOF FASTENING
CENTER LINE OR MATING
ILINE OF TRIPLE WIDE UMTS
30 -GA. GALV. STEEL STRIP —
SECURED WITH 7/16' X 16 GA. STAPLES„
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MAX SPACING).
-LAG SCREW SET BACKS
FOR TRIPLE WIRES
FOR DOUBLE WOES
.2 1 /4'. ;
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS
AT A 45' ANGLE I
STAGGEREDQ
ROOF PERIAETER RAIL--'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
NDS01
(ALL ZONES)
(ALL EXPOSURES)
—.30 GA. GALV. STEEL. STRIP .
'8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL.ROOF CAP PER SET—
UP MAN. OVER GAL STRIP.
(30 GA. CALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORWTNAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
PLAN MEW
3/8' X 5' LAG SCREWS meLAG SCRSV MI BACKS
(;2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
SEE CHART ON AD-FA-0001 .� FOR TRIPLE IMOES
IFOR MAXIMUM SPACING
21 4 234'
_ 14'T034'GAP
CROSS-SECTION
FOR GAPS IN ROOF SYSTEMS INSTALL WOOD SHIM AT ALL LAG
TO 1/1'.INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
ANO FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
LAG LENGTH 1 1/2. TIGHT. (SEE NOTE 2)
CROSS-SECTION (W/GAP) C wA si o i 91.07
NOTES-
Qiam APPROVAL•
DAM APPROVAL'
L 2 IN WL PIX-IRAADN INTO RECITMIC MOM IS REQIIiiD F0I1 LAC SCREWS
2 MOCD SH615 TO K RIPPED RKM SPF j3 WL OR BETTER V
APPROVED BY
r X r X GAP MIRTH MN. SIZE)
moo
ON
09 OR PLYWOOD MAY BE USED F RIMIESS EQUALS GAP MDTH4' X 6' MR S )
3. SEE OTHER DETALS FIN ON
/
S r
May 24 , 2006
A Revised
EiING ROOF NIERECTIOKII
4.
')q�n C. n, P �.
INC.
*EX INSTAILM A LAG SfAkll KM A Ma BEAM, ffM-Ml A 3/d• WARM
HOLE T1ROM W FIRST RIDGE VAN. SECM-RNLI A 1/4' HOLE "IOU0H 1M
K2 EngW*erh tq, Inc
FEDERAL MANUFACTURED HOME
REOOM RIDGE SAY FM TIE WEAM POIt= OF tM SCREX TN X ON& ARE
CONSTRUCTION AND SAFETY STANDARDS
FCR 3/V LM WRIM ONLY.
S 10lt' MAWN SIDML HEIGHT.
JACOBSEN HOMES
M! m SMaTuNWO AM DRAW113 Ai[
DRAM BY.' M.T.
oA 05-22-06
Box 368
CpONl1. I1ta�rArn >ao DDNnDExTIFi
w>E � Y111lFACTt�i1C
„` Dual yAmLA<s AEt FTacm to
[TV—WE]P.O.
DRAIAHG ITL&
M/W ROOF FASTENING
SAMY HARBOR. FLORIDA 3"95
Kww RFI OBsit Fur= No MIST E
CRATWG MAINEEIt
PHONE (6I3) .728-1138
RQT m.mFul Ho IOU FIM an m
AD—FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MK 2' OVERLAP AT SEAM)
SECURED WITH JB X 7/16' HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
EN11RE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(AL- )
I —
CENTER OR MATING LINE
I
I
.I
!8 x 7/16' HEAD X 2'
j FULLY THREADED SCREW
(NO MORE THAN 12` O.C.)
I
I �
I o
�I C)
� g
m
m
1 METAL ROOF PANELS STOP
■ APP. -3" FROM CENTER LINE
'*-30 GA. GALV. STEEL STRIP
5' X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED WITH 7/16' X 16 GA. STAPLES
FULL. PI70:MI10H INTO DECKING
(SEE CHART ON AD-FA-0001 MAX. SPACING)
NOS. uwum NTI{W/41i YMOft rilrm" " .
. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
j�j� 4
L STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
L METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS Sep IN 174 iNC.
ep 10,2008
L SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND C% Dwdl ,i i,
FEDERATO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN CONSM MOHMANUAND
SAFERED xo�
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
g� �nC: cohsrnurno"A"ns�Fensra�oAaos
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES """'" °'' RK ILIICJG
NOT= D.M.T. 06-25-08
nm� s�►ma un ors �
w"Pa � °� VU ME ROOF RIDGE CAP —
P.0 BOX 368 ML MW WI] MS AK WMW 10 W
SAFETY HMOK FLONA 34695 Mi11f M 9M FI1B O Alp NW K MAIM MAM
PHONE (813) 726-1130 WT ONFEMIL M srar n�a am AD-FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING u
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLEOTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA APPROVAL
PROVED BY
JM 1 5 M
INC
I NOTICE DRAAN BY. C.L.Y. DATE. 6-5-95 REV. IFiTcR:
JACOBSEN HOMES THESE SPEOnCATIONS AND DRAWNGS IRE
■ WdNAL PROPWARY. AND comr ?ITm DRAWING iliLE
P.O. BOX 368 UMMS OF N YANUFAMUG M/W ROOF SEALING
,I NGISUCH YAIERIN.S ARE PRONGED TO THE DRAFANG NUMBER
SAFETY HARBOR. FLORIDA 34695 RECPOff FCR SPECFC REMO AND WBE ST
PHONE (813) 726-1138 IVI CD► MTK NO SEOV FRa DTIERS AD—FA-0025
8
ADDENDUM
hfULTI-WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
D BY
JUN 1 5 W5
INC
JACOBSEN HOMES rvONS O DRAWN BY: DALE: �Y• �I I
THESE sPEanuna+s AND DRAWNGS ARE � C.L.Y. 6-5-95
aeaNAL. PROPPoEIAFM AND CONE DENTIAL DRAWING TITLE
MATMALS OF JACOBSEN YANIFACMMG M/W ROOF SEALING
P.O. BOX 368 Ur- M NATERi4S ARE FRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 REMIT Pa SFECFC PJWM NO WSi 0E DRAPANG NUMBER:
IN PHONE (813) 726-1138 NUT c0!Fot m AND gory nu Ones AD—FA-0026
9
SHIPPED 'LOOSE HEARTH EXTENSIONS
HEARTH. 1NSTA1 ATION,
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
Z ETSPECI THE METAL FIASHING'IIN THE HEARTH AREA TO WSIRE THAT IT HAS
BEEN 1090 (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FWLACE AND THE WA %
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE W THE HOME) AND INSTALL FOLLOWING
THESE STEPS: -
A. CAREFUlY PLACE THE kEARTH EXTENSION IN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSORY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 : 2' WOOD SCREWS
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
TILTH A NON-COMBUSTABLE CALIMG OR MORTAR.
D. OR FOLLOW THE HEA k MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
JACOBSEN HOMES
10013 P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NOTICE
E SPEOXMIMS AND DRAINNLS ARE
INN. PRWKTARY, AND CONF1 RAL
MALS Or JACOBSEN MAP"ACTIMC
RKH MATERMLS ARE PRDWO TO ME
'ENT IFOR VECf1C PllfI O MO "I K
COIf1aO1 Rq APO ZCPV MOM OTPO6
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
JUN28VA
INCON 14
NDpVI YMNACfYF� N7R
C.L.Y. 1 - 6-16-95
SHIP -LOOSE HEARTH
. � • IM�1�
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 IZEV.
0 000or SW t 5 20
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFELY STANOAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED eY
0 000r
N P] INC.
fEDERAI MANUFACTURED HOME
COYSTRUCTFDN"SAfm STANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING TO FALLOW HINGED TRUSS -
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8' WIN. 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 VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY SE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(IS- X 14 1/2- MAMMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
MARRIAGE WALL
3/8- SHEATHING TO BE INSTALLED ON -SITE
V61NOZONE III
(I10 MPH)
ALL EXPOSURES
NOTES: I
ENGINEER APPROVAL:
DAPIA APPROVAL:
1. 3/8' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16- X
PANEL E° A"°'- D.C.
(GLUE
All ALL FRAMING UEUBERS. NO REo I�i
APPROVED BY
MAT E
a itivell, E.
INC.
KC2 .
fEm& MANUFACTURED HOME
`
OMTR=KM AND SAFETY STANDARDS
z
JACOBSEN HOMES
THESE
IVOTLCE:
DRAWN BY:
R.R.
DATE:
4-27-98
REV. LETTER:
■
„
P.O. BOX 368
ORIGINAL.
MATERIALS
ING 9"
$PECInutmsAND DRAWINGS ARE
PROPRIETARY. AND CONFRJENRAL
OF JACOBSO MANIFFACTURINC
MATERIALS
-�
DRAWING TITLE:
TRUSS SHEATHING
SAVETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REMAI
KEPT
ARE PROWOED TO THE
FD9 SPFCFr Mr=S AND MUST BE
DRAWING NUMBER:
c
k nuNIIAL AND SFa?n FROM 01NER5.
AD—HR-0001
17
NDS01
HINGED ROOF DETAIL
a9w or VAli m um ROOF Rm
9DPP1tG PmTm TO Sa-W Posm Is
Awmx n 1/r.
w "Na Roar mm sYrlE]IAlar Km
APART. UXAlE URM POKM WM 3r OF
00 DF ROOF S7:C11Cfl, AND AIOD UFWG OM
2 FEET ff A SAUCE a IK RM RAIL
HINGED ROOF IN SHIPPING POSITION
HKW KW PAST 10 RUE K^
6 SPF j FDQD IO n POST TOP RAT.
•mox�rom a ut3-iexr
am
HINGED ROOF IN SET—UP POSITION
REF. CALC. PG. C-RF- 223.0 - 223.6
APPROVED BY
T fI11E RAVE KOF SECIM IN M RAID POff= BFo1E Sw16M HZ D
KNG POm Km POSDpL
Abb
Revised
Jun 06,2006
AINC.
�r� John C. Do, Pk-
K2 Enring, Inc
FFDFRAI YANIIFACTINFD HDYF
CON57RUCTION AND SAFETY 57MDMDS
JACOBSEN HOMES
NOTIM
um > cuI� A�
MAIN ��
O.A.o.a.
os—oz—os
RU. Lank
OWE]NC
P.a BOX 30
PIIO IUMY. ADD
MAC Or � MUWACRMC
9A71 YAlmu Ali flOAam A S
U. MIM 1
HINGED ROOF DETAIL
A
SAFETY HARBOR, FLORIDA 34695
Amml FM 96tlIG WOO NO W9 K.
ORAVING RIAM
PHONE (613) 726-1136
WT 039MOM MW 9W HIM WM
AD—HR-0002
13
HINGED ROOF DETAIL
UNOERLAYMENT TO BE CLUED 3' MIN.
OH BOTH SECTIONS OF FWCE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AND -
AND A MIN. 4 t1r WIDTH OF ROOFNG CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTKIN.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
• I
I
W
ATTACH 2 X 6 X 8' BLOCK BEHNO 2 X 6 -
OVERHANC FASCIA BOARDS AND SECl1RE NTH
3-15 X r WOOD SCIM EACH SIDE OF GAP,
T
APPROVED BY
Revised
Nov 30,2006 14 INC.
FEDERAL MDXUFAMRED ROME
CDNSTRUMON AND SAFETY STANDARDS
WIND20NE 11
(110 MPH)
ALL EXPOSURES
NOTES: W,*9 ( AWKYYAL: UAM A►YKUYAU
1. BRACE RAISED ROff SECTXN IN THE RPM P0910 BFOIB SWWGING HINGED
KING POSTS INTO P061110IL 0
IIIilir od John C. DOOM P.
K2 EnPWMO#
NOTICE DRAIM or. DATE REV. Lnm
JACOBSEN HOMES ram 6PEOFrAws AID www w D.T. 10-02-06
CR=UL NWREM- Aw a WMMw DRAWMIC 11TLE: .
. MAIE44U ar .WCOW VANWACU NG
PAL eox 36e W- a, "Imm AwE "mom TD m HINGED R DETAIL
HPHOSAFETY
ME(d ) 7261D1 5 695 Raow o'mLL=A MW m W DA K AD-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN .
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
ONE-PIECE SHINGLE
CONTINUE 15# FELT TO ROOF PEAK —� UNDERLAYMENT
gus
F:r
. . . . . . . . . . . . .
.................. 2• MIN. OVERLAP (TYP.) CDr---I n
r—� .. .. . . . . .. f=
I I i l i I W
6' MIN. TAR AS SHOWN
.(APPLIED ON SITE)
' I SEE NOTE #3: s
..........
3' MW. ..'.'.'. .'.
'AI ',A.
SEE DETAIL ..... �
�— cc
I � I � I � I I � I � I i l� l •
r�
r I I I i l; i 1 �� I ! I! I •
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH-6 STAPLES (1" X 3/4- X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE UFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15 j FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
2 FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TD HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) • 0
3. EXTEND THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MN• OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-ODD1 (WITH SPECIFIC END PANEL LAYOUT,
AD-HR-000Z AD-HR-OM, AND AD-HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
Af#PROVED BY
INC.
MANUFACTURED HOME
CTION AND SAFETY STANDARUS
NOTICL DRAWN BY: DATE REV. LEC1E1�
JACOBSEN HOMES WEN 5 ,M MW DMWM ARE M.T. s-2o-o3
MU. PRIPWMff, " OXMENW DRAYIING TIT1E: SHINGLE AND UNDERLAYMENT
AI
MA700ALS OF y100B6i11 MMIIrFACrlrlrNS APPLICATION ON HINGED SECTION
_P.O. BOX 368 Ot S1aI MAIEWa AIE PROYM D 101E
FHONHEE((8 3) 726- 1384695 Wl xN = nrWK DRAWING NUYBER AD-HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH 18 X 4' SCREWS,
6-1/2" O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 1/16 X 1 1/2 X 16 GA.
STAPLES INTO EACH 18' O.C. �I RAFTER AND
3 1/2" O.C. MAX, INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NDSO1 u
NOTES:
I. SEE AD-M-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHNGI.ES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
Cam' CRC - 167.01 - 167.02
-a&to6`--
John 0. uos;rri, F.E.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L.
WIA APPROVAL
APPROVED BY
nIRevised
Jun 09,2006
NC.
FEDEAiII MMNIFACiUNEO N(NAE
CONSTRUCTN]N •w0 LFETY SfFulO:ADS
JACOBSEN HOMES
None
TF[T�L M'E�lfanows
DRAWN UT.
O.A.
OATC
06-06-06
REV, FETTER:
Mig
P.O. Box 366
AM auwores IeE
MGM. PUPRITART. MD Eb1FDWIM
°Amms or "�I mxA rAcwR /6
DRAWHG ITM
PEAK INSTALLATION DETAILS
A
TNc MIDI VATTDEU ARE M%M TO TTTE
bm
SAFELY HARBORS FLORIDA 34695
PHONE (727) 726-1138
KOP01 /DR MEDIC R ro= AND Mat K
Ivr cormonK ANo sr= Fw m OnEn
DRANYTG NU►6ER
AD—HR-0006
16
SHINGLE ZUNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE TOP COURSES) OF SHINGLES TO
6 FASTENER METHOD) AND CAP INSTALLED
OVERLAP PEAK AS SHOWN.
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
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
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES:
INSTALL TOP 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.
ROVED BY
AUG
INC.
F6ACTURm 1NOAIF
NIANDSAFETY6%WA=
NOnCF. DRAIN BY: IA REV. LEM.
IX
JACOBSEN HOMES IKSE 9(IMWG IM �� AK M.T. 7-28-04
(MMAL PRWKTART. MID CMIMITIAL ORAWVG TITLE: _
NoP.O. BOX 368 MATEIMS OF JACOM HA FfACTIJIM SHNGI.E/UNDERLAYMENT INSTALLATION
SAFETY HARBOR, FLORIDA 34695 RECMI MY WIM Rli'W NO MKT BE DRAM, NUMBER;
PHONE (727) 726-1138 IVY LEI WTK NO XCIIET FM ONK AD-HR-0007
7
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
a
FASTEN TO FLOOR FRAWNG
ME ER W/ STAPLE OR NAL
NOTES:
1. PIPE CLEANER AND GLUE SHALL ALSO BE
BY THE MANUFACTURER FOR PLUMBING Cl
2. 48" O.C. MAX. SUPPORT SPACING.
BAMG STRAP ", PED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG.
n
ME OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
I OUTLET. MERE TARS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
OOT'MAY BE USED WHEN A FULL SIZE CIEANOUT IS INSTALLED AT M UPPER END.
VIEW OF DRAIN PIPING
LIED
T10NS. .
IN INC.
JACOBSEN HOMES 4f5E 5P£U1GNOTIFCE ORAfI11IS ARE. UNANN CT. R.R. PART: 7-17-97 ,�.. 1`IILA;
miteCiIIGIAt F'R01'f[1AR'f, ANo oa.oavi ORAk1iC nne
YAR1aAl5 OF .MQ[H,�pl YAYIiA1:lURfQ O
�� P.O. eex 36e :i �„ Y,,,�„� �, m w ar PLUMBING SUPPORT
SAFETY HARBOR. FLORIDA 34695 R[t/IDN RR VJM lY1fM AIO ■= RE DRABNG HtMUE
PHONE (813) 726-1138 an cmnxNm wo soles mv am AD—PL-0001
r
18
-IV
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITED PITCHED ROOF INSTALLATION
(INCLUDINGi SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
12
4 1—
MAX. ROOF SLOPE
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WADE SEE
AD-PR-7002
REMOVE ALL FACTORY INSTALLED -
POLYVINYL BEFORE INSTALLING THE
ON SITE PITCHED ROOF RAFTERS
REF. PG. IW-07-0011
FOR FASTENING
NOTES:
TYP I
WITF
C
FOR ATTACHMENT OF ALL VENTING (INCLUDES
EXHAUST & ROOF). SOLAR TUBES AND PLUMBING
VENTS SEE AD-PR-7007 & 7009.
FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ROOFING DETAILS SEE
E AD-PR-7008
SHIP THIS SEC. LOOSE _SE
(SITE INSTALLED) '
---------- -- ` --
FOR OVERHANGS
SEE AD-PR-7003.
-FACT Y�INhS�TALLE aSECTNRAFTERS
- FOR ROOF VENTING BOTH FACTORY
AND ON SITE SEE AD-PR-7005 & 7006
SECTION OF TRIPLE WIDE
AL TRIPLE WIDE HOME
DAPIA APPROVAL'
APPROVED BY
I "o Revised
Oct 25,2007 rl 04 INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
T
sT{wmAmDRAWn
DRAWN BY:
O.A.
DATE
10-24-07
REV. LETTER:
,
Mon
ORIGNAL.
MATERIALS
PROPRIETARY, AND CMRD NTUIL
OF JACOM MAKFACTURac
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
P.O. BOX 368
W-
Sla MATERIALS ARE PWMM TD TT#
SAFETY HARBOR, FLORIDA M95
PHONE (727) 726-1138
RLMUT
WTICO0WITML
FOR SPEOFTC gIIPM AND W9 BE
AFD SECIV FROM OTHERS.
DRAWING NUMBER:
AD-PR-7001
-ft
ROOF • TO ROOF ATTACHMENT
SECURE STE CKING r SITE INSTALLED 7/16' MIN. ROOF
WITH 7/16- I151/2X 6 G STAPLES DECKING SECURED WITH 7/16- X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE 11
11- MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING STE INSTALLED RAFTER TOALIGN WITH FACTORY INSTA LED
RAFTER BELOW.
00jol"- -/ I
SEE NOTE 12
18' MIN.
MAY RIDGE BNOTE /4)S lk IDECKING Wq
CROSS-SECTION
FACTORY INSTALLED RAFTER
(CENTER SECTION)
• 1RNDzoNE'rI
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044 10 PSF D.L.
NDS01 REF' `AM C-Fsa - 88.01
NOTES: E1KKU APPROVAL• DAM APPROVAL,
1. SECURE EACH 16' O.C. RAPIER TO RAIL BELOW WITH
2-110 X 4 1/2- SCREWS AT EACH RAFTER END. SITE APPROVED BY
NSTAU10 PITCHED RAFTER TO ALM WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4- PENETRATION WIN.) Jun 09,2006
2. ATTACH HATE LINE RAFTER RALS (OR RIDGE BEAMS) WITH
110 X 4 1/2' SCREWS 9. O.C. MAX. SPACING. 16
I SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. .7ohn C.06den. f!C. FEDER"MARucacru INC'
K2 Engkmar". Inc. CORSIRUCTIOR AM SOM STANDARDS
JAC OBSEN HOMES mu spfcnCXTJ A240=M CRAW= ARE °RA`N By. O.A. DA1� 06-02-06
AwnwL PRO -Ma ". am OsnodNa MAMIG IRE n
wwms of A% R um rwn ac
P.O.MIND Box 36e vc ma MUMS AR PRIom TO � ROOF TO ROOF ATTACHMENT
SAFETY HARBOR. FLORIDA 54695 !t W FLt MUC NOPOK3 +N V= VE DRAWNG MAKIL
DONE (727) 726-1138 fm apfleml. no IMF RIW opm AD-PR-7002
21 •
RAFTER TOP
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. !' CONSTR. RAFTERS
2 X 6 OUILOOKER
19 O.C. MAX. BETWEEN OUTLOOKERS
/V p
1Q Oc lhr
2,X 6 OVERHANG FASCIA
IS TRUSS INSTALLED ON SITE
Df CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OUIIMER J
STAPLES N. (OR MIN.(3)131 2X- 3'1NAILS (SHIPPED
(TYPICAL AT ALL CENTER BRACES)
SINME
REO'D
3Fr.�
19 0
A/q C
48' 0
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
IN. (3) .131' X 3' NAILS
FROM NAILING BLOC( INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOC(
2 X 6 OUTLOOKER
W O.C. MAX. BETWEEN OUTLOOKERS
OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT
SEE CiART FOR FASTENING
OUILOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131" X 3'
NAILS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES IV O.C.
MA1aMUM INTO TOP k BOTTOM
CHORDS ONLY.
�— 2 X 6 OVERHANG FASCIA
ZONE ASSEMBLY NOTE:
!LED FOR SITE INSTALLATION) OU1LooICERS TO BE SECLW 1D EAeil
1RUSS OF X DWRE TRUSSES lOCi110
N THE MOVE PER FASTDO CHART.
`EXTRA TRUSS MAY BE
PLACED ON Ell SIDE
NDS01 p
ONLY
OF
NOTES:
I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION 70 BE DOUSED.
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:
OUAMM
PEWMAIM
J31 PD NAIL
5
1 1/2'
15 GA. STAPLE
8
1'
#8 SCREM
2
1' (INCL TLP)
OUIDM FASIFIEBS MAY BE IWALIED VANDZONE 111
FROM 70P CHORD OM F PEIEWI M ALL EXPOSURES
5 MAINTAMD, (110 MPH)
20 PSF ROOF
10 PSF D.L.
RE`'`ALCS' C-RC-197.01-197.02
D=EM APPROVAL: DARA APPRWAL•
APPROVED BY
ON AiN
Feb 05,2008
7
.John C. Doe n, P.�. FEDERAL XANUCnON AN REDSAFE HOPE
CONSTRUC(lON AND SAFETY STANDARDS
K2 Englnac;ir►g; Inc.
JACOBSEN HOMES
P.O. Box 368
s PHONE (7ZO 7TY HARBOR. 26 1138 695
UESESPECfICA1�10mAND W1AtrlmAm
AT COt tOFNtbIL
Yd1EAlA15 OF JACMX YAMFACTURN6
M sal Y„� ME s w K
WT �m ,e Sm ON cam
DRAW BY;
O.A.
DATE
1-29-08•
REV. LETIM
DRAWING MM-
END ZONE RAPIER OVERHANG ASSEMBLY
LOUPRDPRETAWY,
DRAw>kc >n t AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
TRIPLE WIDE CENTER SECTION PI AK — —
SITE INSTALLED DECKING ON PITOO NO BLOCKING REQUIRED
TRUSS SECTION & REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECIONS (2 FULL
ROWS OF SHEATHING) SEAMS BETKEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE
L L-,�_
SITE INSTALLED PITCHED TRUSSES
__T
PER SHEATHING REQUIREMENT �MANUF. INSTALLED DECKING TO HERE
WIDTH
APA RATED ROOF DECKING
(OR EQUAL)
APPROVAL:
R
I
Is
W IND20NE BI
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
1. 1/6' MAXIMUM GAP AND 1/lV MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO 8E 7/16' APA RATED ROOF (24/0 1i't Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John G. 0,31 "• �•�. oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE I (� I .
SAME DECKING PATTERN. FEDEM MANUFACTURED NONE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUCION AND SAFETY STANDARDS
GA. STAPLES AT 3' O C EDGES AND FlELD
taw, BY., DAM
JACOBSEN HOMES 1m � AM � fl a Ta-24-Q�
dooms. PRaPKM. NO caNRo�N X DiWWM n11� /1
P.O. BOX 3m W. sm ,u�� „� ��� ON SITE PITCHED ROOF DECKING INST,
sArrtPHOW (27) FLORIDA11� ss WT ro c � OTIM oRAwNc M AD-PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SE AD-PR-7006 FOR QUANTITIES)
/SITE
INSTALLED ER
SECTIONOFROOF
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
'LAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP, ROOF INSULATION J /
CEILI IIG PANEL-/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
CTION
NOTES:
DAPIA APPROVAL:
APPROVED BY
Revised
ON A
Oct 25,2007
INS.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
❑
❑
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
Tx SIEC�� AM DR VMGS„TM ICE
ORMAL. FROaraETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANOFAC1URBiC
INC. SUCH MANRALS ARE PRO► M TO
RECIPIENT FOR SPEOM PO FOZ AND MW BE
KEPT CONROINTIAL AM SECRET M DIM
MAN BY.
O.A.
DATE:
10-24-07
REV. LETTER
n
'f-�`
DRAWING SITE INSTALLED PITCHED ROOF VENTS TITLE:
❑„
❑
DRAWING NUMBER.
AD-PR-7005
24
ROOF VENTING
0
z
W
MARRIAGE WALLS
TYP. IOO 50. R COTOU75 FOR
VDITAADON Or ROOF SECTION
r- (SEE OMI FOR RTOIAREMENTS)
100 SO. IN CUTOUT VENT HOLES
R N
SECTION
EQUIRED 1N FLAT
ROOF
I I . MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
K i MARRIAGE WALLS
LOW VENT
of LOW VENT
-jIr-
I r •50 SO IN VENTS REQUIRED
I `3 MOi VENT IN SITE INS7 AI! rD TRUSS SECTION
O a •
�) - - - - - - - - - - - - - - - - - - -
I \-CENTER LINE OF CENTER SECDON
Irvin I mom Incm
"m IDa:
tow MR
10 31•-.r
MOY
IOC
31- 10 4{-
1
MOIC
45'-w A 67-{
I
I EA S K
67 ID Bf-
3
2 IA SK
.M AMIKII A OKOVANG WMIS
IIL;r
a-T
SI I i'_�I TYP. SO SO. IK ROOF VENTS LOW VENT
LOW VENT (SEE CHART FOR REOUIREMENTS)
� MARRIAGE WALLS
I
i
I
I SITE INSTALLED CENTER SECTION OF ROOF.
I
J
3
z
W
J
0
z
W
A
go]
DAM APPROVAL'
NOTES:
AF
PROVED BY
im, 14 ?
INC.
rD
'
HOME
FROWN AND SAFETY STANDARDS
coNS
JACOBSEN HOMES
NOTICE
INS skE>�� Aso moNo "'�
DRAWN BY:
R.R.
DATE REV.�LETTER:
01-22-04
000NAL PRN'RCIARY, Ale COI/1DOITYII
MANAL5 OF ANC0°SN WMFAC11RM
1O
DRAWING UTLE:
ROOF VENTING
�-
_
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
pit RXH YA100ALS AK PRW0 TO LC
Mope" /01 S1uM PAPW MO 051 K
DRAW" NI BEE:
AD-PR-70M
PHONE (727) 726-1138
KEPT ODIIDOIIIAL NO SMT IIIDII UKK
i
11
PITCHED ROOF EXTENDED VENTS
11
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A')
SITE INSTALLED VENT CAP
SITE INSTALLED CENTER
,SECTION OF ROOF
"-- EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
—FLEX DUCT (FACTORY�i INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
F
VENT LAf
(OR SOLAR
:XHAUST DUCT SPLIT
1ND FASTENED TO ROOT
IECKING OR BACKER
PITH MIN. 4- 81) NAILS
4 LIEU OF FASTENING
IUCT TO VENT CAP.
SITE INSTALLED FLEX
-SHEET METAL �I
SCREW IN
FLEX DUCT (FACTORY INSTALLE
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'
MOTES.
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 HOUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
5 SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE. I.
CEILING PANEL
SITE INSTALLED
PLUMBING VENT PIPE
/(El(SEE
ND 3- ABOVE ROOF)
DETAIL 'B')
MARRIAGE WALLS
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
*.'O-�(SITE INSTALLED)
VENT PIPE
0_w-(FACTORY INSTALLED)
DETAIL ' B'
DAM APPROVAL•
APP�OVED BY
r4MNuF4CT
Jul IINC.
FEDERAL D HOME
rnNSTRU T10N AND SAFETY STANDARDS
NOTICE DRANK BY. DALE REV. LETTER:
JACOBSEN HOMES T� ���NOMA.�s R.R. Ot-23-04
:XII'MlPNoa+�EURr, rwD opsOENtuL DRAWING TITLE _
„ P.O. BOX 368 W or N YMq= 10 TK PITCHED ROOF` EXTENDED VENTS
Twc stroi W$AutS w+E PaOVBED l0 n[
SAFETY HARBOR. FLORIDA 34695 BCOPOH r0l SQEonc now NO MST BE DRAWING NI ABER:
PHONE (727) 726-1138 lVI CONFlIDENIK no.SMT FROM 00M AD-PR-7007
26
n
SITE INSTALLED SHINGLE AND UNDERLAYMENT
RELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT VATH A 6' MIN,
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 150 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN, 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENOLAP SEMIS. PERIMETER OF ROOF.
I f
r r— -1 r -1 r - r -1 FlELD INSTALLED ROOF SHEATHING (TYP.) !`>;
i 1 1 i 1 i l i I i l I
M 6' WIDTH OF ROOF CEMENT WHEN �
OPTIONAL 15f FELT IS INSTALLED. VS
I
-
I
OPTIONAL LAYER OF 151 FELT
IP
t`
11 I I I I t 1 i 1 l 1 J- -1
� I
r-
�
ONE-PIECE SH NGIE /
11PI0ERII1Y11fM
ROOF SHEA NING (TYP.)
THIS ROW OF SHINGLES M BE FIELD 64STAU ED 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.
1/z• yr
TO TO
3' 3'
i'
h
FASTENING DETAIL VANOZONE IN
(110 MPH)
ALL EXPOSURES
NOTES: ENIGYEER APPROVAL- DAPIA APPROVAL
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPUED Oct 29,2007
ARE JUST TO HOLD FELT 1N PLACE UNTIL SHINGLES ARE INSTALLED.) joh� (,�, rr-.d3 y, INC
9:I�{CivSii'H InG. EDERAL MANUFACTURED HOME
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 ETT g NSTRUC110N AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPUCATIONS ARE NOT COVERED.
JACOBSEN HOMES NOTICE ��
THIN SPECi1t AMIS AM MAU= ARE O.A.0-24-07 A
ORIOMPL. PRaPf� WC AN WIFiDWK DRAWING MLE: P.O. EiOX 366 MAIMMS OF IACOBS:NN HAWACRM SIZE DWALLED SHINGLE ANO UtHOETiLArm0T
�e SDw W&MUS la PRO m To TIE
SAFEPOFLORIDA XM I NKDRAWINGNUMBER:NE(813)2�RWK AMW� AD-PR-7008
97
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE !AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
� I
cc
N-
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE V
ROOF FLASHING.
AW X 1' MINIMUM ROOFING NAILS
P
OR .113* X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF-
ING MASTIC (TAR).
V
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS tl
SECURED WITH AN APPROVED CAULK). p
G
TUBE SUPPLIED BY
SOLAR TUBE MAN. p
f
h
NOTES Y
DARA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X 1" X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
jUN
'ITP INC.
FEDE
AL MANUFACTUREDHOME
CON
RUCTIDNAND SAFETY STAWARDS
JACOBSEN HOMES
NOTICE
TWxSKOrKATIONS"o"WNMW
DRAW BY.
M.T.
DATE.
02-04-04
REV. LETTER
DR WNC TITLE:
011O L,IPRWKIART, AIO CorMIM
,� P.O. BOX 368
; �1 � TLMW
Tom. FLASHING INSTALLATION
DRAWING NUMBER -
AD-PR-7009
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-113B
REGMI T,Ot -7W ROM NO MST K
KM LptIOq uq AIO SECRET "W 011M
28
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
a VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOYENS %HEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WItE-1 ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL 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 MMIUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS-MENEIER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 1 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
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 THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND 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 REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN SIRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO VHDi IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETALS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQIUtED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE-DOW11S AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG P,EQUiREVENTS. ALL BLOCK.NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES ENGINEER I� O TRh��i DAPIA APPROVAL
� VF ROVED BY
THESE NOTES AND DETAILS ARE APPLICABLE = . Q' No. O
FOR WIND ZONE II AND/OR WIND ZONE III. THEY - Ef�lESi03571 jM 1510
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .� INC,
AND EXPOSURE W. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
JACOBSEN HOMES
NOTICE 11"",n
THESE SPEWCATwNS AND DRANINGS ARE
nnii 1 C.L.Y.
DATE. 5-19-95
REV. LETTER.
ORIPNA� PROPRIETARY. AND CDNnDENU&
1
DRAWING 111LF
TD-GENERAL NOTES
P.O. BOX 368
UAIiR11- OF JACOMN YAMffAClM?;G
W.aroi MATERIALS ARE PROWDED TO THE
,H`
DRAINING NUMBER?:
AD-TD-0001
SLEETY HARBOR, FLORIDA 3a695
PHONE (013) 726-1138
REOPENT TOR SPECEY PllmsEs NO WS7 BE
KEPT COWMnAL No SEOV TRW 0111M
29
ADDENDUM
NORMAL4 TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
WIND ZONE II WIND ZONE III
MIN. ANCHOR r Y.N. OIY. ANCHOR YIN:171Y� FLOOR EA. END OF ANGLE EA. ANUWIDTH EA. SECTION YIN. a EA UK e
40� 20'-0' 2 36' 2 45
24'-0' 2 46' 2 60
25'-4' 2 50' 3 38
26'-8' F. 2 54' 3 41
VERTICAL TIE-DOWiN / FRAME TIE -DOWN SPACING TABLE
MIN MAX WIND ZONE II WIND ZONE III
FLOOR EAVE SPACING DEL ANGLE SPACINGDEL HEAD D8L HEAD ANCHOR ANGLE }MOTH OVERHANG LOAD LOAD
20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50'
24'-O' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50'
25'-4' 12' 8'4 31501 40'-50' 6'-8' 31501 40'-50'
26'-8' 12' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50'
N LONGITUDINAL TIE -DOWN SPACING TABLE
I
G MIN. WIND ZONE II WIND ZONE III
FLOOR Yu1 Dn ANCHOR YIN. OTT. ANCHOR
EA END CF ANGLE EA END OF ANGLE
VADTH EA. SECTION YIN. a EA SECTION YIN. e
��O 24'-0' 2 50' 2 68
f 24'-0' 2 70' 3 50'
I 25'-4' 3 45' 3 60'
u
26'-8' 3 45' 3 60'
VERTICAL TIE -DOS / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. (WIND ZONE II WIND ZONE H1
FLOOR EAVE SPACING � DBHEAD ANCHOR ANGLE SPAONG DBL READ ANCHOR ANGLE
LOAD
WDTH OVERHANG p LOAD
20'—O' 12' S'-4' 31501 40'-45' 4'-0' 31501 40'-50'
12' 5•-4' 3150Q 40'-50' 4'-0' 3150# 40'-50'
c4 —0' 3150# 40'-50'
3150 40'-50' 4'-0'
25'-4' 12' 5 4 3150 40'-50'
3150 40'-50' ,,,1 ttunll '-0' #
26'-8' 12' S'-4' �
N' ENGINEER �i�� DAF1A APPROVAL•
NOTES: �i
1. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. �� �� • Q� No. FO'2 �i APPROVED BYE
2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS _ ENE8 � 1 g 10
TABULATED ABOVE. j
9'• �� OF :�� INC
p • O '•• FIDE �+mrAnu+�w+E
'r O I A+ • G\��.�� wsuucra wo vxn swo a
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NOTICE 1C:ilN�1D DATE REV. LETTER:
I�NESE sPEmnaHONs AND DRA'MNGS ARE C.L.Y. 5-30-95
A�µALSP COBgN u� CA i�Ni1NG DRArANG nTTF NORM. SPACING TABLES
k SUCH MATERALS ARE PROK D 10 THE
t[OMT FOR sPECT1C RFtP M 00 WST BE DRAVANG NUMBER:
6T COf670C11TA NO SECFTT MOM DTHaTs. AD-TD-0010
8
30
-114
ADDENDUM����s
ALTERNATE TIE—DOWNI SPACING TABLES
ZONE II & III/EXP. C
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN,
VEND ZONE 0
WIND ZONE I
FLOOR
WL an
EA Flo
ANCHOR
ma
HL O>Y
Ell of
ANCHOR
WDiH
� seeTHDN
Hol B
u socuoN
SEC
K
NIY. e
23'-4'
2
54'
3
40'
�O
24'-0'
2
54
3
40'
25'4
2
60'
3
44'
26'-8'
3
38'
3
48'
3
4T
4
41'
(SEE NOTE E4 FOR ANCHOR ANGLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
LIAR.
WIND ZONE II
WMdD ZONE BI
swm
um
ANom ANGLE
SPAM
HEM
�Lo
ANCLOt AIfxE
H
WIDT
EAYE
OVERHANG
12'
5'4
3150E
40-45'
5-4'
3150E
3T-40'
12,
6-4'
3150E
40'-45'
6-4'
31501
35-40'
25-4'
12,
54
3150E
40'-45'
T_r
3150f
26'-8'
12'
54
3150E
40'-45
64'
3150E
351—C
30'-8'
12'
S4
315W
W-45'
5'4
3150E
36'-40'
(SEE NOTE E4 FOR ANCHOR ANGLES)
ee,��lllllltt/sP�, .
DpF� o
C.GE
'• No 45484
-�
STA
0 O '. �: gym` REF. CALC.
C-TD-215.01-215.20
�pNA�
fall 1oeio �E�°°°.
NOTE&
ENGREDi APPROVAL
DAPUI APPROVAL:
1. SEE AD-TD-MM FOR ADOIDOHAL REMSOM
APPROVED BY
2. SEE AD-1D-Cmu FOR YAIOIARI PER HM73 REAM FOR THE. LOADS
TABRATM AM
Jun 16,2009
INAINC.
TE--OOWNi DESM ON THIS PAGE APPLICABLE TD DOUBLE TES ONLY.
4. WHEN ANCHOR AKG E SHOWN IN THE CHART ABONE CANNOT BE ACHIEWA
FEDERE
CONST L NIAON MOONED ST
oDNsrnumoN AND SAFETY STANDAA05
INSTALLED AN APPROVED STARGER PLATE
JACOBSEN HOMES
am Am
DRAM BY.
M.-T.
OATS
os—o4—os
REiI. lEl I[7t
DRAWIc '"kTERNATE SPACING TABLES
OUML. PROPRD:TW MD CMFMOM
NAIEwIALS Or .LACOM UANGFAO MS
—'
P.O. Box 388
SAFETY HARBOR, FLORIDA 34M
PHONE (813) 726-1138
W. SIaR MIQOALB AK PFAW TO ILE
RR 07 RR MM WIF= AN) RAIST K
IVT CNE MRAL = MET FROZE OLIFAS
DRANNG NMER:
AD—M-0010.1
31
ADDENDUM
TIE DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
YAX PER AD-TD-WO TAKE PER AD-TD-0010 TAB.E PER AD-M-0010 TABLE PER AD-M-0010 TABLE . PER AD-M-0010 TALE MAX.
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE -DORM EMOD
TYPICAL CROSS SECTION I I177
III
SHOWING TIEDOWNS TM� FLaaR TIP.
SEE NOTE 5 FOR
YAMM HWT
MOM ANGLE ANCHOR MU —4'W
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN RA gp
NOTES: EWNEER`. AE. CO£O�i''�AtMEy� BY
1. SEE AD-TD-0010 FOR SPACING TABLES 0�•�G�ST
2. SEE AD-TD-ODIO FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. Q N�' rl 1'
3. SEE OTHER DETAILS FOR BLOCMNG (PIER) QUANTITY AND OTHER RE _ ENE8703571 INC
4. SEE AD-TD-0001 FOR ADDITIONAL REOUiiEYENTS. - 1
5. ZONE 2/E1FOSURE V: 60' 11AXMUM HEIGHT
ZONE 2/EXPOSURE V: 44' MA)WU HIM g P`: •
ZONE 3/EXPOSURE V- 40' MUM HEIGHT %�i�Oit�•'• p A�! '•���`�REF. CALCS:
ZONE 3/EXPOSURE V: 36' MAXIM HMT ''��i�Fss�O • . • • • • E� �����`
N017CE OlA1pl1 DATE REV. LETTER:
JACOBSEN HOMES -� cE1a►mos AND oRAWM ARE C.L.Y. 3-27-95
otBONAI. PROPIEETARY, AND caanET+mu. DRAWNG nTIE:
MATEAIAES OF JACOBSEN MANU XRfitNC FIGURES 1.0 AND 1.1
P.O. BOX 368 NG Ra MATERIALS ARE PROVM TO THE
SAFETY HARBOR, FLORIDA 34695 R[ FM FOR SPECi1C PUiPO33 AND WST BE DRAWING NUMBER
r;1-q1pmAv PHONE IB131 726-1138 ZI CORDETIM AND SECIEi FROM OTHERS AD-TD-0011
M
P 32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION I
SHOWING TIEDONMS TM� RAOR
TI
mmm ANGIE (SEE NOTE 18) MOM ANH (SEE NOTE P)
FIGURE 1.1
(DESIGN BASED ON 9511f I -BEAT! WIMIS AND 96' HIM MALLS)
• °°e°ei�eC i ID
etc l'�oi
E IV
w�.r�� i W'
- • �,
mI • • �
��c®ems • o Fl ,• v v; ���®�
8
SE NOTE 5 FM
MAWAIY my
1. SEE AD-7O-0010.1 FOR SPACING TAMES.
APPROVED
ON
BY
2. SEE AD-1D-0010.1 FOR (ILIM Y OF LONOMMK ' E-DOVTN STRAPS REONARED .
ISEE OTHER DETAILS FOR •BIAPJONG (PIER) CUANIITY AND OTHER REWREIIETl15
IN 16,20D9
INC.
4. SEE �•�— �M�� ��"
FEDERAL
I
AKEFACGLiED
MORE
5. ZONE 2JENO�IRE 'C: 67• uA1lRllal IO7dIT
CONSTROCRON AND SARTY STANDARDS
ZONE 3AFOSLNRE V.- 5r MUM HEIGHT
6. 00 ANCHOR ANGLE SHOW ON AD-1D-0010.1 CANNOT 1E A(HEVED,
REF. CALfSc
INSTALL AN APPROVED STAMM PLATE.
GTD- 215.01 - 215.20
JACOBSEN HOMES HOTIC& ""A"" lir. DAll ICT: LLIMM
TKME SPFIgFICAT46 AND DRAWN ARE M.T.06-04-09
UMNAL. FROPRIUARY, AD CORIDENUAL DRAWNG TITLE:
P.O. Box 368 NAB or Meow MANDFAmms FIGURES 1.0 AND 1.1
W. SM NAMMS Aff PR0 = TO TIE
SAFEiI' IIA�OR, FLORIDA U695 mvw FIR ffm mmas AID HOST E DRAWNG N1fa1 mIN h
PHONE (813) 726-1138 KEPT CCIO WX. = MW F4011 o00K AD-TD-0011.1
4R
ADDENDUM�s
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
G
LONGITUDINAL TIE -DOWN SPACING TABLE
�I
�4
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
WIN.OTY.
END OF
EA. SECTION
EA.
ANCHOR
ANGLE
YIN. B
MIN.OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
YIN. B
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
1'' G
6
Y
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL. HEAD
LOAD
ANCHOR ANGLE
SPACING
DOL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
5'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
1 6'
8'-0'
q 31501
40'-50'
6'-8'
3150#
40'-50'
A
V
LONGITUDINAL TIE -DOWN SPACING TABLE
p
(� G
0 U �
MIN.
FLOOR
WIDTHOWIDTHEA.
WIND ZONE II
HIND ZONE III .
A, END .
EA. END OF
SECTSSECTSWIN.
ANCHOR
ANGLE
A
A. END .
EA. END
EA. SECTION
ANCHOR
ANGLE
YIN. B
12'-0'
2
64'
3
47*
12'-0'
3
31'
4
33'
�1
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
r
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
'WIND ZONE II
H1ND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'—D'
6'
54
j, 31501
40'-45'
4'-0'
31501
40'-50'
13'-4'
6.
5'-4'
d 31508
40'-50'
4'-0'
31501
40'-50'
II
NOTES
1. SEE AD-m-000t FOR ADDITIONAL REOUREMENTS
2. SEE AD-TO-0013 FOR UAIODUU PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWAII NOT FRONT
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS WITH
I -BEAU SPACING. 96' YAXIUlLW SIDEWALL HE)GHT AND 6' MAXIMUM
OVERHANG (6' OVETit1AItG MAX EACH SIDE OF UNIT).
OR REAR.
95 I/2'
SIDE
ENQNEE O �•'/A
�`�O? ��� S T E,q' �F ''.,
No. FO• .2
ENE8703571 =
* '
' STAT'= F
�.
y 0 � � ,• ��`�
',w`�; '•.AIO
DAPIA APPROVAL'
APPROVED BY
JILT I T 5
ON A INC
E9sTtic+Dl AND Wft SWAY=
JACOBSEN HOMES
P.O. BOX368
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
TASE
014
MATI3CALSOF
REMM
IVT
NOTICE: 'JtJt1 II
SPEOr,CATIONS AND MWINGS �
AL. PROMETARY, AND ODNFDDITIAL
JACOBSEN MAWFACTURING
w_ SAW YATERAJLS ARE PROVIDED TO THE
FOR S'I' X RPFaYS AND MJSI BE
EarDE RAL Ara SEov TRa onm
II11`�"¢ C.L.Y.
DATE:
5-30-95
REV. LETTER:
A
DRAVANG TITLE:
NORM. SPACING TABLES
DRAMNG NUMBER:
AD—TD-0012
34
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FIGURE 2.0 FOR ILTERNITE M-DOWN iMD
ANLTE ANME
FIGURE 1.3
SEE FIGURE 7.0 FOR ILTERNITE TIE-DDIN ZMD
SEE NOTE 5 IM
11NN HM
NOTES:- ENG l%,.bW0Mbitj,,DANA APPROVAL,
;��.�� C: Dp
iD GTU,� APPROVED BY
1. SEE AD--0012 FOR SPACING TABLES AND NOTES. � �
2. SEE AD-TD-OOI2 FOR OUANITY OF LONpAL RE -DOWN STRAPS REQUIRED. �0; '�G�STEq . FZ �'�
3. SEE OTHER DETAILS FOR BLOQONG (PIER) QUANTITY AND OTHER REOUREMQM � N0 •;
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREIIENTS _ EN 870357 _ ON rl `N !I
5. ZONE 2/EXPOSURE 'C': V MAMM HEIGHT
ZONE 2/EXPOSURE 'D': 48' MASKILI HEIGHT �QT.�^-, �F « �icni INC,
ZONE 3/EXPOSURE 'C': 2e MA)WIll HEIGHT ' '• : �,� " �"O A �
ZONE 3/EXPOSURE V: W MAMM HEIGHT ���it`F • / 4A,�$ •'`� `����
4� •N.•LDR qv DATE REV. LETTER:
JACOBSEN HOMES N0R7C '' o%%%% C.L.Y. 5-19-95
THESE SPENi1CATIDNS AND COMNO TKAL I
O(ZIQIAL, PROPRIETARY. AND IbNFiOtTITIAL DRAWING RTLE:
„ P.O. BOX 368 MATS OF JACOBS:N MANUFACTIIR C FIGURES 1.2 AND 1.3
W. 901 MATERIALS ARE PRM8 TO THE
SAFEPH�E(B 3) 726-FLORIDA38 695 Pw nu
DRAWWG MIYBEIt AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-0010 TABLE PER AD-TD-0010 TABLE ' PER AD-M-OG10 TABLE PER
FIGURE 2.0
TABLE ' PER AD-M-D010 TABLE WX
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
� ``,,,111,1III111111/A,,,,
NOTES ,f�Q ;STER'• cc ,L
DAPIA APPROVAL,
I. SEE AD-TD-0010 FOR SPACING TABLES �: < No. �0 APPROVED BYE
2. SEE AD-TD-0010 FOR QUANTTY OF LONQTUDIAL TIE -DOWN STRAPJREOUIRED. _ ENC8703571 _ c�
..•
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANi1TY AND OTHER REQUIREMENTS. = -
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS { INC
��: RDFlIAtYN�VACIU®N7E
c�'••'�tiDIA� •� o�luaol�osyslTsalaecta
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
P �''%``sS�O "; At E���`��•
'�llllfl 11111�`
NOi7CE: DRAWN BY:
THESE SPECIFICATIONS AND DRANINGS ARE
aNAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE
MATERIALS OF JACOBSEN MAMIFACTLIRING
W1 SUCH YATER:ALS ME PRONDED TO THE
REOMT FOR SPECFX PJIPW AIO 4UST BE DRAWING NUMI
17T COI W7L-L NO SECRET rROM OTHERS
I
DATE: REV. LETTER:
C.L.Y. 5-19-95
FIGURE 2.0 A
R AD-TD-0014
40
ADDENDUM
ALTERNATE TIE-DOIM SYSTEM(S)
ALTERNATE LONGITUDINAL TIE —DOWN INSTALLATION METHODS
TIE -DOWN STRAP
SCE OTHER Or -TAILS
FOR TIC-DONN STRAP
SPECIFICATIONS
SUJD HEADER (CROSSYEIIBER)
SIDE Y.El9
SIDE VIEW OF UAIN MY --
i
APPROVED ANCHOR %V.DED TO
MAIN 1-EEAAI (SEE OTHER DETAI:S
SEE AD-M-0200 FOR
FOR WELDING) TO BE INSTALLED
RADIUS CUP DETA:LS
AT W FACTORY.
(REOUiRED INS LOCATION).
(IIW. 31501 WGIMING (DESIGN] LOAD
AND 47251 ULTIMATE LOAD.)
GROUND ANCHOR
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OTHER INSTALLATION NOTES
SEE AD-T3-0200 FOR
RADIUS CUP DETALS
(REQUIRED THIS LOCATION).
FIG URE 2.1
FRONT VIEW CUTINTO•HEADER �
FOR STRAP ATTACK 81T.
• LIUST BE LOCATED
0 1HTNN S' OF VAIN
(FACTORY CUT)
CHASE 1-BEALL
SEE AD-M-C2D0 FOR
RADIUS CLIP DETAILS
(REOL•RED THIS LOOA MN).
5'MAX.
TIE-DOT,N STRAP
SEE OTHER DERAILS
FOR TIE -DOWN STRAP
SPECIFICATIONS.
GROUND ANGA*
SEE OTHER DETAILS FOR Slg,
ANGLE AND OTHER RSTALLATION
FIG URE 2.2
NOTES: Clj6hUB XPPOVAL• :, .,. DAP:A APPROVAL:
I. SEE AD-TD-0010 FOR SPACING TABLES-
2. SEE AD-M-0010 FOR OUANITY DF LONG17UDIAL TIE-DOMN STRAPS HEMMED.-
3- SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OrMER REOLVEMENTS
4. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS. �!r� •;r= -
ti\C OR BAMET AND ME-DOYM
DEVICES ARE CERTIFIED BY OTMS
Nomce CRAWN BY. DAic. REV. ETTER:
JACOBSEN H01�lES TrM 91EUXAZONS AND CRAWO AFL c Y 6-13-95
CRNJITJEAL. FACROART. AND CW1 ?X' DRAWING TI FIGURES i1 aC 2.2
P.O. BOX 368 YAUS OF JACWSEN YMAJfACTUEIG
SAFETY HARM. • FLORIDA 34695 EMOT roIt sEcnc P"m AW UA7 E ORAWING NUYBER:
PHCWE (813) 726-1130 wi cmroatla oz mwR n= oaias AD-TD-0015
37
LONGITUDINAL STRAP ATTACHMENT
TYPICI
TYPICAL LONGITUDINAL ANCHOR STRAP u /
(FIELD INSTALLED)
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP
2. ALL -STRAPS TO BE TYPE I. FINISH B, GRADE 1 STEEL STRAP
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERE
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STAND,
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT
1M CLAMP, NANUFACURED BY
ENGINEERING, PART It 59011
'ACTURER'S INSTRUCTIONS FOR
TE INSTALLATION DETAILS)
DAPIA APPROVAL
IRNERS A
PROVED EY
VG, 1 1/4" WE
PROFESSIONAL
15
I SPECIFICATION
EEL, AND SEALS.
! N C.
FEDE
AL MANUFACTURED HOME
CON
RUCTION AND SAFETY STANDARDS
HOMES !VL►J O ETHESE SPEDRAWN BY:CIFICATIONS AND DRAWINGS ARE
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING 1111
P.O. BOIL 368'. MATERIALS OF JACOBSEN MANOFACTUNING LON
NJACOBSEN
INC. SUCH ;MATERIALS ARE PRONCEo To THE
SAFEPHONE (Ek7) 726— 13a4695 KEPT NTmmipDTAmxANG SEEiiE'IPOSEFRom 0 STm&BE DRAWING NUI
M.T. -- --- 6-12-01
ANAL STRAP ATTACHMENT
AD- TD-0016
38
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
HAND ZONE III
MIN. oTL
EA END OF
ANCHOR
ANGLE
UN. OTY.
EA. END
man
mu
�1
FLOOR
O
WIDTH
EA. SECTION
UK a
Ell SECTION
w►L e
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4'
3
38'
3
�'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DE- HEAD
ANCHOR ANGLE
SPACING
DE HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
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"
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WAND
ZONE III
um. OR
EA. END
ANCHOR
ANGLE
UK OTY.
EA. END
ANCHOR
AN GLE
FLOOR
O
WIDTH
IO
EA. SECTION
uw. a
EA. SECTION
MIN.. e
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE.
MIN.
MAX.
WIND ZONE II
WAND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DBL HEADWIDTH
ANCHOR ANGLE
FLOOR
EAVE
OVERHANG
LOIN
LOIN
10'-O"
12'
4'-0'
3150#
40'-50'
2'-8'
3150#
40'-50'
12'-0"
12"
4'-0'
31001
40'-50'
2'-8-
31501
40'-50'
13'-4"
12'
4'-0'
3065,1
40'-50'
2'-8'
30001
40'-50'
NOTES:
ENaN iavAlo^ A A
VA Y i:D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
��.�`��
,•' G\S T ��� . �}_
�: •Q``
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
�" c� '•_
-
SEP 0 9 1
WITH THE TABLES ABOVE.
.h. ..
••
BE TIED DOWN IN ACCORDANCE WITH THE NORUAL SPACING TABLES (w-1D-0010). ;
2. SEE AD-TD-000I FOR ADDITIONAL REOUIREMENTS.
INC.
HOME
'� ^;
�O• 9�l
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
r r•'' �� FED
��, •.!Ti�1A� .• ��
'���� �+�, •• .... • '�,`` CO
RAL MANUFACTURED
STRUCTION . AND SAFET7 STAND
ABOVE
JACOBSEN HOMES
NOTICE. a
MESE SPEanCATIONS ANO DRAVWGS ARE
CKINµ. PROMETARY. AND 001111DENTJAL
R.R.
DATE' 8-27-96
��' LITTER: -
DRAWING TITLE:
P.O. BOX 368
U41DtIµS OF JACOBSEN M"FACAMIO
OFFSET SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
RE010T FOR S?EOFIC RJRPOSFS AND IR51 «
SLCRET FROM OTFERS
DRAWING NUMBER:-
AD-TD-0020
PHONE (813) 726-1138
►2PT CDWWnk NO
DS
39
ADDENDUM,
OFFSET UNIT TIE -DOWN SYSTEM
imp
PER AD-TD-0020 TABLE
OFFSET SECTION OF
PDT AD-TD-NO TABLE PER AD-TD-0010
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE —DOWN METHOD
TYP. CROSS
SHOWING
SEE NOTE 5 FOR
MAXIMUM 1TEICHT
[TABLES ON AD-TD-flD2011M APPLY
TD THESE STANDARD MULTI -WIDE SECTIONS
OF THE UNIT -SEE NOTE 1, AD-TD-Wal
TYR FLOOR S1STD1-7
PER AD-TD-ODIO
TVP.
MAIL
MON MOLE
ANGLE ANGLE
FIGURE 3.1 FIGURE 3.2
39 FIGURE 6.0 FOR ALTERNATE M—D00 RMOD pti9tlllwU imi,ALM&TE TIE —DOWN MMOD
ENGINEDAPIA APPROVAL
NOTES: .` APPROVED BY
TD 1. SEE AD—-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �� 'Q�' N0.
2. SEE AD—TD-0020 FOR OUANITY OF LONGITUDUIL TIE—DOVIN STRAPS REQUIRED. = ENE87O3rJ71 •:
(OFFSET SECTION ONLY) 16
3. SEE OTHER DETAILS FOR BLOCTQNG (PIER) QUANTITY AND OTHER REQUIREMENTS. _ i`
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 4e MAXIMUM HEIGHT 'i 0 / �� r +uw�a►�cn ►o�
• ' \ StNRW W
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.) T
•'•...... .ZONE
���� waTnA;.rluiAros�nr
ZONE 3 �OSURE 'D': 32- MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) ''�''4,S�QNAI t%%%%"
VI NO"CR DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES TNEST: SPEanCADONS AND DRAWIGS ARE C.L.Y. 5-11-95
ORIGINAL. QROPRIETARY AND CDNFR1rTITULL DRAWING TITLE'
a ; MATFRIAIs OF JACOB OT MANUFACTURING FIG. 3.0, 3.1 & 3.2
P.O. BOX 368 DTC. SUOj IlA11RIAls ARE FRONDED TO 1HE
SAFETY HARBOR, FLORIDA 34695 RECJPENr raR SPECFiC RRaGSEs AND Iasi BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT COIFDENT1AL w sEarr rRow omm AD—TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN :SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-GOAy SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,1\1111111111//,, .
NOTES' `Er OY �i�� DAPIA APPROVAL
1. SEE AD-m-0020 FOR sPAcvS TABLES (OFFSET SECTION ONLY). )� '�,G�STERF�F2''�' APPROVED BY
No. o''•.
Z (o�TSETT SECTON ONLY)�ANnY of LONaIUDIAl TIE -Down STRAPS REOURED. NE8703571 1 5
3. SEE OTHER DETAILS FOR BLOCCNG (PIER) OUANTITY AND OTHER REOUIREI(ENTS.
4. SEE AD-m-0001 FOR ADDITICCAL REOUIREVENTS. T QI' :'�Q I I V C
'
'A/y'o r nawK w�sAs+ulEa r�
�q�%•'•' `� ��� OppIItIC'rO�ND ir1S1TfTN['�
N07TCE "...
DRAWN BY:
DALE:
REV LETTER
JACOBSEN HOMES
TIIESE SPEoncao5 AND DRAMNGS ARE
C.L.Y.
5-11-95
P.O. 90X 368
DRICImm- P w'7C1ARY. mw we"A K
MATERIALS OF .UCOM YAWfACIIitIIIC
A
DRAVANG TITLE:
FIG' 4.0
„
SAFETY HAP.^ C�, FLORIDA 34695
WG 9" YAXR S ARK PROVIDED TO 11Q
KaPENI FOR 9'ECi1G PJNO AIO 1US1 !E
DBAWWG NUYBM
PHONE (813) 726-1138
OUT WIDDIA4 MO SEW nOd 011M
AD—TD-0022
41
g0g10 ADDENDUM 1��g�
C��gs stt
ALTERNATE UNIT TIE -DOWN SPACING TABLES
�j.
ZONE II & III/EXP. C & D
LONGITUDINAL TIE—DOiYId SPACING TABLE
MIN.
MIND ZONE It
WIND ZONE III
ANCHOR
MIN.OTY.
ANCHOR
V I
r V
FLOOR
u�N.OTY.
EA. ENO OF
EA END Or
WIDTH
EA gGLE
CnoN
IN.
ulx. a
EA SECTION
IN.
MIN. e
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
V
25'-4'
2
50,
2
67'
2
55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WhND
ZONE If
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
D LBL OAD
ANCHOR AN6TE
FLOOR
EAVE
WIDTH
OVERHANG
Low
20'-0'
12'
4'-0'
9
36701
20'
4'-0'
39001 1 20'
24'-0'
12'
4'-0'
3700#
20'
4'-0'
39505 20'
25'-4'
12'
6'-8'
1
40001
15'
4'-0'
3950# 22'
12'
6'-8'
39501
28'
4'-0'
3950# 22'
V
LONGITUDINAL TIE —DOWN SPACING TABLE
WIND ZONE II
WIND ZONE III
FLOOR
UIN.7Cr
EA. E
ANCHOR
ANGtE
UK OTY.
EA. END OF
MOOR
ANOIE
WIDTH
EA S
uw. 6
EA SECTION
uw, e
O�
20'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
I
254
3
42'
N/A
N/A
I
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
ANCHOR ANGLE
SPACING
DELANGLE
DEL HEADWIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
V 40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
140001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
140001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
4000
2T_ , ,,,,,
N/A
N/A
N/A
NOTES:
ENQN�ER'f�PR�YALDo��/,��'
' ,
DAPIA APPROVAL
.,
•`�` Or'
1. SEE AD-M-ODOI FOR ADDITIONAL REWIREMENTS
2 SEE AD-7D-0031 FOR MAXIMUM PIER HEJCHT REWIRED FOR THE LOADS
TABULATED
EINE8703571 •: =
;'' �~-
ABOVE:
J' _
%\ —
3. 20 WOES -82" MAXIM M I -BEAM SPACING ONLY.
--' ✓ „
4. 4' MAXIMUM INSET To ANCHOR HEADS (SEE AD-TD-0031).
Nonc> '"r'�
i9R�"� C.L.Y.
DAB 6-13-95
REV. LETTER:
J A C O B S E N HOMES
THESE
sKancAmNS AND DRA ANES ARE
DRAWING TITLE:
ALT. SPACING TABLES
OMOOAL
MATMALS
PROPRKIART. AND 00NrmE nk
OF dACOM MNffA""�
P.O. BOX 36B
SAFETY HARBOR. FLORIDA 34695
INC
REt1PINT
SUCH MATERIALS ARE PRONDED 10 THE
rat YE= PJWM NO roar EE
ORAMNG MUSER:
AD-TD-0030
PHONE.(813) 726-1135
IVT
CO MnAL AND SEMT FRW Ones
8P6
ADDNDUM
000� �,N�X°RS ALTERNATE TIEEDOWN SYSTEM(S)
4
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
MA M HOGHT
4' MAX wm FIGURE 6.0
- L SEE FIGURE 1.1 MR RECOMMENDED TIE -DEITY METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN COhi7GURATION A ME CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TIM A DESIGN 1DAD (TORMC LOAD) RATING OF
4,000 POUNDS AND AN ULTDIAT'E LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQOIVD.ART ANCHOR MEETING LNG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
T. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS.
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EVOSURE TY. HOWEVER. BY
INSTALING THE FRAME 71E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCION3 (PIER) OUANTITY AND OTHER REOVIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-DO30� RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE 'C% 33C MAXIMUM HEIGHT
'D':
ENG(NEFR PROVALy).- ' . • DAPIA APPROVAL
ZONE 2/EIFOSURE 27- MAXM`ULl HEIGHT
'C':
ZONE 3/EXPOSURE 30" MAICNUM HEIGHT
'D':
�`� C . �1STE ' •.`��,!�'i,� _. _ -
F'F:i
ZONE 3/EXPOSURE THIS APPJCATION IS NOT APPLICABLE.
�• '�,� N0
3 _NES?O-)f-, i T
���• � IT
JACOBSEN HOMES
NOTICE
THESE SPECMCA»GNS
'ORAWW BY:
C.L.Y.
DATE:
6-13-95
REV. LETTER:
P.O. BOX 368
AND DRARENGS AM
ORIONAL. PROPRIETARY. AND CCMIDENTu1
uATERIAIS OF JACOBSEN MANUFACTURING
DRAWING 11TLE:
FIG. 5.0
„
SAFETY HARBOR. FLORIDA 34695
p,- Sua NATEICA{S ARE PRWDED TG THE
RECPIENF FOR SPEUIC RRPOSES AM MIST BE
DRAWING NUMBER -
PHONE (813) 726-1138
IVT CaaT,: R4 NO SECKI- = ODM
AD—TD-0031
43
�t
���bN° s��` , ADDENDUM ((+`��g�s
1W5 0. �P� VA°C RA¶ �`Q� U
1a0 R �l
1
OgS ALT. OFFSET UNIT TIE- DOWN SPACING TABLES Q
6
ZONE II & III/EYP. C & D
k
I
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN.OTY.
E END OF
EA SECTION
ANCHOR
ANGLE
YIN. 9
MIN.OIY.
EA. END OF
E.A. SECi10N
ANCHOR
ANGLE
MIN. B
`4
Ul�t h
.FLOOR
�D�
�S
O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
p
2
45
2
58'
I
26'-B'
2
48'
3
37°
II
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
� HEAD
I Low
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
11 N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
1 40001
20'-30'
4'-0'
4000#
20`-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0' 1
4000
20'-30'
26'-8'
12'
4'-0'
C 40001
20'-30'
-4'-0'
4000
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
N
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. QTY.
EA END ON
ANCHOR
ANGLE
UK OTT.
EA. END OF
ANpROR
ANGLE
WIDTH
EA gCnON
YIN. 6
EA SECTION
YIN. 9
20'_0•
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'=4'
2
66'
3
48'
26'-8' 1
3
41'
3
1 52'
I
VERTICAL TIE-DOW.N / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND
ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
D o�
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
2114
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
4000 f
20'-30'
2'-8'
4000#
20'-30'
25-4'
12'
4'-0'
40001
257-30'
S-2'
40001
1.5t-30'
26'-8'
12'
4'4
40001
25'-30'
S-2'
4000#
25'-30'
NOTES:
ENGINEER AD flppllllllll,��/'
DAPIA APPROVAL
THE
C� DDcp��''%,
PPROVED BY
1. OFFSET sECnol1 MTN THE MARRIAGE LINE WALL EX1EP@IIC BEYOND
THE ADJACENT SECTION MUST BE TIED DOWN AT THE YARRUtGE LINE
ENDWALL of
uIN ACCORDANCE
.•�N
��: ' GIs; 1 9F ��i �'•
WITH THE TABLES ABOVE. THE STDEWALL SIDE AND THE ADJACENT SECTIONS)
BE TIED DOWN IN ACCORDANCE MTN THE ALT. SPACING TABLES (AD-
ARE TO
-0030).
��
Q` N . O %.
E F:Qt —
JUN 1 4
IA ,G
I v
2. SEE AD-7D-OD01 FOR ADDITIONAL REQUIREMENTS
,+
«--- �..�,.
3. ALB AD-0033 FOR MAX" PEER HEIGHT REOLAREO FOR THE LOADS
TABULATED
i
JACOBSEN HOMES
THE5E SKananaa MV ORAMNGS%ft'
tt,""���� C.L.Y.MONA
DAB. 5-30-95
REV. LETTER
DRAWING nlif ALT. SPACING TABLES
P.O. BOX 368
MATMALS OFJA OM ND UWACTL
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
W-ly)CH MATERKS ARE PRONGED TO THE
IEWN Fat VECFX PJWM AND "I If
IVT W1fmTK Am sEar m omits
DRAWING NUMBER:
AD—TD-0032
44
1C1T10N TS N� SEE t&o` 1
� ADDENDUM
S ►%T5 " ,cup 5 gE4
E� ALTERNATE TIE DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING DEDOWNS
SEE NOTE 5 FOR
MAX " HD01T
[TAB 01 /O-TD-0032 DD.IiQj APPLT
TO NX STANDARD IfuR-VCE SECM
OF THE @IT -SEE MOLE 1. WS-ML]
TIP. FLOOR SYSIIM--7
AWM ANQE
TV.
men ANGLE
FIGURE 6.0 - FIGURE 6.1
SEE FIGURE 11 FOR RECOMMENDED M-DOWN METHOD SEE FIGURE 12 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DO", CONIIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2)j, AUGER ANCHOR TITH A DESIGN IDAD (WORKM LOAD) RATING OF
4.000 PCUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQNRVI.ART ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6J SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DOIO).
(ALSO SEE AD-TD-OD20 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EWDSURE 'D% 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'E 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE I)': 28' MAXIMUM HEIGHT
THE ALTERNATE TTE-DOWN HEMS SHOWN ADM ARE ACCEPTABLE FOR USE N
ALL W 14D ZONES AND N BOTH EAPOSUFE 'C' AND EXPOSURE 'D', HOWEVER. By
INSTALING THE FRA►lE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS MATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTATING FRAME TIE -DOWNS.
C. �oF
No.
CAlCQ7!11r,71
PPROVED BY
NIPINC5
JACOBSEN HOMES NOTICE- '��Aq,11 111111+„q( °"IV
TWHEsE saEma7vs Aura ORAMNGS ARE C.L.Y.. 5-30-95
ORICNAW. I'ROPRIFTART, AND OCNDOHTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN YAIAIFAC7LIM NC
„ P.O. BOX 368 INC. SUCH YAIMU ARE PRONGED TO THE FIG. 6.0 aC 6.T
SAFETY HARBOR. FLORIDA 34695 , KC IDff FOR SFEcM Pifto No MS1 BE DMINING NUMBER: AD—TD-0033
PHONE (813) 726-1138 PVT CwmTLAL AN) SEOET FILCH OTRS N
21
�000�
R,tp ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
AN4E ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RRCOMIDED TIE-DORN 1IMD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
VAONY HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TURN USING TO TIE-DOTN CONFIGURATION A STYLE CREST PRODUCES YODEL 573H (TYPE 2� LUGER ANCHOR IM A DEN LOAD (TOWIG IDAD) RATING OF
4,000 POUNDS AND AN ULTBIATE IDAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUIVI,ART ANCHOR MRE= THE A80VE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE ME CREST PRODUCES ANCHOR.
NOTES; THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
I. SEE AD-TD-0001 FOR ADDITIONAL REODUEEMENTS ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0', HOWEVER, BY
INSTALLING THE FRAME TIE-DOMN STRAPS AT THE OUTBOARD' I -BEAM THE MAIL
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOIRRENENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-0035). RECOYYENDED METHDOS FOR INSTALLING FRAME TIE -DOWNS
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT ENGINES �Ar' OQ�AJJif DAPIA APPROVAL:
ZONE 2/EXPOSURE 'D% 28' MAXIMUM HEIGHT ` N
ZONE 3/EXPOSURE'C': 28' MAXWUY HEIGHT `.���Q�..........,ST APPROVED BY
ZONE 3/EXPOSURE 'D': 28' YAXIYUM HEIGHT '� o
a� .GE9F.F2
5. SEE AD•-TD-0035 FOR ADDITIONAL NOTES NE37o. O Po , 5
qh
•- =N INC,
ST
,��'• : x
JACOBSEN HOMES TIIEsE srEancANiIG�S AN MAW= Aiu+E"'C.E.Y. DATE'5-30-95 REV. LETTER:
011IM L. PROPIR mT. NO Coe UNRAL DRAWING 7ITLE• n
„ P.O. BOX 368 YATVIIA S OF JACOM MANUFACTURING FIG. 7.0 AI --IT
ARE PRM0
SAFETY HARBOR, FLORIDA 34695 u� W FOR 10 � PJfM NO rroI5T7NE1E
PHONE (813) 726-1138 IOPT CON MI14 AM SECRET not OTHERS DRAWING NUMBER
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
FRAME TIE -DOWN STRAP SHALL
SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL 'C'
DETAIL 'A'
IUCKLE WITH 131501
Y MINIMUM (DESIGN LOAD)
DETAIL V
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT SiRAP.AT ALL
SHARP CORNERS.
C
DETAIL 1C'
THIS TYPE OF PROTECTION MAY BE USED FOR
;;C,3RNI/;;A�LoNGITUDINAL TIE CONNECTIONS ALSO.
V. ST/(�Y.c
NOTES:. DAPIA APPROVAL:
Q No. �o •.
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP 'ATTACHMENT _ 910334 = APPROVED BY
AT BEAM —OTHER METHODS THAT ARE CERTIFIED jT0 MEET = : o00 ': * - �21=j iI
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS = 'q : STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE I
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). IA�P �FB)EMl►w1UH►C?UREDHOUI"
' SRO N • � : � � 2 C01SIii1CTpN AAD
YE D AND PT FlED OTHERS NOV 2 4 1998
NOTICE DRANK BY: DATE REV. LETTER:
J AC O B S E N HOMES SE SPEOFICATIDNS AND DRAWNCS ARE M.T. 11-18- 98
� ONAL FRDPMETARY. AND CDNF70E W: L DRAMNG TITLE:
,I�
P.O. BOX 368 GALS OF JAC013SEN UANUFACTURJNG MISC. TIE -DOWN
SAFETY HARBOR, 'FLORIDA 34695 NC. SUCK YATEFEALS ARE PROVW TD THE
RCCPENT FOR SPECFIC PURPOSES AND YUST BE DRAMING NUMBER:
PHONE (813) 726-1138 KTT Ca+Ton M AND SECRET FRW MRS. AD—TD-0050
48
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
ION OTT.
ANOEOR
ANDIOR
O v
WIDTH
EA SENDEC OF
u sEcnDH
ANGLE
ua. B
Ell SEC of
A. O
u sEcnDH
ANGLE
ANGLE
lmN. e
30'4
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
SAVE
OVERHANG
SPACING
D9L LEAD
LO1J
AN. ANGLE
SPACING
� HE
ANCHOR ANGLE
30'4
6'
6'-9'
3150#
41-46
5'-5'
31501
44=49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE n
WIND ZONE 01
O
FLOOR
WIDTH
k D Y.O
E . END OF
u SECTION
A ANGLE
ANGLE
lmi e
LTut O
EA. EEC IO
u sEcnDN
olt
AN ANGLE
AHGIE
uDi e
9-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL KA
LOAD
MM ANGLE
SPACING
De oAD
AN= ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
31501
49-52
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. C&CS C �,,,4 - °l4,G�~ 7�•
,,,Lt1i11111►1,,,,
OTES: —
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
2. SEE AD-ID-0071 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE
EGG§ % j\STFR 4��',��� �'
` '•
e No. o'•.
910334 =
s
oeo -•
µ,, � ,,
DAPu APPROV MAf� O gg
APPROVED BY
IN
-� �.• STATE OF"
" Cam•' ��
' ':, 0 ��`
14 INC.
rtolroarw=two?" I V
tx�atpctulAtosA►FtrStwOiADt
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
a PHONE (727) 726-1138
NOTIC
THESE SPEOFICATXNS AND DRAwNm ARE
ORIONAL. PROPRIETARY. AND MIDENIIALDRAWING
MATERIALS ov AcwsEN Uk"ACIURM
INC S)CH MATDaALS ARC PROVED 10 NEREMENT FOR SPEC"' PA (W AID = V
ITH COMDO ML AHD SEM n*u Dim
AWN BY.
M.T.
DATE:
2-8-99
REY. LETTER
WILE:
NORM. SPACING TABLES
DRAWING NUMBER:
AD—TD-0070
,,ED . 49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
YAK PER AD-ID-0010 TABLE PER AD-7D-00
SEE
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS TW• FLOOR
PER AD-TO-0010 TABLE PER *_TD-U010 TABLE PER AD-T6-0010 TABLE , Ra
FIGURE 10.0
20 FUR ALTERNATE IZ-DOWN 1UROD
TYP. GROSS-YDffR
—DIMS /
s SEE NOTE 5 FOR
MAVRIM HEIGHT
N
ANOIGLt ANGLE V _ ANOLOR ANGLE
'ET
A""HEAD IMNDZONE III
FIGURE 10.1 (110 MPH)
SEE FIGURE 50 FUR ALTT00fATE TZ-DOWN METi10D 20 PSF ROOF
10 PSF D.L
Rff. CALLS W' 1 1 �.
NOTES:
1. SEE AD-TD-W70 FOR SPACNC TABLES.
2. SEE AD-TD-0070 FOR OUAHITT OF LONGRUDIAL TIE-DOYM STIU
3. SEE OTHER DETAILS FOR BLOCKK (PER) QUANTITY AND OTHER
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUREMENTS
5. ZONE 2/EIPOSIIRE V. 56' MM M HEIGHT
ZONE 2/EV0511RE b': 40' MA)QMUM HEIGHT
ZONE 3/EIMME V: 56' MAIOYUM HEIGHT
ZONE 3/EVOSURE V.- 40' MA)aMUM HEIGHT
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
EN ••.; r 4
DANA APPROVAL.
No. o �'
APPROVED BY
�auRm.
910334
JIREMENTS
-o • STATE OF :��
t.9��'•., �P�;�
INC.
FE RN0NOIE
NOTICE'
DRA M.T.
T
DATE:
REV. LETTER:
REV.
E SPECFTCAMNS AND DRA NOS ARE
NAY. PROPRIETARY. AND O@6DENTIAL
DRAVANG TITLE:
zaALS OF u UMWAClUF=
FIGURES 10.0 AND 10.1
mm MATOW ARE PWv= TO 71E
On FUR S WIC PUi M AND MAT BE
CMEVM u M SMT FF M OTHERS
DRAWING NUMBER:
AD— TD-0071
50
ADDENDUM.
NORM - Cott
AL TIE DOWN SPACING TABLES �0
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND
ZONE QI
FLOOR
VADTH
MIN. CITY.
EA. END Of
ESL SECTION
ANCHOR
ANGLE
UK 0ESL
YUL OTY.
EA DO
SECTIONw1L
ANCHOR
ANGLEV
0
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE 10
SPACING
DBL HL<JJ'
LOAD
mom ANGLE
SPACING
Da. LEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
154
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
YAND ZONE II
WIND
ZONE III
w O
�U
FLOOR
WIDTH
MIN. CITY.
EA ENO OF
EA. SECTION
ANCHOR
ANGLE
YIN. 6
UK CITY.
EA. END Of
EA. SECTION
ANCHOR
ANGLE
Y91 B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND Z014E I
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
COL.
OBI. HEAD
ANGLE
SPACING
DBL HEAD
LOAD
ANGLE
154
6' EACH SIDE
4'-6-
3150 j
42-50
4'-0*
31501
44-50
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS.
1,IIIIIIIT
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREYENIS.
2. SEE AD-ID-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 184' FLOOR WIDTHS VATH 95 12'
I -BEAM SPACING. 96• MAMMUM SIDEWALL HEIGHT AND 6/MAXUUM SIDE
(6' OVERHANG MAX EACH SIDE OF UNIT).'
ENGIHw OVAS T, •,,
������VP. G\STEq •�! ������
:'Q`� No. o '•
910334
'
-o • STATE OF :mar:, r.
�••.
�'�,�� ' • ,n---
•\OVERHANG
S'
DAPIA APPROVAL M� 0
APPROVED BY
INC.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
m PHONE (727) 726-1138
•
NOTI /111
ncsE SPEonCATIONS AND ORAWNCS AM
ORONAL PROPRIETARY. AND C04mriTIAL
MATERIALS OF JACOBSEN MANUFACTURING
wn SUCH MATERIALS ARE PROVOCO TO THE
nmENt roR SPECTTC P, ms uo wsr K
ISPT coNnDENTYL AND SE«ET rRDU 0M
It BY:
M.T.
DATE:
2-8-99
REV. LETTER
DRAMNG TITLE:
NORM. SPACING TABLES
DRAMNG NUMBER:
AD—TD-0072
51
ADDENDUM
TIE r DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-0012 TAU PLR W-N-WIZ Mt V nX Au-nrwh[ lfi= rM NrIv IL ..vim ��..r„r�.,c ...� •••�
!'FIGURE 10.2
SEE FICURE I20 FOR ALTERNATE TIE-DOIN MIOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
'11L gT ANCHOR HEAD
or H(TIP.)
SEE FN
TV. FLOOR
s SEE NOTE 5 FOR
YApNW HEIGHT
OR ANGLE AANGLE
-
FIGURE 10. 3 (1110 MP j III
FOR ALTERNATE TE-DOWN L�IHOD 20 PSF ROOF
10 PSF D.L
REF. CALLS 9z. �� 92 • tb
...tTtlnttuN�.,_
NOTES:
��p 1 jj ��, ,i��i DAPIA APPROVA'
i
� `��.��,,•
1. SEE AD-TD-0072 FOR SPACNG TABLES AND NOTES. : 'Q<i. No. Fp '% - APPROVED BY
2. SEE AD-TD-0072 FOR QUANOTY OF LONGITUDIAL lE-DOWN STRAPS REOURED. 91033400or
ISEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REOUIREMENTS ��� >k-N 14
4. SEE RU ADDENDW FOR ADDITIONAL REQUIRUENTS CF
-
-o :•
5. ZONE 2/DFOIIftE S'C: 56' YA)DYUY HEIGHSTATE tZ - INC
T � � �'. • � .-
ZONE 2/0POSURE V: 56• YA OWJM HIGHT Off'•, / �P : FtTtlnrwrACFUI®HOFE
ZONE 3/FIIPOSURE 'C: 56- YAMMUY HEIGHT
ZONE 3/1XPOSURE V.- 56• Y OMM HEIGHT �
I NOTICE Y. M.T. OATS 3-1-99 REV. LETTER
JAC O B S E N HOMES THESE Sa�EOMATNINS AND DRA u:E
oalai' PROPRIETARY, AND CCWWIAL. ORAWWG TITLE:
P.O. Box 366 YAIEMAAL OF 44JCCBSM YAMIFAC'MINO FIGURES 10.2 AND .10.3
„ @IC. S)CA YA MALS ARE PRMM TO THE
SAFM HARBOR, FLORIDA 34695 Fi1=IT!FW SPE= MPOSES AID V= BE DRAWING NUMBER
PHONE (727) 726-1136 *77 CONMfMDMAL AND SEUM FRW Dnus AD-TD-0073
52
I
ADDENDUM
OFFSET TIE-DOWNPCTABLES.
ZONE I & /EXP.C& D
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE I
WIND'ZONE M
NN QTY.
ANGLER
QT1!
ANCHOR
FLOOR
WIDTH
HAD OF
ANGLE
FA 00 OF
ANGLE
U
EA sECTHaN
vK a
EA sEH:ADN
WIL e
12'-0'
3
4T
3
61'
13'-4'
2
54'
3
41'
15-4' 1
2
1 54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE M
SPACINGx
WA In
ANCHOR ANGLE
SPAM
�LOAD�
ANCHOR ANGLE
WIDTH
OVERHANGOVERHANG EAVE
12'-0'
'12'
5-0'
31501
40'
4'-0'
31501
39'
13'-4'
12'
5-0'
31501
41'
4'-0'
3000 f
40•
154
12'
5-0'
31501
43'
4'-0'
-Mli
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WINO ZONE I
WIND ZONE NI
MN. QTY.
ANCHOR
111E CITY.
ANCHOR
FLOOR
WIDTH
EA END OF
EA END OF
LE
V
EA. SECTION
IN.
111. a
FA S£C110N
IN.
1/l e
12'-0'
4
45'
4
60'
114
3
45'
3
60'
IT 4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE .
MIN.
MAIL
WIND ZONE I
WIND ZONE le
SPAM
DOL WAD
In
ANCHOR AM
SPAM
DM. WAD
In
ANm ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-r
12'
4'-0'
31501
40'
S-0'
30001
x
IS-4'
12'
4'-0'
30651
41'
3'-0'
30001
39'
15-4'
12'
4'-0'
3064
43'
S-0'
30001
41'
NOTES: lE6H _ C4IZ5, C-sL 16 Oi- 16, /L
ENS MP�tQVF�a 808#1
Nff. CALLS(C-- U- 17'e, -
L OFFSET SECTION MIN THE MARRIAGE LIE WALL EXIBUIG BEYOND THE ENDWALL OF
���`', � �. Dp�,,i,�s
Mbff&vtD BY
THE ADJACENT SECTION MUST BE TIED DOMN AT THE MARRIAGE LINE IN ACCORDANCE�1.
G
WITH THE TABLES ASM THE SIDEWALL SIDE AND THE ADJACENT SECWKS) ARE TO
BE TIED DOW IN ACCORDANCE VAIIH THE NORMAL SPACING TABLES (SEE AD-TD-OMO
JUN
FOR 12'-0' t 13'-4' LADES, AND AD-7D-0070 FOR 15-4' MLOES�
2 SEE AD-1D-M FOR ADDITIONAL REQUIREMENTS.
' # STA >� +
INC.EE
AD-1D-OOBI FOR MAII�IUM PER HEIGHT RECUM FOR THE LOADS TABULATED
AW
. .�J Q �,
•: OR19p:•• �4ir.:
, `�
LMANUFACMEDHOME
JACOBSEN HOMES
>"mrE�> �m
: _ •1��°'�•T•
°A�' 6-8-04
I�" Lam
P.o. eox ass
„
.
aK.
MAXORM OF' 1000 rl IIANur
W. 501 MlAWKS AK m
DRAINING TITLE:
OFFSET SPAgNG TABLES
DRAWNG NIAUIER: AD- rO-
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
MMW FOR SPfLf1C gpP=
IM mINOENML NO S�Ef
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)''
SHOWING TIE -DOWN SPACINGS P
AD-M-0000 TABLE I VAX � PER AD-1D-0010 ME F R 110-1D-0070 T E PO AO-W070 TARE
OW SWIM OF W OR WS-0010 TABLE OR WIO-ND TABLE 0R WM-0010 TAF1E
FIGURE 11.0
SE FMIN 4.0 POi; aL'MN It—DOW IMD
[TABFS W AD-R1-0000 RUM APPLY
A im STAIOARD IUI WADE SECDOLS
OF X WT -ZEE ROLE I, 10-1D-000D.]
TYP. FLOOR SYSTEM-7
, I F �— man mciE
P.
TIP.
MINOR ME R
FIGURE 11.2
g,� roa u�ru�s s�oo� 1�180D
Noun:
cRw�yc ,r O� j��
DAPU APPROVn"
1. SEE AD-7D-M FOR SPACING TABLES (OFFSET SECTO ONLY
PPROVED BY
2. SEE AD-1D-0 20 FOR OUANTY OF LO1071JOK TE-WN SIRAPS RECURED.
(OFFSET SECTNON ONLY)
0. 00454 '
•
�UN
3. SEE OTHER DETAILS FOR BMOC NG (PER) QUMITY AND OTHER REQIAREMENTS.
;.
4. SEE AD-1D-0001 FOR ADDITIONAL REQIAREIIENTS.
4 •
INC.
(^
S. ZONE- 2/E)�A4E 'C: 48• MAXMIUII HEIGHT
ZONE 2/EIPWX V: 40• MA)KIM HOGHT-36• FOR 12'-0• WIDE UNITS
ZONE 3/EXQ06URE 'C: /r!• MAXYUY HEIGHT
' 9 '•, . ' � e
';� •• R� ", j i 1� P •'� a
••
• •'
ERAL NUFACTURED HOFAE
RUCTION AND SAFETY STANDARDS
• % • -`... a�'
ZONE J/EXPO6t1RE V: 40• MA]S M HEIGHT
JACOBSEN HOMES
nM
rp,
x°1'1c�""m
� CFIGTFONS NO oFuwrxs AM�
A�f.T.
DATE
6-8-04
REV. LETTET2
P.O. BOX 366
a149ML1
MATE M
PtIaFlrrErARY. AM CMFOU&
OF aAMM YANIATACI1 M
ARE FROND® TO 11E
DRAWIG 111LE
FIG. 11.0, 11.1 & 11.2
SAFETY HARBOR, FLORIDA 34695
WIC SWI YA1BYiAlS
FSfEIIT`FOR Z'EtE1C RMFOO AID WS1 BE
WAS(, NLNBER:
PHONE (727) 726-1138
IeT C01 MMAL AID 9F>CRkT FA011 ORM
AD—TD-0081
54
99
Z800—(l1-Gv sums 1108J imis av 1vtLm3u 33 1431 9£ll-9Lt UZI) 3NOkd
MOM 9NWYtl0 >a uM on S39UWW 31D3ds IN Uowm S69K VOIS013 'H08WH A13r+s
X of Glop" 181 57A O VN H3M '3N 99£ X09
0'Zl '913 ommDvjrmm
:311u "VW >rurOM OOnni'WMMeo
10-6-9 MV SMMV„v O, a SNOLLY71WNS Z-%d SHW OH M9,3900W
:M31 'A3M :31Ya :AS WOO _ :201101(
116
�✓ i J f i = :r . ; , ,�� d . Odj MNYQUI0030 1VNOILMV 803 1000-01-oV 33S 'r
it '� ; �Q �1V15 • o- SiN3N3H11102a N3Nt0 OWA1LLNvn0 (a3W) O►ulnoie NOJ sm+l3a MO 33S £
--•" �::;:: ": t PO® t O3i9n03a SdYHLS M1100-ILL lYgnlDN01 P LIM0 VOJ MW-GI-W 33S Z
VEEOTG
C r '(1,1N0 N0u33S 13Sdd0) S316Y1 SNOWS BOA 0900-M-9V 33S I
:1VAONddV VIM 4� %).b31S�,'iY�QIAitlY3N17N3 .S
uOIZOrS-S•S 904 z'it GNV I'll SNE U 39S
0'ZI MOM
SONIOM WOO-3a ONIMOHS
(N01103S IISI)0 /M) N011YA311 301S 1VOW
WHISE RMOQ -911 ZING- IRMO - RIVN8911V
WI1QNRQQV
'ADDENDUMG���s
108" HIGH
SIDEWALL TIE —DOWN SPAISTNG TABLES
1
ZONE II & III EXP. C &
p
LONGIT
INAL TIE —DOWN SPACING TABLE
V
MIN.
%W ZONE I
WIND ZONE N
WL OTr.
Mon
MK OTT.
ANCHOR
FLOOR
t �4
VDTM
QD OfMG
E
EA QD OF
mQf
SECM
Ili a
u SEM
WL 9
26'—e
3
42'
3
53'
W
3
52'
4
45'
VERTICAL TIE —DOWN, / FRAME TIE —DOWN
I SPACING TABLE
WN.
MAX
WIND ZONE I
WINO ZONE I
SPAM
� W
NKHM AWH
.SPA=
°��
ARM M E
WIDTH
OVERHANG EAW
26'-8'
6'
6'-8'
d 31501
40'-50'
6-4'
31501.
40' 50'
30'-8'
6'
6'-6'
131501
40'--50'
5-4-
31501
40 -50'
Y
u
LONGITUDINAL
TIE —DOWN SPACING TABLE
V
MIN..
With ZONE I
WIND ZONE YI
FLOOR
OIY.
pF
AN01at
ANGLE
WL Orr
EA ETD tF
AN01QR
AWE
p
W10TH
EECIgI
S
WL Y
EA. SEOTIQI
MR 0
O
26'—Ir
4
4r
4
57
l
Y
n
4
51'
4
70'
VERTICAL TIE —DOWN
FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND
ZONE 8
MND ZONE N
SPA=
WAW
A4= ma
S IAM
Lm
men mw
FL
EA%fRI OVERHANG
26'-8'
6'
5-4'
31501
40'-50'
4'-0'
3150E
40'-45'
30'-8'
6' 1
5-4'
31501
40'-50' I
4'-0r
31501
40 -45'
T9INDZOHIE N1
(,10 MPH)
20 PSF ROOF
PSF D.L
j10
REF. CALM
,
NOTE
. 'i
-
DAPIA APPROVAL
,fCIFI' q �..•,y,
X ' Op
APPROVED BY
1. SEE PULL ADOM MI FOR ADDITIONAL REOUnENTS.
uZ
�NrP
SEE AD-M-M FOR MAWN PRR REIM RE=U FOR 1W LOADS
TABULATED
ADDC.�
1jr.,
"
INC.
ORI
FEOERAI. MANUFACTURED HOME
ROS
corisrRucnalAUL rrr�I�,,�(104
JACOBSEN HOMES
aN
1 NOnCE:
�CAnM AM MAMM AX
NAM O
a1.T.
DATE
0�-20-04EV
R. LETTER:
DRATING TITLE
108' HIGH S10EwA11 sPAanc TABLES
P.O. Box 36e
a MN.
11 TOMS
IIC 9701
'PRaFBEiM NO cwwu-
W 0000 " 1AN1 FACRMM
�YAiAALt IN FWAM 10 1E
DRAWNG NUMBER:
AD—TD-0083
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
tFiPE1R
M'PT carFmw
FM' mot: FW'OSFS NO WU E
me smilT ffm cams
A-
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION I I
SHOVING TIEDOWNS T1P.I1DOtt
AI cm NALE
SET AlO= IElD
FIGURE 10.0
FIGURE 10.1
TV. ass -ism
—Clum 77
If SEE NOE S ITJt
y MAXIM NEW
mom M�
N OZONE M
�20
P3F ROOF
10 PSF D.L.
e--'_ 5v— 19, 01 - (0, z 3
NOTES*ptC�it' " ��• DAPIA APP(iOYAL•
1. SEE AD-ID-M FOR SPACMP. TAgES �� G�P�IF •i• APPROVED BY
2 SEE AL1-1D-0017 Fit OUAMTY Or LdK =& TE-WO STRAPS REQUIRED
3. SEE OTHER DETAS FOR KOWNG (PER) QUANTITY NO OTHER REOUIRE "M
4. SEE FUII ADDO M FOR AD011ONAL REOUIRE3OM QQIN
S ZONE 2/01POSK V: 36' MAAMUY HL7GIT •• .a Rf ~ INC.ZONE 2/01POM V: Zr MAxMUM MIGHT �� '•�,C`� (4Q,♦� i ``��
ZONE 3/EXAOSIRE V. 36' YAxItAIY HEIGHT Vol ...... . ' ♦ i
ZONE W 3/E�OSURE V. 3Y MAXMUM HEIGHT •:•�� �: ♦ FEDERA MANUFACTURED HOME
V.++ �T" \tip♦ CONSTRIICTIONANDSAFE1YSJA:WARUS
6. ALL S WICAW S ARE BASED ON 2o' ROOF ANGLE MAX_ +•.I �• `
No=:
,BY: . , DAIS: 1iE11. Lam
JACOBSEN HOMES >IEg A«o �► M.T. 07-20-04
QvMML Frommy. MO WfW" K MAMIC 11R0,1.
P.O. BOX we"AIMA S OF 040M t�AsAN FIGURES 10.0 AND 10.1
LIMP MG 20 HAMKS ME FROM D 10 1E
SAFETY HARBOR, FLONDA 34695 Now R1t rM hol" S AO MR K DRAMNG
PHONE (727) 726-1135 ITT tMMUL W 9W FFM OMM AD-TD-0084
57
I�
.
ADDENDUM �oR
108" HIGH
SIDETALL TIE -DOWN SPACING TABLES
ZONE II & IH/EXP.. C & D
LONGITUDINAL TIE -DOWN- SPACING TABLE
t (1
d
MN.
WIND
ZONE 1 1NND ZONE II
V
FLOOR •
We an
W+aae UK on
mom
WIDTH
EX ESA Of
AX Est DD OF
mar
EA. Sttltdl
YNL 0 EA %cral
RL o
h
2S-4•
2
58' 3
43•
24'-0'
2
6r 3
457
VERTICAL'TIE-DOWN
FRAME - TIE -DOWN SPACING- TABLE
AIN.
MAX
-
Ii i ND ZONE 1
WIND ZONE 8
W!O
OVERHANGEAVE
ST'AONC
L Hm
moo mu
SPAM
MLR
Am mom i
23'-4"
60.
C-8'
U 31501
49'
V-4'
3150 -
45'
24'-0'
6'
6'-8' .
3150
49'
5 - 4-
3150
45'
p
y
LONGITUDINAL TIE -DOWN SPACING TABLE
p
MIN.
WIND ZONE I
HIND ZONE III
p
FLOOR
MDL OTT.
At1m
loll on
AMm
WIDTH
Nor
mumuEA.
EIO a
Ax
O
p
23'-4'
EEll
A SECTION
3
M M. I i
48'
EA. SECAoI
4
IA1L i
43'
y
p
24'-0"
3
5T
4
•45'
p
VERTICAL TIE—D0�N`
/ FRAME TIE —DOWN SPACING TABLE
1IN.
MAX
VAND ZONE I
HIND ZONE II
FLOOR
OVEMG
SPA=
LDS °
ARMWE
VAM;
�TH
Moo ANOIE
2S-4'
6'
5'-4'
I
31
47
4'-0'
32q
4Y
24'-0'
6'
5-4'
1
3150j
47'
4'-0'
31501
4Y
108' MAX SIDEWALL HE]CHT WWOZONE "All
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM
'
1S17i1!llp,I
NOTES,
• .• �•O ,I j
DAFN APPROVAL•
O' K1F:0� Fri +
��'
APPROVED BY
EE 1. SFu L ADDDim FOR AODrom REGIi1F o(m
4
G�i;
��
ON
2. SEE AD-1D-m Fist MAmm Pot REDO REWIRED FOR THE
LO ti
��• '� Y
.13,2006
TABU ATED
ABOVE ,'"pl�c.
.
•
• ATE
g i
TTiDeUl rllNliAOUIED NOTE
coxswIICFjM AND SAFETY STMDARDS
JACOBSEN HOMES
�G71
wxmmAzaAm AID
81:
R.R.
DATE: 28-06
»-
REV.IETM
r.a Box >sa
ONOxAL
riT:
/RTXR[lAl1C AND CDI:10fM11! DRANK
wA °f �"ODB
ago/ wtTrlas iuE r�DwDo ID 1ri
ATLE
108' HIGH SIDEWALL SPAgNG TAEItfs
SAFETY HARBOR, FLORIDA 34695
PHDNE <�:�) 729-nab
Ili
-W TTR iii1NC AT�t3 AIO rat K DRAWC
mT ax mTm no = a TT�II WDM
MAIBER.
AID- TO— 0085
-
58
ADDENDUM
TIE -DOWN SYSTEM
TIIPICAI SIDE EIEMON .
SIiONRNC I —DOWN SPACW65.
FIGURE 10.0• -
SHO NIIEO SMM � I I rf- RODi STM-7 III TV. O=-R1$!
3 SfF ROR S FTA
L �AAAM MODIT
mm mw m APPROT(b SiABIQER
RNSxum Rt1TN ma 9UFT 1Ex m
FIGURE 10.1
tATFiDzaK x/B
(110 MPH)
20 PSF ROOF
10 PSF D.L.
0
N TES.
t. SEE AO-TO-OOdS FOR SPAQtfi TABLES.
1ld
�• ,......,,. ,
• (;/1 fii� r�
DAM APPROVAL:
�O LF+�;ff j:
APPROVED BY
L SEE AD-TD-M Fm aimM OF L=TWAL iE-DM STRAPS IKOURD.
00o
3. STD': ODO OETAU FOR 8LOW6 (PEA) OUANOTY AND OTHER RECIAREMD1Ti
jy?. 0
ON
4. SEE FULL ADOEI N FOR ADW WAL REOJ MDIM
:
ec 23,2006
S. WE 210FOSRK Yc 44' MOM HOW
ZONE 2/WORK V. 2r MAZIN HEIGHT
AZINC
. ..
* = f :
20HE 3/E1�OAINE 'C': 44" *A)M HWIT
'W.
. — .�
•n
"� '.• • (V
•`�/
.
Ffmm rwsAcnwo Mort
wr6TRUCrIor AND s+wtn STANDARDS
ZONE J�b1►WIA'iE W MARRpMIRM TKIR:HT
ON 2W ROOF MAIL W
o �..� �P ,�
�`C ;; �� • ••
pSIDEINALL
6. All SPFt MT06 ARE BASER ANGLE AM1 MAX
MOM
� �; y
JACOBSEN HOMES
Pais
fv , x
R.R.
DATE
11-28-06
RE1L LETTER
DRAIM 11TRE:
FWWS 100 AND 10.1
■
P.C. Box i6a
MOW- P9OrRETW AMO COsWHK
MA1EAuls OF JWXW MAMrAGRAMR
SAFETY HAABdR, FLORIDA 34693
MC. SUOI UAIVU S ARE MWKTO TO R[
mumm RIN !port Pirm AND ma K
aR WW M M UL
PMOHE (7I7) 726-1136
ivr mnooAn .Ao =Dr na oMaet--0Q86
.m
59
ADDENDUM08
NORVAL TIH—DO" SPAGtINC TABLES `�. .0,p N%
ZONE Il & III/EXP. G & D
I
LONGITUDINAL TIE —DOWN SPACING
TABLE
�J
,
O� I
FLOOR
1BIN
OWD Z It
00 ZONE 11
K On
u�t g�Crldt
4k a
Ek 0 O
EA SECM
4k e
12`-0`
2
53'
3
40'
13 —4`
3
3T
3
46'
G
15 —4 `
3
46'
4
40'
VERTICAL TIE— DOWN / FRAME TIE —DOWN PPACINO TABLET
FLOOR
*DTH
VAI
EAVE
OVMk4G
D ZONE ll
00 ZONE Al
SPA*
VAX P
HWT
k4m Malt
SPAC*
VAX m
kpa AI( *
12'-0'
6' EACH SIDE
54
h 72`
357 TO MY
5-4'
3$'
45'
i3'-4' I
r EACH SIDE
5-4`
W
ST TO 40'
5-4'
42'
45
6` EACH SIDE
T-4'
d 80`
40'
54
46`
AIT
u
LOWITUDINAL TIE— DOWN IPACING
TABLE
4tl�iJ I
FLOOR
*DIN
ZONE if
OD ZONE la
"t OTT.
E, SlEOCA
re*
OTr
EA. SECRON
s
12'-0`
3
44'
4
40'
13'-4`
3
52,
4
45'
V
t5'-4`
4
44'
VEIRTICAL TIB—DOWN / FRAME TIE —DOWN OPACINO TABLE]
D ZONE I ZONE al
FLOOR EAW sP VAX Plat A v a+ AipF= WA* k m
00% OVERHANG
12'—Or 6 EACH SDE 4'-0` 72` 3T 4'-0' 34"
13'-4' I 6 EACH SIDE 4'-0` a 72` 40' 4'-0' 38
15-40 1 6p EACH SIDE 4'-0' 80 40' 14'-0' 42'
Mar,
40' TO 45'
40' TO 45'
1 40' TO 45'
. NOTE: WHEN ANCHOR ANGLE FRCN VERTICAL CANNOT BE RFr �c�
ACHIEVED, ADD APPROVED STABILIZER PLATE. , � 1 p ; = y
{SEE NOTE 15 FOR HOLIES SET IN FLORIDA`' �•�sa r DAwAAPPaayAL
Ek . R; _L
NOW: APPROVED BY
1. SEE FuL ADDEN➢4 FOR ADDITIORAL REOU1RTOM A.
2. TABLE RASED DN ANCHOR *ORd(G LOAD OF 11501 DIA0011A RE 10 i. �: }'} Mar 25,2008
n N A�Nc.
DPPosTTE sEA�i
HOME
.1 (= 4 CONStRDC110N AND SAFElY STANDARDS
$ YA). EAVE OVERHANG RUM TO Op6jANG AT SKWAti NOT 1R�NT GA REAR � j � yam/ � FEDENAI O NN AND SAFETY
4. TABLES APPLY TO 144' 160'. AND ISO FLOOR +Ip Uii 96 1/F C ::i _ w • L
�-6EW SPAUIG. 109' WAXVU� SOEWk1 HDGHT AM 6� SSE p f� '•,� �� ', ;�
OVERHANG (6' OVERHANG ktkt EACH SIDE OF *11 � oo fi� •.. Lr.r,iv?..�`�-���
5 STARtaR PLATES ARE REWED ON SDE*ALL AN04M AND LONGITUDINAL ,r� '
MOM SET IN FLORVk SEE DVV ORE 15C. EFFECTIVE VARCH A 1999 t,., Et3 �ha11�4
NOROd[t OR 1 dATE: REV. LETTER
a1[se SPCaiItATg11S AIIO DYA ARE
JACOBSEN HOIvtE� ` o.t�.T. tz-tt-ol
A. rRo�ecv+1� ,1p *G DRA i�Ic nnE NORV. SPACING TABLES
I. Ai 1aAt�ar .MoaesFa 4NN►�G
® P,O. Box 369 NC sva Rn+YS ME pav+OED Ta r14
SAFETY HARBOR, FLORIDA 34695 a[lsdlr rol9talC nr WO. i� OR G
ELM PHONE (727) 726-1138 �r odpoE4A ap gaEr rrrla�J asm AD- TO-0087
nn
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
> r. "umm _ . • lfT. vr LEi M
ur.1►/If. VD M . • W. s/f
at swo
s�
1
I" Pu SHEARWAIIS
I
i
m Pei 91EIR11ALLS
1
'
1
,
IGIQ
A10ou
1
W-O-Oom F97JIRtD
iE omm m
*L5M
1
Tr
NOTE 1 ut NOTE 1
gi Nolc 1 51E NOTE 1
3a MOTES 2 AM 3.
Q
Q
Sa WOV i Aim 3.
A
ra xQb
► m RFdO
PEft M30
m ='o
Ms LOCJ T W
MS LDCATM
7Hs LOCAT"
TNs tACwt'IoN
FIGURE 8.0
FIGURE 8.1
THE DETAIL ABOW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL rV VALUES.
CAM At'Y11 X—1
t>+a 1. W-CaUS FWAM 11 W= /ALA>; TK-WW U W SAT 1t == IX �• PPROVED BY
t7t1[A a ACfAJ 9fgttl A97K pfart Rt�IDttfl AT loth ,,'!:y
aspic-Aar-oo�vi M-WRA Nooml �iroIESL 0( aa�o�/u� m .�i� rm) �F . • : �v�51� c �o'l `��.�� t EB 1 0 2000
L R19M A M AT Wt DO cr iM¢ 2" LL J= rfl1 TIQ A�o1C acTiA.1� : ,e no. � INC
(AM Rf¢A a AT WH 00 oa -USU acuro= a w �-over No kca�weKti) i 910934 t
A *V WHCmaps MWIL IS ECUIW A XK A WU FCC M M0a1T 005-NOW4 no � ; �i ERAL MANUFACTURfO HOMEwD�[aj +aw Arai io[a,REo (ALLs1�uc�u mrla,u�norQ Au wEs :'. STATE � ; �� NSTRUCTNNJANDSAFEnSTwvoAROS
Am
JACOBSEN HOMES ��"'�°"""P`"° ax •:•••''R.R. 02-01-00 >
P.a_ Box Jab WAIDOAS Cf yr== K�o fi S%W TW/PiER REQ.
wETT NA�Rt3M FLORIOA 3iee6 1m to NA �c ava od, ma !
PHOHE (TV) 720-1138 Wt omnxxtk kv mml t"m c0m ' ' 1CA19tx. '
AO-TO-IOQ
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
CEEILL40 MAY BE FLAT OR
DE VIEW
X .OW TIE -DOWN STRAP
MJS ARLW JMTS.
NOTES: I Z ? .�(p Ems{ 1lP�iftOVAI - :? . �/y •�� DAPIA APPROVAL-
1. Ow" A40 0" TO BE RATED TOR AN UUMATE LOAD OF u2sJ [3150 OE901 LAD] _'` •-
(SEE AD-TD-O.^D!' 7D_cENERAL NOTES) FOR Ron ON rROUlo ANwSlOR wSTALLAMON.) - 1 [APPROVED BY
L INSTALL A PER AT EARN END OF THE SN MALL JOISTS (PER THE ABOVE DETJ1115,,. - • '�
0. MfcN SFF�1RNtil IS LOCATED ABOVE A SOLN lGDER (RILL FEI(iiT Oi055-UDSFP) NO -
TE-DOrV STRAPS. OR PEERS ARE REOUFiLD (ALL SNFARrtALL ON
CONFICURATWNS ALL ONES : ��
AND ALL D?O.RM). r+ .
♦. TIE-DOW4 STRAP REOUIRED AT EACH END OF JOISTS, ALL Do, �/MI COHFIOJRADONS. +�i ^i. ' .' • . • ^ ����z I ' �•
5. CEILNG S`10W1 FLAT -OPT CAT!'EDRAL OR SLOPED CEUNG MAY BE USED. i�• �! �,�C>`�� if�clw�s►c-;�:�wt
G. FULL WIDTH SHEARWALNS ARE SHOW IN THE DEUE•ABOVE. HOWEVER, ANY LENGTH ''' �A!l/l►1il!11�t1C````,`` cocTa:Rr~Aeu•. wx.�6
OR CONFIGURATION SHEARWALL MAY BE USED. I
NOTICE: DRAWN BY: DAIS REV. LETU*.
JACOBSEN HOMES >!+� SPECIFICATIONS AND DRAWNGS ARE R.R 2-6-96
0"0" PR•JPRRTART, Am CDN:IDCNTIAL DRAVANG TITLE:
P.O. BOX 368 MATER.S cc JACOBSEN MANUFACTUR:NC 08L. S W CONFIG. TIE —DOWN
e!G SUOi MATERIALS ARE PROYM D TO 4E
SAFETY HARBOR, FLORIDA 34695 REOPPNt FOR SP M INUIPM:S AND IAISI EE ORAVANG NUMBER:
Emirs PHONE (813) 726-1138 lur cO Iviat Am m-cav FRa! cous. AO-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 .
CONTINUOUS AROUND JOISTS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
N 15 A TRIPLE WIDE RAPIER,
APPLICABLE TO STANDARD
ILE WIDE TRUSSES
4D VIEW
X .03Y TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS %HEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
Q TO r
NOTES: ENGINEER APPROVAL- DAPIA APPROVAL'
1. MUND ANCHORS TO BE RATED FOR AN LILTWATE LOAD OF 47251 (3150 DESIGN LOAD]
(SEE AD-7D-D001 [TO-MERAL NOTES] FOR NOTES ON GROUND ANCHOR RISTAWTION.)
2. INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER TIE ABOVE DETALS). APPROVED BY
3. WHEN SHEARWALL IS LOCATED ABOVE A SOUD HEADER (FULL HDGHT CROSS -MEMBER) NO �j
TIE-DO►N STRAPS OR PIERS ARE REOURED (ALL SHEARWALL CONFIOIIRATIONS, ALL ZONES 1
uro ALL Ex�osE,REs� //fl �f �
ONrP
4. TIE-DOA:E STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS John C. Doeden, P.E.
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING WAY BE USED. ]5133 C. R. 22 I; \..�.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR CONIFIGARATION SHEARWALL MAY BE USED. Goshen, IN 46526 0 "o ""ArosamiTw.,►x
7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE %1DE SECTIONS
JACOBSEN HOMES
NOTICE
THESE SPECYICATIONS AND DRAWiN4i ARE
DRAWN BY:
R.R.
I DATE:
4-09-96
REV. LETTER:
P.O. BOX 368
ORIGINAL PROPRIETARY. AND CONOIOQRIAL
MATERIALS OF JACOBSEN MANLIFACTLIRING
DRAWING
WN
S/W CONFIG. TIE—DOWNW_
/ \
„
WG SUCH MATERIALS ARE PRONGED TO THE
SAFEPHONE HARBOR, FLORIDA
PO
IVI SOmm
DRAWING NUMBER:
(813) 726/1384695
M miD S , rRom o
AD— TD-01)1
63
DOUBLE HEADED 3,1!
NOTES: i
I. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
,CALCS.!
NQR RQVk-
NbTlc&. DRAW Or
JACOBSEITT HOMES 71K.9 SPECMAT66 AND DRAVANZ ARE
ORONAL. PROPRIETARY. AND CDWWnk DRAWING 717LE-.
P.O. Box 368 WMALS CF 0009SIN MANUFACAMM
W. WM MATMALS ARE MONM
SAFETY HARM FLORIDA 34695 FIRFIN RA SKOK PMES W III IE KDRAWING NUMBER:mNor PHONE (727) 726-1138 KI3q OWDOMAL AND cF'!Rc'r FROM OMM
WINDZONE III
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF O.L
c ;vA - lovq,ol
tog ,o
IA AMOV&-
'PROVED BY
14INC.
MAIIUFACTUREO HOME
010N AND SAFETY STAWVIOS
M.T. I -_ -_ 12-13-03
PORCH ANCHORING
AD-TD-0112
,A I a I——
I 2:Z
K-T
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE-D(
(FACTORY WSTALLED)
FLOOR
DIAGONAL FRAME TIE
I
.I -
ANCHORING EQUIPMENT -I
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE -I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
CRIMP SEAL
(]150/ WORKING LOAD)
s
X
t
W
J
Ia•.
W
VERTICAL TIE -DOWN
TYPE 1, FINISH B, w
GRADE 1 STEEL STRAPPING o
1 1/4- WIDE h 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
OWN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CLIP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.0357 TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET '9N TO OF' THE RADIUS CUP.
C. DO "
MANO. o
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
= ENEa70357 -
ROVED BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
U41-
BY AND INSTALLED BY OTHERS- ON SITE.
- TAT
5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
�� O�;•. /� f.✓g¢�y �.. k,�.`
i� f • ...... (�
INC
C
ATION.
��
'�� 10AJ L1�E�`
a"p
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
ANCHOR BRTE-DOTM
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP).
DEVICES ARE TFED BY OTHERS
JACOBSEN HOMES
Tw!x sKanrANdi�5ll0,NO OA„wNIZ AK
DRArN BY
C.L.Y.
DATE
5-31-95
REM. LETTER
■
P.O. BOX 368
MONA. PRWKTARY, AM CONFM U1L
m
DRAMANG nTLE:
ALT.
TIE -DOWN APPL.
\I
SAFETY PHONE (813) 726� 1384595
>� T
wq w� mim No Masi rKu ODM
ORAYANG NUMBER
AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTILLED STRAP IS NOT LONG ENOUGH. -
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WTH
A WORKING LOAD OF 3150 POUNDS
to p
�f
0 d
IF NEEDED. USE VERTICAL
�� TIE -DOWN TYPE 1, FINISH B.
Ckr4l1
GRADE 1 STEEL STRAPPING
�J
f
N1TTH4ICKNESS. CERTIFIED BY
A REMSTER£D PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE
CONFORMING W11H ASTIR STANDARD
6
O SPECIFICATION D3953-91•
li
O STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
I. I- I I I I (-
ANCHORING EQUIPMENT III III -III -I I
CAPABLE OF RESISTING( -
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING III —III-I
TABLES (SEE OTHER I III -I I (-
DETAILS FOR TABLES) _
SEE OTHER DETAILS I I I I I , ; lEE
FOR ANCHOR ANGLE
kl
i
�
1N111111!}lll/�/�'/
\\\\` `. s r lI Ai
NOTES:
EPGR E,? c :�
DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
• •Q' No.-0 '•
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENTp
z 910334 -_
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
* �.,� =
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
' STATE ��� :
REV IS7=D
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
-�`r
AT10N.
��0�,'•, //V NP•' r ;'
�
I��v
1012.3196
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
THE
��i� FS+S' . ''
YCABLESSTEM E
IS
THE IP
4/��IV
ORNG
OF ETERNAL STRPYMERE
SEEERADUS CLS .
( )
IrTw
fIN14INC.
masrn,crrriANosAr�•rarAwc.iuc
NOTICE
DRAKN�Y:
DATE•
REV. LETTER:
JACOBSEN HOMES TMESE SPE0ngAIl0NS AND DRANifS ARE R.R. 10-05-96
CMDMAT AL, POF U0 OOSARY. AND UFAC HTLALNG DRAM7NG 11iLE:
P.O. BOX 368 WC. SU04 ATEfALS AK IIOV= TO IKE ALT. TIE —DOWN APPL.
WC. sva uA>ER,tis AR[ PROY1o� ro 1ME
SAFETY HARBOR. FLORIDA 34695 REOPQl1 rcR 9,Ear : RAP = No uml BE ORAWNG NUUBER:
PHONE (013) 726-1138 ivi coy wrJt uo SCm rxou orm AD-TD-0210
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUUN 'B'
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B'
COLUMN 'C' COLUMN b'
LSEE TABLE FOR MAXIMUM SPAN FOR COLM 'C' OR b' _ I
SEE TABLE FOR SPAN COL T SEE TABLE FOR MAX SPAN FOR
COLUMN 'E' COLUMN 'P COUAOI 'C
SEE TABLE FOR MAXIMUM SPAN FOR CCLUM T>
TYPE OF ANCIHORPIO REOb
(SEE AD-TD-0251,
AD-TD-0252 AND
MAXIMUM ALLOWABLE SPAN
COLUMNS 'A', 'C, '0' OR 'E'
COLUMNS 'B' OR 'G'
COLUMN T'
ZONE 2
ZONE 3
LONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE 1
EXP. 'C
EXP. b'
EW. 'C'
EXP. 'D'
EXP. 'C'
EXP. b'
W. 'C'
EXP. b'
EXP. 'C'
EXA. '0'
EXP. 'V
EXP. 'D'
2 - 3150/ ANCHORS
43'-0'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
33'-9' '
2Y-7'
4S-O'
29'-6'
33'-9'
23'-7'
1 - 3150/ ANCHOR
21'-6'
14'-9'
16'-10
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
1 - 4000/ ANCHOR
27'-3'
18'-9'
21'-5'
W-0'
21-3'
18'-9'
21'-5'
15-0'
27'-3'
18'-9'
21'-5'
NOTES:
ENGNEER APPROVAL:*
DAPIA APPROVAL:
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
5r�
JOhl C. Doeden,1,E:
15133 C. R. 22
OVED
APPRBYA
JUN , 5
'N"APA",I�
lww z„aINC
Goshen, IN 46526
JACOBSEN HOMES
Comm
P.O. BOX 368
SAFETY HARBOR RORIDA 34695
PHONE (613) 726-1138
THESE SPEO,C,n S'� DRAB ARE
ofeCNAL. PROPRIETARY, AND COw1DDIw
MATERIALS OF 040M MANUFACTURING
HC 20 YAIERA S ARE PROVIVEEI) TO 11[
KOPCHT FOR FEWC R/6OY5 NO MUST IE
PVT CMfMt E AID IOU IRa CTNDIS
DRAWN BY. C.L.Y.
DATE: 5-31-95
REV. LETTER'.
H
ORAIMNG TIM
COL TIE —DOWN APPL.
DRAMNG NUMBER
AD— TD-0250
67
n ADDENDUM
COLUMN TIE —DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
=—Tf-f—=1 T 1=Trl
35. I
A I I-1 I I I I I-
111-1H
INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO 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 MIAs —WIDE
VERTICAL TIE —DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
35' ANGLE
ATTACHED TO TWO
ANCHOIRS . 3150# EA.)
EN Vu n_ - • DAPIA APPROVAL
�r�G.ER
ST
Q No. O
ENE8703571
�,9/0NAt E
AP F !:oC *,.; ED BY pri,, —
r AIN 1 5
,,Nlf
m� u*%fAL mofi �NC
=M7u m"sumsmou
JACOBSEN HOMES
NOTICE
msE rEonCATM ARA ND DMNQS ARE
OaoNAL PROWbETAAY AND cOruntnllu
MATDTUIS OF IlCDeSLTI ll AC.r..
BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER:
ORAWWG n1LE
COL. TIE -DOWN APPL.
„ P.O. BOX 368
INC SM MATEIaLS ARE M MM TO THE
DtAwwG NUMBER AD-TD-0251
SAFETY PHONE (813) 7226-1133695
I�OP�T COI:D�DI � � AM K on[1as
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
101
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPUED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI—MDE
FLOOR
VERTICAL TIE —DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE k 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (3150#)
..a1111111111".
No.
RE87
, t6/ yr
�Pss70NAL E .,11.
APPROVAL
-
PR BYE
JIAJ 1 5 1�95
ING
N077CL BY: DALE REV.IETIEIt
MESE E.IR JACOBSEN HOMES 1WEanunas AMDUUMGS ARE C.L.Y. 5-25-95
*%MAL PROPWETARY. AND CWWT41 DRAWING TIRf COL TIE -DOWN APPL.
YAT
P.O. Box 368 YIITDMAtS OF JACOM YAMUFACMUC
,I W.RKH MUMS AK PRONGED TOM
SAFETY HARBOR, FLORIDA 34695 REaPIXTFatSKCFICPUiPC4S"MWBE DRAINING NUYBER
PHONE (813) 726-1138 tarn CONWR& NO SEw nmm one AD—TD-0252
69
ADDENDUM
N,
COLUMN T IE- DOWN APPLICATION
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
u
V
u
N
V
COLUMN S TRA PS
SINGLE GRO ND
MARRIAGE LINE OF MULD-WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91•
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
NOTES: ENOID �_TVC. L),o �,��''' DAPIA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED Eq r, ,
BY AND INSTALLED BY OTHERS- ON SITE. �:•Q� (gip, FO'4 s PPRO /ED BYE,
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING Nr:$75
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
a ATION.00
- _-
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS INC.
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ���0�;•. //�?
OF EXTERNAL STRAPS OR CABLES. '.,�� 4e�'•: •O .p•� • y�\a`.`���TM�+
JACOBSEN HOMES I NOTICE '"F FDIMINlar. DATE REV. LETT
1NESE SECIFICAWG AM DUN= ARE C.L.Y. ER:
5-25-95
■ ORIWAL PROPWARY. AND COM1D011UL DRAWING TInE:
P.O. BOX 368 MATMX310F JACOM MIAIFACMUG COL. TIE —DOWN APPL.
„ SAFETY HARBOR. FLORIDA 34695 aOrt F aASKOX R WCMS NO 061 K DRAWING NUVBM
PHONE (813) 726-1138 XM Co WR4 AM sTa+fF FROM 0111m AD-TD-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN $�
f- - - - - --
SEE TABLE FOR MAMA SPIN FOR COLUMNS 'A' OR b'
'CCOLUMN b'�
�COLUMN -
APPROVED BY
I I
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b' _
SEE TABLE FOR SPAN COL 'F SEE TABLE FOR MWL SPAN FOR M
I
FED LNUINUFACTUREDHOWHOFIc
RUCTION AND SAFETY SWIDAP.OS
MAR 0 3 199g
COLUMN 'E' COLUMN 'F' Ca m
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMN i
MAXIMVM ALLOWABLE SPAN
TYPE OF ANCHORING REID
(SEE AD-TD-WI.
COLUMNS W. V. b' OR 'E'
COLUMNS b' OR 'C
COLUMN Ir
AD-70-M2 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TO-W4
SEE NOTE 1
DP. 'C'
EXP. 'D'
EXP. 'C
EXP. b'
EXP. W
EXP. b'
EXP. V
EXP. V
D(P 'C' I
EXP. V
EXP. 'Cr I
EXP. b'
2 - 31501 ANCHORS
31-4'
25'-6'
29'-4'
20'-4'
37-4'
25-6'
29'-4'
20'-4'
31-C
25-6'
29'-4'
211(y-4'
1 - 31501 ANCHOR
18'-6'
12•-10'
14'-r
1O'-3'
18'-6'
12'-10'
14'-r
10'-3'
18'-6'
12'-10'
14'-7'
10•-3'
1 - 4OOD! ANCHOR
23'-8'
16'-4'
18'-i
13'-0'
23'-B'
16'-4'
18'-i
13•-0'
23'-8'
16'-4'
16'-7'
13'-0'
REF. CALCS. c �✓ /� - ��� �(
NOTES:
ENO �.,,
qQ. , G%sl •Fly
DAM APPRW 0 3
"BAR
1. SEE AD-7D-0251, AD-TD-0252 AND AD-TD-0253
y,,.
;'Q� N0. �� •'•. ��
pPPROVEO Bll
FOR SPECIFlC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
910334 -
•:
=
INSTALLATION.
���
OF :
STATE
INC
JACOBSEN HOMES
NO -cm
TRESS SKO►ATIM NO W1ANIM ARE
°RA M.T.
DATE: 2-9-99
REV LETTER
DRAWING TITLE:
184 WIDE COL. TIE -DOWN APPL.
P.O. BOX 368
MIQNAL PROPRIETARY AND ORfOM
MAWFULS OF JACOSSM MANUFACTIAM
SAFETYOAR( FLORIDA26-138
w- TD USUCH MATERALS ARE PROW E
NO WST SE
KEPT
1 ORANtNC NUMBER:AD-TD-0254
27)
W MPS nmu com
71
� ADDENDUM
TYPICAL SINGLE `;0WIDE TIE -DOWN PLACEMENT
0
f
24'
l7e, n
SEE NOTE 2
A B C
LARGE OPENING 24'
SEE NOTE 1
n n n n
LW 24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCI0
BRACKETS (SEF 7 DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXOMUM SPACING ALLOWED
ALSO SEE NOTE I
STANDARD VERTICAL 11E-DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF Z-0'
(241 FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TE-DOWN SPACING ALLOWED.r
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACINt;;
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM 11E-DOWN SPACING REOM ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOLIMMENTS.
JACOBSEN HOMES
I THESE SPEon
ORIONAI• "
„
P.O. BOX 368
MATERIALS
MAT
SAFETY HARBOR. FLORIDA 34695
REO'ENT rOR S
1
PHONE (813) 726-1138
KEPT COMDERI
uc. luuull���
1)
15TEp'��
ENE8703571
• Am,
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
NOIICEk I DRAWN BY.
MCM AND DRAMMS ARE
SETART. AND COiMMIAL
IACOBgN YANXAC7"0
ULS ARE RTOWOD TO THE
` X RIPMES AND IAAT
L AM SECRET IRON OTTERS
)ROVED BY ! '
or Jill I.5 Im
i.:AINC
r•,ayarnawaym
C.L.Y. I
DAM 5-31-95
TYP. SINGLE WIDE T/D
AD-TD-0300
A
.72
ADDENDUM
TYPICAL MULTI- WIDE TIE- DOWN PLACEMENT
SEE NOTE 2.
A B C
24' LARGE OPENING 24'
SEE NOTE 1
n n
COLUMN SUPPORT TIE—DOYM STRAPS REOURED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENPIGS GREATER THAN 48' IN YAOTH.
MULTI —WIDE FLOOR SHOWN
SEPERAIED FOR CLARITY
L
V J24C
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
DRAMS (SEE TIE-DOMM SPACING TABLES -NORMAL
IUD/OR ALTERNATE- FOR MAXPAN SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANDiOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2W
(241 FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, ALL TIE—DOYN STRAPS AS SHOWN IN TE DETAIL .````����� 11 � ;����.
NOTES:
Ilj i RO4A4 `hiF :N.;p
DARA APPROVAL
I. LARGE OPENING = ANY OPENING HIDER THAN MAX. TIE-DOYM SPACING ALLOWED.
NE871D3571
OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAq ,
SO LONG AS,, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICAL/FRAME
TA F� OF ;'
4,
J
���'• g q(q :
1 5 10
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
-,,'�F �ti fAN•a�`���'
n'�
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
''•,� Ss10 • .. .. ENG` ����
�� I I V
4. SEE AD-TO-0001 FOR ADDITIONAL REOUIREMENTS.
dpQgMpMiil�tl�nE—DOWN
110'""Tf°10Mp
DEvIMS ARE CERTIFIED BY OTHERS
J AC 0 B S E N HOMES
THESE SPSOMCATITIoORS AND DRAWINGS ARE
DRAWN BY:
C.L.Y.
DALE
6-1-95
REV. LETTER
DRANiNG TITLE:
PP. MULTI -WIDE T/D
P.O. BOX 368
ORDINAL PROPRIETARY, AND OONFIOENTIAL
MATERIALS of �BSEN UR"ACARCNC
/�
„
SAFETY HARBOR, FLORIDA 34695
WG 10 YATERULS ARE PRONOFD TO THE
RTCPENT FOR SPM MOSES AND VM EE
IH+
DRAWING NUMBER
PHONE (813) 726-1138
ISPT Cp mnAL NO SECRET FR= OTHERS
AD-TD-0310
73
SEE DETAIL - 'A'
SEE DETAIL - V
SINGLE WIDE TIE —DOWN
MARRIAGE WALL -
OPENING TIE -DOWN
IEQUIRED AT OPENINI
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
FRAME TIE -DOWN
DOUBLE WIDE TIE —DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN I
A & B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
I (REQUIRED
I
WIDE TIE -DOWN
FRAME TIE -DOWN
OPTIONAL�ATGS
PULL DOYN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A'
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND"
BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
IY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (31so LBS. MAMMUM
Ir FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 1/4' X .035- MINIMUM
Z)NK COATED STEEL STRAP,IOR EQUAL WITH 315o{
CAPACITY MINIMUM) K L.S= 4iZS a uLT,mm E
L-oao 04rpClT%j
�\\ttlfff/
NOTES: ENQ, ��F ,+� DAPIA APPROVAL
1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL �� �O; i'�►�Le1Q;4? . /ji
OPENINGS GREATER THAN 49 INCHES. & UP To 17r-[," T1e1BvT O° 0 : : APPROVED BY
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR 3 P� f R0. c."";5;S; t 2-
ANCHOR AND CIE -DORM PLACEMENT.
3, SEE DETAIL 'A' PAGE MR TYPICAL I -BEAN STATE OF I1S 9C�VPINPIER CYNiSIItUCIION a P:' ,�� v+
c o , .w . FEUMUANUFACTWONOW
NOn
JACOBSEN HOMES TNESE SKa*DM NO MUM ARE BY. RR °A� 10-31-95 REv L>nER
UMNAL, PROPRIETARY, AND CWMTlu DRAWING TITLE
MBSEH AMALS OF JACOMANLIFACIMNC
P.o. eox 365 W_ 9XH WERUES ARE PROMM TO THE ZONE 111E-DOWNS
SAFETY HARBOR, FLORIDA 34695 RECRENT FOR SPfM PIfIP00 Me KW K DRAWNG NUMBER: -
PHONE (913) 726-1138 I\PT CONrWnu, APO SECKI FROu OHM AO-Z1-0001
74
75
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^.
THESE T� AM DRAW= MC
UKAI➢+ or. UAIL;
M.T. 2-1-00
K.. «••��.
DRMNA4 IRO OUMT. AM MFEUVAL
UAXPiag Ot J►MUN UAWfACTJWC
DRAmK 717LE:
ZONE 1 INST.
„
P.O. Box 360
1NC. RM WAIMAM AA[ PRONO[O TO THE
LORID 34695
SAFETY NPHOE
DAAMNC NUMBER:
(2) 726-1138
I�I�aOaU o1�A�O�Ift�O�ROUE
/!,p-Z1-0100
77
ADDENDUM
FOR liNTERSECTING UNITS
MAIN UNIT
DORMER
72 i
LONGTUOINAL TIES ONLY REWIRED 0 EA. HALF
OUTSIDE BEAU THIS END, EXCEPT FOR ZONE 3
I
s
EXP.'0' THEN 2 REWIRED EA HALF
1.0 I
I (IE. ONE EA. BEAM, ETC..)
VERTIM AND DIAGONAL TES INSTALLED ALONG
TRIPLE WIDE THE SIDEWALLSSAME AS THE MAIN .
OR QUAD WIDE I VERTICAL TIES AT CENTER LINE REWIRED ONLY
SECTION(S)
AT COLUMN SUPPORTS PER DOUBLE WIDE
a I
I CONNECTION REWIREMENTS.
24" WAMM SPACING TO FIRST SIDWALL TIE
FROM EACH END. OF THE UNIT (SAME AS IYP.
«<3nnn11LLL I
DOUBLE WIDE TIE -DOWN REDIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIOEWALL TIE-DOYMS MAIMUM HEIGHT}
;70NE 2 ZONE3
EXPOSURE 'C' 90' 56'
EXPOSURE 'D' 39- 46-
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL.
(EXCEPTION: NAMJNG ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
NOTES:
`Oet�u r \vA� •E., .V� ,�
S
uAnA ArrKurnL
1. FOR WAD SECTIONS. EACH DOUBLE SECTION' OF THE UNIT SHAD. BE DESIGNED
�,Q�G No.R�o _APPROVED
BYP� .,.;
INDEPENDENT OF THE OTHER STRUCTURE. (IE. SHEARWALS, TIE -DOWNS, RIDGE-
;' EN 0357 '•
/`"
BEAMS, COLUMN SUPPORTS. ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
— —
.TUN 1 5 1M
9p' S A �yF
�; •AvgL �. .,
""-,ss/onrat
IMPAYAMOACiM KIE
AKIN il it
JACOBSEN HOMES
NOTICE
THESE SFECOCATIONS AHD DRAWIGS ARE
DRAWN BY:
C.L.Y.
DATE
5-16-95
REV. LETS:
DRAWING TITLE:-
ADDENDUM —INT. UNITS
P.O. BOX 368
MORAL, PROMIJARY, NO CC+1/100 IK
MATMAHS OF JACaeSENIMNAAFACiI UC
SAFETY HARBOR. FLORIDA 34695
WC1CH 9MATUMS ARE iROMOFD 10 THE
MO VIT Fa SKOM PURPOSES ND KW BE
DRAWING NUMBER
PHONE (813) 726-1138
WT COIfMTK NO SECLu nHa omm
QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI- WIDES
CENTERLINE CONNECTION FOR QUAD WITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DUALS).
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERIMETER RAL
OR ROM BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
e X LENGTH OF ROOF SSECTIONS
NAY BE OVERLAPPED 2 MN )
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAW. OVER GALV. STRIP.
(SEE NOTE 1)
30 GA. CALV. STEEL STRIP
SECURED 1NTH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " - O.C. MAIL SPACING (TYP.)
MIT
3/8' X S' LAG SCREWS
18' O.0 (ZONES 2 It 3)
STAGGERED .
DAPIA APPROVAL:
NOTES:
— —�, ��--' •�� ''%
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
Q' No. O '•
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
_
_ ENE8703571 •
.UN 1 5 IM
STEEL STRIP MAY BE CONRMIOUS OR PIECED.
A�•�
2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND INSTALLED ON 97E AFTER
_-
'.
'• '��
INC
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
'�. ''��
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP
FROM ONE SECTION TO THE NEXT.
�' • D I A . ��•
•
'��'�i�s/ON
a 1 �N����``
- -
NO77CE: #Ili 1DFi1►'Mvt. DATE H1v. �Iuec
JACOBSEN HOMES RIEsf VEonCATM AW DRw� AM C.L.Y. 5-16-95
mom MAT AS. POF ACART. NII OOtOl MUGTLAL DRAWING TITLE'ALT. ROOF ASSEMBLY
P.O. BOX 368 YATTRIINS of ,111C089i11 MANIFACIUFEIIO
NG SU01 MAT174 S ARC PRONG) TO THE
SAFETY PHONE BOIL(a13FLORIDA 4695 roR y lL PUS MID EJK DRAWING NUMBER: WADAD02
79
M
E I F
E]EINF]
EIVFr-1
ElEl
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8