HomeMy WebLinkAboutSET UP MANUAL ADDENDUMET -UP MANUAL ADDENDUM
SCANNED
BY
5t. �`Luciia Cbm-
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JA;
OBS N
HOMES
1I 600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727).726-1138
NOTICE
ese specifications and drawings are original, proprietary, and confidential materials of
Jal obsen Manufacturing, Inc. Such materials are provided to the recipient for specific
pZoses and must be kept confidential and secret from others.
FILE COPY
R"",^°
ALL HOMES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C .
EFFECTIVE MAR � CH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
1
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOUNG APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
DUCT SUPPLY OR RETURN
ZOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AIAOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT -DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION -INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
A PROVED BY
'm 1 5
(NG,
NOTICE` DRAWN BY: DATE REV. LETTER:
JACOBS EN HOMES mm snonCATIM AND DRAWINGS AMc.�.Y. 5-30-95
ORIOM PROPRIOMY. AND CONrmuAL
YAMU S OF JAC08MN MANUFACTURING EXTERIOR n11i EXTERIOR A/C DUCT
P.O. BOX 368 MG W01 YAIFRKS ARE PROWO TO THE
SAFETY HARBOR. FLORIDA 34695 FCMTT rCR PURPOSESFit�0 MT BE DRAWING NUUBER: AD—AC-0001
PHONE (813) 726-1138
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO Dlscc!dT!"IUE
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
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (013) 726-1138
NOTICE:
DRANK BY:
THESE SPEOMAT"S AND MAW= ARE
WWI, PROPR[TARY. AND 00lf10 MAL
DRAWING 11
MATERIALS OF dACOBSEM YANUFACTUmiC
W_ SUCM MAIEFOLS ARE PRWAED TO THE
RECPOIT FOR SPECFIC PUWM AND MT K
DRAWING N
PVT COKWRk NO 1=7IMDfI CrAM
APPROVED BY
IN 141N(.,N,
PIOOIIt 11M{/+�C411m MY(
07/AR7� AMi iMOT i41 W ILL
C.L.Y. 1 _ 9-28-95
W.H. VENT. SYS. B
AD-AC-0100
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
0.1310 } -
NAILS OR 7/16- X 16 GA.
STAPLES PER TABLE:
0.016- X 1 1/2- MIN. STEEL
STRAP 0 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
NDS01
(ALL ZONES)
(ALL DMWRES)
n nno wunr
FOR GAPS IN FLOOR SYSTEMS
TO I/fl, INCREASE LAG LENGTH 1'
AND FOR GAPS TO 3/4% INCREASE
LAG LENGTH 1 1/2'.
STALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
1 4' TO 3 4' GAP
WOOD SHIM AT ALL LAG
LOCATIONS FOR LAG SCREW TO 1
THROUGH AND TO KEEP CONNEC
TIGHT. (SEE NOTE 2)
MID ZONE
Dp=K
3/a' X 3 1/r LAG SCRE1
MAN" WONG
30 ,GA. SIRAP FASIEIED W/
7/14' X 16 CA. STAPLES
1 MAX" SPACIRG
WO ZONE
EXP0M
UlN M "OR R OF FASIEWW REAM
-
0.131' x 1 1/r NALS
7/1Ni X 16 GA. STARES
10
Ir O.C.
2 1/4' 04
Yr
3
S
b'
17' 04
1 7/e o c
b'
4
7
J
V
1a' 00.
r Ca
J
4
7
b'
le at.
1 1/Y D.C.
b'
5
a
NOTgSw ENO NOR APFROVAU
1. 1' WK MCMATO 6 REQUITED ON STAPLES FOR MIL 00.O1i' STRAP.
2. WOOD SAYS TO IE WED FROM SPF 03 MIL OR UTML
�3' X 4' X GAP ■DTH LDK S ZO �5-
DO OR PLYWOOD MAV TE USfD F TF1w= EQUALS GAP LOTH-r x 4' mx sO John C. LN06CI n, Nz.
3. IOS' 110 M1A1 SCESUL HM. ,K2 Eng norincg,
4. SEE OTNER DETAU FOR SEMM FLOORS FOR M II PAWK
APPROVED BY N
Revised
May 24,2;006
00oINC.
FEDEIML MMUFACFURED MO AE
[ONSTMUCFION ANO SAFETY STANDARDS
I
JACOBSEN HOMES
Kamm�+
nest 9EdIG10lS SOau�Aes AFt
er:
M.T.
DATE:
OS-22-06
REv. "!7
601rq
URMU4 PROPRUART Aw 9MVEMx
MATEMU kV A° OM UNWACASM
MAW 11R M/W FLOOR FASTENING
C,
P.O. BOX 36a
Ri- 301 MAIEIUMS ME FWAXD TD M
SPHPHONE HARBOR. 72266-ro1138
NO K
0RA1M'G N0�
�
1095 �o0tmF� � NIM OHM
AD-FA-0001
4
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
.131" X 3 1/20 MIN. NAILS
8- O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
NOTES- DOW APMAU Dw AFtoFaft.
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED BY
000oEXTERIOR WALLS, S Z GbON Revised
flay 24,2006
John C. Doeden, P.L. INC.
K2 Enakmering. Irto. iEDEMI MYIIKACI{IREO HOME
COMSi11UC71011YO LFET' STMWADS
JACOBSEN HOMES
r.a Box ace
SAFETY HARBOR, RMA 3095
PHONE (eta) M-t13a
>m � mum m
OOU. F.Or1E M% AM
wow
W. 3= KAMM m mw m In K
Iowa sane ftww AD sat E
gar mEmr�" sm nm com
°�"'" or M T
°"'C 05-22—Os
'�"" `�
B
My" and
M/W WALL FASTENING
DRATIMIC RAM
AD-FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
30 'GA. GALV. SiM STRIP I
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MAX. SPACING).
30 GA. GALV. STEEL STRIP
V X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
WND DEFLECTORS REMOVED FROM
AAG SCREW SET BACKS ROOF IN MNAL CONDITIDN,
FOR TRIPLE WIRES EXCEPT FOR STAPLE HOLES.)
Fart DOUBLE wloEs� PAN MEW
1 4' 2 3 4'
3/6' X S' LAG SCREWS seLAG SCREW ME BACKS
TRIPLE WIDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES
INSTALL LAG SCREWS I SEE CHART ON AD—FA-0001 FOR TRIPLE WOES
ATSTAGCERfO I FOR MAXIMUM SPACING
214' 234'
� 1 4'T034"GAP
ROOF PERW-10 RAILy
OR RIDGE BEAM
(FOR ROM BEAMS SEE NOTE /4)
CROSS—SECTION J �— INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF LENGTHSYSTEMSI- LOCATIONS FOR LAG SCREW TO I
TO iFOR INCREASE LAG NCRE 1' TROD AND TO KEEP CONNEC'
AND FOR GAPS TO 3/4', INCREASE
ND$Ol LAGTIGIiT.
G LENGTH 1 1/27. (SEE NOTE 2)REF CAL.C. PG.
(ALL ZONES) CROSS—SECTION , (W/�AP) C WA- 91.01- 91.
(ALL EXPOSURES)
NOTES: NOW APPIWAL. DAINA APPROVAL-
L 2 Ili' MOL PDIEMION NTO RECMM MOM IS REQXKD FOR LAG mamma,
2 WOOD SIW 10.6E RIPPED FROM SPF j3 MN. OR DELI I APPROVED BY
r X C X GAP WIDTH MIL SIZE)ON
�O® OR PLYR000 MAY K USED F MWESS EOUAIS GAP 1110% 4' X 6' UK sra) r lRevig
24e20
3. SEE DIM DUALS FOR OMMFLEING ROOF NM ECTIO L
4, *0 PISTAU .NG A LAG sC10 KM A RIDGE KAIL, FVW-M'A 3/6' L1EWNCE John C.ftn, P �. I INC.
HOLE TiROM THE RtST RLIGE BEAK SEOMO-M A 1/4' HOLE h OGH K iC? EngWieern tq, Inc FEDEFNR L WANUFDUAEDI HOME
REOF M WM KM FM X MAD D POW DF LAG 9= MN LN & ARE CONSTRUCTION AND SAFETY STANDARDS �
Fat 3/W LAG SCIRM *LT
S 10r YAJOWY SnE.XAII HEIGHT. -
JACOBSEN HOMES I Im 3KCMnWO AM DRA••s W DRAM 6r. M.T. DATE 05-22-06 "m `m
aRDHu. FRWKTAR', AM DOFFotxnA< DRAWS TITLE
��► PA eox 366 „- � y„M m 10 M/W ROOF FASTENING
THE C
SAFtW
WTSMO�°�c ""� PHONE 1) 726-138 EWu� FE AD—FA-0020
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL RIDGE CAP COHERING
LENGTH OF ROOF (MIN. f OVERLAP AT SEAM) CENTER OR MATING LINE
WITH #B X 7/16- HEAD X f FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I'
I
I
I
I�
I•
I
RIDGE CAP ---I'
1•
I
I
I
SEALER STRIP BETVIIEEN RIBS
OR CLOSURE STRIP RUNNING
EN11RE LENGTH OF ROOF
EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(AL- 6)
I
I
I
•B X 7/16' HEAD X 2'
FULLY THREADED SCREW
(NO MORE THAN 12' O.C.)
•I
I
I �
I o
•I Q
ui
N
8
m
m
U
I METAL ROOF PANELS STOP
APP. Y FROM CENTER LINE
I ,
'*-30 GA. GALV. STEEL STRIP
5' X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED PATH 7/1C X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEES CHART ON AD-FA-OD01 MAX SPACING)
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
APPROVED BY
2. STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9- O.C. RIBS.
V �j
ON
Selz 10,2008
PEW�
4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
C% �i;, F'.�
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN
• g, Inc
FEDERAL IIANNFACrNRED NOTE
CONsrRUMON AND SAFEry STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMESImm
WAM W. D.M.T.
08-25-06
P.O BOX 368
Alm
°� T METAL
ROOF RIDGE CAP
3095
PH NEE((81133)
pm 8= yows ME mm 10 nE
a"
°�Vws +
726-1i138
cavlo Am m amEm �
AD-FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
AMA APPROVAL•
PROVED BY
1 5 MI
ING
I�uciwwaWrnswovl(� i
ORAMI BY. DAIS: REV. LETTER:'
JACOBSEN HOMES TIESE 9'EOMATTI S AND ORAWNTS ARE C.L.Y. 6-5-95
OWNAL PROPWARY. MM 0XIDINIM DRAWING InE M/W ROOF SEALING
P.O. BOX 368 MATERIALS CF rI YANNACARNG
,I Nc 9" MATERIALS ARE FRONDED TO TIE
SAFETY HARBOR. FLORIDA 34695 MOW TOR FED RAVU AID KW DE
PHONE (813) 726-1138 IVT CONFIDOITIAT NO SE001101 OTlati DRAIMIFIC NU48ER AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
11
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
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)
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
AP
ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
5
(EXCEPT FOR STAPLE HOLES).WS
INC
a wo sNm stNalGO
JACOBSEN HOMES
NOTICE
sPEanuTloes AND 1YNfS AUtE
DRAIN BY: �
C.L.Y.oRA
DATE:
6-5-95
REV'Tr+ESE
aeGNAL, PROPRIETARY, AND 9OfaIDO1TIAL
MATERIALS OF JACOBSEN MAMIFACTLRWO
DRAMNG TITLE
M/W ROOF SEALING
P.O. BOX 368
Ol_ 201 MATERVIS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
RECPCNT FOR SKCrc PIMSES NO KW K
IVT COIiWnk AM KOM rRa OTHERS.
OWING NUMBER:
AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH• INSTAIJ.ATION
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2 INSPECT THE METAL RASHGNG N THE HEARTH AREA TO L49JRE THAT IT HAS
BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETMEQI THE FIREPLACE AND THE HEARTH].
1 LOCATE THE HEARTH EXTENSION (SIPPED I = IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A CAREFULLY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION N FRONT
OF THE FIRDUCE ASSEIIIBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 1% 1 2' WOOD SCREIVS.
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
MATH A NON—COMBUSTABLE CAULKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
I
TYP. HEARTH J
(MAY BE SHIPPED LOOSE)
i
NOTES:
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
JACOBSEN HOMES
Nonce
THESE SPECIITCIITIONS AND DRAYANGS ARE
OfEQNAL. PRWFAETARY, AND COWWRAL
„
P.O. BOX 368
MATERIALS OF ,IACOBSEN, MMWACTLRNG
SAFETY HARBOR, FLORIDA 34695
W_ SUCH THE
FIMIENNT FCR � q�FPoO NO PROKED�T K
PHONE (813) 726-1138
IVT CDNFWlK AID SEOV ERN 0M
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA APPROVAL:
APPROVED BY
NIPJUN 2 8 1995
ANC
RDEML YNAiACI{I� IK
iOODUC7p AIO SFFIIT iSMOMq
C.L.Y. IDATE 6-16-95 REV. LEI
SHIP -LOOSE HEARTH
AD-FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes.' You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QED
WAR t 5 2003
NIPINC.-
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANOAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED EY
INC.
FEDERAL MANUFACTURED HOME
COMURUGMANDSAF EN STMDARIDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH.' TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD `\ \\ \ `N, \\
FOR SHEATHED TRUSSES
L
SIDEWALL = MARRIAGE WALL
3/8- MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
\ \ \ \ \ \
\ \ \ \ \\ \ \ \\ \
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUHS), ATTIC VENTALATION. 3/8" SHEATHING TO BE INSTALLED ON -SITE
I
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS. YAINDZONE III
(18- X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) (110 MPH) ill
ALL EXPOS'RES
NOTES: ENGINEER APPROVAL: DAPIA APPROVAL
-
1. 3/8' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2- X 16 CA. MIN. STAPLES 1 1/4- O.C. AT PANE_ EDGES AND 3- O.C.
Al ALL FRAMING MEMBERS. (NO CLUE REQUIRED) APPROVED EY
MAT I
A a S INII�'C-
ek V` IT C. fEDERAI MANUFACTURED HE1ME
CONSifg1 KM AND SAFETY STANDARDS
I
JACOBSEN HOMES lmsE SPECIFlCADDNSLCEAND DRAWINGS ARE AY: R.R. DATE- 4_27_98 V' lET1ER:
pitIGINAL PROPRIETARY, AND CdJFiOENDAL DRAWING TITLE:
P.O. BOX 358 I INC,SIALs of JACORIALS SEN MANDFACTO TK TRUSS SHEATHING
C. 91ClI MATERIALS ARE PAONOEO TO T11E
SAFETY HARBOR, FLORIDA 34695 RECFRNT TOR SPF.CNX KwomS AM MUST IIE ORAMNG NUMBER:
PHONE (813) 726-1138 irEPI CONnoENlui AND SFM. fRou OTHERS. AD—HR-000I
12
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HINGED ROOF DETAIL
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AND -
AND A MIN. 4 1/2' VA07H OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTiow,
(THIS IS TO BE DONE BEFORE RAISING MINCED
ROOF SECTION.)
\l F
UNDERLAYMENT TO BE GLUED 3' MIN.
ON BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X r BLOCK BEHIND 2 X 6
OVERHANG FASCIA BOARDS AND SECURE WITH
3-18 X 3' WOOD SCREWS EACH SIDE OF GAP, APPROVED BY
\ Revised
• \ Nov 30,2006
• INC.
\ • FEDERAL MANUFACTURED HOME
CORSTRUCRON AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WINDZONE Ip
(110 MPH)
ALL EXPOSURES
NOTES:ENG#W APPROVAL- DAPIA APPROVAL:
1. BRACE 06D ROff SECTION N THE RAISED PWTION BEF 9 SIVIONG HINGED
KING POSTS NTD P49TION.
John C. Doedw P•IL
K2 Enonmt*
DRAIN BY. DAIS REV. UTtEiC
JACOBSEN HOMES >a- ►,�xOT"IATDCE WAWM AM D.T. 10-02-06
CROUI PRCPR![TART, AW 0uilO0MX DRAWA MU .
P.O. Box 36e I wTsnAas Mtassn YANXACRlRMC HINGED ROOF DETAIL
tN< Sna YAIFAWS ARE PROMDEO ID THE
SAFETY HAR(OR;FLORDA3 4693 OW DRAIANG NlA� MPHOW AD—HR-0003
14
ALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN -
F CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK ---�
ONE-PIECE SHINGLE
UNDERLAYIMENT
r MIN. OVERLAP (TYP.) zo
r—, n r1
I I l i I H
I I I 6' MIN, TAR AS SHOWN
.(APPLIED ON SITE)
I I z
SEE NOTE #3::::.::. _
�j ...
1 1 �• .
I I 3' MR
1 1 1 I I I I- .•--.
i
SEE DETAIL 'A'
I � � I I � I � I ; I C I �— �•...
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15f FELT AND SHINGLES.
WINDZONE III
(110 MPH)
ALL EXPOSURES
I DAPIA APPROVAL'
NOTES:
1. CE:- MNG OF 151 FELT IS NOT REWIRED IN ANY AREA EXCEPT WHERE NOTED. FELT IN PLACE UNTIL q PROVED BY
STECA 2 FANG OF 15j FELT IS NOT REQUIRED. (FASTENERS APPLIED MUST TO HOLD
SHINQI.ES ARE INSTALLED.) Sep 20
3. D THE FIRST LAYER OF ON SITE 15 j FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOFNFEDE
INC,
4. INCLUDED EO IN THE HINGED ROOF ADDENDUM ARE DETAILS- AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT).
AD-OODZ, AD-HR-=. AND AD-HR-0004. I1ANUFACTURED HOME
CON RUCTION AND SAFETY STANOARUS
p�YO 6Y. M.T. DATE. 9-20-03 REV. LETTER:
JACOBSEN HOMES gm s wm mm mum m
waWL PRaPieE MW. AND ONF10QrIU1L DRAWING TIRE' SHINGLE AND LRDERLAYMENT _
01100 wIERKS of JM)OW MAKWACUMS APPUCATM ON HINGED SECTION
TEO
P.O. BOX 368 W. slw KA�F7M ME PROW= 70 7NE
SAFETY HARBOR. FLORIDA 3"95 �txr PIDt sfgx A�� Ir0 KW i DRAWING NUYB[7�
PHONE (813) 726-1138 * m AD—HR-0005
11 15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO
HINGED RAFTER WITH #8 X 4' SCREWS,
6-)/2" O.C. MAX.
DECKING ON RIDGE BLOCK ASSEMBLIES \
FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA. I
STAPLES INTO EACH 16" O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 21 X 4 RAIL
(TYPICAL BOTH SIDES) I ,
NDSOI
NOTES:
I. SEE AD-OR-0007 FOR INSTALLATION OF UNDERLAYI ENT AND SIIINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANI
ALL ExP
20 PSFI
10 PSF
CRC - 167.01 - 167.02
PEER APPROVAL DAPIA APPROVAL —
APPROVED BY
i
ONRevise
77'��
4 O4 Jtm 09;
C.';
John 0. Dos�1, F.L INC.92 . FEOEMErurNIF�CtUPEONonE
Engi tE1dring, Iric cONSTRUCFN]N�NovFEnSf111o�
JACOBSEN HOMES NoT'cG ORATMI UT; "' RE`I. LLI U :
n+Ese sFcaFUAnoNs AID P.M. MEO.A. 06-06—D6
a cma. iN®�tutT, AMU coNFtoatuE ORATING IRi
P.O. Box 36a
w7mm3 or
EN: sua wATMU AW FWAM 10
" PEAK INSTALLATION DETAILS
SAFETY HARBORo FLORIDA 3469S WCM" ra SKCM MW AN SST r DRAWING NJLM' .
PHONE (727) 726-1138 wr cmu mK wo sraa Favor odors AD—HR-0006
_w
16
SHINGLE/U.NDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INsnTucnoNs.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR E)OSTING
FELT AS SHOWN.
NOTES:
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAZIER .OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EIOSTNG
FELT AS SHOWN.
APPROVAL:
►BY
AUG a 2
INC.
) HOME
NOTICE DRAW BY: DATE: REV. LETTER
JACOBSEN HOMES TICK SKOKA IG ADO oMIM ARE M•T• 7-28-04
OINNAL PRO?HETANT, AIO C0411MINTIAL DRAWNG TITLE:
P.O. BOX 368 MAIMALS OF JAIXIM YAPIWACAM M SHINGLE
„ SAFETY HARBOR, FLORIDA 34695 11Eopp1 Fat �OFIC PA NO was K N �AVMENT INSTALLATION
ORATMNG NUMBER:
PHONE (727) 726-1138 IMPT Ca WWL NO MOTET nW OTMTM AD—HR-0007
17
ADDENDUM
TYP. SHIPAOOSE PLUMBING SUPPORT
FASTEN TO FLOOR FRAIMNG
00 W/ STAPLE OR NAL
BANDING STRAP WIPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
ADE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
I OUTLET. WOE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS T)tAN 1/8'
FOOT'MAY BE USED WREN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
...D VIEW OF DRAIN PIPING
NOTE
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
NOTICE: DRAWN BY: CAI: MY. alien:
JACOBSEN HOMES I XSE SPECl1CAVM AND ORA"= ARE. R.R. 7-17-97
i CAC HA1. PRWWARY, AND Calwnk DRATRC AAE:
„ P.O. eox 368 YAMaALS OF A025EM YAN4'ACIURS4 PLUMBING SUPPORT
EC MW VAIERAU ARE PROM= TO flt
SAFETY HARBOR, FLORIDA 34695 AEEfIDQ MR V=Ml00 NC WM BE DRA►ING NAUSEA
PHONE (813) 725-1138 AL►I CORMOCIR"3EOV MN OHM AD—PL-0001
18
NOTES:
OPEN PORCH RAILING(Si
IT IS THE RESPONSIBILITY OF THE SET—UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
MAE I AI
INC
)HOME
IY STANOARN
JACOBSEN HOMES NOTICE: DRAWBY: NU1TE REV. LETTER.
THESE sPEOfICATroNs ANDoRAwNcs ARE b11•T. 3-30-05
ORIONAL. PROPRIETARY, AND CWIDENOAL DRAWING TITLE.
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACRWWG
INC. SUCH MATERIALS ARE PROVIDED TO THE OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 REOPENT FOR SPEOM PURPOSES AND MMT BE DRAWING NUMBER:
PHONE (727) 726-1138 KWT COVIDENIK AND SECRET FROM ORERB. AD—PO-0001
19
ON SITE PITCHED ROOF DETAILS
(IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
VENTS SEE AD-PR-7007 & 7009.
4 F— I
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
i (SITE INSTALLED)
>�— — — — — — — — — — — — —
----��
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED �-- FOR ROOF VENTING BOTH FACTORY J
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
i I
I
DAM APPROVAL:
NOTES:
APPROVED BY
00040 Revisedi
Oct 25,2007
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE: DRAWN BY: DATE REV. LETTER:
1NEm spEm-cAms AND mw Nm mm O.A. 10-24-07
JACOBSEN HOMES ORICN 1,1> ARY AM ,ITIAL DRAWING TITLE: B
P.O. Box 3sa MATMALS, � "M ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR, FLORIDA 34695 pLCPETNT FOR 9EfiN6 RRVES AND MIST BE DRAWING NUMBER:
PHONE (727) 726-1138 PVT tpUWRAL AND SEOTET nO OT►M AD-PR-7001
20
ROOF • TO ROOF ATTACHMENT
1 � •
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16- X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A'
11' MN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING
SEE NOTE /2
MAY BE RIDGE BEAMS
(SEE NOTE i4) A
SEE NOTE It I
18' MIN.
CROSS-SECTION
SITE INSTALLED 7/16- MIN. ROOF
DECKNG SECURED WITH 7/16' X 1 1/2'
X 16 GA. STAPLES. 2' O.C. UAX. TO
EACH 16' O.C. RAFTER.
�- SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
FACTORY NSTALLED RAFTER
(CENTER SECTION)
VNNOZONE'd
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044 10 PSF D.L.
NDS01
RU' � C-FS3 - 88.01
OTESe ENOTEUi APPROVAL: DAM APPROVAL:
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2-110 X 4 1/20 SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN 147H FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION WIN.) Jun l 09,2006
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH r INCV C� •
110 X 4 1/2' SCREWS 9- QC. MAX. SPACING. Q�
1 SEE AD-FA-0020 FOR GAP TREATMENT BETVIEEN SECTIONS. john C. P 6. RON rr �auwH
K2 Engkmring, Inc. CONStaocnoMAroSrmsrurowS
JACOBSEN HOMES 1►Es[ aPcor�►a�oa�i L.
ta.— x oRAaN By. O.A. 06-02-05
a.wr..www". me mnearrL aul ylue
wtoaus of A%CN rr KUWACRMC
\� P•o• Box 36e Mc sum rAmm Ax pt0wm m >K ROOF TO ROOF ATTACHMENT
SAFITV HARBOR. FLORIDA 34695 110W FM MUC MR0 Ml alb? [ DRAv" Rig
LL PHONE (717) 725-1138 wn caNrnw ro stow "M Gom AD-PR-7002
21
F
2 X 6 OUTLAOKER
19' O.C. MAX. BETWEEN WTLOOKERS
1ON 0c bqx 19. 0
RAFTER TOP CHORD- , 48
0
2 X 4 NAILING BLOCK
2 X 6 OVERHANG FASCIA (INSTALLED ON SITE)
FROM NAILING THIS TRUSS NST&O ON SITE MIN. (3) LIN X 3C NAILS
RAFTER BOTTOM CHORD G BLOCK INTO
160- RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131 X 3' 1 �
DOUBLED END ZONE RAFIERS FASTENING FASCIA INTO
TYP. 168 O.C. END OF NAILING BLOICK
2 X 6 OUTLODKER
7
19 O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT OUTLOOKER TO TOP CHrib
ID
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR MIN. 7/16' X1 2 1/
X 15 GA. STAPLES 16' I O.C.
MA10MUM INTO TOP k rTTO1
O° OiORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER `- 2 X 6 OVERHANG FASCIA
W/16N. (5) 7/16' X 2 1/2- X 15 GA. END ZONE ASSEMBLY NOTE
STAPLES OR MIN. (3) .131- X- 3' NAILS (SHIPPED iASSEMBLED FOR SITE INSTALLATION) OUROOKERS TO 1M OF INE DOUBLE��
LOCAIIED
(TYPICAL AT ALL CENTER BRACES) IN X ENDZONE PER FASYM CHART.
SINGLE TRUSS ONLY
REQ'D OU79DE OF
31 FT. AREA
TYP. OUTLOOKER FASTENING.
FASTENERS-
OUANTRY:
PENMA
M
.131 PD NAIL
5
1 1/2'
15 GA. -STAPLE
B
1'
#8 SCREW
2
1' (IW L 1�)
WTLOOIER FASTENERS MAY BE IWAL1ED MANDZONE 111
EROY RIP CHORD DOWN F PLIE1RA= ALL EXPOSURES
' 20 PSF .RyOOF
EXTRA TRUSS MAY BE 10 PSF Y.L.
PLACED ON EDIFIER SIDE '
NDS01 REF cA C-RC-197.01-197.02
ENGINEER APPRQYAL• DARA APPROYAL-
1. ALL SSES LOCATED WITHIN 36' OF THE END OF THE ROOFAPPROVED BY j
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. IN 1�41
Feb 05,2008
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO 8E Z7(a N c .
FASTENED PER AD-PR-7002. FEDERAL MfMUFAMPED HOME
,John C. Docde �• ' CDNSTRUCnON AND SAFETY STANDARDS
K2 EnginInc. �
I
=;tb DRAWN BY: DATE REV. lEl fER
JACOBSEN HOMES TIMSPECMM SAMMAIMAM O.A. 1-29-08• 1
DRICNAI. PR x W �1 FW MI DRAWING TALE:
P.o. Box 368 I WAmmsOM U END ZONE RAFTER/OVERHANG ASSEMBLY l
SAPHPHONAR(� 726-1138 695 gE T c r S,E�oRe � � DRAWING RUMBER AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
- I TRIPLE WIDE CENTER SECTION PEAK \ _
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SEC110N k REMAMIDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECIONS (2 FULL
ROWS OF SHEATHING) SEAMS BETWIIEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANOR INSTALLED DECKING TO HERE
N
WINDZONE 91
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
�T Ei1CR1EM APPROVAL DAM APPROVAL'
1/8' MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 W Revised
o0o
SPAN RATED) DECKING (EQUAL OR BETTER). .)O�Tit C. 0. —din. � Oct 29,2007
OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE �TTCJ,si%• Fog, mo. ON 14 INC,
SAME DECKING PATTERN. FEDERAL MMUFAMAED NOTE
FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2" X 15 CONSTRUMON AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
JACOBSEN HOMES
1M 1M AM DRUM AREN
aRrOUL PROvgIMY. AM WWMTA
BY. O.A.
0A1� 10-24-07
DRAWA 71VL
P.O. BOX 368
YATMALS OF JACA�1 NANUFAtit/ID1c W_ 9011Amaxs ACE PR96M 10 K
ON SITE PITCHED ROOF DECKING INST.
sAFEaE2FLORIDA 95"Ta��oRAwNc
MePH(i)26138
eu�
AD-PR-7004
23
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION /
CEILING PANEL-/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED
SECTION OF
DAPIA APPROVAL
I
APPROVED BY
I
ONReviled
0 25,2007
FEDERAL MANUFACTURPED HOME
CONSTRUCTION AND SAFETY STANDARDS
❑ JACOBSEN HOMES
■„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
❑❑❑❑ PHONE (727) 726-1138
NOTICE:
110NAM❑
THM SPECF1CAS AM DRAWINGS An
ORIGINAL, PItDPI71ETARY, AND CONFDENTLAL
MATERIALS OF JACOBSEN MANUFAMRING
W- SUCH MATE D" ARE PROWN EO TO THE
mm n FOR SPEOr1C PURPOSES AND MtW BE
KEPT CON MTLgt AND SECRET RN OTHERS
DRAWN BY. O.A.
"All. 10-24-07
f�
DRAWING TITLE:
SITE INSTALLED PITCHED ROOF VENTS
DRAWNG NUMBER:
AD-PR-7005
24
ROOF VENTING
. MARRIAGE WALLS I I
TYP. IO0 SQ K CUTOUTS FOR
i-, VDITI ATOO OF ROOF SECTION
�■ (SEE CHART FOR REOUIRCMENIS)
100 SQ. IN. CUTOUT VENT HOLES
N
REQUIRED IN FLAT ROOF SECTIO
(16n x SECTION LENGTH: CUTOUT HOMES:
0 TO 15-C 1
15-6. 10 31'-r 2
31'-r To +6 -10' 3
W-10' 10 6 -6'
67-6 TO -0 S
a-r
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
1
�I
Z
_ MARRIAGE WALLS
;r
,r-J
o) LOW VENT LOW VENT
I 050 S0. IN, VENTS REOUIRED
t
R3 HIGH VENT
---- -------------`=�
I `CENTER LINE OF CENTER SECTION
(Win s SECTON W CU mm vot I LON wa
D A'-T NOW NM
31- D 4f-W 1 M06
46'-w D 6r-i 2 1 U 56R:
6r D MF- 2 1A SK
I .w AOM101 D OVO W XMIS
I
TTP. 50 So. N ROOF VENTS Y_J
LOW VENT (SEE CHART FOR REOIAREMENTS) LOW VENT
MARRIAGE WALLS
I
I
I
I SITE INSTALLED CENTER SECTION OF ROOF.
3
Z
W
A PROVED BY
FJU%10?
INC.
LMANUFACTURED HOME
ETY STANDARDS
NOTICJACOBSEN HOMES INIM SPEEYICAMG AA10 MANMg DRAWN BY: R.R. DATE-01-22-04 RE" LETTER
ORR NAL PRO KIMI. Ally CGWMW6. DRAWING TITLE:
P.O. BOX 368 "A1 MPLS Oi 'MCOM MA�IFACRM4 ROOF VENTING —�
Wt SUCH MAM%ms ARE PR01m D T16:
SAFE (M)F70R10138+69s N0'�cOomIkk ANi6osMF o DIiM OUAWNG NUMBER:AO-PR-7006
i
a-r
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
1
�I
Z
_ MARRIAGE WALLS
;r
,r-J
o) LOW VENT LOW VENT
I 050 S0. IN, VENTS REOUIRED
t
R3 HIGH VENT
---- -------------`=�
I `CENTER LINE OF CENTER SECTION
(Win s SECTON W CU mm vot I LON wa
D A'-T NOW NM
31- D 4f-W 1 M06
46'-w D 6r-i 2 1 U 56R:
6r D MF- 2 1A SK
I .w AOM101 D OVO W XMIS
I
TTP. 50 So. N ROOF VENTS Y_J
LOW VENT (SEE CHART FOR REOIAREMENTS) LOW VENT
MARRIAGE WALLS
I
I
I
I SITE INSTALLED CENTER SECTION OF ROOF.
3
Z
W
A PROVED BY
FJU%10?
INC.
LMANUFACTURED HOME
ETY STANDARDS
NOTICJACOBSEN HOMES INIM SPEEYICAMG AA10 MANMg DRAWN BY: R.R. DATE-01-22-04 RE" LETTER
ORR NAL PRO KIMI. Ally CGWMW6. DRAWING TITLE:
P.O. BOX 368 "A1 MPLS Oi 'MCOM MA�IFACRM4 ROOF VENTING —�
Wt SUCH MAM%ms ARE PR01m D T16:
SAFE (M)F70R10138+69s N0'�cOomIkk ANi6osMF o DIiM OUAWNG NUMBER:AO-PR-7006
i
I .w AOM101 D OVO W XMIS
I
TTP. 50 So. N ROOF VENTS Y_J
LOW VENT (SEE CHART FOR REOIAREMENTS) LOW VENT
MARRIAGE WALLS
I
I
I
I SITE INSTALLED CENTER SECTION OF ROOF.
3
Z
W
A PROVED BY
FJU%10?
INC.
LMANUFACTURED HOME
ETY STANDARDS
NOTICJACOBSEN HOMES INIM SPEEYICAMG AA10 MANMg DRAWN BY: R.R. DATE-01-22-04 RE" LETTER
ORR NAL PRO KIMI. Ally CGWMW6. DRAWING TITLE:
P.O. BOX 368 "A1 MPLS Oi 'MCOM MA�IFACRM4 ROOF VENTING —�
Wt SUCH MAM%ms ARE PR01m D T16:
SAFE (M)F70R10138+69s N0'�cOomIkk ANi6osMF o DIiM OUAWNG NUMBER:AO-PR-7006
i
i
PITCHED ROOF EXTENDED VENTS 1
SITE INSTALLED
SITE INSTALLED VENT CAP OR SOLAR TUBE PLUMBING VENT PIPE
SITE INSTALLED VENT CAP (EXTEND 3- ABOVE ROOF)
SITE INSTALLED FLEX DUCT (SEE DETAIL 'B')'
(SEE DETAIL 'A')
SITE INSTALLED CENTER
// SECTION OF OF
�— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN. SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
FACTORY INSTALLK
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO; ROOF
DECKING OR BACKER
WITH MIN. 4- OD NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
0-'-\-FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOT
1 FORES-VENTS NOT SHOWN INSTALL PER MANUFACTURERS! SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION!
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMWJM TAPE AS SHOWN N THE DETAIL ABOVE.
5 SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
CEILING PANEL
MARRIAGE WALLS
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
�,O�(SITE INSTALLED)
VENT PIPE
D,p-(FACTORY INSTALLED)!
DETAIL ' B'
DAM APPRDVAL-
APP�OVED BY
JUN 10
INC.
RFnEDERALNUFACTURED HOME
ON AND SAFETY STANOARUS
NOTICE DRAWN BY: R.R.
R DATL 01-23-04 REV',LETTDt:
JACOBSEN HOMES � � ,Ift DRAWING TIRE-
"ATE""LS Or jqCCEISEW WWACWftC PITCHED ROOF EXTENDED VENTS
„ P.O. BOX 368 wG Sups r111ElakS ARE PROVDED 1O TK
SAFETY HARBOR. FLORIDA 34695 KOPCO FOR SPECIF H/1 M NO NMI K DRAWING NUMBER:
PHONE (727) 726-1138 PVT COWKNIK no. SECRET RN OUI RS AD—PR-7007
oo
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15j FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT LNTH A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
151 FELT TO HAVE A 6' MIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I
I { I r r -1 — — ( FIELD INST&M ROOF SHEATHING (TYP.) �f
11 1 1 11 I
6w
I ' NlD1H OF ROOF CEMENT WHEN �
1 I 1 I OPTIONAL 15f FELT IS INSTALLED.
r� I
r
OPRONAL LAYER OF 151 FELT
i 1 i 1 i l i 1 1 I i I 11
1 I I I I l 1{ 11 J— --I
I �
I 51
ONE-PIECE SO4CLE
UNDERl11111EM
ROOF SIIEAIHL'iG (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIQNG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2- 1/r
TO TO
3' 3•
2�L
1' 1'
m
H
FASTENING DETAIL
WINDZONE ID
(110 MPH)
ALL. EXPOSURES
ENGICER APPROVAL- DAPLA APPROVAL•
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REWIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
2. FASTENING OF OPTIONAL 151 FELT IS NOT REWIRED. (FASTENERS APPLIED 1w,
Oct 29,2007
ARE JUST TO HOLD FELT dN PLACE UNTO SHINGLES ARE INSTALLED.) .j011� d-n� ,rl HINC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS f1i. �Tl I w::f),lg, lfiC. FEDERAL IUIDN AND
NOSE
.7 NSTIRICIIDN AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
CE
1M M WA.M
�A` $T O.A.°A'�
10-za-07
" L
P.O. BOX 368
AIW
UW'A- PRWWARX AND caraHmw
WAMNALS OF JACO M WIAffACiIMC
. DRAW 11RE:
SITE
/�
WIDED
INSTALLED SHUGLE AND LNiDERLAYIENT
H
SAFETY HARBOR FLORIDA 3�695
PHONE (913) 726-1138
w Fm M gKipOg n N
m a
Kuq oDN1iDENAII AID s m IBM 07M
DRAW NUM
AD—PR-7008
97
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
�
I
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
IW X 1" MINIMUM ROOFING NAILS
OR .11Y 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 KITH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
I
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND 70P OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER NITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
i
I
I
OAPIA APPROVAL
NOTES:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1" X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
INC.
FEDEI
AL MANUFACTURED HOME
CONS
RUCTION AND SAFETY STANDAROS
JACOBSEN HOMES
NOTICE
MSE SKCnCATM AW WAVINZAK
DRANK BY.
A.T.
DATE:
02-04-04
REV. LETTER
DRAWING nae
WWAI. PROPIIETARY. AND M81"T14ll
P.O. BOX 368
\,TA
YAT[RIALS Or JMMOSDO YANIIFACTWW
W: SUM UAWRUES ARE PROVIDED TO TIE
TYP. FLASHING INSTALLATION
.11 _
DRANNG WAKRR
AD-PR-7009
RBOR � FLORIDA 4695
SAFET HARBOR,
PHONE
� T FOR 9 M PIRPO6ES " MST K
28
ADDENDUM
GENERAL NOTES / TIE- DOIti NS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOWNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. AHEI ANCHCRS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED W THE TABLE(S), A STABILIZER PLATE MUST BE ;NSIALLED
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 ME STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL ME STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE, EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ OF
ZINC COATING PER SQUARE FOOT OF STEEL.
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82• I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90• SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AAND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN [-BEAM (AS SHOWN ON DR 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 ME 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 STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REOIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REWIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKL14G REOU:REIIENTS. ALL BLOCK.NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
)TES: ENpN;ERD,��' `'QQN.. D 'A„4''',''i
�GNS TE g*�'�, tc�L
THESE NOTES AND DETAILS ARE APPLICABLE �' •Q' N0. O
FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 •'t
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES TT
FOR SPECIFIC INFORMATION ON EACH. TATgF. •4
JACOBSEN HOMES NOTICE '�bAli
■ THESE L, PROPIMETARTMS AND CRATANCS AFE
OiECUil� PROPp1ETMT, An CCN(10ENTNL rDRP.O. BOX 368 MATERIALS OF JACOMN UNWACTMNO
SAFETY HARBOR, FLORIDA 34695 M SUCH MATERaS ARE PRONGED TO THEMUST
REOV0 FCR SKOM PJMM"K
PHONE (613) 726-1138 1 IOPT COIdMDA1 AID SECRET TI M ODM
C.L.Y.
ROVED BY A,
.0151
INC.
amomwsAxT Mom
DATE: REV LETTER
5-19-95
TD-GENERAL NOTES A
AD-TD-0001
29
i
ADDENDUM
NORMAL
TIE -DOWN SPACING TABLES
ZONE II & IIl/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
�+1 MIN. WIND ZONE it WIND ZONE 111
� FLOOR ION. OTY. ANCHOR YIN. QTY. ANCHOR
WIDTH EA. END OF AN. EA. END .IO ANG E
EA SECTION YIN. 6 fA SECTION u;N. 9
20'-0' 2 6' 2 45'
4
24'-0' 2 6' 2 60
11
26'-8' 2 54' 3 411
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
_MI _N. MAX. WIND ZONE n WIND ZONE III
FLOOR EAVE DEL. HEAD DEl HEAD
WIDTH OVERHANG 4Aaec ANCHOR ANGLE SPACINGLow ANCHOR ANGLE
LOAD
20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50'
24'4 .12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50'
25-4' 12' 8'-0' 31501 40'-50' 6'-8' 1 3150# 140'-50'
-50'
26'-8' 12' 5-0' 31501 4T-50' 6'-8' 3150
I
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
r OR
FLOOR uw.OTY. ANCI UKOrc k+a+
WIDTH EA. END OF ANGLE EA. END OF MINI ANGLE
0
0� EA. SECTION YIN. 0 EA. SECTION
4
1 20'-0' 2 50' 2 68
�� 24'-0' 2 70' 3 50
25'-4' 1 3 45' 3 60'
26'-8' 3 45' 3 60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE N1
FLOOR EAVE DEL HEAD ANCHOR ANGLE SPACING LOAD
HEAD ANCHOR
SPAON
WIDTH OVERHANG Low LOAD �
20'-0' 12' 5'-4' 31501 40'-45' 4'-0' 31501 40' 50'
12' 5-4' 31501 40'-50' 4'-0' 31501 40' ; %'
25'-4' 12' 5 —4' 3150� 40'-50' 4'-0' 3150� 40" 150'
26'-8' 12' 5-4' 31501 40'-50' „++ ++ElrrTi '-0' 31501 40'; 50'
ENGINEER,
��i� DAPIA APPROVAL
OTES: �,,
—'— .���Q� •'' \STE
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS,:'Q�G (11o.RF0'� '�� PPROVED BY
2. SEE AD-TD-0011 FOR uAXluuu PIER HEIGHTS REOIARED FOR THE LOADS _ ENE8
TABULATED ABOVE:
�� Off•• :'a ` iE7EMt 1uM1fACIU�N?E
F ' • • D I A� . • 6� �� w.+11UC,p1 N0 sAFEr, swa+ce
FCFiA1N+D DATE: REV. LETTER:
NOTTHESE SPEOMATIONSTAND DRAMNGS ARE C.L.Y. 5-30-95 �
JACOBSEN HOMES MaNAL PRWPiETARY. AND CONFM71AL DRAVANcnT1% I�
MATERIALS OF JACOBSEN UANlffACTURING NORM. SPACING TABLES
P.O. 80X 368 W_ SiCH YATERULS ARE PROYM TO THE
SAFETY HARBOR. FLORIDA 34695 REOPENT raR sKcm PMMES ADO wisT BE DRANNG NUUBER:
PHONE (813) 726-1138 KYT COWMPAL AND SEORET rROu OTHEM AD—TD-0010
30
ADDENDUM -
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
curWMNr T1F_f1r1WN SPArIN(;C
FIGURE 1.0
SEE FJGURE 2.0 FOR ALTERNATE M—DOW EMOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MA= HDGIIT
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNITE M—DOUR V9A
NOTES: EHGINEER\ AC AT
rQ�
1. SEE AD-TD-0010 FOR SPACING TABLES. ' .' t` O
2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. ' Q No.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND 01HER REQLAREIIENTS = E%iE8703571
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. - FA
5. ZONE 2/EXPOSURE 'C': 60' MAXIMUM HEIGHT ;
ZONE 2/EXI'0511RE V: 44' MAXMUM HEIGHT REF..
ZONE 3/DFOSIJRE V: 40' MAXMIIM HMIT �i�OiP•'' p►.,. '������'
ZONE 3/E) POSURE V: 36' MAXIMUM HEIGHT 'ii,��tss+/0 • . • • • • f�,� `�����
:" 1 1- ��A
INC!
m"
NO'nCE; ' OlPlYp1T ` DATE REV! LE:
JACOBSEN HOMES THESE SK0111CATIM AND DRAINNCS ARE C.E.Y. 3-27-95 TTER
MORAL PROPRIETARY. AND CMnMNTK DRAWING TITLE:
P.O. BOX 368 MA1Qt1ALS OF .IACOesEM MANUFACUIR7G FIGURES 1.0 AND 1.1
RIG SUCH MATEWALS ARE PRONOED TO THE
SAFETY HARBOR, FLORIDA 34695 KOPEK FOR SPEOM PIXFM AID MST BE DRAWING NUMBEFt
PHONE (813) 726-1138 IRFT COKIDEETR OL AID XMIl RIOM 0� AD-TD-0011
i
LL
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ADDENDUM
NORMAL TIE —DOWN .SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
LAIN.
WIND ZONE II
WIND ZONE
III I
FLOOR
MIN. Qn•
ANCHOR
MIN. OTY.
ANCHOR
WIDTH
EA. ENO OF
ANGLE
EA. END OF
ANGLE
EA SECTION
MIN. 8
EA SECTION
WIN. 9
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68,_
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DEL. HEAD
DEL.ANCHOR
AHEZE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'-0'
6'
8'-0'
31501
40'-50'
6'-8'
31501
40'-$0'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
31501
40' 50'
i
I
LONGITUDINAL TIE —DOWN SPACING TABLi
(�
LAIN.
WIND ZONE II
WIND ZONE III.
.
MIN. QTY.
EA END
ANCHOR
N
UK OTT.
EA, END OF
ANCHOR
ANGLE
v
FLOOR
O�
�
WIDTH
EA SECTION
YIN.. 9
EA SECTION
u11�. 9
12'-0'
2
sa'
3
;d7'
121
12'-0'
3
37'
4
�33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
1 4
138'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DO- HEAD
ANCHOR!
!
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
t2'-0'
6'
5'-4'
3150
40'-45'
4'-0'
31501,
40'
50'
13'-4'
6'
S'-4'
31501
40'-50'
4'-0'
3150
40
50'
I
i�
NOTEEm
ENGINE`ERN�•'/���
OO�O'''''•
DAPIA APPROVAL I
1. S--000t FOR ADDITIONAL REauIREUENTS
��•`````�`v
G `.
APPROVED BY,
2. SEE AD-TD-0013 FOR NA)DUUH PIER HEIGHTS REQUIRED FOR THE LOADS
� Fo?'
No
1 5
TABULATED ABOVE.
ENE8703571 =IN
A
TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
* '
I N
3. MAX EAVE OVERHANG REFERS
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS NTH 95 1/2'
' SLAT'= F -'
��'• ^ �� � �
��.�`�;' /,1/01QN
I�
FEDFAAWMfA0L0WNM
COaS1�1°"�O�nA��
I -BEAM SPACING 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
EACH SIDE OF UNIT).
,• \��'`���
%�� (�
OVERHANG (6' OVMiAHG MAX
�j' .. • `��
JACOBSEN HOMES
NOTICE: 0111- 4
D1ESE SPECu'ICATMS AND DRAWINGS
ORIGINAL. PROPRQTARY, AND CONF10 Ak
tHl' C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:
P.O. BOX 368
MATERIALS OF JACOBSEN MANUFACTIANG
NORM. SPACING TABLES
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
P o MATEjLLS ARE PROVIDED TO THE
RECPIENT FOR VETIC PU°FOSES AND MUST BE
W" CONFIDENT NO SEOV TRDN OMM
DRAWNG NUMBER:
AD-TD-0012
34
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
11
MAX PER AD-1D-0012 ]ABLE PER AD-TD-0012 TABLE PER AD-ID-0012 TABLE PER AD-TO-DD12 TABLE PER AD-ID-0012 TABLE MNC
.ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FIGURE 20 FOR ALTERNATE TIE -DOTER 1Q;'fEIOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXIIN HETQIT
ma mu
FIGURE 1.3
t SIB FIGURE 7.0 FOR ALTERNATE M-WU COD
0' 6: ENGINEEtffW0ftj#q,Af
1. AD-TD-0012 FOR SPACING TABLES AND NOTES ����C• DOFQ
2. S E AD-TD-0012 FOR QUANITY OF LONGITUDIAL TIE-DOM STRAPS REQUIRED.
3. S E OTHER DETAILS FOR BLCC10NG (PIER) QUANTITY AND OTHER REOUREIIENTS No. O
4. E AD-TD-OD01 FOR ADDITIONAL REOUREMEHTS. - EN 870357
• 5. I Z E 2/EXPMRE V: 30• MAX MIA HEIGHT _
ZONE 2/EXP05URE 'D': 48' YAXOAUM HEIGHT pZr'i OF
ZONE 3/DPOSURE 'C': 28• MAXNAUM HEIGHT
ZII INE 3/EXPOSURE V. 60• MAXIMUM HEIMT
i
DMA APPROVAL -
APPROVED BY,
INJAPE ii f
INS,
�u�cwa rw�s�flOwiD NiE
camw�aroaNtnturovq
' I T11ESE SPEtiiCANT1o01t5 AM WA;um6 ,jn `l%%%%O�r C.L.Y. u^'L 5-19-95 MY �11�:
JACOBSEN HOMES
OM(iNAL PROPMETARY. AND COISWTIAL DRAWING TITLE:-
P.O. A
®® BOX 368 MATERIALS OF MOSE1l MANUFACRM FIGURES 1.2 AND 1.3
INC. 9M MATEMNS ARE PROVED TO THE
SAFETY HARBOR, FLORIDA 34695 REaW Fat 9M M PM NO MUST B: DRAWING NUMBER:
PHONE (813) 726-1138 IOYT Ci11FWTIAL AND SECAET n= tTPM I AD—TD-0013
35
ADDENDUM
ALTERNATE TIE= DOWN SYSTEM
TYPICAL SIDE ELEVATION
cunwur_ T1C—nnuM SPAT INr,C
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
(s pAOWL•.,• /i/ DAPIA APPROVAL'
NOTES: Q 6%STEq�
1. SEE AD-TD-oD10FOR SPACING TABLES �:'F� No. o'• APPROVED BY,,
2 SEE AD—M-0010 FOR QUAmT( OF LONGITUDIAL TIE—DOMN STRAPS REWIRED. _ ENc$703571 _ - g
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS = �• — '�71, I�
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREUENTS IN
,�,�F; • !/1rD i'ANS�: ��� ,�� WaTRC'IOIA/0 W4TiSO1C��O
Al IL
NO—LICE: DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES
THESE sPEanuna+s AND DRAMINTS ARE C.L.Y. 5-19-95
OHESHAE. PROPRIETARY• AND CONMENTIALARE DRAWING T1T1% A
MATERIALS OF JAC06SEN UAMJFACTURIHG FIGURE 2.0
P.O. BOX 368 W— SUCH WATEIMS APE PROHDED TO THE
SAFETY HARBOR. FLORIDA 34695 RCOPOTT RR 5'ECFTC PMOSES Aw WUST BE DRAWING NUMBER
PHONE (813) 726-1138 OUT CXMTu1 MID SECRET FROM OTHERS AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE—DOWIN INSTALLATION METHODS
1--DOWN STRAP
SEE OTHER DETAILS
FOR TIC -DORM STRAP
SPECIFICATIONS.
SOLID HEADER (CROSSMEMBER)
SIDE VIEW
SIDE VIER' OF MAIN FRAM:
I
APPROVED ANCHOR WIDED TO
WAIN I -BEAM (SEE OTHER OEUJS
SEE W-TD-0200 FOR
FOR MELDING) TO BE WALLED
RADIUS CUP DETAALS
(REWIRED THIS LOCATION).
AT 1W FACTORY.
(YOU. 31501 WCWUNG (DESIGN] LOAD
AND 47251 ULTIMATE LOAD.)
GROUND ANCHOR
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OTHER INSTALLATION NOTES
SEE AO-TD-0200 FOR
RADIUS CUP DETAILS
(REQUIRED THIS LOCATION),
FIG URE 2.1
K 3/4' EA
CUR INTO FETTERER
FOR STRAP ATTACFiJE1TT.
FRWT VIEW5(REQLM
� MUST BE LOCATED
RITHN S' OF MAIN
(FACTORY CUT)
CHASES L-BEAU.
SEE AD-TD-C200 FOR
jI
RADIUS CLIP DETAILS
THIS LOCA iiON).
5' MAIL
TIE -DON STRAP
SIX OTHER CETAILS
FOR TIE -DOWN STRAP
SPECIFICATIONS
GROUND ANCHOR'
SEE OTHER DETAILS FOR SIZE,
AINU AND OVER INSTALLATION
�I
1 FIGURE 2.2
VOTES:
LER LWROOVAL:�t�. - �
DML•
:A APPROVA
z
L SEE AD-7D-0010 FINK SPACING TABLES
� � ; ,.. � •;� i
- - -
2 SEE AD-TD-0010 FOR GUANITY OF LONGITUDLAL TIE-DORFL STRAFS RCCj:REO.
' .p : C; :; ♦•i;- X
..TriT.. .. .
`
3. SEE OTHER DETAILS FOR BLOCKING (PER) Oman AND ORnER REDUIREMENTS
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREWIM.
NA t
-
ANCHOR BRACKET AND T&COM
DDICES ARE CERTIFIED BY OTFiRS
Tr
A—
K07ICe CRAWN BY. 0 IL. FLV. UIILK:
JACOBSEN HOLIES TfiSE SPEUXA`ONS AND CRA1e91GS ME c•L•Y• 6-13-5s
OW -fig. FXCP& TART. AND C7Jm1A:l CRAHMG 117LL FlGURES VATiBALS OF JACOBSEN WAMIACIINIG 21 $ 2.2
P.O. BOX 368
IW_ SUOe WAFJ OLS W McOVDED TO 1HE .
SAFETY HARBOR. FLORIDA 34695 Iwlt?IT role SPEa c Pimm AhO MM BE DRAWING MASIX
PHC:VE (BLS) 726-1138 api cohrmia AA7 scou new oa m AD—TD-0015
37 1
TYPICAL FRAME I -BEAM
/
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
CATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING. PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
NOTES- DAPIA APPROVAL
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL 1 15 .20
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATIONTP
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. ! N C.
FEDE AL MANUFACTURED HOME
CONStRUCTION AND SAFETY STANOAROS I •
NO
,.
JACOBSEN BIOMES THESE SPEOFICATIONSIAND DRAWINGS ARE DRAWN BY: M. T DATE: 6-12-01 REV. LETTER:
■ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:
•„ P.O. BOX 366•MATERIALS OF JACOBSEN MANUFACNRINC LONGITUDINAL STRAP ATTACHMENT
INC SUCH MAIERULS ARC PROVIDED 10 THE
SAFETY HARBOR. FLORIDA 34695 RECIPIENT FOR YWIC PURPOSES AKD mUST of DRAWING NUMBER:
' PHONE (727) 726-1138 110" CONFTOENTUIL AND SECRET FROM OTHERS AD- TO- 0016
38
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
E+1
1 _
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
m QTti ANCHOR
Ell END mu
Ek. SECTION 1ml e
WN. OTY.
EA END OF
ESL SECTION
ANCHOR
MOLE
UK
10'-0'
2
44'
2
56'
12'-0
2
57'
3
42'
13'-4'
3
38'
3
50'
VERTICAL TIE -DOWN •/ FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACINGDEL" HEADANCHOR
LOAD
ANaE
SPACINGDEI.
HEAD
LOAD
�pR ANGLE
10'—O"
12'
4'-0' 31501
40'-50'
4'-0"
31501
40'-50'
12'-0"
12"
4'-0' 30001
40'-50'
4'-0'
31501
40'-50'
IS-4'
12'
5-3' 31501
40'-50'
4'-0'
30001
40'—SO'
r
v
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND
ZONE III
ANm
AN. LE
uUl e •
uw. OTT.
EA. END OF
EA SECTION
ANCHOR
ANGLE
YIN.. a
m oTT.
EA. END IO
EA SECTION
10'-O'
2
64'
3
46'
12'-0"
3
50'
3
68'
58'
4
487
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE.
WIND ZONE III
MIN.
MAX.
WIND L L II
FLOOR
SAVE
SPACING
OBL HEAD
ANCHOR RHCLL
SPACINGDBL.
HEAD
ANCHOR MOLENC
WIDTH
OVERHANG
LOAD
LOAD
10'-0'
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0"
12"
4'-0'
3100g
40'-50'
2'4
31501
40'-50'
13'-4"
12'
4'-0'
3065Q
40'-50'
2'-8'
30001
40'-50'
NOTES: ENGINE►` `avALnQ A A fAdi -D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OFOIG\S T(�J�? c? REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE �: •Q`` �" c� •'• SEP 0 9 1
WITH THE TABLES ABOI E.. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T . (, , . -
11
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). INC.
2. SEE AD-M-0001 FOR ADDITIONAL REOUIREMENTS.
O�•.•• FED RAl MANUFACTURED HOME
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIC HT REQUIRED FOR THE LOADS TABULATED F. ,• Hr � l a� . • �� ���
ABOVE��� �+�, ••..... �G,`��` CO STRUCTION AND SAFETY STAND
DATE REV. LETTER:
JACOBSEN HOMES THESE SKOFIFUTIONSANDDRAWAM R.R. 8-27-96
OHDONAL PROPKTARY• AND C01MEN11 DRAWING TITLE: B
m
MAIMALS OF JACOBSEN MANUFACRA .OFFSET SPACING TABLESP.O. BOX 368 DC, SUCH YAIEMALS ARE PRONDED 10 KSAFETY HARBOR. FLORIDA 34695 R OMI FOR SPECFX PDRP= UO MUST K DRAWING PAJLIO R:
PHONE (813) 726-1138 PVT Ca WrA AND SECKY nROM DTERS AD—TD-0020
39
ADDENDUM.
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAl(01UM 1101",
[TARES ON AD-ID-OD20 pQ dQI APPLY
10 RIESE STANDARD MULTI-MDE SECTIONS
OF THE UNIT -SEE NOTE 1, AD-1D-0020.]
TIP. FLOOR SYm___' TYP. CRoss-�tE110lit
ANCHOR ANQE mom ANGLE
ANGLE ANGLE
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TIE -DOWN 10;fHOD k%i9 WVA1BQf, ALTERNATE TIE -DOWN METHOD
ENGI 0 , , O 1i� DAPIA APPROVAL
NOTES: .`
�.� • G\STEq •• cc �.�
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). : �. •��. No.F� •� APPROVED BY�p.
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REOUIRED.
(OFTSET SECION ONLY) _ ENE8703571 _ I�
ISEE OTHER DETAIS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. _ _ '
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. : •: 7 71ftAINC
FEDEft
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT i� b �ji' �J �UNMUNWHOW
ZONE 2/El0'OSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.) 'is �. ••,• •• �� ��
ZONE 3%EXPOSURE V: 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) ZONE V. 32* MAXIMUM HEIGHT ''�''41s/QNAI
N0710E DRAWN BY: DALE REV. LE R:
JACOBSEN HOMES THESE SPECIFICATIONS AND ORAWNGS ARE C.L.Y. 5-11-95
.11
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE-
P.O. 80X 368 MATERIALS OF JACOBSEN MAMIFACTURING FIG. 3.0, 3.1 & 3.2 A
HolivrEllNC. SUCH MATERIALS ARE PROVIDED TO THE
SAFE HONE (813) FLORIDAF726 1138 95 C WT CFI C NO SEa rRom omm DRAWING NUMBER: AD-TD-0021
40 '
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtiVN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DORY SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
40US• OV �i�DAPIA APPROVAL
O� �%srFq••�F' APPROVED BY
1. SEE AD-TD-D020 FOR SPACL*6 TAKES (OFFSET SECTION ONLY). �� Q� No. FO •�
2. SEE AD-TD-OD20 FOR OUANITY OF LONf]TUDIAL TIE -DOWN STRAPS R£OIRRED.
(OFFSET SECTION ONLY) NE8703571 - ■w1 5
3. SEE DUO DETAS FOR MODC24C (PIER) OUANTITY AND OTHER REOUIRBOTS. _ INCIP
4. SEE AD-TD-0001 FOR ADDITICCAL REOUIREUENTS.
•• �NV1177 � � IIZkY YATJACII/IDIOt
�-, • \\ CagIRR70�NOYRiTfUK•�
AL
'Er
.
J AC O B S E N HOMES
P.O. 90X 368
TNEsE sKoncATwwss W MIANNI ARE
ORIONAL. PROPRIETART, AND COMER IIAL
YATIDUa OF JACOM YAKWACT1 UC
BY. ' C.L. ti'
DATE: 5-11-95
`
DRAWING WILL
FlG. 4.0
IB„
SAFETY HA?-e _�. FLORIDA 34695
tNt. SUOf YA1GW5 ARE PAp1DED TO 11tF
Rta OR Fat SKCII PJMZ No SM K
DRAWING �YBER
PHONE (i73) 726-1138
IQPT COMMITIAL NO KCRrT FROM OINERS
AO—T0-0022
41
ADDENDUM �1��g�
gS ALTERNATE UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
r1 MIN. UND ZONE it WIND ZONE III
r `J ANCHOR MIN.OTY. ACHOR
FLOOR A.NE7�0�TNY,�,NEA. ED ONEASENWIDTH WIN. A FA SECTION YIN.
6
2 36' 2 45'
24'-0' 2 46' 2 60'
2514 2 50, 2 67'
26'-8' 1 2 55, 3 30'
VERTICAL TIE -DOWN / FRAME TIE-DOIYN SPACING TABLE
MIN. MAX.
WIND ZONE II WIND ZONE III FLOOR EAVE DOL HEAD ANCHOR ANTE SPACING
HEADG ANCHOR AIW
WIDTH OVERHANG SPACING LOAD LOAD
20'-0' 12' 4'-0' 36701 20' 4'4 3900# 20'
24'-0' 12' 4'-0' 37001 20' 4'-0' 3950# 20'
25-4' 12' 6'-8' 40001 15' 4'-0' 3950# 22'
26'-8' 12' 6'-8' 28' 4'-0' 3950# 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. MIND ZONE II WIND ZONE III
YIN. OTT. ANCHOR YIN. OTT. MOOR
�r FLOOR EA. END OF ANGLE EA. END OF ANGLE
WDTH Ek SECTION YIN. 0 EA. SECTION MIN. 0
��O v 20'-0' 2 50' N/A N/A
24'-0' 2
70' N/A N/A
254 3 42' N/A N/A
26'-8' N/A N/A N/A N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX.
WIND ZONE II MIND ZONE III
FLOOR EAVE SPACING DBL HEAD SPACING D OBL AD�
ANCHOR ANGLE SPACING ANGLE
WIDTH OVERHANG LOAD
20'-0' 12' 4'-0' 40001 20' N/A N/A N/A
24'-0' 12' 4'-0' 40001 24' N/A N/A N/A
254 12' 4'-0' 40001 26' N/A N/A N/A
40DO 27 ,,,,, , N/A N/A N/A
26'-8' 12' 4'-0' DAPIA APPROVAL'
prTy r
ENGINkkit PR�IALDO
NOTES
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. `�� ��,G, 1p
2 SEE AD-71D-0031 FOR MAXIMUM PIER HEIGHT REOURED FOR THE LOADS TABULATED 3 E1NE8701-571-
ABOVE. Z
3. 20 YADES -81' MAXIMUM I -BEAM SPACING ONLY. ✓ —
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). �i .' V,I�• , '`\ �� _...............
iTonce C.L.Y.
/!l�! �9F11NIN� : DATE6-13-95 REV. LETTER:
�
J AC O B S E N HOMES THEE sKancAmN5 AND D-w" AAE
ORONAL PROPRETART, AND CONI IDIrOL DRAWING TITLE
MATERIALS Of dAfOM MANUFACTIfi1C ALT. SPACING TABLES
P.O. BOX 368 INC. SUCH MATERULS ARE PRONOM TO TIME
SAFETY HAROCR, FLORIDA 34695 REOPENT IaR nam PJNO RD 1061 x DRAPANG NUMBER:
PHONE.(813) 726-113N3 ISPT C&fWU E AND sEw mu Oleos AD—TD-0030
J.
42
000� 0x°� ALTERNATE TDEEDOWN SYSTEM(S)
4
TYPICAL CROSS SECTION
SHOWING MDOWNS
SEE ROTE 4 FOR
UA1ti1LTY HMT
4.,A T FIGURE 5.0
SEE FIGURE 1.1 FOR RECOMMENDED =-DOiN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TLE DOWN COh71GURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TIE A DESIGN IDAD (TORK]NG IDAD) RATING OF
4,000 POUNDS AND AN ULM ATE LOAD RATDTG OF 6,ODO POUNDS MUST BE USED. AN EQUINIANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYE CREST PRODUCTS ANCHOR
A=r�'—
11
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ALL WIND ZONES AND N BOTH EXPOSIM 'C' AND EXPOSURE '0'. HOWEVER, BY
2.
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
SEE OTHER DETAILS FOR BLOOGNC (PIER) OUANTITY AND OTHER REOUIREMENTS HEIGHT
31
OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE
FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-TD-DO30). -DOWNS.
4.
ZONE 2/EXPOSURE 'C': 3X LIAW.Lim HEIGHT "'
ENL�NffR,�pPROVAL. • OAPIA APPROVAL•
'rN v�vr•'��i
ZONE 3�OSURE C': 30' MAX:LfJY HEIGHT ��•�15T '' .. _ — - - -
ZONE 3/EXPOSURE '0': THIS �G'.2,� �� " '"
APPLICATION IS NOT APPLICABLE.
N�EyF✓ .�L
:act:
off pin
JACOBSEN HOMES
NOTICE """'
THESE SPEOnCARMS
+ORAWN BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
�� ■
P.O. EOX 366
AND DRAW= AM
OMONAL. PROPRIETARY AND CONII mim
HATER ALS OF JACOBSEN MANUFACAMC
DRAWING TITLE'
FIG. 5.O
SAFETY HARBOR. FLORIDA 34695
DY SUCH MATES ARE PROMED TO THE
RIU
RECPCff ►OR SPECFX R8POSES AND UM BE
DRAWING NUMBER:
PHONE (813) 726-1138
IVT OOIaW114 AND POST rROY OTHERS
AD-TD-0031
43
�N°t N�u NE ADDENDUM �R�s
r
U
\\LLB
pO�,IM�L�R���� 1`L��
\�►,P
rE ORS ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6
QQ ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
Mill.
WIND ZONE II
WIND ZONE III
'FLOOR
Dw On
EA END O
EA gCTiON
ANCHOR
AN.
YIN. 9
WIN. OTY.
EA END OF
EA SECIIGN
ANCHOR
ANGLE
MIN. 6
�J
U1V
O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
25-4'
2
45'
2
58'
26'-8' 1
2
48'
3
370
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
HEAD
LOAD
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
2T-30'
25'4
12'
4'-0'
40D0 j
20'-30'
4'4
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
.4'-0'
40001
25'-30'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN
WIND ZONE 11
WIND ZONE III
FLOOR
MIN. OTY•
ANCHOR
MUL CITY.
ANCHOR
WIDTH
END
EA
AN
EA END OFANGLE
EA. SECTION
YIN..
A SECTION SECTION
YIN.. 6
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
�1
254
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
NAND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
D o�
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-B'
4000#
20'-30'
25'-4'
12'
4'-0'
40001
ZS'-30'
S-2'
40001
15 -30'
26'-8'
12'
4'-0'
40001
25'-30'
S-2'
4000#
25'-30'
NOTES:
ENGINEER �fewulli11)"J�/'
DANA APPROVAL:
1. OFFSET SECTION NTH THE MARRIAGE LINE WALL EX1ENDwC BEYOND THE ENDWAIl OF
�N C' •D��p,'PPROVED
BY
�� S
'<� EAtc F� ��:
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRAGE UNE IN ACCORDANCE
18TH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
��•� ��:
4 Q' ni0 '.
JUN 1 4
BE TIED DOWN IN ACCORDANCE MTN THE ALL SPACING TABLES (AD-TD-0030).
E rEi
I
INC
Z SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS
.�•.
3. SEE AO-TD-0033 FOR MA>aMUM PIER HElgii REOIARED FOR THE LOADS TABULATED
ABOVE.
� QA� •.• /. r t y�••'•��
-,
. ,A c•V ��•
JACOBSEN HOMES
THESE SKCutrJ►na� F-au Gs'Aa
1111 %i% C.L.Y.
DATE: 5-30-95
� �T,ER
DRAMNG TITLf:
ALT. SPACING TABLES
CRONAL, PROPRIETARY, AND CUtdUNTIAL
MATERBSEN IALS OF JACOMANUFAC1U M
P.O. BOX 368
OFF SAFETY HARBOR, FLORIDA 34695
REwm FOR spEeFt WJULS � No OM K
DRAMNG NUMBER:
AD- TD-0032
PHONE (813) 726-1138
im CCMm+nx AND mar ma O rm
44
vocol 1s ADDENDUM
n�"o�ET�µa� '
S,fR5 g�4
°i,R1ts �E�co ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MATIMUM KI HT
[TARES GH AD-TD-m DO.0 NPLY
TO THIM STANDARD MULL -SCE zcm
TF THE UNIT -SEE ROTE 1. AD-M-02.1
TTP. FLOOR SISTEM�
ANOIOR ANU
TIP.
FIGURE 6.0 , FIGURE 6.1
FIGURE 3.1 MR R10AMMENDED TIE-DOTIN METHOD SEE MURK 12 FOR RECOMMENDED TIE -DOWN METTiOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TIE -DOWN CONFIGURATION A MU CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR WITTI A D13GN LOAD (11RIM LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVB.AN1' ANCHOR MEEITNG THE ABOVE SPE MCAMNS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
I. SEE AD-111-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLODONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DON SPACING TABLES (AD-M-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010).
(ALSO SEE AD-TD-0020 AND AD-M-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/E1POSURE V. 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WJM ZONES AND N 807H EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
ENGINEER DAPIA APPROVAL:
�Q?�C,%STEq��(�',i'% APPROVED BY
Q No. o
E870 - •U1 1 5
87 INC
�YY • � :w���:o.�_wmr.�o�Aa�
II T1LESE sPconunas uro L1RArrHcsA u oEtA1nH �1;�,`' C.L.Y. DATE 5-30-95 REV. LETTER
II JACOBSEN HOMES
II MONAL PROPRtiART AND CONTIO 'K ORAMNG TITLE
-
P.O.
MATERIALS W JACOBYANUFAC7mw
P.O. BOX 368 Nc. SIGH MATIFIALS ARE PROMM TO THE FIG. 6.0 & 6.1
SAFETY HARBOR. FLORIDA 34695 . REOPEHT FOR SPECFX PMm WO wg K DRAINING NUMBER:
PHONE (813) 726-1138 I®T COWMTL4L NO SE00 TRON OTHERS AD-TD-0033
45
ADDENDUM
Vol%
ALTERNATE TIE -DOWN SPACING TABLES
D
ZONE II & III/EXP. C &
LONGITUDINAL TIE -DOWN SPACING TABLE
i E+'
MIN.
W'ND ZONE II
WIND ZONE III
Y'J1. OTY.
ANCHOR
WR OTY.
ANCHOR
t�
FLOOR
EA. ENO OF
ANGLE
EA END OF
ANGLE
O�
WIDTH
EA SECTION
Y.N. B
EA SECTION
MIN. B
12'-0'
2
43'
2
55'
13'-4*
2
50
2
68'
1
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
OIL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
OAD
12'-0' 1
6'
4'-0'
37501
20'
4'-0'
39001
22'
IS-4' 1
6'
54
38501
25'
5'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
�r
FLOOR
MIN.
EA END
ANCHOR
ANGLE
YIN. OTT.
EA. END
ANCHOR
ANGLE
�KrY`
WIDTH
EA SECTION
YDL 6
EA. SECTION
O
MIN. 9
O� 1�
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'4 1
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPA°"c
DOL HEAD
ANCHOR ANGLE
SPAONc
DB` HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'-0'
6'
4'-0'
3950�
25'
2'-8'
39301
20'
13'-4'
6'
4'-0'
39601
25'
2'-8'
40001
30'
THIS ALTERNATE APPLICATION REQUIRES11114,,000 POUND ANCHORS
ENGllg6� PRq&I 06,
```
DARA APPROVAL
H. SEE AD-m-000l FOR AoNu REauutOtENTs�G`
DDrn
No RF0�2'�'�
APPROVED BY
•:
"N
2. SEE AD-TD-0036 FOR MAXIMUM PIER HEIGHTS REWRED FOR THE LOADS
TABILATED ABOVE
EN Eg703571 c
fl
3. MAIL EAVE OVERHANG REFERS TO OVERHANG AT SIDEW'ALL NOT FRONT OR REAR.
= : � =
Ito
INC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144• FLOOR WIDTHS PATH 95 1/2'
6' HAAX01Uu SIDE
%�O•''. / 6 4 q
..Y� • . �1+p �. •'' .
�i�4��(Css/•
Eaaouctn�Awsrtrrtwcvn
•• ��,('���``
OVERHANG (65• OVERHANG MAX. EACH SIDE OF�UHIi
f•
JACOBSEN HOMES
NOTICE: •ttt
mEsE sFEamTIOHs ODDRA►m
OWONM. PROPWETARC AND O MIDOITA
pj1THn :.
C.L.Y.
DATE
5-30-95
REV. LETTER
DRAWING DU
TABLES
MATEMALS (IF JACOBgN MANJFACTUWNG
ALT. SPACING
P.O. BOX 368
„ SAFETY HARBOR, FLORIDA 34695
W_ SUCH YATM3 AM FRONDED TO THE
RECPENT FCR SPECFIC RRFO0 RD W 81
DRAWNG NUMBER
AD—TO-0040
PHONE (813) 726-1138
IDPT Cal WTIu APO %OCT RRai 01H0�s
46
RBI ADDENDUM
6S 06ALTERNATE T - � IE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANGLE mu
FIGURE 7.0
SEE FIGURE LS FOR RECOM MED TIE -DORM III.1HOD
IMPORTANT NOTICE:
59 NOTE 1 FOR
MAt710Y NERNT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TII:B USING THIS M-DIDU CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR TITH 1 DESIGN IDAD (TORIONG ID D) RATING OF
4,000 POUNDS AND AN ULTDIATE IDAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVU,ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN ISU OF THE STYLE CREST PRODUCTS ANCHOR.
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OLJAN71TY AND OTHER REOUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TO-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D% 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' YAXNUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN 57RAPS AT THE 'OUTBOARD' 1-BEAM THE MAIL
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
;AENEa7Das-?-}
''�• 5TA.
APPROVED BY
IN A INC.
cw +.��wwrns)roa6t,t
JACOBSEN HOMES
NO""� '0111T"
sKanCAYMS
'' � C.L.Y.
°ATEt 5-30-95
REV.1}ESE
P.O. BOX 368
AND DRAWINGS ARE
MMIAL„ PROPR[TNh; AND CONFIXAl AL
MATERIALS OF JACOM MANXFACTURDIO
DRAWING TITLE:
FIG. 7.O
n
6NG SICK MAIERIMS ARE PROWLIED TO 116E
'H`
SAFELY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REOPOR FOR S'f= PURPOSES NO SM K
IIPT Cw=TML AID Nov mm olom
DRAWING NUMBER
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL V
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL 1B'
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP.AT ALL
SHARP CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
,;CT,3i?NF,AT LONGITUDINAL TIE CONNECTIONS ALSO.
ST/(�q�.c
NOTES:. `tj!.t *Af t"' DAPIA APPROVAL:
Q No. o •• APPROVED EY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % '° STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE : 1O•' / Q .
IN Iq
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �'i�'C�C• • IA�•' ��� It, M
4� s�• `�� FFDE1a L%NUFACTUREDt10ME
' 0 N • � ` � �I z CDWTN1CT10N AN0
ME D AND D OTHERS NOV 2 4 1998
NOTICE DRAWN BY: DATE: REV. LE11ER:
J AC 0 B S E N HOMES THESE SPEOFICATIONS AND DRANNCS ARE M.T. 11-18-98
Moir P.O.
FROMTARY. AND CONFMnAL DRAWING TITLE:
P.O. BOX 368 UATMALS OF JACOBZN MANUFACTUMNG MISC. TIE -DOWN
SAFETY HARBOR, 'FLORIDA 34695 NC SUDi MATERIALS ARE PROYDED TD THE
PHONE (813) 726-1138 IEPTTCCOWMI MDSEM F pj OMs DAwINC NUMBER: AD-TD-0050
40
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES��'
ZONE II & III/EXP. C .& D
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WND ZONE II WIND ZONE III
FLOOR im+. on. AN347R uINL on AHaoR
�S �DTM EA. END OF ANGLE Ell END OF ANGLE
l�yo v Eel sEcnoH ua. B Eel sEcnOH Lml e
X—C 3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
OOR
iWIDTH
MAX.
EAVE
OVERHANG
WIND ZO!JE II
. WIND ZONE III
SPAONG
DSL Nl:w
LUAU
A4a;R ANGLE
SPAONc
° LOAD
ANCHOR ANGLE
6'-9'
31501
41-46
5-5'
31501
1 44=49
�I
�I
�I
11
�`
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
DTMR
WIND ZONE 0
WIND ZONE III
Lm+. arr.
Ell END OF
EA. SECTION
ANCHOR
ANGLE
MIN. B
UK Qrti
EA. ENO OF
EA. SECTION
AHaoR
ANGLE
ION. D
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE III
FLOOR EAVE SPAONG DBL HiAD HEAD
WIDTH OVERHANG low RON mm S LONG DEL
LOAD AN01Ut ANCU
1 30'-8' 1 6' 4'-6' 31501 46-50 4'-0' 31501 1 49-52
uTI11Tu,._
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD—ID-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
VANDZONE III
(110 MPH)
20 PSF ROOF
l0 PSF D.L
DAP14 APPROVAL, .., 0 S M
APPROVED BY
INC.
om
Fi0E611 YlN/�pllllC�O,E
NOTIC i4m BY: DATE: REV. IETIM
JACOBSEN HOMES THESESPECr_ATWSANDORAWMARE M.T. 2-8-99
■ ORIGINAL. PROPRJETARY. AND .C11 NT1AL DRAM1Nc TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MA)nJfACTTlItIN, NORM. SPACING TABLES
„ SAFETY HARBOR. FLORIDA 34695 � SUCIENT MATERIALS sKcm ARE PwOMOED TO 1NE
RCIATNT ID UTAL M RiE00 Am Orr 6L DRAMING NUMBER:
PHONE (727) 726-1138 IQPI I;amoaTlAL ANO sEOJET tRou oTrols AD-TO-0070
No. Fo''•.
910334
� ovo
0 STATE OF'
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAL FtX AU-IUMg IATAL FER AD-ID-WIO IAM PLR AD-111-0010 TAME PER ADTD-WO TMU F9 AD-1D-0010 TAKE MAX
TYPICAL CROSS SECTION
SHOWNG TIEDOWNS
SET. ANONOR HEAL
�FTLOY
OF NOTE (TIVI
FIGURE 10.0
SEE FIGURE ED FOR ALIE OME 79-DOWN ICHOD
fleiVl�D 1V.1
SEE FIGURE 50 FOR ALTEI01AfE =-DOiN it MD
REF. CALLS. w (�
NOTES:
1. SEE AD-7D-0070 fOR SPAM TABLES.
Z SEE AD-TD-007O FOR OLIMITY OF LONG17MAL 71E-DONM STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLOMM (PIER) QUANTITY AND OTHER REOUREMENTS.
4. SEE FULL ADDENDUM FOR ADOL110NAL REOUREMENTS.
S. ZONE 2/EXPOS11RE V. 56' MApMUM HEIGHT
ZONE 2AXPOSIK V: 40' MANUUM HEIGHT
ZONE 3/EI�OSLIRE V. 56' MA)aMUM HEIGHT
ZONE 3/EXPOSURE V.- 404AlOMUM HEIGHT
No. '
910334
oos
-o •• STATE OF
J AC 0 B S E N HOMES
nm sPEaTcATI0N5 AND DRAAIS ARE
Of®QNAL. PROPR[TARY. AND CONI'M11AL
„
P.O. BOX 368
MATERIALS OF JACOBSEN MANWACINRNG
ARE PROVIOED TO W
1
SAFETY HARBOR. FLORIDA 34695
�T RR �CF�1CMIMS AM LA1ST BE
PHONE (727) 726-1138
KEPT CuaIDFNML AND SECFET FROM 01NM
s SEE NOTE 5 FOR
MA)a W HEKiIT
WINOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
Dl— 9 /. /61
APPROVED 'BY
- IN INC.
MEW YwAIrICIIIAE0 IOIE
cox mK,mims""s—A ms
is 6 04
DA I REV. LETTER:
M.T. 1 3-1-99
FIGURES 10.0 AND 10.1
AD- TD-0071
50
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE U WAND ZONE HI
FLOOR UK on ANCHOR UK Dn AHo1DR
WIDTH EA. END OF ANGLE EA. DO ANANGLEVv EA.SECTION UK ESL sEcnor+ uuL e
15'-4' . 3 45 3 35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
I�IN. MAX WAND ZONE II WIND ZONE III
hj OOR EAVE DBL ►EA DeL HEAD
WIDTH OVERHANGSPACINGG LOAD A+Y1E SPACING LOAD MOOR ANGLE
l$'4
6' EACH SIDE
6'-10'
31501
40-46
5- 6'
31501
42-47
i
I I
�I
v
O
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WAND ZONE II
W 14D ZONE
III
uIIL Ott
EA. END OF
EA. SECTION
ANCHOR
ANGLE
YIN. B
Yul Ott.
EA DO OF
EA SECTION
ANWOR
ANGLE
UK B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING
TABLE
MIN.
MAX
WAND ZONE II
WIND ZONE Ifl
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
D
HE
ANCHOR ANGLE
IJ5'-4'
6' EACH SIDE
4#-6'
31501
42-50
4'-0'
31501
44-50
WANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
1.
2.
3.
4.
FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
ILATED ABOVE.
EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
rE TABLES APPLY TO 184' FLOOR WIDTHS VATH 95 1/2'
AM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
MANG (6' OVERHANG MAX EACH SIDE OF UNIT).
Cwd -12.Gl -
..1111UIFu•..
.`��`C�Pr •GIST ERF Cal '��'-.
No. o'
910334 .
-o•• STATE OF 'cz
2, 16
DAPIA
APPROVED BY
00or
ON P
INC.
rtDE RAL MHnFACFHrIEa FaHf
LOI61R11cI W NOiAFF11Hi1NOMD{
JACOBSEN HOMES NOTIAn "AIIHH Ft�4li11�9Y. M T DATE 2-8-99 REV. LETTER
1NESE sPECncAnoxs AND DRANNGS ARE
OR*NAL PROPMETART. AND C04MORAL DRAWNG TITLE
-
P.O. OF 1ACOSSEN YAHUFACTURNG
P.O. BOX HNC SUCH MAM ULS ARE PRONDED 10 X NORM. SPACING TABLES
SAFETY HARBOR, FLORIDAI34695 R=D+t FOR wECnC pLwms AND wst DE DRAWNG NUMBER.
PHONE (727) 726-1138 FSP1 ccNnDENn4 AND SECRET FROM ODM AD—TO-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-@-MZ ML nx AUrlv_WIL IAtu rtM -N-wic IMM rrn rv_jr u — --...,.,.a _..`
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE WE -DOWN YEffiOD
s SEE NOTE 5 FOR
MAWN HEMT
N
___ MGLE
F
FIGURE 10.3 1WNDZONE III
OF NONE (TIP.) (110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE =-DOWN WMD 20 PSF ROOF
10 PSF D.L
REF CALCS���_ qz. ar 92• l6
NOTES:
--�r-��, - . •.��a<c- .�
.�� �•. G�STE ,��
�Fo
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES
? U.Q� No. •..• ';
APPROVED BY
2. SEE AD-TD-0072 FOR OUANITY OF LONGITUDUIL TE-DOWN STRAPS REOURED.
• 910334 'oor
1 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
�.� -
4. SEE FILL ADDENIXN FOR ADDITIONAL REQUIREMENTS
-4 STATE CF : =
INC.
5. ZONE 2/DMSLIRE V: 56" VAOOMUM HMff
ZONE 2/EI�OSTAtE V: 56' VAMIALIM HEIGHT
_
,�• `_P�
�'�. •. OI A
pp�ppirpt Wo�+l
ZONE 3/F)�09URE V- 56' MAXIIX t HEIGHT
F Z/
' S • . /�
" L
ZONE 3/DtP0S X V. 56- MA)G MI HEIGHT
JACOBSEN HOMES
NOTICE:
THESE SPE�TMS AND DRAW14 ARE
Y• M.T.
DATE. 3-1-99
REV. LETTER
DRAWING TITLE:
FIGURES 10.2 AND -10.3
ORIMAL. PROPRIETARY. AM CONFIOENTIAL
MATERIALS OF AACOS" MANUFAMMING
P.O. BOX 368
„ SAFETY HARBOR. FLORIDA 34695
OIC IM MATERIALS ARE PROVIDED TO THE
REORIENT FOR SPE= WOM AND 140 BE
SECRET ERON OHM
DRAWING NUMBER
AD-TD-0073
PHONE (727) 726-1138
WPT CONFWENTIN_ MO
52
ADDENDUM
�g�5
OFFSET UNIT TABLES.
ZONE II & III/WN EXP. EXP.PCCING & D 1
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE I
WIND ZONE Il
EAA,EM OF
ANGLE ANON
0O OF
ANGLE
FLOOR
v
MOTH
EA. SECTION
1!L 6
EA. SECAON
WL 6
3
41'
3
614
I
13, -4
2
54'
3
41
154
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MINI
MAX.
WIND ZONE I1
WIND ZONE M
SPA=
tA
ANm ANGLE
SPApiG
�
AWM AHG1E
Wo
00HANG
12'
5-0'
3150#
40'
4'-0'
3150#
39'
13'-4'
12'
5-0'
31501
41'
4'-IF
3�#
40'
15—�'
12'
S'-0'
3150#
43'
4'-0'
300011
42'
LONGITUDINAL TIE —DOWN SPACING TABLE
I
MIN.
WIND ZONE I
WIND ZONE MI
EAA.E D OF
ANGLE ANCHOR
00 OF
OR
ANGLE
FLOOR
II
��U�Y
MOTH
EA. SECTION
{RL 0
EA SECTION
MIN. 0
12'-0'
4
45'
4
60'
13'-4
3
45'
3
60'
y�
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN
MAX.
WM ZONE I
MND ZONE m
SPAM
I
now ANGLE
SPAOIG
In
ANWOIt ANGLE
1�MD
oU RHANG
12'
12'
4'-0'
31501
40'
S-0'
3000#
3a'
IS-AtIS-At
12'
4'-O'
30651
41'
S-0'
3000/
39'
15-
12'
4'-0'
3065#
43'
3'-0'
30001
41'
NOTES..
f-co - cq�cs, C-s` -1.6 -o�- 16. �L
ENGINEER AP a ttttt
•+ ,,
C. D •�
Rff. CALLS C-- U— 17�G
r 7 , p8
1.
SECTION WITH THE MANAGE lNE WALL EIGI[NDNG BEYOND 11E ENDWALL OF
SECTION MUST BE TIED ODIN AT THE MANAGE LINE IN ACCORDANCE
�•,
. yfilC�.47�����
� � w� qr y
�'ff&)tD BY
THE
� ; ; �
WITH
TABLES ABOIE. 1FE SIDEIYALL SIDE AND THE ADJAMT SEC110N(S) ARE TO
BE
DOWN IN ACCORDANCE MIN THE NORMAL SPACING TABLES (SEE AD-TD-0010
�
JUN I X
FOR 1
-0• h IS-4' WDES, AND AD-113-0070 FOR 1S'-4' NO%
# a
2 SEE
1D-0001 FOR ADDITIONAL REQUIREMENTS.
STA ;
I N C
3 SEE
ABO
-TD-0001 FOR MA)D AN PIER HEIGHT REQUIRED FOR TIE LOADS TABWITED
S
•, p. •• •
•.�OR19••.•• �<ir�•
'
LMANUNICTUR�HOME
.
JACOBSEN HOMES
T►M WEanCATM AAMM �, +�
::�.���'`''�.T.
DATE-6-8-04
REV. LFrTEE
DRAWNG TIRE'
OFFSET SPACING TABLES
P.O.,, Box 368
.
aw". urTv, BIND
tm�s aF , rANUF
m 501 w m"„ w
A
DRAMLNC NI Jt AD—TD—Ow
DA
SAFETYHONE (727) 20-1138 95
KaWDI
WT 001
63
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOT NG TIE —DOWN SPACINGS
- FIGURE 11.0
so FBNIRB 4.0 MR 921=9 =-DOW KMIOD
TYP. CROSS SECTION(S)
SHOWING TIM MS
SEE ND1E 5 Fat
NAII" MIT
[TARO off AD-M-OW BUM APFLY
is Im STNONID litiL -IIOE SEC➢OIS
OF K WT -SEE NOTE % WM-Rosa]
TTH! Roar SIIm-7
�- -- mom Moot _4 � >• F— NOOK MQE
ARE m �6�.
FIGURE 11.1 C-sv-141Gl -16�a
m RGUBB U M Mum tirr-lo TN so
TV.
MM Ma—t'R
�� FIGURE 11.2 (r 7.08
U FOB MMOM nt-DON ZMD
NOTES: cnwa'y�}, v r� J r,� �� v� n r• r nv.�
1. SEE AD-M-O080 FOR SPACING TABLES (OFFSET SECTION ONL ~" !.' �f EF1 V' •. F` PPROVED BY
K
2. SEE AD-ID-0080 FOR OUANITT OF LONGITUOIAL TIE -DOWN STRAPS REQURED. J; • Gf� ��1� L �e
(OFFSET SECTION ONLY) 0. 00454
3, SEE OTHER DUALS FOR BLOCKNIG (PER) QUANTITY AND OTHER REQUIREMENTS.; JUN
C SEE AD-TDAW FOR AwnIONAL REQINREIIENTS. 1!} � Oq• � �
5. ZONE' 2/EXPOSIN1E 'C: 48' MAMA HEIGHT • s INC.
ZONE 2/0POSIRE V: 40' MAXNLIM HEIGHT-36' FOR 12'-0' WIDE MIS 9�.�••. fi� ., P ; •'• a ERAL NUFACTUREO HOME
ZONE 3/0POSURE'C': 48' MANAILIM HEIGHT '� e '•. {jl��,. ��,�+CC ISTRUCTO AND SAFETYSTAN AROS
ZONE 3/0tPOSt1RE V: 40' MAMN HEIGHT
JACOBSEN HOMES
xoTTc1t r`` �0
n� SKMM WG AM DrAMM AM
° Aym
�1.T.
DATE
6-8-04
REV. LETTER
QWK#<. NLt, No CMFMM
MAMU OF •NMM NMNFACMM
DRAW TALE:
FIG. 11.0, 11.1 & 11.2
P.O. Box See
ARE PROM 70 IK
SAFETY HARBOR, FLORIDA 34695
FEW FOR 9 WKS AND IM K
DRAW NLNBR:
PHONE (727) 726-1138
INPT o a nk n DIET FAR+ o0E1t4
AO- TD-0081
CA
ADDENDUM
ALTERNATE OFFSET UNIT TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWNG TIE -DOWN SPACINGS
WAX
0-TD•01M TABLE I WAX PER AD-TO-0070 TAKE
UM SECTION OF TINT OR AD-ID-00 TABLE
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
T. SEE AO-�j -OM FOR SPACNC TABLES (OFFSET SECTION ONLY
L SEE AD-�TD-DOdO FOR QUANITY OF LONG17UDIAL TIE-DOTW STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SCE OTH I DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREA$NTS.
4. SEE AD- 000T FOR ADDITIONAL REOUREAIEN75.
PER AD-TO-0070 TABLE PER AD -ID -WO TAKE WAX
CR AD -ID -COLD TABLE OR AD-ID-OOID TABLE
SEE GAGS, �G,
-SECTION
Q� No. lco
910334
• T�
A : STAT` OF w
E' ice: ,
WAY' Ili
,,�., se � I f . \✓.
SFROC DOIN AND SAFE! Y S T 'JOtAROS
NOTICE: DRAWN BY: DATE REY. LETTER:
JACOBSEN HOMES THESE SPECIncal)NS AWD DRAUNM ARE R.R. 5-9-01
N%IQINAL PAOPRFTARY. AND OOfMnAL DRAMNJC TITLE: _
P.O. BOX 368 WATERIALS OF dAC060I UMFAC11NM FIG. 12.0
W_ 9701 NAIEPIAIS ARE PRDMDED TO THE
119
SAfEPHONEE (7227)1Y HARBOR. F726 LORID1138 95 PF pOyTt�n W NO SECIEI n= OTHM ORAhINC NUUBER AD-TD-0082
55
ADDENDUMG�RES
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES S 1j. 'ON
1
II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
(+I
MIN.
MN0 ZONE I
WIND ZONE I
V
FLOOR
an
ARM
NILOn
MOM
WIDTHMQE
OF
EA. ff
��
SED1101
me
IL
MIL A
Ell S,.CDDN
s
IL
Yil A
O�
26'-8'
3
42'
3
53'
X-fr
3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
I SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE II
SPAONC
EDAAD
ANCIO ANOE
Spec
°��
man ANOE
WIOTTH
OVERHANG
26'-8'
6'
6'-8'
31501
40'-50'
31501.
40'-50'
30'-8•
6'
6'-8'
3150�
40 �50'
5'-4'
31501
40-50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
MN..
WIC ZONE I
YMD ZONE 0
O
rMITIF
ANOIOR
ANOE
WL OTr.
EA. ilO ff
ANw
ANfiE
FLOOR
��1:►
WIDTH
EC
SW
1/L O
EA SECTI01
Ir•l e
�Q
26'-W
4
4r
4
5T
4
51'
4
v
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE II
SP'�
lob
ANO�Dt! ma
SPAONG
Lon
ANOM AWE
WDIH
OVERHANG
26'-8'
6'
T-4'
31501
40•-50'
4'-0'
31501
40 -45'
30'-80 1
6'1
54 1
31501
40'-5(r I
4'-0'
31501
40 -45'
1NNDZONE m
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF CALLS. c 4.1 - 10 "0 I — 6� r 2 3
EN :.::
.=;4
awA AovAl:
NO'['ES•
)� G��S1Ficq ,y
APPROVED BY
1. SEE FULL ADDE)i)lM FOR AoomaNx REGIIIREIIfIITS
r No.0045484 y
2. SEE AD-ID-M FOR MAOM PIER HEIM REWRED FOR DE LOADS
TABULATED AWE
.t
�� Al1\1C
t F1%0
�� G/ ......•• �•-��'
•1,,�� aE6 E
FEDERAL MANUFACTURE0HOME
CONSTRUCTION AND SAFErr STANDARUS
JUL 2 7 ?004
•+�``�
JACOBSEN HOMES
NOTICEk
IME 93EWrAWS Ago WASH ME
DRAIN Or
M.T.
DAIS
07-20-04
REV. LET IM
DRAIING DTE
108HM SIDEWALL SPAaNG TABLES
P.O. BOX ass
amm. PRaPeETNM NO C0908fM
Y/f "
NG SM YA�IKS /E WALEDM 1K
DRAMNG NIMIIER:
AD-TD-W83
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 72s-1138
EWW FM 9W PLN'M NO W9 E
PER CWMRK me wu nm omm
56
ADDENDUM
TYPICAL SIDE UVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING iIEDOWNS
str MOM HEIR
TIE -DOWN SYSTEM
FIGURE 10.0
FIGURE 10.1
1. SM 1P-= FM SPAM TAM
z SEE TD-OOA,7 FM DUA ITT OF LONr MIX TE-OOM STRAPS REOLOM
3. SEE �T�HEM DETALS FOR ILOOGNG (PER) MM71TY AID OTHER REGUIiE "M
4. SMFUL ADDENDUM FOR ADDITIONAL RECORDVM
S ZONE I �/EXP091 IE W. 3r MUMUN HEIGHT
ZONE WIE
b•: 2r MAXIMUM HEIGHT
ZONE V. 3r MAIOMUM HEIGHT
ZONE V: If MAXIMUM HEIGHT
& ALL ZWORCKS ARE BASED ON 2U• ROOF ANGE MUL
5v- N$,o(—
aIUIIII■--
'•,F ••'•.�'(OR
JACOBSEN HOMES N°"�
1HtiE sPt�Ttals AID oRANIKs Am
oAKsK FrIwmmy "a01imomx
P.O. DDX 36B MATUMS OF 040M NAMEAC11OM
Htt: SM MAIMMS ME PWMFD 10 TIE
SAFETY HARBOR. FLORIDA 34695 ttt 7W Fat SWC NIr= AM M t
PHONE (727) 726-1133 IDT tO MMAL No RM M UMM
M.T.
SM NOE 5 NDR
,r VAlOfI HEIGHT
VA DZOK M
(110 MPH)
20 PSF ROOF
10 PSF D.L
DAPIA APPROVAL•
APPROVED BY
IN.FPINC.
FEDERAL MANUFACTURED HOME _
CONSTRUCTION ANDSAFETY ST � AHUUSS
- 07-20-04
10.0 AND 10.1
AD-TD-0084
57
ADDENDUM��s
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
ZONE II & I,U/EXP.. C & D 1
LONGITUDINAL TIE -DOWN. SPACING TABLE
� (�y MK WWD ZONE I END ZONE 19
\1 FLOOR W an AMOIOR Of. an Rmmca
WIDTH Ek EW T AMU u m v AMaE
EA SECt10M ux O ESL SEC1101 WL
2S-4' 2 5T 3 43'
v� 24*4 3 6T 3 45'
_ VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
1.aN
MAX
WIND ZONE 1
WIND ZONE W
OR
WIDTH
EAVE
OVEMNANG
�i10
�
NOW
SPACIIC
Deice
maimANQE
23 =4'
1 6'.
C-8'
31501
49'
S'-4'
3150
45'
24'-0'
6'
6'-8' .
31501
49.
5. 4' -
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WN ZONE I
NAND ZONE W
FLOOR
m• 07y.
Attu!
OK on
ANm
0r EX ll ENO
AMGLE
EA. DO or
AMCLE
�U
El 5fCu
MIL 0
EA. 3001
VK 0
23'-4'
3
48'
4
43•
O
24'4'
3
57
4
.45•
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WIL
MAX
WIND ZONE I
HIND ZONE 10
VND1�H
OVERHANG
SPA=
LOAD
AM1M AMaE
SPAM
�
mim Am
23'-4'
6'
S'-4'
31
4T
4'-0`
3INI
4Y
24'-0'
6.
5-4'
31501
41'
4'-0'
31501
43
108' MAX 9DE:WALL HMT WMZONE 11/tu
(110 1VPH)
20 PSF ROOF
10 PSF DL
REF. CALLS
' %vl! i66sr►r�v
NOTES:
.. `=0 '.
0" APPROVAL'
1. SEE FULL ADDEADW FOR AODI1=& REOU1100M b
�� G�i '4 ^` +✓ •�
APPROVED BY
'+ u
ON
2. SEE AD-M-M F0t MA70WM KR NEIM REM10 FOR 1HE LO
- TABULATED AWW-. „
54
•
Dec• 13,2006
' n
i V '� a
INC.
•
: u ATE CIF L
•� ( oV-:
FEMM MMIWACFWU NONE
CORUPAUMN AND SAFETY STANDARDS
•
A('�yr
JACOBSEN HOMES
THESEvwnuNmmmmmom AM
B1' R.R.
'A'11-28-06
"E' LEM*
r.o. Box A6a
UMJUL L FROWKIAWL AM OMMERI X
y''� Or AWIA�" NANITACRR�
INC-8'
INC-SUMRAIENALS Luc rROwDta TO
DRAIANC A1LE
HIGH SIDEWALL SPACING TARB
SAFETY HARBOR, FLORIDA 34693
PHONE (7n729-11aa
Rf mw I01 SAC F1R>'m Am MJA K
ov1 DDwNuz Ne FRa am
�Sim)
DRAWNC NUMBER:
AD-TD-0085
58
ADDENDUM
_ TIE -DOWN SYSTEM
APICAL Sm MAIM .
SfiOw X--DONM SPA00.
FIGURE 10.0*
WICAL CRM SECTO
SHOiMINC TIEDO s TIP. Raal 7Tr. aw*40LEII
s Sm ROR S Irm
y NAAAAII[101T
YLI AI m mu CR APm m STABIDfR -
SET A1lM FFAD MSTAl1tD 1rfIM ANJDR SWfT1F111cAL WINDZONE A.M.
orNLrou�E1TIPi FIGURE 10.1 t2o P7
10 PSr D.L.
REF. CALLS.
st6:tlifR
.
Otis s�j
��11rd
DAr7A APPROVAL
1.I
SM AD -TO -Does I= VACBID TABLESfl�:'�..titr,!��
APPROVED BY
z
SEE AD-ID-M FOR QUANM OF UMTUOAL AE-DOMN STRAPS REOUFED.
; G E ,.
3.
SEE ODD DETA S; FOR BLOWS (PER) DUANDTT AND 01110 RECUDIEYTNTS
].
4.
SEE FULL ADDENDUM FOR ADD=AL REOLMOITS
; �
: Dec 13,2006
S.
ZONE 2/E70'MK t5 44- MOM H3DTT
ZDK NOGHT
INC.
• ..
' f
s,'o D° �A"'
ZONE 3JUPOARLE b: Jr MAAMUIL FEIGNT
: �°�= ..A
COMSIMICTION AiMD WE1T' STAMDAAdS
6,
ALL SPECi1CAM S AK BASEB ON 217 ROOF ANQE MAX NO 106- MAX
SIOENALL HEDIL
���C��. .......�•
�e iFQFn y1
JACOBSEN HOMES
NOTIC>` pR7t
wKmar1owsAm Ar<
� . t
R.R.
DATE:
11-28-06
REY.IEnElt
DRAMI C IrLL- '
FIGURES 10.0 AND 10.1
■
MPUL PA"ETARIL AO OaDWHK
MAwtLAts rr AtCm= MWACRI w
P.O. BOX 36e
w_ &0 MAlUua ARE M10N D 10 W
DRANK NUMBER:
Ap—M-0086
SAFOY HARBOR. FLORIDA 34693
PHONE (727) 726-TT3D
mmmr Rm vmm Rjf= M ImZT K
Tor CDWMIAL no 3 aclf nw owls
.
59
ADDENDUM
(108 PIDEWALLP)��,
NORMAL TIE —DOWN SPAdINC TABLES
ZONE iI & III/EXP. G & D
IANOPTUDINAL TIE
—DOWN SPACING
TABLE
(1
�i
*N Z It
10 Z04E I
0�
Ek Or
sEk
o OF
s
IAk
FLOOR
1 M
li sE�c o
i s
Ell cllalt
e
2
53'
3
40,
3
3T
3
46,
3
VERTICAL TIE —DOWN / FRAME TIE —DOWN PPACING
TABLE
VAX
WND ZONE u
00 ZONE III
VAX
A UE'
SPA*
VAR
'
FLOOR
*DIH
EAVE
OVERHANG
12'-0'
6' EACH SIDE
5'-4'
72`
35' TO 40'
T-4'
38
45'
4'
6r EACH SIOE
5'-4'
80`
35' TO 40'
5-4'
42'
45
15'-4'
6` EACH SSE
5-4'
80`
40'
5-4'
46'
45'
LOWI TUDINAL TIE—
DOWN SPACING
TABLE
jp�
ZONE UftDIONE
III
ft OTV
Ek CYl*
r06
O1r
EA. SECRI*
6
�`
�Y
FLOOR
WOTH
12'-0'
3
44'
4
40'
13'-4"
3
52'
4
45'
154-4
4
44'
4
56'
VORTICAL TIE —DOWN / FRAME TIE —DOWN OPACINU
TABLE
YAX D 0E 1
0 zoNE III
FLOG( EAV£ SPA* VAX AV1M A MI VA*
MOTH OVERHANG
Ok M
Hwl
A 401*
12'-0' 6 EACH SqE 4'-0' 72` 37' 4F-0`
34•
40' TO 45'
13'-4' 6 EACH SIDE 4'-0' 7` 4T 4'-0'
38
40' TO 45'
15-4' 6_ EACH SIDE 4-0±:::;L::40' 4'-0'
42'
40' 10 45'
• NOTE: WHEN ANCHOR ANGLE FRCN VERTICAL CANNOT BE RE. CALM
ACHIEVED, ADD APPROVED STABILIZER PLATE. ,+ ���c y
10
(SEE NOTE 15 FOR HOVES SET IN FLORIDA `
EN
N ale �; : ��4.� .. C:� �� APPROVED BY
1, SEE iUL ADDEV* FOR AOWTIONAL REOIlIK01%
ANCHOR *ORIRl1G LOAD OF 41501 M0 OMMAL DE TO e,� ^' •'• Mar 25,2008
N
2. TABLE BASED Olt o
BEAM
..
INC.
OPPOSITE
'
3 !%A>< EAVE OVERHANG REFERS TO OVERHAND- AT SOEWALL NOT FRONT OR REAR
., FEDERAL YANOFacr�RE. HOME
CONSMC80N AND SAFETY STANDARDS
4.AwTABLES APPLY TO 144' 160'. AND- 184' FLOOR 0_ �f 93 1/f 15TATE
I -BEAM SPACK 10Er VAXNO11 SOE{�ALL HEIGNT AND 6' UZ SOE p r� '• �. P .,`� s,
�C •'• � '
OVERHANG (6' OVERHANG � EACH SIDE OF Will'o : r � 1 v •
••' '
�I�
5. STABLRER PLATES ARE REOIRRED ON 4DE*ALL MOM AND- L0497 AL S� iJ : ���
AKHM SET ►1 FLOWA. SEE DIIY ROLE IK ffFECnW MARCH 29. 1999. �411 fir7-13 �l i 1�
mormcm OR ` O,�I.T. DATE: 12-11-07 REV. LETTER
JAGOWEN HOUE,0 umsKa"�+ 10 �,'
u. PAI1g0ETARX AAL DRA c TITLE
A .µowsEN MAUAcn�kc NORV SPACING TABLES
P.O. 80x 368 y[wN5 Air TO TM[
9)C
Nc wa
® /A,I1p�D��
SAFEPHONEE((7 7) 726 1138 95 �OOr aEMIIA► A1P raa11 M OR G
AD- TD-ODg7
vv
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
vr. SA Loam. , ff. " LFipm
mayc rat at
/W of &PC
Trio pa WARRAus
(aL srwttarts}
aC-Dalnts R+�7�
"54- NOTE T sm Nall I v
3EE Pons 2 me i Q
►a Qb ►IOt REdD
M9 L trod US LDCATIN
u
Efr. S/K LDM
(ALL RrJAlOq
m ra sTE WAILS
"SEE Rox I sm NOTE
ASM HM 2 AND I
r o RLTIb
INS LOCAT"
Quo ma K
put R umpo
u
A
TMmm*o
LOCATai
FIGURE 8, 0 FIGURE 8.1
THE 0 TAIL ABOVE IS SHOM WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO A11L SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL 'lF VALUES.
t. TIE ttCaettiEn TI TK3t fA= TK-WW "w SAY p< LWATO W ^_ PPROVED SY
T]iTE1T MW /M S woo AM om Finam AT e01x1 ��•
CRUM !Cots 1O a[ RATED rt7R Ar pLAt1A1( IAAD Q vin/ mm MstN LOAD]."•: � 1•� �j��
{mac w-�pL--ooa� {ro-awcRu xoT,� �a Wnra ar aatao u�+oR naruuTOsG1$1 F • ;�FMANUFACTUREO
EB 10 2000
L lt4TfLL I P m AT EUX DO cr THE 2CMWALL RISE (MYt W A"W?4m AT CA0100 Oa Jd1STs RH:Axt m ar X-tw" xT+ow kca?weKr�� 910994A WON TS LOCATED AEMC A W KAW MU KWT �-ME1a9Eg RoN�M.pQrm Oit AM AW p;aXW (ALL g¢ SqL OmtXUurWM ALL TULM ; �HOME
ATO ALL waswss BTATe �4, Siw40AR[LS
JACOBSEN HOME S w"Wf«,u� � off'`R.R. °ArTi02-01-00 rEY.LETTElt
tiaOXAL NtaPlaw, A+o p
P.O. Box 3tta rATE"F a a*o= X ROM)F a rr Ai S/W TIE/PIER REQ.
WETY HAROM t'LORIOA 31901 W_ sm "'"xs A>� v
e nrm fm voic r pma MA " p[ ORA!WK KtAC": .
FMOHr (W) 720-1138 wr wrtntxK ro a dkf ram elwn AD—TD-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEILLVG WAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .035' 11E-M STRAP
CO"14WJS ARCUM JOISTS.
END VIEW
350 PLF WAXMUW SHEARWALL
DES.'GV Vkl UE (PER NUl)
1 1/4' X .035' rf-^,CYM STRAP
CONTINUMS ARC•J.ND JOISTS.
NO S: Z 16 ENGJi : WOVAL: • ,? . •�, •� DAPIA APPROVAL:
1. Orw" A404ORS 10 BE RATED FOR AN UUMATE LOAD OF 47251 (3150 DESIGN LOAD]
(SEE AD-ro�:ol (lD-CENERIOL NOTES] FOR NOTES ON v+oulo ANp+oa ASIA no,.) .-•71 _ APPROVED BY
2. KS7ALL A PER AT EACH END OF THE SHEIWNALL JOISTS (PER THE AW%IE DETAILS). _
3. WHEN 9fAReAL 15 LOCATED ABM A SCUD ICADER (RU Waft CROSS-YD+9FP.) NO -
ON
TE-O0'N STRAPS. OR PERS ARE REOUFIED (ALL 9EARWALL CONF1CURATIONS, ALL ZONES z "�
AND ALL DPO.RRES). r i+ ' C`
4. TE-DOVN STRAP REOURIED AT EACH END OF JOISTS. ALL DB_ j'�VI CONFlOJRAT10N5. i ^i. ' - :\\�'S' I `• `�•
�i '' �i • •.:: �:. t\4� �� RDER►luw.sµ:•s.: rut
5. CEILING SHONy FLAT -OPT CATHEDRAL OR ROPED CEU�tuY BE�USFD.Y `ENC7H �4� u1:� +�'• � C�`; ��� coaTaaaaesi•:+=;�w�.s�a
6. FULL TMOTH SHEARWALL ARE SHOWN IN THE DETAE •A80 FiOWE
OR CONFIGURATXT4 SHEARWALL WAY BE USED. �!�//1I1tIII11W%
�]\r
JACOBSEN HOMES
P.O. BOX 365
NOTIM
m 9'wrICATIO6 AND DRAWNGS ARE
ORKONAL. PIIOPROMY, A D coamtNTIAL
NAIF
J6AIS of JACOBS!N IIANUFACTURI.G
VKAAW UT;
R.R
DAIL;
2-6-96
REV. LETTER:
DRAN111:. TITLE-.
DBL. S W CONFIii. TIE —DON
HARBORFICNCIDA 34695
,
W SUCH NAIMALS ARE PROYM TO THE
RCOMI ICR SIE=IJMM AND UZI FE
DRAWNG NUMBER:
PHONE (813) 726-1138
KEPT OONFlDENTUL AU %=I ntw oDERs.
AD-TO-Ot 1O
62
CEILING MAY BE FLAT OR S
DOUBLE SHEARWALL .CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
I IS A TRIPLE WIDE RAFTER•
APPLICABLE TO STANDARD
i WIDE TRUSSES.
ID VIEW
X .036' TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SW
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (I EACN SIDE ADJACENT
TO SHEARWALL LOCATION)
1/4- X .035' TIE -DOWN STRAP —1 1/4" X .035" TIE -DOWN STRAP
36' MIN. CONTINUOUS AROUND JOISTS. _ CONTINUOUS AROUND JOISTS.
TO
rE S:
ND ANCHORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 [3150 DESIGN LOAD]
ENGINEER APPROVAL:DAPIA APPROVAL*NO
1.tSIALL
2.
AD-TD-DO01 [TD�NERAL NOTES] FOR NOTES ON GROUND ANCHOR 1167AL AT10N.)
A PER AT EACH ETD OF THE SHEARWALL JCSTS (PER TIE ABOVE DETAILS).
pp
/yPPROVED BY
3.SHEARWALL
IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS-MEIDFR) NO
Ott4 STRAPS OR PIERS ARE REOIARED (ALL SHEARWALL CONFIEAXRAMONS. ALL ZONES
D ALL EXPOSURES).
JOISTS, ALL DBL S/W CONFIGURATIONS.
^�
//o fT
John C. Doeden, F.E.
4.
E-D0TH71 STRAP REQUIRED AT EACH END OF
MAY BE USED.
�..,.
5..
ILING sHHOAN CATHEDRAL OR SLOPED, FLAT CEILING
15133 C. R. 22
6.
ULL WIDTH 94EARWALLS ARE SHOWN W THE DETAIL ABOVE, HOWEVER, ANY LENGTH
C&61M. ATION SHEARWALL MAY BE USED.
Goshen, IN 46526 aa�iucl A�osNm�iur'-�►x
7.
S DETAA UAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
NOTICE DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE sKanCATOS AND DRAmta ARE R.R. 4-09-96 A
Omamm. PROPRETARY, ANDCONn00n1AL DRAWINGE:MATDMATERIALS OF JACOBSEN uA UM'DIRING ��, S/W CONFIG. TIE —DOWN
P.O. BOX 368 SM MAWJM&S ARC PROVIDED TO THE
SAFETYHONER(8 3) 726ID 1384695 IOPID+TWWM PINPGYSREI MLDlSRM DRAWING NUMBER: AD—TD--0111
63
PORCH ANCHORING
DOUBLE HEADED 3,t
NO TES:
1. SEE SET-UP MANUAL MC ADDENDUM FOR APPUCW BLOCIONC
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
t-4 P75--
NOTICE. DRAYM BY -
By
M-T
W'7—
JACOBSEN HOMES 7NESE sPEar-Amm AND DRAVAMM ARE M. T
MONAL. PROWKTAWY. AND CMMnk
l4p, P.O. BOX 368 WAIMALS CF JAMM4 MANWACAMC EDRA ANC 7*17LE:
SAFETY HARBOR, FLORIDA 34695 we S" MATMALS ARE PROMM To IK
PHONE (727) 726-1138 'M� FOR W" PffM AND MAT IIE DRAVANG MJWk—
I KEPT MWMDM& AM c-PPIT rRam omm
MNDZONE III
EXPOSURE C
(11D MPH)
20 PSF R001
10 PSF D.L.
109,47
1. _OAPIA APPROVAL
ED BY
'19INC.
MANUFACTUREO HOME
C71ONAND SAFETY STANDWS
IFEC ii 4 m
1 12-13-103
PORCH ANCHORING
AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
DWN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
APPROVED VERTICAL TIE-D
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD)
L�
6
s
Y[
t
Vf
H
VERTICAL TIE -DOWN
C
TYPE 1, FINISH B. w
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035' c
IN THICKNESS, CERTIFIED BY La
A REGISTERED PROFESSIONAL kx
RADIUS CLIP
^II�Ii—III
III
RADIUS CUP MUST BE INSTALLED ON
I
I— -III —III—
_ ALL TIE -DOWN ANCHOR BRACKETS
ANCHORING EQUIPMENT
III I (INSTALLER TO FABRICATE RADIUS CUP
—III —III -I BY PLACING A STRAIGHT 3' LENGTH OF
CAPABLESISTING
1 1/4' X D.OW TIE -DOWN STRAP
THE WORKING LOAD -III-I I I
—III—
REOUIRED ON THE MATERIAL IN ANCHOR SLOT AND BENDING
I
TIE -DOWN SPACING
—III —III-I I TO FORM THE CONFIGURATION SHOWN.)
TABLES OR OTHER RADIUS CUP MUST BE INSTALLED 10 PROTECT
DETAILS FOR TABLES)
III I I
SEE OTHER DETAILS _ —I —THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
THE STRAP
FOR ANCHOR ANGLE. I I I -I I I I INSTALLT
-III -I N THE RACKETOQNWN
i— OF' THE RADIUS CUP.
C- DpF
�a OVANO O'• '-
DAPIA APPROVAL
VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
__ '• �N�a70357 �
PROVED BY
DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
AND INSTALLED BY OTHERS- ON
SITE.
HORING EQUIPMENT EXPOSED TO WEATHERING
LL HAVE A RESISTANCE
F3R
TA F ;• c
p.�•, ��(�J�,
TO WEATHER DETERIOR-
N.
%�� F� . vD A , . ��������.
INC
C
' �]
TECTION SHALL BE PROVIDED AT SHARP CORNERS
%S���NAL111�•`����
roa i�`iunallos�rmrl a q
RE THE ANCHORING SYSTEM REQUIRES THE USE
ANCHOR BR NrpTIE _pp
XTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
DEVICES ARE CERTFED BY OTHERS
JACOBSEN HOMES
NOMCe
TK%
DRAWdI BY: •
C.L.Y.
DALE
5-31-95
MY. LETTER
„
P.O. BOX 368
7EODG7WNs Alp ORAIIINGS ARE
ommm. PROPIYTART, AND CONDOOiTIA1
MAIERAS AW OF N YAUFAC1LOW
HC S 01 YAMULS ARE PRDVtO TO THE
^
H
DRAWING TITLE
ALT. X-DOWN APPL.
SAFETY HARBOR. PHONE (813)FLORLDA 726 1138+695
wl ow'm k Ab 9:an nm Cn+E%
DRAWING NUMBER AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH. -
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS.
t0
rho
IF NEEDED. USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
41,
GRADE 1 STEEL STRAPPING
l•(i
�J
1 1/4' WIDE do 0.035'
f IN
THICKNESS, CERTIFIED BY
A RIpST1ERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE
CONFORMWI ING TH ASTM STANDARD
0
SPECIFICATION D3953-91,
0
STANDARD SPECIFICATION FOR
III
STRAPPING. FLAT STEEL. AND SEALS.
III
II
ANCHORING EOUIPMENT —III III
-III
1(-
-I I -I I
CAPABLE OF RESISTING(
THE WORKING LOAD
-
REQUIRED ON THE
TIE -DOWN SPACING
I
_
TABLES (SEE OTHER
—III—)
DETAILS FOR TABLES)
I
III I (-
_
SEE OTHER DETAILS I
-I
FOR ANCHOR ANGLE.
I I I I
I .III
v1 I
NOTES:
EI13: ' P E' �•
DAPIA APPROVAL:
Q' fVO. •� '•
I. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
910334 -
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
* ,. ,� =
APPROVED BY
2 ANCHSHALLRING HAVEEAUIPMENT RESISTANCE EXPOSED WTO ATHERING
EAATHER ETER OR-
- 'O ' STAT C C:� : ti� `
REVISED
ATION.
�'� ��' �' OIAN����r
Torr.�ss
NIP'THE
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERSWHERE THE ANCHORING SYSTEM
N
I'
USE////L
E(SEEERADI
'�"�'�
`��
OF EXTERNAL STRAPS OR CABLES S CLIP).
JACOBSEN HOMES
THESE SPEOi1UiIm AND DRAvaRLS ARE
DRANN�Y: R R
DATE- 10-05-96
�V
®
OPID14AL, PROPRIETARY. AND C0141DENTIAL
MATERIALS OF dAC08SEN MATIUFACTURINC
ALETTER:
0RAMING i1TLE:
ALT. TIE -DOWN APPI
P.O. BOX 36B
IK. sva MATERIALS ARE PROV= TO THE
.
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
REOPOIT rCR TPEOM PURP Z AHD MUST BE
PVT CacMrk AND POST (ROM OTIEP.•i
DRAWRIG NUMBER
AD-JD-0210.
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
35 ANC1E I I_I I M
=III =11 i-
ANDIORS INSTALLED 24' APART
MARRIAGE LINE OF MULTI -MADE
35' ANGLE
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1 /4" MADE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
NOTES: MAL FQ DAPIA APPROVAL
.` �0•,.�G�STf,q.t�2��.
1. ALL ANCHORING EQUIPMENT SUPPLIED �
BY AND INSTALLED BY OTHERS- ON SITE. . Q' N0. O AFT= =; `;`ED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ ENE8703571 ': * = .; I ' 5
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-,19
= •+
ATION.
:>N
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS INC,HERE THE ANCHORING SYSTEM REOUIRES THE USE �� �` '• �^,G ' C1�'�`�,�,�,`�
OF EXTERNAL STRAPS OR CABLES. f'��a 'y(3� �.`� CA6iRA7OlAlOSAi{1Ti9
NO71CF.MW BY: DATE REV. LETTER
JACOBSEN HOMES
THESE s{onunoHs AND oRArNrs ARE C.L.Y. 5-31-95
ORONAL PROMb MY. AND "max1IIAL ORAMNG IITLE: ^
„ P.O. BOX 368 MATUdAS OF JACOBSEN MANLKACnMG COL. TIE —DOWN APPL. H
Sm MAIERNLS ARE PRONGED TO THE SAFETY HARBOR, FLORIDA 34695 RK MCKW raw SK= FMOSES Alp MW K DRAMANG NUMBER
PHONE (813) 726-1138 ant COI M7A AIp SECRET nmm aTNERS. AD—TD-0251
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EOLHPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / WN.
E n
COLUMN STRAPS
SINGLE GROUND
ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF Wln-WIDE
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER DR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR.,.. (3150#)
...nlnnu
, No.. F
• • RE87p&;}=
�7 1 ii V� •
%,s/ONAL Ey�°
ROVED BY4
JM 1 5 M
lirTINC
11 N0710E .. 'DRAIN BY: DATE: REV. LETTER-
i JACOBSEN HOMES TWM VEMnCA CNSRYAND MAW=AM C.L.Y. 5-25-95
■ UMAL vRGMUA. AND OON,C011UL DRAMING nILE:
WIERIALS OF ,IA85E11 C0MAM,rACilMC
COL
��r TIE -DOWN APPL.
P.O. BOX 368 I C 901 MAC ARE PRO40 TO TIC HARBOR, FLORIDA 34695 RECPENT r(M SKCF C PJMS AIEI VM BE DRAWING NUMBER
mm PHONE (813) 726-1138 K" oaFmiK A,O Rau no o11E1LS AD-1D-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT-
CAPABLE OF RESISTING
THE WORKING LOAD
OF 40DO / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
m
MARRIAGE LINE OF MULII-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#)
,I1IIlI1II
ENONEER IC I DAPIA
�r••'G15TEy�V(�
No.w^o_'
PROVED BYE,
1'11M E INC
RDENr��Mi1CRi®K7
cA6TwaINoswc"iWmm
N017C1: .,III IDm"ller DAIS REV. LETTER:
LETTER: HOMES 7KSE SKOFICJIMM AM OUNLIa ARE C.L.Y. 5-25-95
a Lwvd. PROPR[TARY. Aw ooR A"m DRAWWG TITLL'
P.O. BOX 368 1A1RIAIS OF JACOM MANUfACTLRINO COL. TIE -DOWN APPL.
qG SIM MA7U& S ARE PRDMW TO DIE
SAFETY HARBOR, FLORIDA 34695 MEOW TOR SIECEIG Pino AIO mM K DRAWWG NUMBER
PHONE (813) 726-1138 107 COIiLDITUI MO MW IRUI ODOM AD-TD-0253
70
ADDENDUM
18411 WIDE COLUMN TIE -DOWN APPLICATION
Ca.U1W 'K - - - - DOUIUN �'A
ISEE TABLE FOR uAINAAI SPAN FOR COLUMNS 'A' OR
r
ROVED BY
IP INC.
MANUFACTUREO HOFIE
CIO AND SAFETY SWIDARGS
MAR 0 3 1g99
COLUMN 'E
y COUA/N VC
ISEE TABLE FOR umm SPAN FOR COLUMN
TV
OF ANCTIORNO REOb
(SEE AD-TO-101,
AD-7D-0252 AND
A -7D-On4
SEE NOTE 1
MAXIMUM AUDWABLE SPAN
COLUMNS 'A', V. V OR i
CM=a V OR 'C
Caw I'
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
EXP. V
EXF. V
Ems. 'C'
EXP. V
EXP. 'C'
OP. V
DP. 'C'
EXP. V
E71P 'C'
DP. V
EXP. 'C
Ems. V
- 31501 ANCHORS
31-4'
25'-6'
29'-4'
20'-,C
37-4'
25-0'
29'-4'
20'-4'
37'-4'
25'-6'
29'-4'
20-4'
1 - 31501 ANCHOR
18'-c
12'-10'
14'-7'
10'-Y
18'-6'
12'-10'
14'-r
10'-3'
18'-6'
12'-10f
14'-7•
10'-3'
1 - 40DOI ANCHOR
2S-W
16'-4"
18'-7'
13'-0'
2S-B'
16'-4'
18'-7-
13'-0-
23'-8-
16'-4-
18'-7-
IX-O'
SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
c fy � • . 93. a(
a.
No.
S
910334
STATE OF::��,,;
•ulr;,
A APPROVA 0 3 jJyy
APPD BY
ING.-
on I�wati'*°'n
JACOBSEN HOMES NOT[C1� M T DA'E 2_9_99
nKSE SPECW-ATM AND ORAWNM ARE
. ORIMUL PROWARV. AND CONfI0 IK DRAWNC TITLE: _
„ P.O. BOX 368 MATERIALS OF JACODSEN M~AC1URM I84° WIDE COL. TIE -DOWN APPL.
WC SUCH MAXIMS ARE PROVIDED TO I K
SAFETY HARBOR, FLORIDA 34695 RECPUNf rOR WECAC PURPOgS Me WSI aE ORAWM WMBER:
PHONE (727) 726-113a PFPT OMOV NNOAL AND SECiET rROW CUM AD-TD-0254
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 1
A B C
24' LARGE OPENING 24'
SEE NOTE 1
a I/Y.Ynnv TLn11YnL ILL— Hll alV .) %n N147M
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIWW SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL 71E-DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF Z-O'
(24') FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWME
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACIM
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM T1E-DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAI.AWE
TIE-DOAN'SPACING TABLES (SEE OM DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-M-00011 FOR ADDITIONAL REQUIREMENTS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
j%IIIIITII
C. C
=,%S T E
ENE8703571
_._
Am ..
c./�dA�ji�`.•t��.
MOOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
N077CE I DRAWN BY:
IIHESE SPEOFIFJ MIS AND ORAUNZ ARE
CRONAI. PROPRIETARY. AND MWM71AL
MATERIALS OF JACOBSEN MANJFACTLFdIMO
NG 10 MATUOLS ARE PROMDED TO 1NE
REOPIM rOR wax Pin= No MAT K
107 CDfDOMnk AND 4aiT FROM Ord=
DAPIA
ROVED BY '
.>l)n) 1.5 1995
INC
C.L.Y. IDATE: 5-31-95
TYP. SINGLE WIDE T/D
OD-TD-0300
V
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
24' URGE OPENING
SEE NOIF 1
COLUMN SUPPORT TIE -DOWN STRAPS. REOUItED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
L2r [2j
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SHE BE -DOWN SPACING TAB -NORMAL
IUD/OR ALTERNATE- FOR MAXIMUM SPACING AL.ONID).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR MONOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2W
S24') FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ���TTTu1u Aq,AA�''
ALL BE -DOWN STRAPS AS SHOWN IN THIS DETAIL ``���`� N C• O pF ����
NOTES: Vy �: •.• 2 'y DAPIA APPROVAL•
• N0. O '
1. LARGE OPENING =ANY OPElGNG WIDER THAN MAX TLE-DONN SPACING ALLONED. NE8703571 OVED BY
2. VERTICAL TIE -DOWNS MAT EXCEED THE STANDARD VERTICAL lE-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 i OF
BE -DOWN SPACING TABLES (SEE OTHER DETAILS). //, �(_41 - I_ Jd 5 W
3. INSTAL. FRAME IS AT ALL VERTICAL TIE -DON LOCATIONS. '' •.....�����
N
4. SEE AD-TD-0001 FOR ADDITIONAL REOUVEMENTS. ���jj��/oNA� E ``�%`
A'N01EII6BMKRl�D TIE-oowN
DEVICES ARE (iR VXD BY OTHERS
NOTICE DRAWN BY: DATE: REV. LETTER
JACOBSEN HOMES TNEsE sPECHICATIONs AND DRAWICS ARE C.L.Y.
OMONAL PRWRUARY. AND OCNn=TM DRAWING TITLE: ME n
P.D. Box 368 LIMM"LS OF'µ�N UMLPFACA.PoNC M. MULTI —WIDE T/D H
HE
SAFETY HARBOR, FLORIDA 34695 REOPn9Oin FaR vw RiIMM AMm No I A K DRAM7NG NUMBER
PHONE (813) 726-1138 PuT CarMmq mo SECRET nKU MOM AD-TD-0310
71
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS I
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) ONLY.
TIE-DOWN
SEE DETAIL - V
SINGLE WIDE TIE -DOWN
DOUBLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN I
A k B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT I
OTHER LOCAnoNs.)
�.
T.
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE -DOWN
BUCKLE WITH 2O251
IY MINIMUM
SEE DETAIL - 'A'
SEE DETAIL - V
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
• ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (315o LBS. MA)oNUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 IN X .D35' MINIMUM
21NK COATED STEEL STRAP. OR EQUAL WITH 3ISo*
CAPACITY IAMMUM) x 1.5= 47zs r UE_T1r,w w
E.oAC Ogr.ACIYy
���Illlfff
NOTES: ENa
FO
•OX:••''l•' '
1. SEE DETAIL 'B' PAGE Q Fa MARRIAGE WALL 1F1
�• : T
OPENINGS GREATER THAN 49 INCHES. & VP To 1-7 6M I)e1 &vT
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 tBxH
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM
PIER CONSTRUCTION. STATE OF 1
APPROVED BY
!� to 2
'N M 11 V a
Oo6vuaaurc bNETT asAiovab
JACOBSEN HOMES THESE sKanGnm ma wuwm ARE oN>ixN BY. RR °A 10-31-95 ' LETTER
ORIGINAL. PROPRIETARY. AND CONnDDI1'A1 DRAWING 11TLE:
P.O. BOX 368 MATERIALS of JACOBSEN MANUFACILRINC ZONE 111E-DOWNS
RIG. 9XH MATERIALS ARE PRMW TO 1NE
SAFETY HARBOR, FLORIDA 34695 RECRENT FOR SP= PUWOSES NO BUST BE DRAWWG NUMBER
m PHONE (813) 726-1138 IDPT CWWRAE ANJ SEW FROM ODM AD-Z1-0001
74
ZONE I TIE -DOWN PLACEMENT
MCAL I -BEAM
11E-DOWN
MAIN FRAME I -BEAM
SEE NOTE /1�—
MAIN FRAME I -BEAM
END I AD
SPA GI
CENTER
SPACI
CENTER
SPANG
SPACING
INMI
CENTER
I SPACING
ISPA�ICI
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
END
��•
xnu•VI
rAUNV
i YAUMP
WAURU
TYPICAL I -BEAM
T1E-DOWN
MAIN FRAME 1-BEAM
SEE NOTE 11-/ SEE NOTE 11�—
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
END I CENTERj CENTER ENDSPACWC SPACING SPACING SPACW.• r.
TRIPLE WIDE TIE -DOWN PLACEMENT
co
c*
C9
C.,
NOTES: eNaNEER, �. DO��, DAPIA APPROVAL
T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF �� �r�TIFIQgj::C�i
� APPROVED BY
MARRIAGE WALL OPENINGS W,DER THAN 49 INCHES. NO.OL74549A
STATE OF • '
1j• * �%`4% net] rrv.-nrwsae
e ., _ .• 1.. •_:a.' 6P.:,RiJGTO,ROSIf(R STA10y6ii
NOTICE: -'• ow"I `• DATE REV. LETTER:
JACOBSEN HOMES THESEsPECIncATmAHDDRA,YNGSARE' RR 10-31-95
OFdONAL• PROPRIE ARY. AND CONTMT'AL DRAWING TIRE:
P.O. BOX 368 MATTTOAIS OF JACOBSEN MANUFACTURING TIE -DOWN PLACEMENT
,I M Y" MAWYW ARE PROMM TO THE
SAFETY HARBOR. FLORIDA 34695 RU PW FOR SPC= PWOM NO UM BE DRAMTNG NUMBER PHONE (813) 726-1138 IVT Dxf=nk No SEOV neou orMM AD—Z1-0020
.01
76
ZONE I INSTALLATIONS.
1.1I FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
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 acd,
FEB 0 1 2000
INC.
DHow
." Swwm
11
JACOBSEN HOMES
NOTICE.`
THESE • Am ouma AAC
Utcelm or. uwu:
M.T. z-t-oo
MY. acfan.
CUMAL PROPQALfAll. AM CaWKNIAL
uAwms m' aAt: = usurxmft
DRAWM nnE:
ZONE 1 INST.
/
\�
P.O. Box 360
' fuel YATMAtS AK PPOWO TO TX(
�Hl
SAFETY HARBOR, FLORIDA 3�695
KMW rCR >iM PusfM AM KW k
DRAWM KNOER:
PHONE (727) 726-1139
lo:P+ cawccw ti no stvtt:T rotas♦ coats
- - AD— Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER I \
ZI
co
is .
Ll
Ti
MAXIMUM PIER HEIGHT FOR VAPoOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
ZMNE1 ZOW
EXPOSURE 'C' 90' 56'
EXPOSURE 'D' 39' 46'
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSDE BEAN THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA HALF
(IE. ONE EA. BEAN, ETC...)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE 9DEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOWREMENTS.
24' MAXIMUM SPACING TO FIRST SDWALL TIE
FROM EACH END. OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREMEHTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET—UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
NOTES:
EN RDV -tV '"""
%5"�tEA?�
DANA APPROVAL:
1. FOR QUAD SECTIONS EACH TOUSLE SECTION' OF THE UNIT SHALL BE DESIGNED
' Q` NO, =APPROVED
BYE;
INDEPENDENT OF THE OTHER STRUCTUX (IE. SHEARWALLS, TIE -DOWNS, RIDGE-
EN 0357 '•
BEAMS, COLUMN SUPPORTS, ETC .. ARE CALCULATED FOR EACH MULII-SECDON.)
.JON ' S
UAm/ACIIMMD 109
JACOBSEN HOMES
NOTICE.
THESE SKOnCATMS AND DRAMNM ARE
DRAWN BY:
C.L.Y.
DATE
5-16-95
KY. LETTER:
DRAWING TITLE
-TNT. UNITS
P.O. BOX 368
CRLONAI• PROPRETARY, AND CDNF1DOt11N.
YATMALS OF JACOM MMUFACTURINC
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
W- SXH MAMMAS ARE PRONGED TO DIEADDENDUM
REOPENT FOR !'ECM nrtF M AIO KW Ile
ION cwm+TUL AND SEaET TRCM OT'm
DRAWING NUMBER QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI=WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETAIS�
30 GA. GALV. STEEL STRIP
NSTALED OVER MATING LINE
JOINT (SEE PUN NEW BELOW)
ROOF PERIMETER RAIL
OR ROM BEAM
CROSS-SECTION
30 GA. GAIN. STEEL STRIP
8' X LENGTH OF ROOF SSECDONS
MAY BE OVERLAPPED 2 MIL)
W/STAPlES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE N07E 1)
30 GA. GALV. STEEL STRIP
SECIJRED WITH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DECKNG
2 " . O.C. MAX SPACING (TYP.)
38' X 5' LAG SCREWS
134 O.C. (ZONES 2 & 3)
STAGGERED .
DAPIA
1. 30 GA. GALV. 51RIPS USED MAY BE WEND DEFLECTORS NO 9�cO �ir P ':'�. D 8Y
REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES _ ENE8703571 JUN 1 5
STEEL SIM MAY BE CONTIM101JS OR PIECED. �•�
2 BE SHIPPED LOOSE AND SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY : �•� = INC
NSTILLLED ON SITE AF U _ '• / n � j N
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % �,�'•, /� �J (. ; ' ����
TRANSIT DAMAGE AND TO ENSURE THE SI9NOLES LINE-UP '��� F` ' . D(4 .•' �C���`• a"10 �
FROM ONE SECTION TO THE NEXT. .
NOTICE Utt owmwvt. DAIS REV. LETTER
JACOBSEN HOMES SSE SpEaFKA,Ots AND DRAwm ARE C.L.Y. 5-16-95
OWNAI, PROPA[TART, AND oaauL1111A1 DRAWING IRE
P.O. BOX 368 &a tl M A`TO THE
ALT. ROOF ASSEMBLY
SAFETY HARBOR, FLORIDA 34695 mmm rat go RFr= NO 1115T K DRAWING NUMBER:
PHONE (813) 726-1138 rant MfDtJ111AL AM SEM nKU OTMM QUADAD02
79