HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET-UP MANUAL ADDENDUM
81111"Y 83
❑ter❑
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
Th"se specifications and drawings are original, proprietary, and confidential materials of
Jacfobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
puiposes and must be kept confidential and secret from others.
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C,
contact the Department of Motor Vehicles
850-413-7600
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
/DUCT SUPPLY OR RETURN
DOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
BY
IM15M
INC
III NOTICE DRAW BY: DATE
JACOBSEN HOMES : REV. LETTER
TNESE SPEaFICAT10N5 AND ORANINOS ARE C.L.Y. 5=30-95
■ ORCINAL. PROPIOUARY. AND CONfiDENTULL DRAWING TITLE
P.O. BOX 368
YATIMALS OF JACOBSEN YANUFACTURSNC
Nc sua WAMMS ARE PRONGED TO THE
IMFEXTERIOR A C DUCT
SAFETY HARBOR. FLORIDA 34695 RECMT FOR SPECFIC PtAFOSFS AND MAT BE DRAWING NUMBER
-
PHONE (813) 726-1138 IVT MWE01na AND SEOV FRDu oTN n AD-AC-0001
L
3
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DIc_CCNTI
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)
NOTES:
NOTICE:
JACOBSEN HOMES
1RRESE sPEaRTunoes AND DRAtNHGS ARE
ORIGINAL. PROPRIETARY. AND OmMENTLAL
'„❑ P.O. BOX 368 MATERIALS OF JACODSEN MANUFACTIANO
SAFETY HARBOR. FLORIDA 34695 K. SUCH MATEPULS ARE PROMMED 10 THE
RECIMIT FOR SPECFIC PURPOSES AND NAT BE
PHONE (813) 726-1138 PVT CORiWTK AND SEORET FROW OTIM
DW APPROVAL
APPAOVcD BY
0 5CV
14IN
R+A,osArcnst.�ovrs
DATE:
C.L.Y.9-28-95
W.H. VENT. SYS.
AD-AC-0100
4
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
0.131" X
NAILS OR 7/16' X 16 GA.
STAPLES PER TABLE:
0.016' X 1 1/2' MIN. STEEL
STRAP ® 48" O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
NDS01
LL ZONES)
EPOSURES)
rl AM IAI.►T
FOR GAPS IN FLOOR SYSTEMS
TO 1/2",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 GO '
THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
m11E
IDPOSURE
3/8' x 3 1/r U►G sc>"
30 GA. STRAP FASWO W/
7/16' x 16 Gil STAPLES
we 201E
ExT'061AtE
1NMA1 "BER OF FAS71MM REQUIRED
G131' x 1 1/2' ws
7/1TS x 15 GA. S1APM
MAN" SPAM
HAMA1 SPA=
jI2
W O.C.
21/P GC
3
S
2
b'
it D.C.
1 7/T O.0
b'
4
7
'�3
RT• D.C.
2' Q t
'C
4
7
3
b'
1i' GC
1 1/Y GC.
b'
i
a
'I APPROVED BY
1. 1' NTN. PENETRATION IS REQU U ON STAPLES FOR NfL O.WC SCRAP. Revised
2. WOW SAYS TO BE R!'PED ERN SPF #3 WIL. OR BETRQL May 24,2006
I(3' x 4' X CAP ■DTN 10N 92� 'r 'L�,,O,16
(OSB OR PLYWOOD YAT RE USED F IIm m EQUALS GAP vmhl-4' X 4' OL 90 John IC. LKiA en. P.L. IN7AINC.
3.
108' NA>0 N SDEWALL NE101i. FEDERAL MANUFACTURED NONE
K? I~Fig;fiY39i!TIg, £'tu CONSTRUCTION AND SAFETY STANDARDS
4. SEE OTHER DETATIS FOR SEAL= FLOORS FOR AIR WLVAXK
.I
JACOBSEN HOMES ,1m�> MR AM DRAW BY. M T 05-22-06 r:Ev `Ermt
ETY
onm
w1E1aNs W �AcoDM MNWACWW4M DRAW DTLB
mP.D. Box� >10 M/W FLOOR FASTENING
II SAFHARBOR, FLORIDAPC 3= MA,� ORI34E93 RbTart t7 w fm lG4C nl06F3 AM NOT R DRAY" NUUMt
II PHONE (813). 725-1138 oorm w m smut no o*m AD—FA-0001
lip
5 -.
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/27 MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
APPROVED BY
woo
Z�'
ed
2j 06 ON11 1 �,2006
Huhn C. Du�R, I.L. I
I<2 Enci+rrsering. Ina. FEDERAL MAIIIIFACf11Rf0 MorE �
[:ONSTRDCf ION AND LFEIY STANDARDS
I
JACOBSEN HOMES ram� o,,,m= &W °iAy" Br. M.T. DAM05-22_os `u"I`�"m
omw. Fwwwm% Am B
whim ' °F �"00m"'""'�/°"'AN0 M/W WALL FASTENING
Diro P.M eox maMe 2 01 wants AV MW= 10 M
sAFM ONE HARBOR. FLORIDA i� 95 un 029monmp RR 'A`A =1113 M NEW NOWOK orurwc AD—FA-0010
i
ADDENDUM
MULTI —WIDE ROOF FASTENING
(1� CENTER LINE OR MATING
!� LINE OF TRIPLE WOE UNITS
30 'GA. GALV. STEEL 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
8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOW.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
WNND DEFLECTORS REMOVED FROM
aLAG SCREW SET BACKS ROOF IN OR0NAL CONDITION,
FOR TRIPLE WWDES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WMOES�\ PAN VI W
1 4' 23,C
3/8- X 5' LAG SCREWS .•LAG SCREW SET BACKS
TRIPLE WOE ROOF LINE (2 1/4- SMOOTH SHANK) FOR DOUBLE WIRES
TALL LAG SCREWS I I� SEE CHART ON AD-FA-0001 FOR TRIPLE WIDES
lT A 45' ANGLE _ r: FOR MAXIMUM SPACING
rr r
STAGGERED 2 1 4 P347
1 4'T034"GAP
ROOF PERIMETER RAIL-J" I I
OR RIDGE BEAM
'OR RIDGE BEAMS SEE NOTE J4)
CROSS—SECTION FOR GAPS IN ROOF SYSTEMS INSTALL WOOD SHIM AT ALL LAG
TO 1/2-, INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2%
NDS01 REF CALC. PG.
(ALL ZONES) CROSS—SECTION _1 GAP) C WA- 91.01- 91.07
LL EXPOSURES)
TF'S• I UMUR APPROVAL I DAPLA APPROVAL
2 1/r WL PEICI RATIGN INTO RECIMG MOM IS REQLM FOR LAG SCREn
MW S M 10.8E WM RtGM SPF P UK ON KTTM
X r X GAP KIN MN. S2E)
APPROVED BY
ir
0S9 OR FLY#= WAY K USED IFMMOS EQUALS GAP N011 4- X C MIL S ZO
SET OTHER WrALS FOR COMPLETING ROOF lrtQECTIOk
JDhn C. n• P k.
Revised
May 24 , 2006
4 *8 NSTALLNG A LAG SOO KM A Iif M BFJU1, nM-Doll A 3/8' CIFAR a
INC.
i WE T14{ m im FIRST RIDGE M44 S£ "-ORLL A 1/4' HOLE 1 =GH THE
EngWverhyg, Inc
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
RECEINND RIDGE KAM FM 1HE MtFADED PC41TM OF LAC W THESE DIMS ARE
FOR 31V LAG SMET+lS OFLT.
Hle UMUM SMML HEIGHT.
JACOBSEN HOMES
KoTlDRAWN
MEN SKMCAIM Ado DRAW= ME
BY.
M.T.
DATE
OS-22-08
REV. LETTER
A P.O. BOX 36e
MONAL PRGPWMY. AO WfV"A
HAMIA s GF APZM TR UNWAM"'D
DRAYRRG 11IIE:
M/W ROOF FASTENING
C
SAFLTf HARBOR. FLORIDA 34693
PHONE (613) .726-1136
3UOI YAIDWS Ai MOM TG THE
wnmff m 9T3tiE p1r6g5 AD FEET MEDRATiNG
aT Cwmomt to mw FACE oram
NUMBER
AD-FA-0020
iM
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
_ : Mill TI—winF RnOF I INF
i
BEAD OF ROOFING CEM�N, T
RECOMMENDED EACH- SIDE
DAPIA APPROVAL•
'PROVED BY
.111N 1 5
Noz7c> DRAWN BY: I DATE:
JACOBSEN HOMES
THESE 511011GTu1NS AND DRAYIHGS ARE C.L.Y. 6-5-95
CM=AL PROPWE ARY. AND C@tlIDET111N. DRAWING TInL- M/W ROOF SEALING
P.O. BOX 368 MATEAIAIS OF JACMSEN MANUFACTURING
w- 9xm MATERWS ARE PROYM TO THE
SAFETY HARBOR. FLORIDA 34695 REOPENT rOR SPECFIC ROM AM 00 K DRAWING NUMBER
PHONE (813) 726-1135 IVT CWMTK NO IOU rRGM OTHERS AD-FA-0025
8
MIP
S
(SEI
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
RECOMMENDED OVER
EDGES - LOW SIDE
11I 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
3EAD OF ROOFING CEMENT
Z BEADS REQ'D HIGH SIDE
BEAD RECOMMENDED ON
HE LOW SIDE)
BY
JUN 1 5 W5
INC
II NOTICE: DRAMM BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE sPEonwa+s AND DRA mGs ARE C.L.Y. 6-5-95
CMUNAL, PROPRIETARY, ANO C0181OFJHRAI. DRAMING 1111E
„ YAIERIALS OF JACOBSEN YANUFACAl a
P.O. Box 368 M/W ROOF SEALING
INC. SIXH MATERIALS ARE PRONOBD i0 T�
SAFETY HARBOR, FLORIDA 34695 FICPINT FOR SKCFIC wanes No KW BE DRAMING NUMBER:
PHONE (813) 726-1138 IVT CON DMTK NO SGsiT 1R011 OHM AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH TNSTAILAnON-
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL FLASHING DI THE HEARTH AREA TO INSURE THAT IT HAS
BEEN INSTALLED (THIS F1ASKNG MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH.
I LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS:
A CAREFLI LY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 = 2' WOOD SCREWS
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
TWTH A NON-COMBUSTABLE CAULKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
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.)
TYPICAL WALL
WOOD TRIM I'
FACTORY INSTALLED FLASHING
DAPIA APPROVAL
APPROVED BY
IN 14� � 2
INC
DRAN07ICR ""A"" o ..
JACOBSEN HOMES
THESE SPEOI1C IMS AND IMNLS C.L.Y. 6-16-95
w
OFEONAL PROPMEMY, AND OONFlD TK DRAWWG TITTJ_ P.O. BOX 368 � „A VM �� T T� SHIP -LOOSE HEARTH
PHONE (813) SAFETY HARBOR. FLORIDA118 95 IV S AM SEGV � MsW& DRAw1NG NUMREA 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 BYO,T QED
ON SIR
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFEIY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED CY
INC.NIP]
FEDERAL MANUFACTURED HOME
ODASTama AND NFEN STANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. ,>c— TYP. OUTLOOKERS i
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIOEWALL
MARRIAGE WALL
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS \
(APPLICABLE TO ALL SHEARWALL5) .
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOWERS (PURLINS), ATTIC VENTALATION. 3/8' SHEATHING TO BE INSTALLED ON -SITE
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS. WINCZONE III
(I8' X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) (110 MID III i)
ALL EXPOSURES
NOTES: ENGINEER APPROVAL: DAPIA APPROVAL:
1. 3/8' WIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
AT ALL FRAMING MEMBERS. (NOIGLUE'REOUIRED) PANEL EDGES AND 3' D.C. APPROVED EY
LAC t
a I>RrreN, .E. Nc.
v%2 FEDERAL U REI HOME
CONSTRUCTIONANDsw MOM
z III
NOTICE: DRAWN BY: DATE
JACOBSEN HOMES REV. LETIER:
THESE SPECIFICATIONS AND DRATYWGS ARE R.R. 4-27-98
■ ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE
„ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING
SAFETY HARBOR, FLORroA 34ti95 INC. SIGH MATERIALS ARE PROVIDED TO THE TRUSS SHEATHING
RECFUHF FOR SPECUIC MPOSES AND WST BE DRAWING NUMBER: �1 PHONE (813) 726-1138 KEPT CONRDENTIAL AND SFCBn FROM OTHERS. AO-1�I IR-0001
12
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11VOO JOON 033NIH v *NRM=ffM u�� tea~ AW
90-zO-90 3trc To Ae MN SSMVW PMVDLNnB 30a SalgOH xasEio0dP
SOWONYLS AA:lvS ONv N01170NISM03 ,�ul `BLuif xjwu3 fr d M Odtl1113v�l*ivm Muduad • �l
O N L
�.d `u •o uups*
90OZI90 unr q Q
pasinag 'MJU150d ON5t90d onti Q3110t MOM 38D IDuM M Mx ail a1 NX33S JU 9 M 3VM
'1
NOOM04.-
Ag 03A0UddY
.IVMS N vwa -WAOxddv ii33NfJta
9'EZZ - O'Ezz -=Ia-O 'Jd 'OIVO 'J3a
ODOR
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NOLLISOd do-13S NI J008 039NIH
NOLLISOd ONWAS NI 300d 039NIH
'11M M 34 M 3M v JD Of t
bull MM OMY ON )W3S MH dD 00
A X 00 SLWd Oti A 3tv0at lWcN
M it Kft 3M ON S3JN301 Mrfi=
RM AMEV MM mm in WN lit
'All ZL 7fm"
9 NOulSDd d0-O M NDM 006
Im Am 3 m Dl mkvxl JD 3>+N=
rUVINQ d002I GaDNIH
HINGED ROOF DETAIL
UNDERLAYNENT TO BE GLUED 3' INN.
ON BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERIAVANENT AND
AND A MIN. 4 I/Y WIDTH OF RO"G CEMENT 10
TOP OF LAST SHINGLE ROW ON FIND ROOF SECTION.
(THIS IS 10 BE OWE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6: X B' BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE WITH
3-18 X Y WOOD SCREWS EACH SIDE OF GAP.
APPROVED BY
I�
Revised
Nov 30,2006
INFrIINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTES:
1. BRACE OM ROff SECTION N THE MSEDD P09DW BERRE SWWDNG HINGED
KNG POSTS INTO PG6111ON.
WINDZONE III
(110 MPH)
ALL EXPOSU '
�I
APPROVAL: DAP1A APPROVAL
i
I
! 1 ZS 06
John C• Doodem P•�'
K2 Eng+n - '
NOTICE: ORAWN BY. DAX- BEN UTTE
JACOBSEN HOMES ram sF,Eam au me mmmcs Ale D.T. 10-02-06
CAMML MFFATM. AM oussoo lm. DRAWING InD:. /�
MAMNALS OF MCBM UNWAMIfc }-'1
P.a sox 366 w 9" w lams m t� otm TO nrt HINGED ROOF D TAIL
SAFETY HARBOR. FLORIOA J4693 REwm Im Sf[I>!IC no= m mw K oRAW NU66ER
----PHONE (613) 726-1135 - mm cm mm on mm FROM aaTRa AD-HR-0003
14
C ATIO
LL ON SITE 15# FELT WITH A 6" MIN. OVERLAP ONTO MAIN
CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK —1
0
Q
F—
ONE—PIECE SHINGLE
UNDERLAYMENT
2' MIN. OVERLAP (TYP.)
..........
............
.....
................................
. . . . . . . .
IN. TAR AS SHOWN
.(APPLIED ON SITE)
.%SEE NOTE #3;.'...:::...
T�1 ...... ..
. a •
f I f l f l
3" MIN. ..... . .
SEE DETAIL 'A' '
1 I 1 I 1 I I 1 11 I 1 I 1 I
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH • 6 STAPLES (1" X 3/4" X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15# FELT AND SHINGLES.
DETAIL A
0
U
cn
i�
O
Ir
8
z
x
WINDZONE III
(110 MPH)
ALL EXPOSURES
NOTES- UAM Arl'INVAU
1. CEMENII11NG OF 15# FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
Z F NG OF 15# FELT IS NOT REQUIRED. (FASIBERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL A PROVED BY
SHIN S ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST as
COUR I OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.p
C.
4. INCLUD I IN THE HINGED ROOF ADDENDUM ARE DETAILS- AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT), IN
AD-HR OOOZ AD-HR-0003, AND AD-HR-0004. FEDE AL MANUFACTURED HOME
CON RUCTION AND SAFETY STANDARUS
I DRAWN BY: DATE REV. LERFR
JACOBSEN HOMES xW M M.T. s-20-o3
TH3E SPECIFWCATIQS AND DRAN17C5 ARE
■ ORN IOL FROFRUARY, AND CMFDFN11At DRAWING TITLE: SHINGLE AND UNDERLAYMENT _
MATERWS OF JWOBM MNWACMBNG
P.O. BOX 368 Bit SL= MAIDBNS ARE FROMM 10 111E APPLICATION ON HINGED SECTION
SAFETY HARBOR. FLORIDA 34695 RswW FOR 9'ECM FlIIIP= AND MUST BE DRAWING NUMSM
PHONE (813) 72B-113a WT Daum" Emu Rw unaL AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4® SCREWS,
6-1/2N O.C. MAX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16N X 1 1/2N X 16 GA.
STAPLES INTO EACH 16' O.C. RAFTER AND
3 1/2N O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYIIENT AND MNGLES.
SEE AD-HR-0002
ASSEMBLY DETAILS.
CRC - 167.01 - 167.02
1VA1 . I nAvu
a & 0.6---
John 0. ✓oedwi, PA.
EAgi[TdIaring, ITic
ALL
ALL
20
10
IDZONES
POSURES
ROOF
-D.L
APPROVED BY
INi
Revi ed
I1Oun 0)9,2006
NC!
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAMMY STAII.OIRDs
JACOBSEN HOMES None EIaAw
THESE sPEaTTaR er; DATE RE ri EETTO
naas AND auTANes ARE O.A. 06-06-06
ORIONA. PROPMETART. AND CONFID011UL DRAWNG TIM
MATUL43 or .MCMZN MAKFAVURND
P:o. Box 36a w- 9" MATEAA.S ARE FWDVM TD THE �A
PEAK INSTALLATION DETAILS
SAFETY HARBOR., FLORIDA 34695 K010 TOR SFECM KIM= AND UUST RE DRAMWG N(J&W:L N AD—HR—�006
PHONE (727) 726-1138 ID)r CD�trMU" AM 200 FRW COOL
16
SHINGLE-ZUNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAVER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF TO ROOF WITH A 6' MIN. WIDTH, OF
ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING ROOF DECK AND/OR EXSTING
FELT AS SHOWN. FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
BY
AUG
f®EM MANUFACTURED HDME
II NOTICE unenn or. ""': ncr, isncn:
II JACOBSEN HOMES TMSE SPEOFICATXEIS AND DRAWICS ARE M.T. 7-2$-04
II MMAL. PROPRETARV. AND CONFlOF]PTIAL DRATRNG TITLE:
„ P.O. BOX 368 MATEMALS OF AEA: SUOI COBSEN MANUFACTURNG SHINGLE�" NDERLAYMENT INSTALLATION
MATERIALS ARE PR0IEIED TO THE
SAFETY HARBOR. FLORIDA 34695 RECIPENT FOR SPECAC PURPOSES MO MUST BE DRATNNG NUMBER.
PHONE (727) 726-1138 KEPT COMMIIFI Nn0 SECKT FM 0111ER5 AD-HR-W07
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
fFASTEN TO FLOOR FRAMING
— MM W/ STAPLE OR NAB.
BANDING STRAP VRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WiERE 1HIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
DOT MAY BE USED WHEN A FULL SZE CLEANOUT IS INSTALLED AT THE UPPER END.
...., VIEW OF MAWPIPING
NOTES:
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES xortcE 8T: DATE KY. LETTER:
n,Es� sP[cElc,rnoRs Ally oRAYN7CS ARE R.R. 7-17-97
CAIFMAL PROMIARY. AND ta31DD1K DRATMG RTLE•
YARRIA" OF ,M78 & YMOL KIURNC q
P.O.eex 36e PLUMING SUPPORT
ARM 1rAW(CrX Art[ rao�RO ro nt DRAnING NMIR:
SAFETY HARBOR, FLORIDA 34695 aeeAwr rot �tOrrt AiU'OSrS No rusr et
PHONE (813) 726-1138 rE►1 COMItiorK NO 100 MV OHM AD—PL-0001
18
I
NOTES: DAPIA MOV)L
PPROVED BY
MAR.
INC
I ERALMANUFACTURED HOME
{ NSIRUC MANDSA INTAIMAM
NOTICE: DRANK BY: DAIS: REV. LETTER:
Til
JACOBSEN HOMES T� S ORrAT ps AM MAWNM ARE M.r. —30-05
ORmNAL PROWTARY, AM COR MDX DRAWING TITLE:AUTEWALS OF JACOM MAN FACTLRNG
P.O. Box gee We S CH NAQ)M AK 1 Eo To THE OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPEONC PURPOSES NO UM BE DRAWING NUMBER
PHONE (727) 726-1136 KEPT Cox MDAL AM SECRET FRcu own AD—PO-0001
taortc O.A. 10-24-07
I� JACOBSEN. HOMES.. T S TMAm 2 ARE B
■ omorw, PaoeaETArn AND CONFlpFNhAL DRAWNG DTIE
rAmaus ov IAcoeSEN WnnKAM04 ON SITE PITCHED ROOF DETAILS
'PA. BOX 366 • NC MM YATMAIS ARE Wi0 W TO T►E
SAffTy HARGM FLORIDA 34695 TFOR PM OF CWMtLAL AM M# DR"WNG NUMBEt AD—PR-7001
PHONE (727) 726-1135 . , .
II�
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 do ROOF), SOLAR TUBES AND PLUMBING
4 r VENTS SEE AD—PR-7007 k 70D9.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIOE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTAII
oc
L IL
REMOVE ALL FACTORY 1. S� „ rr1 FACTORY J
POLYVINYL BEFORE INSTi .act AD-PR-7005 do7006
ON SITE PITCHED ROOF R, ss
CENTER SECTION OF TRIPLE WIDE
P
yLj-al-" III Y
TYPICAL TRIPLE WIDE HOME
WITH SITE INSTALLED PITCHED
CENTER SECTION RAFTERS
DAMA
MNOZONE III .
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L.
A
PROVED BY
JUN i>}l
INC.
FED
ALMANUFACTUREDHONIE
CON
RUCTIONANDSAFETYSTANDARDS
ElEM
l
JACOBSEN HOMES
NOTICE:
WSE SPECIFICAWNS AND ORAWNGS W
DRAWN BY:
M.T.
DATE:
0-04-04
REV. IfTTER:
DRAWING TITLE-
OlMAL, PROPRETARY. AND OOFEbENDAL
P.O. BOX 368
P.O.
Owp
MATERIALS OF MAFEE CTUMNG
TERI
NG 20 MATERIALS ARE PR01�D TO THE
ON SITE PITCHED ROOF DETAILS
1L1`
NUNBER:
SAFETY HARBOR, FLORIDA 34695
RECIPIENT FOR SPECIFIC MPW NO NOTBEDRAWING
PHONE (727) 726-1138
IErrDaWCENIM NO SECETFROM OTiEFIS.
AD-PR-7001
19
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16- X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE It
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING
U.
SEE NOTE A2
18' MIN.
MA(SEE NOTE /4)BE RIDGE S lh I DECKING YYD
CROSS-SECTION
SITE INSTALLED 7/16- MIN. ROOF
DECKING SECURED WTH 7/16' X 1 1
X 16 GA. STAPLES, 2' O.C. 11AX. To
EACH 16' QC. RAFTER.
�- SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
ALL EXPOSURES
(110 MPH)
20 PSI ROOF
REF. PG. RC-07-0044 10 PS 1 D.L.
NDS01 RIF. CALLS. C-FS3 - 88.01
NOTES: EMCKU APPROVAL DAPIA APPROVAL
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW VATH
2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER. TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) �
Z jxCHMATE
LINE
RRAILS BEAMS) WITH O� Jun0 2006
E9QC. MAX SPA o bfPC'
3. SEE AD-FA-0020 FOR GAP TREATMENT BETVN SECTIONS. 3ohn C. P. FEDERAL
K2 Enginwrft, Inc. CONSTRUCFION AND SAFETY STANDARDS
NOTICJACOBSEN HOMES NEW WE,,M DRAW= ARE DRAW BY., O.A. DATE: 06-02-06
ORMA. KWOVANT. ro CONrIMML SM rlDRAWNG TIRE
wIMALS OF .MC01EiEN UWAKAM1006 A
�P P.O. Box 36e W. � AK PROMDW 10 ROOF TO ROOF ATTACHMENT
SAFETY HARBOR. FLORtOA 3469S RECM FN SM PUIPD® INl vtW K DRAWNG HU11 M
PHONE (727) 726-1138 un ewwnmL n4 s � i him ows AD-PR-7002
III
20
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
26' O.C. MAX. BETWEEN OUTLOOKERS
TOP CHORD
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
IRAFTER BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 ASCIA FASTENED TO OUTLOOKER
w 9- 7/16- X 2 1/2' X 16 GA.
STAPLE OR MIN. 6- .131' X 3' NAILS
(TYP" AT ALL CENTER BRACES)
2 X 6 OUTLOOKER
26' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT
-2 X 4 NAMG BLOCK
(INSTALLED ON SITE)
MIN. 3- .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND
MIN. 2— .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NA JNG BLOCK
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER WIVIN..131' X Jr
NAILS OR MDT. 7/16' X 2 1/2
X 15 GA STAPLES 16' O.C.
MAXIMUM INTO TOP & BOTTOM
CHORDS ONLY.
�— 2 X 5 OVERHANG FASCIA
J END ZONE ASSEMBLY NOTE:
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUTLOCKERS TD BE SECURED TO EACH
TRUSS OF TIE DOWIE TRUSSES LOCATED
N THE EWZOIE PER FASTEIER MW.
SPW TRUSS ONLY
REOb OUTSIDE OF
3 FT. AREA
_SS MAY BE
PLACED ON EITHER SIDE
1. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE
SEC ON TO BE DOUBLED.
Z SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EA TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
TYP. OUTLOOKER FASTENING:
FASTENERS:
oummr
PETETR lm
.131 PD NAIL
3
1 1/?•
15 GA STAPLE
5
Y
110 SCREW
i 1
1' (IML IF)
OUR DM FASIETM MAY BE IMAM v"NuLum n T
FROM TOP CHORD DM f PDM71OR ALL EXPOSUFtES
6 MAQ NKD. (110 MPH)
20 PSF ROOF
10 PSF D.L.
,/lc_ ^ /y6. o
APPROVAL APPROVAL•47"
ROVED BY
.mac. oodrM
K2 Englm^er.;ng, jm
NOUM DRAINI BT
THM SPEcmTow M o+uucw:s R.R.
QWM PRCMaMr NO CONWOK
MATUMS OF iA00W VMWACflRN6
NC W01 WARMS ME PRGM W THE
ImI "Fat SP n p m A10 WST eE
ITT colnoum AID SMWT RiRI DIM
wlii6" HJUM IQ INC.
MANUFACTURED HOME
ri1nN AND SAFETY STANDARDS
1-30-04
AD—PR-7003
21
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING 16' MIN.DECKING
16' ON CENTER I—nFFSFT
TRIPLE WIDE CENTER SECTION PEAK •
SIZE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION & REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINT I
SITE INSTALLED PITCHED TRUSSES
os
CL L
MANUF.INSTA
APA RATED ROOF DECKING
(OR EOUAL)
39
( n
4
ii
WINDZONE RI
ALL ERPOSU
20 :,1 ROO
10 PSF D.L.
NOTES: DAPu APPROVAL
1. 1/4- MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING A PROVED BY
PERPENDICULAR AND PARALLEL TO TRUSSES.
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0
SPAN RATED) DECKING (EOUAL OR BETTER). JUN
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE
SAME DECKING PATTERN. INC.,''
FED ALMANUFACTURED HOME
CON TRUCTIONAND SAFETY STANDARDS
I
NOTICE DRAIIN BY. DAIS REV. IEntw
JACOBSEN HOMES w-% sPfonCAR06 NQ NAMM AK R.R. 1-30-04
QVCKOA. F ROF INN. " COWnE I& D 9im nnF
0 MnweALS OF JcGM YWN:Vft6
P.O. Box w W, SUCH rnXRKs AK PROM p ra K ON SITE PITCHED ROOF DECKING INST.
SAFETY HARBOR.710695 "oR"1c "weER
PHONE (72)26-13WlcaDM AM SEMI � NM AD-PR-7004
22
:...
T._ ... .. - ...
_ _ ._t.
SITE -INSTALLED PITCHED ROOF.. VENTING
-rLtir c;C�1vl�;tc J�Lriuly
ir
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
i
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FIAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J /
CEILING PANEL
os
u s EE
OCL
MARRIAGE WALLS
l LAT CENTER SECTION
SITE INSTALLED CENTER
SECTION OF ROOF
W INDZONE IN
All EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
PROVED BY
JU%
lNC.
MANUFACTURED HOME
GTION AND SAFETY STANDARDS
!I NOTICE DRAWN BY DATE REV. LETTER:
JACOBSEN HOMES M%SKanCATMµoMAUMM R.R. O1-22-04
OMCKAL PROPKIIA". AM CONIM K DRAWING TITLE: _
P.O.Rl 80X 368 W- � MUOr MS AK o RMS SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR, FLORIDA 34695 RTCpW fOt SWX Pff= NO MOST K DRAB NUMBER:
PHONE (727) 726-1138 KEPT cOIloE Xq NO WXY 101 omm • AD—PR-7005
1.1;
ROOF VENTING
/
MARRIAGE WALLS
TV 100 so TN. CUTOUTS FOR
;I6TILATION
OF ROOF SECTION
�r (SEE CHARY FOR REOUIREYENTS)
_
f_
r_Y
100 SO. IN. CUTOUT
VENT HOLES
J
REQUIRED IN FLAT ROOF
SECTION
J
3
(1607 x SECTION LENGTIt CUTOUT HOLES:
z
0 TO 15-6'
1
15-6' TO 31'-3'
2
31'-3' TO 46'-10'
3
W-10' To 62'-6-
4
62'-6' TO 61i-0'
5
I I - MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
MARRIAGE WALLS
LOW VENT LOW VENT
11
(-j f_�
L
•50 SO. IN, VENTS REOUIRED
`3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
W —
`CENTER LINE OF CENTER SECTION
mn • gc1Ta TENc1k
I "Mimi-
I law w"t
ID k*-r
NO[
IQ(
VT A 16 -
1
Np(
4w"-w- 10 67-V
I
1 EA SSE
67-6' TO 5F-F
3
2 EA SUE
t-1
` TYP. 50 SO. GI. ROOF VENTS
LOW VENT (SEE CHART FOR REOUIREMENTS)
-N mum" A u0bu Ki VENTS
1 ■j
LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
NOTES:
DAPIA APPROVAL -
A PROVED BY
JUN 1 I
INC.
EDE AL MANUFACTURED HOME
CON RUCTION AND SAFETY STANDARDS
NOTICE: UKAWN BY: DALE REV. TIER:
JACOBSEN HOMES TNESEskCSICATMOTANI) AT..AK R.R. 01-22-04
OMONAL PRWKTAW. AM CasnENTUI DRAWING ATLE:
YVERUlS OF J COM H~ACURNG
T® P.O. BOX 368 INC. SIKH MATERKS ARE T�ItOVw To TTE ROOF VENTING
SAFETY HAR80R, FLORIDA 34695 RECIPENI FOR SFWM P►RiM AND NMT ®E DRAWING PHONE (727) 726-1138 IVY CosaN14 AND..SE[AET 1TI01 0TIEIK MAR AD-PR-7006
Ll
PITCHED ROOF EXTENDED VENTS
SITE NSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED VENT CAP
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A')
SITE INSTALLED CENTER
II , SECTION OF ROOF
"-- EXTEND FLEX DUCT 3" ABOVE RAFTER SHEATHING
`--FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
r(EX
SITE INSTALLED
UMBING VENT PPE
ND 3' ABOVE ROOF)
(SEE DETAIL 'B')
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
VET CAP
(OR SliAR CAP)
)a��
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4- 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
0 �r
SHEET METAL
SCREW
-FLEX DUCT (FACTORY INSTALLED)
NOTE: I1' EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1, SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SE L AROUND DUCT AFTER SCREW IS IN PLACE.
�11� DETAIL 'A'-
III
i. JE
1. FOR NTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE i" `ER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHA ST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RAN AND BATH/AIR OUAUTY FLEX DUCTS TO BE SPLICED WITH
ALUM .UM TAPE AS SHOWN IN THE DETAIL ABOVE.
5. SECU S17E INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
AP VED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
r(SITE INSTALLED)
,,--COUPLER
Fq (SITE INSTALLED)
VEN T PIPE
(FACTORY INSTALLED)
DETAIL ' B'
DAPIA APPROVAL
APP OVED BY
juji
NPINC.
FEDERAL ANUFACTURED HOME
cnNSTRU T10N AND SAFETY STANDARDS
II A
JACOBSEN HOMES NOTICE DRAWN BY. DATE REV. LETTER:
THM SPETlIG1TONS AM MIIIAWNIZAKR.R. OT-23-04
II oNONAL PRWKIAW. AW COi110111 L DRAWING TITLE: _
mIl
P.O. Box 368 w SUCH A Of JACNISEN PROM MANII►AtTO ME PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 KOPI NI rOR 4EO:1C RIR M NO Mb BE
PHONE (727) 726-TT38 PVT CaIfM&q NSEWE
o T RipsOHMDRAWING �AD-PR-7007
ili
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 151 FELT MIN. INSTALLED OVER TIDE,
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN. 6'. WIDTH OF ROOF CEMENT.
151 FELT TO HAVE A 6' MIN. OVERLAP 151 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 ENpIAP SEAMS.
PERIMETER OF ROOF.
1
l
r 1 -1 1 I FIELD INSTALLED ROOF SI�J DW (TYP.) v�3
� r r r r I J
I
6' WIDTH OF ROOF CEMENT WHEN A
I OPTIONAL 15/ FELT IS INSTALLED.
r�
1 1 . 1 1 . 1 I pDDNAI LAYER OF 151 FELT
i 1 i I i I i 1 1 i 1 i I i l i 1 m
O
1 � 1 1 � I � 1• � �� 1 ��
1 1 1 1 1 !
NT .tRIAYMENT
ROOF SHEATHING (TYP.)
IMIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
LTHE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO 111E EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2' 1/2'
TO TO
1/2' 3' 3' 1/2'
TO TO
� .1 1/2'
FASTENING DETAIL 1IINDZONE DI
(110 MPH)
ALL EXPOSURES
NOTES: DF
AL•
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA AP BY
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED ���
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) INC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS I FfDE LMANUFACTUREOHOM
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. CONSTI UG1ION AND SAFETY STANDARDS
J AC O B S E N HOMES 1H3 SKaWAMM N o NAMMM AK DRAWN BY: DATE -REV. LETTER:
M.T. 02-03-04
WIMPA. MWKTAW. AM CpiMTMl DRAWING TITLE:
® P.O. BOX 368 wTT.M A NtS AK rAwirA10 TK SITE INSTALLED SHINGLE AND LRIDERLAYMENT
NC SU01 R 9M R PNO NO W K
SAFETY HAR80R, FLORIDA 34695 RFOPOTI ►019'EOrC RWLS AID MbT ®[ DRAWING NU118EIt
PHONE (813) 726-1138 RM CMOMDMK AND SFCRET FROM OUM AD-PR-7W8
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS TYPICAL SHINGLE ROOF
I
�
f
ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING. .105" X 1" MINIMUM ROOFING NAILS
OR .113" X 1" MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPUEO TO BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. MATH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. MATH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
�I
SOLAR TUBE MAN.
h
0
DAPIA APPROVAL:
1.
ROOF FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1" X 16 GA. APPROVED
BY
FLANGE
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
11H INC.
FEDE
ALMANUFACTUREOHOME
CON
RUCTION AND SAFETY STANDARDS
III
JACOBSEN HOMES
T►iSE SKCFK:ANTI G N0 MANNGS AK
oRA11N Y. M.T.
DAB 02-04—fl4
REIK LETTER
DRAWNG TITLE:
ORIMK. PROPKTRf. AM CWMTK
„
P.O. BOX 368
WATuafts luq�
TYP• FLASHING INSTALLATION
—
DRAWNG MYAXR:
SAFETY HARBOR, FLORIDA 34695
PIEI>�EII1 FOR 910 RRPW W IN ST n
PHONE (813) 726-1138
KM 1:99WITA µo smT TTal omen
AD—PR-7009
27
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME RE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-DGYiNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. *101 ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
i VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCH09S 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. SIM 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 AND 16.
10. FRAME 11E-DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE 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), W411CHEVER 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 PE -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 REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKL+G REQUIREMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES: DO.,����''G
gyp: v ROVED BY th,,,.,
THESE NOTES AND DETAILS ARE APPLICABLE Q' N0.
FOR WIND ZONE II AND/OR WIND ZONE III. THEY = ENE8703571 't JIM T 5 1!05
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' INC,AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH. ti6�4�
"'.o'`� •' OtAN v�� ��•
NOTICE DATE: REV. LETTER
JACOBSEN HOMES A' IIIIILI" 5-19-95
THESE SPECNICATIONS AND DRAYANGS ARE C.L.Y.
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE.
P.O. BOX 368 YATTRIALS OF JACOB3N YANIIFACTLRING TD-GENERAL NOTES
SAFETY HARBOR, FLORIDA 34695 RE SUCH R SPECIFIC
ARE PRODDED i0 THE
4
PHONE (813) 726-1138 IICEPPCWd�TIAL uo goo FRROII OHM 051 BE DRAWING NDu9:rt AD-TD-0001
28
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AU-M-Wig TABLE PER AD-TD-0010 TABLE IM AD-TD-0010 TABLE PER AD-M-OM TABLE PFR AO-TO-0010 Ima ma
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE -DOWN NEMOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN „YEI�A F
SEE NOTE 5 FOR
YAI N HEIGHT
NOTES:
ENGINEER`gRPR\OVAC COCOi,NPINC
BV I
I
1. SEE AD-TD-00f0 FOR SPACING TABLES.,GXSTEA
' F
�c ' ,!j/
2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
Q� No. O '•,jlp�d
1.
3. SEE OTHER DETAILS FOR BLOgONG (PIER) QUANTITY AND OTHER REOUOtE MTS.
ENE8703571 '.4.
SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
W-0
MANNAMMMM
""�.
5. ZONE 2/EXPOSURE V. 60'. MAXMUM HEIGHT
ZONE 2/EXPOSURE V: 44' MUM HEIGHT
$����ii►►Tr 4,
��'pO'•,
AIDI T �
3/DPOSURE V- 40' MAXIMUM HEIGHT
��/g
�i '•, /��//
Rff. CALCS:
ZONE
ZONE 3/EXPOSURE V: 36' MAXMUM HEIGHT
,t`
' s '• O•A,.•�v
O JACOBSEN HOMES
NO
1NESE sPEcalGAna+S MID DRAwuFGs ARE
oeamF
C.L.Y.
DATE:
3-27-95
REV. LETTER.
�
P.O. BOX 368
OMGINAL, PRO MEMARY, AND CONHOOFTW.
MA70MLS OF JACOBSEN MANUFACTUIBFG
DRAWING TITLE:
FIGURES 1.0 AND 1.1
O,F
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
DFC. RICH NATEMALS ARE PRWDED TO THE
IMPENF FOR 91CFIC POrr M AND MUST BE
107 CORFDE UX AIO SEM FROM OTIERS
DRAWING NUMBER -
AD-TD-0011
30
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
!�
II
II
II
F�
v
O
��
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
MIN. OTY.
EA END Of
EA SECTION
ANCHOR
ANGLE
MIN. a
MIN.OTY.
EA. END IO
EA SECTION
ANCHOR
ANGLE
uiH. e
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
I
VERTICAL TIE —DOWN / FRAME TIE —DOWN
SPACING TABLE
�I MIN
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DEL. HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
8'-0'
31501
40"1
6'-8'
3150#
40'-50'
�I 13'4
6'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
!I
LONGITUDINAL TIE —DOWN SPACING TABLE
II
MIN.
WIND ZONE II
WIND ZONE III .
FLOOR
MIN. OTY.
ANCHOR
UK OTY.
ANCHOR
v
WIDTH
EA END OF
ANGLE
EA. END OF
ANGLE
EA. SECTION
MIN. B
EA. SECTION
UK B
12'-D'
2
64'
3
47'
IIO
III
12'-0'
3
37'
4
33'
II
13'-4'
3
1 42' 1
3
1 55'
13'-4'
4
30'
4
38'
u VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACINGLOAD
DBL HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
54
3150#
40'-45'
4'-0'
3150#
40'-50'
13'-4'
6'
5'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
it
NOTES'
ENpNEER� �•'/���
-
OAPIA APPROVAL
I. SEE AD-TD-000l FOR ADDITIONAL REQUIREMENTS.
�.�Q�N' %SET �.
'�G E9F'• F2
APPROVED BY
Q O
No.
*A
2 SEE AD-TD-0013 FOR YAIOYUY PIER HEIGHTS REQUIRED FOR THE LOADS
�
IN ' S
TABULATED ABOVE
ENE8703571
3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
Nil N
4. ABOVE TABLES APPLY TO 160' BOOR OR 144' FLOOR WIDTHS WITH 95 I/2'
�: TAT" ?
� � S� � •�.r F � �
fL7fA7t WNfACll111'�IOE
tos.no�wos�KfrsuiaV�6
1-BEAM SPACING, 96' MAXIMUM 9DEWALL HEIGHT AND 6' YA)aMIIY SIDE1/�IQ�.
OVERHANG (6' OVERHANG YAX EACH SIDE OF 11NITI
J AC 0 B S E N HOMES
NOTICE: ///111 II
THESE SPEGRCATIONS AND DRAMHNGS
111111"�
C.L.Y.
DATE:
5- 30- 95
REV. LETTER:
OREGNAL• PROPRIETARY, AND CONFiDOIIK
MATERIALS OF JACOBSEN YANUFACP"G
A
DRAWING TITLE:
NORM. SPACING TABLES
P.O. BOX 368
"ImpriPHONE
INC SUCH MA1EPAS ARE PRDHDED TO THE
SAFETY HARBOR, FLORIDA 34695
(813) 726-1138
RECPOHI fOR SPECK PLPYOO AND M151 BE
KEPT C&E M1U1 AND SECRET FROU OTHERS
DRAWING NUMBER:
AD-TD-0012
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-0012 TABLE PER AD-TO-0012 TABLE PER AD-TD-OD12 TABLE PER AD-TD-0012 TAULL vtx AU-iU-wtZ lAtit MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE 2.0 FOR ALTERNATE TIE -DOWN i=OD
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN IMOD
SEE NOW 5 FOR
MAXIMUM HEIGHT
ENGINEER ff1[DMAUflpll DAPIA APPROVAL
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES �• • O O -, APPROVED BY !?: _ _
2. SEE AD-TD-0012 FOR QUANITY OF LONOTUDIAL TIE -DON STRAPS REQUIRED. /`-�"''
3. SEE OTDETAILS FOR BLOCKING (PIER) OUAN71TY AND OTHER REQUIREMENTS Q` N0.
HER O JAN it
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.= ENE870357 _
5. ZONE 2/EXPOSURE 'C': 30' MAXIMUM HEIGHT - INC
ZONE 2/EXPOSURE 'D': 48' MAXIMUM HEIGHT f�T. QF ;`^ �C"W���
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT �t7 :• d `�
ZONE 3/EXPOSURE 'D': 60' MAXIMUM HEIGHT ��',��►'•./`/p(<0► :• \�``�.
NOUC& *,,� 1N DR"a���r C.L.Y. DARE: 5-19-95 REV. LETTER:
JACOBSEN HOMES THESE smmrA7m,, ARo 0RAN aeon �W
\I u�A OF `TCOBB N YAHUFA AIRING TK DRAWING n1LE
P.O. BOX 368 W. S M MAIUTALS ARE PRMO TO FIGURES 1.2 AND 1.3
SAFETY HARBOR, FLORIDA 34695 RECKHT FQt SPE= FUMMS AID MUST BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT CWMTK AW SEIAET ntOM own AD-TD-0013
I
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
_..UIIII11111...
��,•-•
Z-Ek .' �j\S ER `v�
'
DAPIA APPROVAL
I. SEE AD-TD-0010 FOR SPACING TABLES
• � 1 F
F h 0. '•
•:
AFr ROVED BY
"*�4
2, 5EE AD-TD-ODIO FOR QUAwTY OF LONCITUDIAL TIE-DONN STRAPS REQUIRED. _
ENE8703571 =
3. SEE no DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS =
�• _IN
I .7 A"
4. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS
C
INC
••tiDIAN.•'�\ �.��
ItCElW Iw+fACT{I� NaE
warle+aaMosvmswamo
Alln���`�.
JACOBSEN HOMES
N0710E:
THESE SPEaFlCATIONS AND DRAWNGS ARE
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
DRAWING TITLE:
FIGURE 2.0
P.O. BOX 368
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN Mk"ACTIATDI
PRONDED TO THE
WiE G
n
�`
SAFETY HARBOR, FLORIDA 34695
DIG SUCH MATEXkS
RECIPIENT FOR SPECFlC RPPOSES AND VJST BE
/l
DRAWING NUMBER -
�II
PHONE (813) 726-1138
KEPT OXDENTLk AND SEC10 IROM OHM
AD-TD-0014
33
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE NEW OF MAIN FiAU_
IE-DOWN STRAP I
SEE OTHER DETAILS
FOR TIE-DCVM STRAP
SPECIFICATIONS.
APPn'OVED ANCHOR Wi?,DED TO
MAIN I -BEAM (SEE OTHER OETAI-S
SEE AD-TD-0200 FOR FOR riELOING) TO BE NSTAUFD
RADIUS CUP DETK' S AT THE FACTORY.
(REWIRED THIS LOCATION). (LIN. 31501 WDWNG [D:VnN] LOAD
AND 47251 ULTIMATE LOAD.)
o GROUND ANCHOR
° SEE OTHER DETAILS FDR sim
ANGLE AND OTHER INSTALLATION NOTES
SOLID HEADER (CROSSMEMBER)
SEE AD-TD-0200 FOR
RADIUS CUP DETAILS
(REQUIRED THIS LDCATION).
SIDE V.EW
FIG URE 2.1
FRONT VIEW X 3/4' (
CUR HEADER
C STRAP ATTACFiAFJTT.
FOR STR
o MUST BEI LOCATED
WTHIN 5' OF MAIN
(FACTORY CUT)
CHASSIS'
CHASSIS i-BEAN.
SEE AD-TO-C2D0 FOR
RADIUS CLIP DETAILS
I
(REQUIRED THIS LOCATION).
5' uAx
TIE-DOVRI STRAP
SEE OTHER GRAILS
FOR TIE -DOWN STRAP
SPECIFICAMNS.
GROUND ANChOR'
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OVER IISTALLATON NC—.,-S.
' - qlmll FIG URE 2.2
NOTFS' _ EER APPROVAL::? �. DAP:A APL' PROVA
NE.'`?fir„
1. SEE AD-TT)-OCIO FOR SPACING TABLES -
2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL TIE-DOVN STRAPS REOJ:R D. -O = CT.,
J. SEE OTHER DETAILS FOR BLOCKING (PER) OUANT17Y AND OTrtER REOUiREMENTS.
4. SEE AD-ID-0001 FOR ADOITiONAL REOUAREMENIS
ANCHOR BRACKET AND T&DOHY
DDICES ARE CERTIFIED BY 01HOS
A07ICc CRAWN BY. OAT-. REV. LETTER:
JACOBSEN HOMES T� 5PEDMAZONS AND CRAVOM ARE C.L.Y, fi-13-95
ORIQNAL FaC!,&ETMy. AND CadWITIAL DRAWING TITLE
MA1c'R{ALS OF ,MCDagx wWACTLRN3 FIGURES 2.1 & 2.2
P.O. BOX 368 Uw Shot NATUTALS Aar PRDwrD TO T1.E
SAFETY HARBOR, FLORIDA 34695 I¢upot roR s cnc Pusm Aho u.hT % DRAWING NUMBER:
PHOVE (813) 726-1138 IDPT CDnrOonK AA7 MCRET TROM OUn AD—TD-0015
LONGITUDINAL STRAP ATTACHMENT
TYPICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLEO)
I. 'SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND Q035 INCHES IN THIC(NESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
4M CLAMP, MANUFACURED BY
ENGINEERING, PART d 59011
ACIURERIS INSTRUCT10N5 FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL
A PROVED BY
INC.
IDE AL MANUFACTURED HOME
N RUCTION AND SAFETY STANDARDS
II '
'JACOBSEN HOMES NOTICE: DRAWN BY: M. T DATE: 6-12-01 REV. LETTER:
' THESE SPECIFICATIONS AND QRAYANGS ARE '
CRIGINA4 PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 368•' INC. SUCH MATEIBALS ARC PROMQED TO THE LONGITUDINAL STRAP ATTACHMENT
ill SAFETYON(HARBOR.) 72s—ii FLORIDA e4695 Rmm �coNnOODMAL AND R 70FIC SECT r FRO OSES AND 0 STHiris oAAwt"c r�ut�aER: AD—TD-0016
35
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
MAXDIUM I�1QIT
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE M-DOWN METHOD
[TABLES ON AD-TD-OD20 DO NOT APPLY
TO THEE STANDARD MULTI-Vff SECTIONS
OF THE UNIT -SEE NOTE 1. AD-TD-002Q]
TV. FLOOR SYSTEII-7
ANCHOR ANGLE
TYP.
ANl}IOR ANGLE
FIGURE 3.2
9.111PI. ALTERNATE TIE -DOWN 119MOD
NOTES: y , Qom•^ •�STE'••`V�` ,�'� _._ ..........._
SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �. 'Q��' No.4•'? : APPROVED BY
SEE AD-TD-0020 FOR QUANITY OF LONCITUDIAL TIE -DOWN STRAPS REQUIRED. = ENE8703571
(OFFSET SECTION ONLY)
SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND 01HER REQUIREMENTS. _ _ T`
' INC
SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. 7..AL
rp
ZONE 2/EXPOSURE 'C.-44' MAXIMUM HEIGHT�++�,tcrin®Fn�E
ZONE
ZONE 3ZONE �OSURE 'OSURE C.- 32' MAXIMUM HEIGHT (44' 024' w+DE MIN.) 32' MAXIMUM HEIGHTi,�!/s49, n . • E�%\ ````• �
II DRAWN BY: DAIS REV. LETTER:
100 JACOBSEN HOMES IaMS MI C.L.Y. 5-11-95
THESE SPECIFlCATIONS AND DRANINGS ARE
ORIaNAL. PROPRIETARY, AND CONFIDENTUL DRAWING TITLE:"11EIN P.O. BOX 368 n
MATERIALS OF JACOEISETF MANUFACTURING FIG. 3.0 3.1 & 3.2
1„ INC. SUCH MATERIALS ARE PROVIDED TO THE
SASTY HARBOR, HONE (813) FLORIDA
26 1138 95 KE" CT CF� CNO SEO n= OHM DRAWING NUMBER: AD—TD-0021
37
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES: :�'. " "'."`v O •,
1. SEE AD-TD-OD20 FOR SPACNG TES (OFFSET SECTION ONLY). `��., \ST
AL
�G No.RFo��'
2. SEE AD-M-0020 FOR WANITY OF LONOITUDIAL TIE-DONN STRAPS REWIRED.
(OFFSET SECTION ONLY) h'E870350
3. SEE OTHER DETAILS FOR BLOC NG (PIER) QUANTITY AND OTHER REOURNENTS. _' _
4. SEE AD-TD-OD01 FOR ADDITIOt:AL REQUIREUENTS.
O�c�' ' �'vC71A��'•�C�k'
JACOBSEN HOMES these sPEanurloND
noNSAAHD DRAMNfS ARE
OR,ONAL PRWFKTARY, AND CM4VENT1AL
P.O. BOX 368 MATERIALS CF JACOBSDM YANUFACT"C
„ INC. SUai YATERULS ARE PRONGED TO THE
SAFETY HAP.-:; 'i, FLORIDA 34695 REOPM Fat SKCiY P{iKIS Me aM K
PHONE (813) 726-1138 PVT CDH MTUL kO 100 FROM ODM
APPROVED BY
*Orr,
00
INC
FE:Ehl1 WlTJfXrUF DHM
cau,x+c+a�Nowmswcww i
I
I
DATE: 5-11-95 REV. LET
C.L.1'.
FIG. 4.0 A
R AD-TD-0022
I
,
38
g�ql
ADDENDUM
v�g�
ALTERNATEI TIE -DOWN SPACING TABLES 5�'�'
�
II
II &III/EXP. C & D
`I
II
LONGITUDINAL TIE -DOWN SPACING
TABLE
d
II
II
MIN
RIND ZONE II
WIND ZONE III
FLOOR
MIN.OTY.
E. END C
ANCHOR
AN
MIN.OTY.
EA. END Of
NCH
AOR
ANGLE
%IDTH
EA SECSECTIONN
YIN.. A
EA SECTION
MIN.K 6
III
O�
20'-0'
2
36'
2
45'
�j
24.-0'
2
46'
2
60'
II
25'-4'
2
50'
2
67'
II
26'-8"
2
55'
3
30'
u
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING
TABLE
MIN.
MAX.
WIND ZONE II
RIND ZONE III
FLOOR
EAVE
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR AN4E
WIDTH
OVERHANG
LOAD
II 20'-0'
12'
4'-0'
35701
20'
4'-0'
3900#
20'
24'-0'
12'
4'-0'
37001
20'
4'-0'
3950#
20'
II 254
12'
6'-8'
40001
15'
4'-0'
39501
22'
II 26'-8'
12'
6'-8'
39501
28'
4'-0'
3950#
22'
it
LONGITUDINAL TIE-DOWI�I SPACING TABLE
l
MIN.
RIND ZONE II
WIND ZONE III
FLOOR
MIN. CITY.
EA. END C
ANCHOR
A
MIL CITY.
EA. END OF
M'CHDR
ANGLE
Y D
EA SECTIONSECTIONN
Him.
H. a
EA. gcTloH
uKIH. e
II
II
40�
20'-0'
2
50'
N/A
N/A
it
24'-0'
2
70'
N/A
N/A
II
25'-4'
3
42'
N/A
N/A
it
26'_8'
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING
TABLE
MIN.
MAX.
WIND ZONE II
RIND ZONE III
FLOOR
EAVE
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
HEADaG
ANCHOR ANGLE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
II24'-0
12'
4'-0'
40001
24'
N/A
N/A
N/A
254
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
4000#
27' , ,,,,,
, N/A
N/A
N/A
NOTES:
ENGNkf{t.'gP PUL•DO� /�,
DAPIA APPROVAL-
1.
SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
�` O� S t9 �,'•��
G
4 '�``
No.
2.
SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR
THE LOADS TABULATED
E1\E8703571
ABOVE
N
3.
120 WIDES -82'
MAXIMUM I -BEAM SPACING ONLY.
7�"�(,�
/z4�N''
4.
4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
' ` '•
II
JACOBSEN HOMES
kOnCE« "'rl,r 19FAWur.DATE:
wse smcincaoNS AND DRAIMNIZ ARE
C.L'.Y.
6-13-95
REV. LETTER:
MPopTERIN as orJAC�r MAWrr CTURINC D CONMIDiUk DRAWwc
nTLe ALT.
SPACING TALES
,Q
P.O. BOX 368
INC, SUCH MATERIALS ARE FRONDED TO THE
II
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RECIPFNT rOR SPEWC PURFM NO MUST BE DRAWING
kUT COwMIM AND SEW FT= ORM
NUMBER:
AD- TD-0030
39
om �,�o05
10"
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
L
91 NOTE 4 FOR
M WLW HEIGHT
FIGURE 5.0
4' MAX. INSET SEE FIGURE 1.1 FOR RECOMIIEhNDED TIE -DOILY MMOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
VHEH USING THIS TIE -DOWN. CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR APTH A DESIGN IDAD (ICIZJI 1DAD) RATING 0
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUTYNLAHT ANCHOR MEETING THE ABOVE SPECIE7CA TOWS K1 BY
ANOTHER MANUFACTURER MAY BE USED IN UEU OF THE STYIB CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TE-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE,
IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE b', HOWEVER, BY
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUIREMENTS
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THEI
3. FOR FIGURE 5.0 SEE ALTERNATE T,E-DOWN SPACING TABLES (AD-TD-0030).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE 'C': 3X MAXIMUM HEIGHT
E`gN"EEEk- PJ` OVAL_TU •;
DAPIA APPROVAL'
ZONE 2/EXPOSURE V: 27' MAXI -MUM HEIGHT
ZONE 3/EXPOSURE 'C': 30- MAXIMUM HEIGHT
S,
U �1STFy ..� %,
= • • • _ _ -
ZONE 3/EXPOSURE 'D': THIS APPLICATION IS NOT APPLICABLE.
,- Q M110 ij
i
�: 1 -
qq
..rT.
NOTICE � fit I to 94
+DRAWN BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
JACOBSEN HOMES
THESE snanCADa4S AND DRAnDIGS ARE
MOINAL, PROPRIETARY, AND CONTIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING 71R '
FIG. 5.0
P.O. BOX 368
OIC. SUCH NATMAIS ARE FRONDED TO THE
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
RECPIENT FOR SnCM RttPOSCS AND MUST BE
ICPT Cor Wnk NO SECRET P08 ODM
DRAWING NUMBER -
AD-TD-0031
40
■
�E
�'s,04 �N` ADDENDUM �R�s
StuS F'1'S• �P��
fdAS1�E-Oow((��Q� ALT. OFFSET UNIT TIE -DOWN SPACING TABLES Q & 6
QQQ ZONE II & III/EYP. C & D 6'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN WIND ZONE II WIND ZONE III
r FLOOR MIN.OTY. ANCHOR MIN.OTY. ANCHOR
t S4 rY` �DTH E END OF ANEA. END OF INCITE
O� EA SECTION YIN.. A EA SECTION MIN. (I 20'-0" N/A N/A N/A N/A
24'-0' 2 42' 2 53'
254 2 45' 2 58'
26'-8' 2 48' 3 370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE III
FLOOR EAVE A DBL HEAD DID. HEAD
ANCHOR ANGLE SPACING ANCHOR ANGLE
WIDTH OVERHANG ONG LOAD LOAD
20'-0" 12' N/A N/A N/A N/A N/A N/A
24'-0' 12' 4'-0' 40DO j 20'-30' 4'-0' 4000# 20`-30' .
254 12' 4'-0' 40DO j 2T-30' 4'-0' 4000# 20'-30'
26'-8' 12" 4'-0' 40001 20'-30' •4'-0' 40001 25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR MIN. OTY. ANCHOR MIN. QTY. ANCHOR
(��WIDTH EA. END OF ANEA. END OF ANGLE
0�v EA SECTION MIN.. s EA SECTION MIN. e
20 _p• N/A N/A N/A N/A
24'-0" 2 60, 3 45'
254 1 2 66' 3 48'
26'-8' 1 3 41' 3 52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE III
FLOOR EAVE DEL HEAD DBL HEAD
WIDTH OVERHANG SPACINGDELANCHOR ANGLE SPACING LOAD AN010R ANGLE
20'-0' 12' N/A N/A N/A N/A N/A N/A
24'-0'1 12' 3'-8' 40DO j 20'-30' 2'-8' 4000# 20'-30'
25'-4' 12' 4'-0' 40001 25•-30' 3'-2' 4000# 15 t-30'
26'-8' 12" 4'-0' 40001 25'-30' 3'-2' 4000# 25'-30'
NOTES ENGINEER X ffi@VP 21II fil/AA�A DAPIA APPROVAL
-
NOTES: OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF ���C"DOCO'���/• PPROVED BY
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE ���0,•'�G1S� Eq .C�Z.�
WITH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO : Zh0. .)UN j of
BE TIED DOWN IN ACCORDANCE WITH THE ALT. SPACING TABLES (AD-M-0030). E MB; "� — INC,2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. �+T
�Ok
3. SSE-TD-0033 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
MF
JACOBSEN HOMES THESE sPEancooORss AND DRAWNa14� " - I II III%%%% C.L.Y. DATE. 5-30-95 V' � �
ORIGINAL, PROPRIETARY, AND OON MRAL /DSR�A:WING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSL71 MANUFACTURING ALT. SPACING TABLES
W_ SUCH MATERIALS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 REM NT FOR 9'ECFIO PUMO APO UM BE DRAYANG NUMBER:
PHONE (813) 726-1138 IVT C01 MTA AND SECRET M OTHERS AD—TD-0032
41
�saE ADDENDUM
TCpn� LS NO SF.E.1�p1MP1. �
Eby S1�E,0WS
AI;TERNATE
��oo�
TIE —DOWN SYSTEM
TYP. CROSS SECnON(S)
SHOWING TIEDOWNS
ANGLE ANGLE
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
MAAMIUM HEIGHT
(TABLES ON AD-TD-002 D0�!!1 APPLY
ID THESE STANDARD YLLTI-1[E sfcAOS
OF THE UNIT -SEE NOTE 1, AD-TD-OOJZ]
TTP. FLOOR ST51DJ—, TTP. am-w3m
A400 ANGLE ANOIOt ANGLE
FIGURE 6.1
SEE FIGURE 32 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS I;
WHEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL, 57SH (TYPE 2), AUGER ANCHOR TITH A DESIGN IDAD (WORKING LOAD) RATING OF
4.000 POUNDS AND AN ULTB ATE LOAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUIVI,ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCYJNG (PIER) QUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-D010).
(ALSO SEE AD-TD-0020 AND AD-M-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE *D% 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24- MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28- MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
ENGINEERit1NAL'"""�AAAA
ox
C. Dot,,,,,,
No. Fo
n ST4 _g(..�4```
PROVED BY
NI -PI NGS
0 La
JACOBSEN HOMES THEsEsPEancoTIOQIISANDDRAWNGSi'1, °KW"R''`� C.L.Y. DATE-
5-30-95 R".L1rI>R:
ORIGINAL PROMETARY, AND CONROENT& DRAWING TITLE:
„
MATERIALS OF JACOM UWACTURINC P.O. BOX 368 FIG. 6.D & 6.]
o+C. SUCH YAlE1ilA15 ARE FRONDED TO 111E
SAFETY HARBOR, FLORIDA 34695 REC+PENT FOR SPECFIC RFHa O NO M BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT CCN WRAL AND SECRET "= OTHERS AD—TD-0033
42
I
ADDENDUM G�R�
��C�Ogs ALTERNATE TIE -DOWN SPACING TABLES O
ZONE II & III/EIP. C & D
I
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
W,ND ZONE II
WIND ZONE III
YIN.OTY.
ANCHOR
YW.OTY.
ANCHOR
FLOOR
Q�
WIDTH
EA END CF
EA. SECTION
ANGLE
YIN. 0
EA. END OF
EA. SECTION
ANGLE
MIN. 0
12'-0'
2
43'
2
55'
1
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPRUNG
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'—C
6'
4'-0'
37501
20'
4'-0'
3900#
22'
13'-4'
6'
54
3850,}
25'
1 5-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN.OTY.
ANCHOR
YIN.OTY.
ANCHOR
FLOOR
WIDTH
EA END
EA. END OF
ANGLE
oH
EA SECTION
um.w. a
EA SEc1101L
MIN. e
12'-0'
2
64'
3
47'
�R
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'4
39501
25'
2'-8'
39301
20'
13'-4'
6'
4'-0'
39601
25'
2'-8'
4000#
30'
THIS ALTERNATE APPLICATION REQUIRES,,,,,,000 POUND ANCHORS
NOTES:
ENQNEki.` \PRq3kjI �i�
DAPIA APPROVAL:
I. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS
•Oc
\STE,9*-.
No. Fo'?
APPROVED 8Y
2 SEE AD-1D-0036 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE
EN�3703571
_ -
5
' �• _
1
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEINALL NOT FRONT OR REAR.
—
INC
4. ABOVE TABLES APPLY TO I60' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/ 2•
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6" MA)OMUM SIDE
%� •� ^6 �' q_` �`
O'��+'/;`�D( `-•''�����`�
PA�""�K'�'+®
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNITS
'�i�''s►s,' r . • ���
``����
JACOBSEN HOMES
NOTICE AX0 'fdJ
THESE sPEaTlunats AHo DRArwNcs ARE
�sm
C.L.Y.
DATE
5-30-95
REV. LETTER
P.O. BOX 368
„
OMONAL PROPWETARY. AND cwwtjim
MATERIALS OF JACOBSEN UANUFACIMNC
u_ SUCH MATUa S ARE PROMM TO THE
DRAWING TITLE`
AL A IN ABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
AECKHT Fat SPECFIC RlftPM AND MUST BE
IVT Cat WnOL AW SEM n= OTHERS
DRAWING NUMBER -
AD—TO-0040
43
ocwo%s
�o�
nV0 ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
mu ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE-DOIN KMOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXWM HEIDiT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TW USING THIS TIE-DONN CONFIGURATION A STYLE CREST PRODUCTS YODEL 573H (TYPE 2), AUGER ANCHOR TM A DESIGN LOAD (WORKING LOAD) RATING OF
4,ODO POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIYI,ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN UEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLDOONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-DO35).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE'0': 28' MAXON HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE'0': 28' MAX ON HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL .WAND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAN THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWN&
wSTE9. F��
No.Fo•.2
Nt=a�
STA E
ro
NDT1C� .wifIli
,�n�c+�
C.L.Y.NIM
A
THESE SPEGFICATIONS AND DRAMRE
ORIGINAL. PROPRIETARY, AND CONR UMM
DRAIMWG TITLE
MATMALS OF JACOBSEN MANUFACTULNG
NC. 9" MAWAU ARE PROVM TO THE
R OPM FCR SPEaFFC P FMO AND OUST RE
DRAANG NUMBER:
KEPT COFFDOFTIAL ANO SECRET FROM OTHERS.
APPROVED BY
`5 01
IN rp.,
�
INC
REV. LETTER
5-30-95
FIG. 7.0 A
AD-TD-0041
44
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
FRAME TIE -DOWN STRAP SHALL
SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL V
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL LB'
SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP .AT ALL
SHARP CORNERS.
DETAIL L C'
THIS TYPE OF PROTECTION MAY BE USED FOR
TEC;QQN.AT LONGITUDINAL TIE CONNECTIONS ALSO.
rNN�rll�1_0.
910334 0 y�
1, 000 3�
- : STATE OF
AND
I
DAPIA APPROVAL:
APPROVED BY
000or
ON 11
FM ML MMUFACTURED "WE
CONS1iL DON AAASMS SMIM
NOV 2 4 1998
J AC O B S E N HOMES
P.O. BOX 368
SAFETY HARBOR. 'FLORIDA 34695
PHONE (813) 726-1138
NOTICE '
TNESE SPECIFICATIONS AND DRABINGS ARE
aaCINAL PROPMETARY. AND CNFDEHTIAL
IUTERIALS OF JACOBSEN MANUFACTUPoNG
INC. SLIM UATOGALS ARE PROMM M THE
RECPIDIT FOR SPECFIC PURPOSES AND MST BE
IVT C0IFWAk AND SECET FRW OTTERS
DRAWN BY: M.T.
DATE 11-18-98
REV. LETTER:
B
DRAWING TITLE: MISC. TIE -DOWN
DRAWING NUMBER: AD-TD-OOSO
45
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES��'
ZONE II & III/EXP. C & D 10
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
A. CITY.
ANOLDR
A.
ANCHORLE
WIDTH
EA. END of
EA. SECTION
ANGLE
MIN. a
O
EA. SEC OF
EA. SECTION
ANGLE
ulil e
30'-8'
3
40
3
25
O
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
. WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEIL HEAD
LOAD
ANdYJR ANCLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
30'-8'
6'
6'-9'
3150#
41-46
5-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
IDTH
►�N OTY
EA. END OF
EA SECTION
ANCHOR EN
ANGLE
MIN. 11
AIN. OTY
EA ELa OF
EA. SECTION
OR
AN GLE
ANGLE
unl. 0
36-8'
4
42
4
25
O
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
VIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HEaD
LOAD
ANM ANGLE
SPACING
DOL HEAD
LOAD
ANCHOR ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
31501
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D'.L.
y�
REF. CALCS. G _ OJ4,01- W-, (P
,,,Lt1t111111Tl�,,
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS
EN t MA 11
C7�•' (j\S E/Q ••.� �
No. �o'•.
DAPIA APPROVAL.,.,,M/i�i o S W
APPROVED BY
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
910334 =
_
®Oo
-� .. STATE OF'
Cam•' D Q •' -•�
•�. �. �
INC.
rto�ruiwxurK,uAsow�
COi4TWJC,�RIAMJSh4lTS1TM6MR�D5
.
MirNt
JACOBS EN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE
PHONE (727) 726-1138
NOTIC
THESE SKancATXIRs AND IIRAwNcs ARE
ORIaNAL. PW'KTART, AHD catMN"AL
MATERIALS OF JACOB%N MMWAcNRWG
9= MAYMAIS ARC PROADED TO THE
C0tjFt DflK MW SEOO Mom O A"m ke VAT BE
11pjT
AWN BY:
M.T.
DATE:
2-8-99
In. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
OWING NUMBER -
AU—TD-0070
46
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE 20 FOR ALTERNATE M-DOWN iMOD
TYPICAL CROSS SECTION III TV. am
SHOWING TIEDOWNS �00R'��"7
s SEE NOTE 5 FOR
MA= HEIN
N
AK M\ ANTE MOM AKE
FIGURE 10.1
Mrolvi SEE FIGURE 50 FOR ALTERNATE TIE -DOWN WWD
n11n `V I - T (,. e;l q /.
WINNONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
)T IS. EN(;RdEWPPjtAY110Eq �'C! 'ice' DAPIA APPROVAL.
r`�. CSJT
No. �� •'
1. AD-TD-0070 fOR SPACM TABLES = •Q� _ APPROVED BY
2 f AD-7D-0070 FOR QUANITY OF LONg1UDIAl TIE -DON STRAPS REQUIRED. 9103
34
3. OTHER DETAILS FOR BLOWK (PIER) QUANIITY AND OTHER REQUREMENTS
4. FULL ADDENDUM FOR ADDFIIONAL REOUI REMENTS. ? . •o STATE OF :• c� INC. ON 2/EXPOSURE 'C: 56' MAXNUM HEIGHT *. �{f •'•., / �JP •�C��c I I V
ONE 2/EXPOSURE V: 40' MANUM HEIGHT �ii� • ��1 P`. ''•• EEOEyiMuuE�n�rtunaW
ONE 3AXPOSURE V. 56' MAXIMUM HEIGHT. ��i� s� •. .� ` LONSiN1CiIMAIAS�fETTSTXWDS
ZONE 3AXPOSURE V: 40' MAXIMUM HEIGHT rqr �
NOTTCI DRA DATE REV. LETTER
JACOBSEN HOMES TNESE sPECF1CAmn AND WA NC ARE M.T. 3-1-99
li OfIMM PRWMARY, MNO CONFDEIITK DRAWING TITLE.
P.O. BOX 366 MATMALS DF .UCOBSEN MANWACTU(iNf• FIGURES 10.0 AND 10.1
NG MM MATEHAIS ARE PROUDER TO THE
SAFETY HARBOR. FLORIDA 34695 REO W FOR 9E01C RlRPM AND MUST BE DRAWING NUMBER:
PHONE (727) 726-1138 Mff CavFDMK M ONT FKM OMM AD-TD-0071
47
ADDENDUM.
NORMAL - S�'� TIE DOWN SPACING TABLES %
ZONE II & III/EXP. C & D 1�
i
LONGITUDINAL TIE -DOWN SPACING TABLE
(1�
MIN.
WIND ZONE 0
WIND ZONE III
(�� V
�O
FLOOR
WIDTH
UK OTI.
EA. DID OF
EA. SECTION
ANCHOR
IN.
MIN. D
IkK OTY.
EA: OF
EA. SECTION
SEC
ANCHOR
ANGLE
WAN. HH
15-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DBL "
LOAD
ANCHOR MILE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
154
6' EACH SIDE
6,-10'
3150i
40-46
5'-6'
3150#
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN.OTY.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
MIN. B
MIN.OTY.
EA END OF
EA. SECTION
ANCHOR
ANGLE
MN. '9
vvv
FLOOR
WIDTH
15'-4'
3
30
4
35
r� l o
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZIX4E II
WIND ZONE III
SPACING
DBL HEAD
LOA9
ANCHOR ANQE
SPACING
DBL
DBL HEADWIDTH
LOAD
ANGLE
FLOOR
EAVE
OVERHANG
15'-4'
6' EACH SIDE
4'-6'
3150#
42-50
4--0'
31501
44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALCS
. 1111111I17
NOTES:
i. SEE FULL ADDENDUM
2. SEE AD-TD-0073
TABULATED ABOVE.
3. MAX EAVE OVERHANG
4. ABOVE TABLES
I -BEAU SPACING,
OVERHANG (6.
FOR ADDITIONAL REQUIREMENTS.
FOR MAb64JM PIER HEIGHTS REQUIRED FOR THE LOADS
REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
96• NrJOMUM SIOEWALL HEIGHT AND 6' MAXMUM SIDE
OVERHANG MAX EACH SIDE OF UNIT).
ENGIH Q 'P�OV r/�I,i��
``� �Q.,. G\STE��rY.!! ''
Q`� No. o •. -
910334ON
-a •. STATE OF
�'��••. P ��
'��� 0 N
s•. •'
DAPIA APPROVAL- MMe
APPROVED BY
p INC.
alma Aw_ I v+1�T>TYswc�RDB
r9
HE
JACOBSEN
HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI • /III
THESE SPECBTCATIONSAND O WINGS ARE
ORIONAI. PROMETARY, AND C041DENnu
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH UATERIALS ARE PRONDED TO THE
REaFIENT FOR scEGnc PURPOSES AND MUST BE
iIPT c NnDENnAE AND SECRET FROM OTHM
It kW8Y:
M.T.
DATE:
2-8-99
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABL
DRAWING NUMBER
AD-TD-0072
48
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX. PER AD-TD-ODIZ TABIt PER AD-TD-W1Z Imu nX AD-M-WIZ ►Nat nx Nl-nrunZ lwu nx M-IL-wiz Imit Min.
FIGURE 10.2
SEE FIGURE ZO FOR ALTERNATE 7[[—DOTN V=D
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
s . SEE NOTE 5 FOR
MAIMULI HIM
N
[�: ltlM1M{ N.1RL .yryt � ,
gTANaoR� FIGURE M4n1L0.3 WINDzoNE III
AN FRW 110 MPH
HOME TIP.) SEE FIGURE 7.0 FOR 'ALTERNATE fib -DOWN METROD 20 PSF ROOF
10 PSF D.L.
REF. CALCS C` try _ 9 Z • 46
OT
ENq, YTP • �. �i� DAPIA APPROW S: ..... � �.
Eq
1. si AD-TD-0072 FOR SPAoNG TABLES AND Nums : •Q� No. F� APPROVED BY
2 AD-1D-0072 FOR auANln of LONp1uDIAL ilE-DOWN STRAPS REQUIRED. Z,
CS
9103
34
1 S I OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUIREMENTS
4. S E FULL ADDENDUM FOR ADDITIONAL REOIAREMENTS. =
5. Z)NE 2/EWOSURE 'C': 56, MAWUM HEIGHT STATE CF �t
ZPN�E 2/DPOSL RE V: 56' MAXIMUM HEIGHT P ., / I I V C.
ZONE 3/0POSURE 'C': 56- MAXIMUM HEIGHT �•�, `��' O I A�PCS� Z QQQ��j �
ZONE 3/DPORK TY: W MAXIMUM HEIGHT s•, �' [
NOTICE Y: M.T. DATE: 3-1-99 REV. LETTER:
JACOBSEN HOMES W—T SPEWICAMNS AND au Am
ORMN, PROPRIETARY, AND uuwwwnA1 DRAWING TITLE:
P.O. BOX 368 MAIMALS a .IAca� MANUFACTURING FIGURES 10.2 AND .10.3
SAFETY HARBOR, FLORIDA 34695 �t FOR ��iC ar M AM MAM PRDVM UST BE DRAWING NUMBER: -
PHONE (727) 726-1138 om cmrmc m iwo rm Rm unull AD—TD-0073
49
ADDENDUM
�g�s
OFFSET UNIT TIE—DOWN TABLES
& I/EXP.PCCING
ZONE II& D
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
QTY.ANCHOR
IDN
ANCHOR
FLOOR
YWDTH
EA.
k
O
ANGLE
Ell O
ON
ANGLE
EC
Ell ST�110N
AIN. a
SEC
EA SECTION
MtN. e
O
12'-0'
3
47'
3
61'
13'-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE U
WIND ZONE III
SPAM
&" HEAD
LOAD
MOM ANGLE
SPAONG
ML WA
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
'12'
5'-0'
31501
40'
4'-0'
31501
39'
13'-4'
12'
5'-0'
31501
41'
4'-0'
3=1
40'
15'-4'
12'
5'4
31501
43'
4'-0'
30001
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE U
WM ZONE UI
Ms. CITY.
ANCHOR
MR QTY.
ANCHOR
FLOOR
WIDTH
EA END OF
ANGLE
END OF
ANGLE
L+
r� �J
EA. sECTroN
uN. 9
U EA. sEcnoN
uIN. 9
12'-0'
4
45'
4
60'
�j
14
3
45'
3
6W
15-4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX,
WIND ZONE I
WIND ZONE II
SPA=
�
ANWDR ANGLE
SPAINO
LOADOL D
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
12'
4'-0'
31501
40'
3'-0'
30001
3w
IT-4'
12'
44'
30651
41'
3'—T
30001
39'
15-4'
12'
4'-0'
30651
43'
S_T
30001
41'
r
NOTES: G�I.G�i� C` 116 Ol - �fs I L / ,
>�6 � -
ENGINEER APP ° r 9 +1►�fjt REF. CALCS. C - U — 12,41 -
s`r` I]
v.•• CFO tt�e► l7r Q�
1. OFFSET SECTION MATH THE MARRIAGE LONE WALL EXTENDING BEYOND THE ENDWAL OF
THE ADJACENT SECTION ANSI BE TIED DOWM AT THE MARRIAGE LINE IN ACCORDANCE
l'ff&itD BY
���,G•,'�'(1FIC��•��,y•'�A,
G F
WITH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (SEE AD-TD-0010
• �U�
FOR lf-0' h lIT-4' WDES, AND AD-1D-0070 FOR 15'-4' MADESj
# a
2 SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS.
3. SEE AD-1D-OOM FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
• STa ^ I
�•. ,� p. .•J �� ' �J •
ABOVE
•�.� Q RIB .•'• ��Q�� AL MANUFACTURED HOME
••
....... Al Q ANn WARDS
JACOBSEN HOMES
NR
Dm sA.pEaFlCAiNia°m m ow► . � °
�yv. DATE:
=srror��''"M•T• 6-8-04
REV. LETTER:
-
DRAW TIRE
OFFSET SPACING TABLES
P.o, aox 36B
P.O.
QW , PRaPWMY. M
EMM l8 COssEN YAMIF
OF A
m
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 728-1138
W, SM MAXIM ARE
Irf01 W RIt SPffJ;lO PI11P06fS
KEPT COIiFIDW& AM SEWw
DRALNNG NUIM
AD—TD—M
50
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ WSET SECTION)
SHORING TIE —DOWN SPACINGS
FIGURE 11.0
Sly FTCWBR 4.0 MR ACIMA18 TIE -DOWN VMD
TYP. CROSS SECTION(S)
Tm Ilm SYM-7 11 SHOWING TIEDOWNS
SEE NOTE 5 FOR
NAI "'E"
(TARES ON AD-1D-0080 RUM APPLY
TD IM STANDARD IAL11-WK SfCAO?IS
OF K UN'T -SBE NDE 1, AO-M-MI
TIP. FLOOR SYM-7
I-- A11QI0t moo —I $ P F— MR AIRE MOO ANfiE-4 R
ARCIE ANaE K6F, Cole,
FIGURE 11.1 G-su- r6,rz� FIGURE 11.2 CN:_sC^►'9:08^
SO I ICM QO FOR ALIBRNATB TIZ-DOWN Im Sm w piFOR 1Li6it S 71340WN IMD
DAPIA APPROVAL
1. SEE 7D-00110 FOR SPACING TABLES (OFFSET SECTION ONLY`.
2 SEE TD-0080 FOR OUANITY OF LONCITUDIAL TIE -DOWN STRAPS REQUM.
( SECTION ONLY)
. SEE VIER DETAILS FOR BLOCKING (PIER) OUANWTY AND OM REQUIREMENTS.
4. SEE VIER
FOR AM70AL REQUIREMENTS.
5. ZONE- 2/WOS1RE 'C: 4E' MAXIMUM H£KWNT
ZONE 0/EXP`09lRE V: 40' MAxIEMIM NO WIT-36' FOR 12'-(' IMDE UNITS
ZONE 3/E>OwIfiE v: or mA)aIUY HEIGHT
ZONE *WOSURE V: 40' MANN HEIGHT
`*�•'t'r� �a PPROVED BY
o.004548 JUN 11 20
Af% 04
_CF t INC.
.� FEI IERAL NUFACTURED HDME
•`' CO ISTRWTIoNAND SAFETY STANDARDS
JACOBSEN HOMES 1MSPECFCA �NODRAVMIGSME '�"""� M.T. DATE 6-8-04 KV'`.Enm
MWAL, PMffVARY, AND CWFaMEAL DRAWING TITLE: n
P.O. eox 3sa HG SUW MAC OF =M NANUFACMNG FIG. 11.0, 11.1 & 11.2 r{--�`
YA18M ARE POMM TO TIE
II SAFETY HARBOR, FLORIDA 34695 pBCFW Fat ST'EfIL1C FIIPM AND NO BI DRAWAG NUMM:
PHONE (727) 726-1138 MY OONFEMAL AND SFTAET FROM 0011AS AO—TO-0081
51
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD-TD-0080 FOR SPAONC TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0080 FOR OUANITY OF LON07UDIAL TIE-DOYN STRAPS REWIRED.
(OFFSET SECTION ONLY)
3. SEE OTMER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIRENENTS.
4. SEE AO-TO-0001 FOR ADDITIONAL REOUIRENENTS.
E� c4ZC0, X, .
G-s�- 16•Gi-l6:z.
J
-SECTION
910334
y : mea •'
-O '. STA 1
J°
,,,Ti0N ANE SAFE1 Y
NOTICE: DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEMATIDNS AND DRAVOCS ARE R.R. I 5-9-01
ORMAL PROPRETARY. AND Wf1DERVAL DRAWING TITLE: _
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING FIG. 12.0
SAFETY HARBOR, FLORIDA 34695 w SUCH R sKc1L5 ARE FRONDED TO THE
PHONE (727) 726-1138 �CORn IALLAAM SECKI FRPwpws OM DII�c��. DRAWING NUMBER.
� a AD-TD-0082
52
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SP#ING TABLES
ZONE II & III/EXP. C &
�GU�sS
gEEp � 1p1
10
li
II
I
II O
II
PI
II
LONGITgDINAL
TIE —DOWN SPACING TABLE
MIN.
FLOOR
Wolff
WND ZONE N
WIND ZONE M
tN GTr.
M 01 R
WL e
UK QTY.
N OF
� SEEC=
ANm
ID. 0
26'-e
3
42'
3
53,
30'-8'
3
57
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN;
II
SPACING TABLE
� N.
IDT�H
MAX
OVERHANG EAVE
WIND ZONE W
WIND ZONE N
SPAM
t�
M KM AWU
SPAM
D6`�
MIm ANaE
21'-8'
r
6'-8'
31501
40 -50'
S-4'
31501.
40' 50'
„ -8'
1 6'
6'-8'
31501
40 -50'
5'-4'
315U
40'-5('
II
!I
Q IL
p
II O�
II j1�
II
it
r
LONGr
INAL TIE —DOWN SPACING TABLE
MIN..
FLOOR
WIDTH
WIND ZONE I
WIND ZONE NI
arr.
%C DE
SEC,
man
ANaE
YN ®
UK QTY.
FA SEC ff
EA SECTIaq
ANafaR
AKE
L!L B
26'—Ir
4
V
4
5T
30'-8'
4
51,
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
i
bIIN
Q101?OR
MA)L
OWRRIIANG
IMND ZONE I
WIND ZONE 0
SPAM
X WA
Lm
ANIUR MOLE
SPAM
L
ANOU AMIiE
2 ;i n
6'
5'-IC
31501
40'-50'
4'-T
31501
40 =45'
-8'
6'
5-4'
31501
40'-50'
4'-0'
31501
40 =45'
I
VNNDZONE NI
(110 MPH)
20 PSF ROOF
10 PSF D.L
FIFE CALM C t ! 2 3
Q aL:.. , °i.,
1Flcq'''•�"y •.
OAPIA APPROVAL
APPROVED BY
1. FULL ADDDi)!!MI FOR AMIMAL REONnENTS 1 C� 'C�` .
2 I AD-M-OW FOR MAIIAIUY PIER HEM REOURED FOR MLE LOADS ' � No. OQ�5484 � J
T MD MIME
A FFM
I HINC.
�r �Y .....••' �=' +`'
FEDERAI_MAIfUFACTUREDHONIE
'��,�FaED EN,<<•`
CONSTRUC110NANDSAFEffSfAMOARUS
JUL 2 7 ?M4
HOMES
Nonce
„� st�c�noYs AID caA�wcs ARE
°N""M" BrM.T.
DAIe
07-20-04
REv
DRAMNG MILE:
m m+ mwwmY, " SAL
P.O.13OX 368
Y"'°M' OF J"°° " WADE 10 ME
NG 91Q1 YA�AA{J ARE P1t01�D A ME
108• HIGH SIDEWALL
SPAaNG TABLES
SAFE 95
� �
m�
DRAMNC NU�h
HONE(702R7,) 726�-11M
�iYliY�t
SIMI
AD-TD-0083
53
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 10.0
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS TV. Flm
TIP.
SEE NOW 5 Fit
MAMN HM
ANW AM Mon maELAV
SET M010 HEM t— VANDZO"{ III
OF NOWFIGURE 10.1 20 P
10 PSF D! 1.
Rff CALCS G' SV - �je d (— Zz
ago&#
NOTKS:
DAPu APPROVAL
• U ; IF
1. SEF Ao-To-oo63 FOR SPAGiG rAELES •, '�� APPROVED BY
2. SEE AO-M-= FOR QUMMTY OF LOWMIX M-000 STRAPS REQUIRED. NO
3 SEE OTHER DETAILS FOR EL000NG (PER) QUANTITY AND OM REQUM EMTS Tgh
4. SEE Flit AOOENDUM FOR ADDITIONAL REQUIREMENTS:
5. ZDFE 2ADMKV. 36' YAIOMUY HEIGHT
ZONE 2/0FOSIFRE V: 2T MAMMUM HEIGHT 'O �' A` OR 1!11.
ZONE 3 RE W. 3e MA= M HEIGHT i � � di• • oo �
/� V.
� C/ ••'• � w FEDERAL MANUFACTUflfD HDL1E; ,
ZONE 3/E�OSURE b: 32' YA)aMUlt HEIGHT i� ST^�•' ' '• �. ,��� CDNSTRUCTIDNANDSAFEfYSIANOARUS.
E ALL SPEW07WNS ARE BASED ON 20' ROOF ANGLE MAIL i�4r Nt�l� E tLET M
�
JACOBSEN HOMES um vm=mm mo wA1mm M•T• DATE 07-20-04 In.
oPoWAI. PROPIZIETABY, AND f70NR0iMML DRAT M IR&-a.
P.O. BOX 368 1/1°°� °F '"008 "'I"'"'FA�"" 'FIGURES 10.0 AND 10.1
tut sal KAMNS ARE PRIM 10 1E
SAFETY HARBOR. FLOF40A 34693 AVW Pat sty NW M3 Me KW t MANN NUM
PHONE (727) 716-1133 tOPr oolfmllx No 9rDEr a+ol aLtaUs AD-TD-0084
54
...ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES 5� 0 &. ,01
ZONE II & IH/EXP.. C & D
II LONGITUDINAL TIE -DOWN' SPACING TABLE
II
II MIN. WIND ZK I . WIND ZONE 19
OOR Lml DTI. AN= WIL Ott ANm
II 'Q j FLEk EM aF MU EA Do OF ow
III 23-47 2 58' 3 43'
II 24'-0' 2 62' 3 45'
D .
VERTICAL TIE -DOWN FRAME - TIE -DOWN SPACING -TABLE -
IAQN. MAX - WIND ZONE I WIND ZONE I9
iFLOOR EAVE SPAONC ' UL. NfAD Mae ma SPA= DILL NEAO ANM ANUE
WD1H OVERHANG . LOAD . LOAD
��. 23 -r 1. 6'. 6'-8' wl 49' S'-4' 31501 45'
I 24'1 1 6' 1 6'4' . 3150 49' S'=4' 31501 45'
If G TABLE LONGITUDINAL TIE -DOWN SPACING pl .
II MIN. WIND ZONE I WIND ZONE W
FLOOR DO ar A EANM � DO Olt
ANDU
m
WIDTH EA SEW YGL 0 ElL 5ECIM UK 0
tl O
23'-4' 3 48' 4 43'
III 1� 24'-03 50' 4 .45'
0
Ii
�i VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
i 1UN. MAX WIND ZONE I WIND ZONE 10
FLOOR EAVE SPA�JC D' NEAD ANCHOR ANQE SPAOMc OBI.im
ANC1oA �
WIDTH OYERHMNG LOID Lam
II 2S-4' 60
5-40 31501' 47' 44 31NI 43'
11 24'1 6' VI 31501 47' 4'-0' 3150 43'
108' MAX 9DEWALL HOGHT NNOZONE 11/11
` (110 MPH)
20 PSF' ROOF
10 PSF D.L.
RE CALCS.
•:Q �r DAM APPROVAL:
•-'K1�.� c
I� • Q. •9j;'. ✓j I APPROVED BY
1. SEE FULL MUNOUY ftR AOOIAONAL REOUFIERA M5 : . !;`'•40
SEE AD-TO-M FOR YAmm PIER NEPM REQUIRED FOR IHE LO a te• "�''� u Dec• 13,2006
a.
TABULATED ABOVE,N -A iN V.
+ sum C� e_ FEDOW re
• r �� �► •- :• y CONSINIICTIDN AND SAFEiT SiANDAADS
. , � (p FAtip �4 `o
0
NOliCly` 2671 B1: DAIS REY IET1Eli
JACOBSEN HOMES TNESESpE0RCC11016AMDDRANNGSAi¢ R.R. 11-28-06
G MAL MOMUM AND'oors�DErax DRANWG AILS
P.O. eox Sea - &C SM V,,IMMIS AK I„D„M TO >� 108 HIGH SIDEWAIl SPAgNG TABLES
SAiETY HARBOR, FLORIDA 34695 DfL7W IM SIM MI�M AND rat IE DRAW4 NLM19ERt
vHONE (sn) 72 —1A 38 Am DD,�nwclmL no Emma ma OHM AD-7O-0085
55
ADDENDUM
TIE -DOWN SYSTEM
TYACAL SIDE ELEVATION
FIGURE 10.0
TYPICAL CROSS SECPON II
SHOWING TIEDOWNS TIP. FL= SrnEu7 I TIP OTO65-ALD1aITT7
of z SM ROTE S FCR
MAWR HDo1T
ANm mu I8 APPROIED STABUB I �,
IMSuam WIN A4w 9UFT mmm
SET ANbIQI HEAD TNNDZONEI III/IR
orNx t FIGURE 10.1 20 PSF ROOF
10 PSF D.L
REF. CALCS
,tjtt;I7 i:11 Tlil�)
NOTES: --
TABLES
C'
DAPIA APPROVAL:
APPROVED BY
1.SEE AD-W-M FOR SPAM
.
Z SEE AD-TDB-OOBS FOR QUANITY OF LONCITUdAL If -DON STRAPS
REOULRED.
: G� f:• i •�
opo
ON
ISEE OTHER DETAILS FOR BLOCKNG (PER) OUMIt Y AND OTHER
REOUMENTS.
�j}. 4 ,�'
1
4. SEE M FOR ADDITIONAL REOLAREYE11M
ADDENDUM
; �
Dec 13,2006
S ZORE 2/13POSURE-T 44' MAXIMUM HEIGHT
ZONE 2/WDM ro: 26- YAE01 HEIGHT
�
•
, ? f 0.(: .
I
IN
•L+. 41A7DYW HEIGHT
�r',I
FEDEIMM
WWUFAC711RED
lIDAIE
ZDNE 3/ExPOSVRE M�
ZONE 3�E71P0511RE b': w YAAWAI HEIGHT
'. AC. Y �P
t Gi,
CONSTRUC7Ig1 AND SAFELY STAR s
6. ALL SPEWATIONS ARE BASED ON 20ROOF ANGLE MAX AND
90EWALL HECHT.
106� MAX
.
+Csi',� fC;.)-••- 1 ti��'�•
JACOBSEN HOMES
T40iICa +Ait
"A Tm= AK
. r
R.R.
DATE
1 11-28-06
REV. IETIEit
O ICHAL PRor n-vi 4 " upolmom
MAXAMS CF J%CDM UUWX R M
DRAW C 11TLE:
FIGURES 10.0 AND 10.1
\%
P.O. Box 368
EC, 10 WTpA13 ARE PRDI KO TO K
SAFETY HARBOR. FLORIDA 34693
PHONE (727)726-1136
w"r Rm qWN; MrM AID W11 K
RVFmrmonaAMSanNOW Deter
DRAWK MIYDER:
AD—M-0086
56
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
fff. s,/w LL}I�D1 ffF.
ur. S/r VDM . , Eff. s/w
auc MY It
gut
cnw. of ME� -,-- fig -
NO PER SHEWAUS 1 7w Fa WEAWALLS
Ll W-00m pop= TIE-0ows lauoto ---I
vStE NOTE I TEE NOTE 1
Nox 1 sm NOTE I`
SEE MOTES 2 N0 I Z�
A
SfE NG'TF3 2 AND I A
I RCQb
pa Ko
Pfjl Wjb
Ptat Fab
LOCATKW
IKS WATION
INS LIXAT"
Ttes IACAnOH
L�I�PPETAIL
FIGURE 8, 0 FIGURE 8.1
E AQOW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURA110N, HOWEVER, THIS DETAIL APPLIES
YO ;_ SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'if VALUES.
1. T�-Ot k+ls RLG m N W= AM W-00 "W MAT or WAM Ill v
1 RI;tX m ma si m am Oral RTI= AT eonh
((aa�+W�) ArptO�s Til of R " � NQ1� a( t7�t0if�0�inl_-�7170 wuxu�L�
gc rdb-a••coa� [m�arRu no aea+Qe •- �
L MS�JAI AT o" Do c r m ss m"L Jum rvlTI[( AWW l7CTAT cfal Fro of "S13 tccAKxrss cr are, mwr kcar�c�aarT�l 91d934 t
>11t01MWL FS LGCATW A me A w IoOETI m mail aus-YDaat n no
TIE- 5i+ws bl Aw Am Kum (KL 9fE1 Wa aw aRa_T10FCS All UMS
PROVED BY
JTr"0["iFEB 10 2000
INC.
IL MANUFACTURED HOME
TUCTION AND SAFETY STwNDAROS
ui JAC013SEN HOMES weT �
amawa. Prone6 w. AM, •.
II ORAAM�+G FiieStR: 5 /W TIE/PI
ER REQ. epx 36a r��cf�9020ak
WrT NAM MORI0A3eea3 �.GPHONE (W) 720-1136
AD-.TD-100
57
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
COLING WAY BE FLAT OR SLOPED
END VIEW
350 PLF WAXWM SHEARWALL
DES0 VALUE (PER, WALL)
-- 1 1/4' X .035' T•IC GOwN STRAP
CONTHIUCJS ARCJSD JOISTS.
� � C
NOTES: z 1 1!o MOVAU :? ••�/y ��
T. GROUND AVOWS 10 BE RATED FOR AN ULTIMATE LOAD OF 4725j [3150 DESIGN LOAD] .._ -r i
(SEE AD-1O-0:D1'[TD-GENERAL NOTES] FOR NOTES ON GROUND knm INSTALLATION.)
2. "STALL A PER AT EACH DID OF THE SIWWALL JOSTS (PER THE ABOVE DETAILS). - T
3. %1CH 9-XARw&L IS LOGTED ABOVE A SOLID HEADER (FULL W.04T CROSS-UDMFP.) NO •• cc `•
TE•-Mli STRAPS. OR PIERS ARE RE"U (ALL &►FLARWALL CONFTCURATIO. ALL ZONES T
c4=.
AND ALL FP0.CJRES). : r.'. . ^ .• ,AL
4. TE-DOYN STRAP REQUIRED AT EACH END OF JOISTS, ALL De- PW CONFLDJUTIONS. ''�ii^ •�� •' : :: " •-.`Lj�L_
T
6. FULL. WIDTH SHEARWAMS AR1 S
E SHO IN THE DETAIL'ABOW- HOWEVER. AN'� Y LENGTH ''AV AiJ�11111H `11C+����```•
OR CONFIGURATION SHEARWALL WAY BE USED.
CRAVLN BY•
DE VIEW
X .035' 11E—DOWN STRAP
JOUS ARCUM MISTS.
APPROVED BY I �
1VIM!NC-l"'.
FEVEPAL uu4:K :m:: • !
c�utla:TR1t AM. SA! �• :-wx .'/i
T /''� D r HOMES
NOTICE:
tl AC O BS 1J' N HOMES -THEM SPEarXATlas Aw DRAWINGS ARE R.R ...- 2-6-96
ORIG7TAL. PROPRlT M. AND CCMVENTIAL DRAWING TITLE:
MATERJL5 OF
JACOBSEN YANUFACTL'RL,C
P.O. BOX 368 DBL. S W CONFIG. TlE—DOWN
�Nr
RE I MAqYJALS ARE OMS AND TO TIE
SAFETY HARBOR,-FLORIDA 34695 pEOHDIi TOR S?ECFX RVJ'OSES AND VJSi Ei DRAx.RU NUMBER: I
PHONE (813) 726-1138 IETr OONT1ffwM AND SECRET nm OrMS. AD—TO-0110
58
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
CERJNG MAY BE FLAT OR'.
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL 350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL) DESIGN VALUE (PER WALL)
��— 1 1/4" X .035" TIE -DOWN STRAP �� 1 1/4" X .035" TIE-DOYM STRAP
36" MIN. CONTINUOUS AROUND JOISTS. CONTINUOUS AROUND JOISTS.
TO
35'
GROUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TO-0001 [TD-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION,)
INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
WHEN %eEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO c
RE-DOW STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIQJRATIONS, ALL ZONES
AND ALL EA?OSUtESj
TIE -DO= STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
THIS DETKL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
ENGINEER
John C. Doeddj.E.
15133 C. 'R. 22
Goshen, IN 46526
IN IS A TRIPLE WADE RAFTER.
I APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
1D VIEW
X .035" TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY i
ON
fiDmK �vtFKnlnts
Cc>raTNJcrlon Aro wt:Tr snw:.r vs
10000
❑
❑,�❑NC.
JACOBSEN HOMES
P.O. BOX 368
SAFETHONER(8R3.)F7261D FLORIDA1384695
NOTICE:
THESE sPEQFICATONS AND DRArxNCS ARE
ORIGNAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTLJ HG
SUQi MATERIALS ARE PROVIDED TO THE
IVT CO AM SE 5T MT n= WATOn. BE
DRAWN BY:
R.R.
DATE:
4-09-96
REV. LETTER:
DRAWING E:
.� 5/W CONFIG. TIE -DOWN
DRAINING NUMBER: AD-TD-V l l
59
PORCH ANCHORING
DOUBLE HEADED 3,1'
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOCKING
X .035„ TIE -DOWN STRAP
10US AROUND STRAP'BLOCKS.
.
=•;'
"` ��,,
_ ',
''•
WINDZONE III
'.` f' '•f'`i;'
EXPOSUREIC
(11O MPH)
20 PSF ROOF
10 PSF D.L.
REF.`.CALCS.`
C W R— 109 .ri I—
r AL• •
APPROVAL
�PPROVEQ
Et{PRQ
-
BY
NOTICE
DRAWJACOBSEN
HOMES
71ESE SPEC4lCAlIONS AND QiIAwNCS ARE
ORONAL. PROPRIETARY. AND CO1i1t1ENTtAL
DRAWS
w
P.O. BOX 368
YATEMALS OF JACOBSEN MANIFACTURM
PROVWD TO
��(f
SAFETY HARBOR. FLORIDA 34695
nPD FOR SPEOM RALS�r�M uD *M ff
DRAYNN
PHONE (727) 726-1138
KEPT CONnODMAL AND EFLO ? (ROMM
M.T.
.S .
MANUFACTURED HOME
CTION ANDSWETY STANDARDS
14 SIP
12-13-03 1 t
PORCH ANCHORING I -
AD-TD-0112
60
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE-D
(FACTORY INSTALLED)
FLOOR
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REOUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
CRIMP SEAL
(3150# WORKING LOAD)
x
X
a
1/f
Li
w
m
VERiICAI TIE —DOWN
TYPE 1, FINISH 8,
W
GRADE 1 STEEL STRAPPING
o
1 1/4- MADE k 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPI.
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 341595
PHONE (813) 726-1138
OWN ANCHOR BRACKET
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CUP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X O.OW TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'ON TOP OF' THE RADIUS CLIP.
``lqc Do
uuullUrrrr
.� r•_�STFn'
�EKWOVAN0 'L`Q'•,!/ DANA APPROVAL-
ENE870357 PROVED BY
v ` �gT : �c� JUN 1 5
F�... 0 A .. ���.�� P**"l
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
N071C DRAWN BY:
1145E SPECMDONS AND DRAMNGs ARE C.L.Y. 5-31-95
oR� PROFJAC U41I N �>NG oRAwwc MILE:ALT. TIE —DOWN APPL.
P1C SUQi NAWY& S ARE PROHDO 70 THE
REcpm rOR skarx Pmam MD mm sE
107 CON Wnk MD SE00 n= OHM
AD—TD-0200
61
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,
IT MAY BE LENGTHM BY USING A CR111P SEAL WITH
A WORKING LOAD OF 3150 POUNDS
1p
b
e�y
0/1kr
pF 41�
DIACONAL FRAME TIE
II
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE -I
TIE —DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS, DIAGONAL
FRAME TIE —DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE —DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 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.
`0tT; WWII 1 f1T•r'!I''///.
L S (1.4- .
.Q 910334
-a STATE
r4'
APPROVED BY
00orON REVISED
1017-im
INC.
FeXRX V"..fA0URED hOE
nnmwet n+ AND AAceTY arAxOARDIs
DATE- REV. LETTE
OO®®❑
JACOBSEN HOMES
THESE SPEonuna+s u+ o A>d- ARE
ORIDNAL. PROPRIETARY, AHD COtR1DENML
R.R.
10-05-96
DRAWING TITLE;
❑®®
P.O. BOX 368
MATERtAts OF JACOGSEN MNAIFACIURING
INC. SUDN YAIERIASS ARE PROVIDED TO THE
ALT. TIE -DOWN APPL.
❑
SAFETY HARBOR. FLORIDA 34695
REOPEINT FOR SKOM PL IPM AM WSl 9E
DRAWING NUMBER
PHONE (813) 726-1138
IOPT CMIDENT14 NO SE= rROW OTHERS.
AD-TD-0210
.162
TYPE OF ANCHORING REVD
(SEE AD-TD-0251.
AD-7D-0252 AND
AD-TD-0253)
SEE NOTE 1
2 - 31501 ANDIORS
1 - 31501 ANCHOR
1 - 40001 ANCHOR
ADDENDUM
COLUMN TIE -DOWN- APPLICATION
%COLUMN 'A' COLUUN 'B'
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B'
SEE TABLE FOR SPAN CAL 'E' SEE TABLE .111111 FOR COL 'G'
COLUMNS 'A', V. 'D' OR 'E'
ZONE 2
EXP. 'C EXP. V
43'-0' 29'-6'
21'-6' 14'-9'
2r-3' 18'-9'
COLUMN 'E' COLUMN 'r COLIAJN 'G'
SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN 'F
ZONE 3
EXP. 'C' EXP. '0'
33'-9' 23'-i
16'-10' 11'-10'
21'-5' 15'-0'
NOTES:
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
MAXIMUM ALLOWABLE SPAN
COLUMNS 'B' OR 'G'
ZONE 2
ZONE 3
EXP. 'C'
EXP. V
EJP. 'C'
EXP. 'D'
43'-0'
29'-6'
3S-9' '
23'-7'
21'-6'
14'-9'
16'-10'
11'-10'
27-3'
1 18'-9'
21'-5'
15'-0'
ENGINEER APPROVAL
ohn C. Doeden, P.
15133 C. R. 22
Goshen, IN 46526
-COLUMN T'
ZONE 2 1 ZONE 3
Ems. 'C'
OF. 'D'
EXP. 'C' I
Ev. V
4S-0'
29'-6'
33'-9'
23'-7'
21'-6'
14'-9'
16'-10'
11'-10'
2Y-3'
18'-9'
21'-5'
15'-0'
DANA APPROVAL
APPROVED BYE
IN 14 j 15 1
INV C
fEDEIIK 1Wri�CilA1fDlQE
mai �o� uo s�rCTr s�uaAro
JACOBSEN HOMES
TNfSE sPEoncANOTICE:
noNs AID oRAMNGS ARE
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER:
IPHONE
OMONAL PROPRIETARY. AND CONIWTUIL
MATERIALS OF JACOBSEN MAMACIUFMG
DRAWING TITLE:
TIE APPL.
n
„
P.O. BOX 368
COL —DOWN
SAFETY HARBOR FLORIDA 34695
THE
A[ aT FOR cECK R� Aro TOBE
URAWANG NUMBER
I/->`
{613) 726-1138
IVT COWMFVL NO SECRa n�mu oTNFS
AD—TO-0250
63
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
I T I
35 ANGLE I I -I I I I I I-
III —II
ANDEDRS INSTALLM 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -WIDE
ATTACHED
ANCHORS
—tilnuuAAA...
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WADE h 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
,rG.SrEgFUt�,'%
Q No. O
ENE8703571 �
A F F =."`v'ED BY pz,_
9T JUN 1 5
,,Nl
IEDEWI mwACTUI®w w INC
MlAxa 1Alasuma"m"
JACOBSEN HOMES
xoxTCE: "'
1NESE s�arxwTNlNs ANo wuwNcs ARE
ORDINAL. PN rKlARtt. Am Caulamu i
vRAw1+ BY.
C.L.Y.
DATE
5-31-95
REY. LETI'm
n
DRAWING TITLE
P.O. BOX 368
MATERIALS OF JACOBSEN MANLRACT"G
COL. TIE -DOWN APPI.
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
Bvc16t 4YAIEpALS ARE PRONGED TO THE
REOMT roil SUM IMMOS+S AND W I BE
IOPT CNEDEAT1AL H=
/H\
DRAWING NUMBER
NO SECRET 07HM
AD-TD-0251
64
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF MULTI-wDE
FLOOR IC 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
ANCHORING EQUIPMENT
STRAPPING. FLAT STEEL. AND SEALS.
CAPABLE OF RESISTING
THE WORKING LOAD
joo
OF 3150 / MIN.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOE #111(3150#)
Tc+v. ENO RML:- DAPIA APPROVAL
-
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.
JACOBSEN HOMES
„ . P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
�O•Q��� No. RF6 1
.• E8 s
• .��� yr
.01
" s!ONA� ** 6, 1
NOTICt�` 1'ORAM BY_
TNESE SPEOFlCATN>1tS MI) DRAMN(S ARE
O WNAL. PROPRIETARY. AND OONT10 n&L
MATERIALS OF AkCOtTSEM UWffACTIaFBNG
DIG &a MA7E1t1MS ARE PROW TO TIE
KaW FOit SPECEX RF61M NO MW BE
Wl tpl WTIA1 AND SECIV TROT OHn
C.L.Y. 1 - 5-25-95
COL TIE -DOWN APPL.
PC AD-TD-0252
65
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / 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.
MARRIAGE LINE OF MULTI -MADE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4- WIDE & 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FIAT STEEL. AND SEALS.
TI---7TI— —
ATTACHED TO A
ANCHOR (4000#)
���• ' •\STEW `UF;
Q�G No. yF�
CA1 F:Q7r19.^.71 •,
PPRO�VED BYE,
a �1 JUN 1 5 10
I'MI i INC
rx"w"wamma
mmacroiBosArtTrMOM
JACOBSEN HOMES rTD1•LC> IUINIO9C,: �'. •�"�.
�� ��TIM um DR,,,,,= AMC.L.Y. 5-25-95
UAQKAI. PRUFMIAU. ANO CONFIDUUM DRAIMNG MATTIRE
FAIAIS CF .IACOBSEN MANLIFACTLl UG
P.o. eox 36e DIC, SXH MAIMLS ARE PROM TO THE COL. TIE —DOWN APPL.
SAFETY HARBOR, FLORIDA 34695 KOP94 FOR SE6IC R04M AIO Iasi BE DRAWING NUMBER
PHONE (813) 726-1138 IDPT COrfMnAL AND SECRET FAOH OTHERS AD—TD-0253
66
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
ICOLUMN 'A' - - - - COUJMN 'B'
ISEE TABLE FOR MAMUM SPAN FOR COLUMNS 'A' OR b' _
r
COLUMN 'C' COLUMN b'N
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'G OR b' APPROVED EY
r
SEETABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COLIg
INC
FEDMANUFACTURED i:0t„E
RUCTION AND SAFETY SiA`1D.1ROS
MAR U 3 1999
COLUMN �roDLDMN 'F. CDLIIMN
SEE TABLE FOR MAW N SPAN FOR COLUMN
f
OF MICHORPIG REob
(SEE AD-ID-0251.
AD-10-0252 AND
AD-M-0253)
SEE NOTE 1
- MAXIMUM ALLOWABLE SPAN
COLUMNS 'A', V. VOR V
COUW 'B' OR 'G
COLUMN p
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
EXP. VEXP.
VEXP.
VEiP.
VEXP.
'C'
DP. VEXP.
'C'
EXP. VEXP
'C'
EXP.V
FJtP. 'C
EXP. b'
2 - 31501 ANCHORS
37-4'
25'-6'
29'-4'
20'-4'
31'-4'
25'-6�
29'-4'
2D'-47
37-4'
25'-6'
2V-4
20-47
1 - 31501 ANCHOR
1B'-6'
12!-10'
14'-7'
10'-3*
18'-6'
12'-10'
14'-7"
10'-3'
18'-e
12'-10'
14'-7'
10•-y
'1 - 40001 ANCHOR
2S-8-
16'-4-
le-7-
IS-0-
23'-Er
16'-4'
18'-7'
13'-O'
23'-8'
16'-4'
18'-7"
13'-0•
1. SEE AD-TO-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2 SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
CALCS ..,,;;;;;,T,;.e `~q .. -?,V, a�
No. o
910334
Ao STATE OF •.cQ
A APPROVW 0 3 Jyi=
APPAD D BY
INC.-
LETTER
NOTICE: V /'. - unnmru"
JACOBSEN HOMES WSE SPEanCATIONS AND DRATTRM ARE M.T. 2-9-99
ORIONAL. PROPRETARY. AND CONFIOENTUL DRAVANG TITLE:
P.O. BOX 368 WERIALS OF JAC08SEN MANMFACW WO 184^ WIDE COL. TIE -DOWN APPL.
WC: SUCH MATETEALS ARE PRONOEO TO TK
SAFETY HARBOR, FLORIDA 34695 REcsEw TOR sEcnc P wasEs AID WM BE DRAWING NUMBER:
PHONE (727) 726-1138 10T OOWDENTa AND SECRET FROM OTIET& AD-TD-0254
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 1
A B C
24' LARGE OPENING 24'
SEE NOTE 1
JlmvmL# TLA11Z NIL-uvnn JIM un nm,nun
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MANOMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL DE -DOWN STRAPS OR ANMOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(14') FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWE
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD OTICAL TIE -DOWN SPACNf
SO LONG AS, THE AVERAGE SPACING[ (A+B+C) / 3 ]DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TO-0001 FOR ADDITIONAL REONNEMENTS.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
%J1111uu,tW,�A
c. 1)
1STEA'_ �
ENE8703571
�...
.A
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTFIED BY OTHERS
N077Cs% I DRAWN BY:
IMSE SPEMICAUM AND DRAW= ARE
O IMM. PROPRIETARY. AND DONF1001TIAL
MATEAINS OF JACDM YANANFAClM0
NC. SM MAIFJCNS ARE PROVIDED TO THE
RECPENT FOR 9M PIFMO AND WST K
ICYT COWMIUL ND STCIiT NROR OTIM
ROVED BY N
tkl-
JW 1 5 IM
INC
.i -x�u�to�art
vC vim 1SRO4R
DATE:
C.L.Y. 5-31-95
TYP. SINGLE WIDE T/D
PC
- AD-TD-0300
A
68
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
LARGE OPENING 24'
^ SEE NOTE 1
n n n
COLUMN SUPPORT TIE -DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
L24'
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL
p p v v v
24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF f-0'
(24') FROM EACH END OF THE UNIT.
````,`,1111111t11 !ll/lll'''
1. LARGE OPENING = ANY OPENING WIDER THAN MAK TIE -DOWN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VORTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TO-0001 FOR ADDITIONAL REOIIREMENTS.
IENES703571
ZjTA
F ti60fA��o��a��
:",Z1 NAL fNG`
OVED BY
Q31-�
14 l4d 5 I'll
II OENCES ARE CiRMED BY OTHERS
NOTICE DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SKOnUTI NS AND DRAWNGS ARE C.L.Y. 6-1-95
MCINAL. PROPRIETARY, AND CONnmTK DRAWING TITLE:
UUMALS OF JACOM MANUFAC1LtM PIP. MULTI -WIDE T/D
„ P.O. BOX 368 wG SM MAIMU ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 REWIDIT FOR SPETIX PUTA M NO M BE DRAWING NUMBER
PHONE (813) 726-1138 JVT COl MTIAL NO SECRET FROM OHM AD-TD-0310
69
SINGLE WIDE TIE —DOWN
PULL DOYM TIGHT TO
GROUND ANCHOR
ZONE I TIE —DOWNS
SEE DETAIL - 'A'
SEE DETAIL - 'B'
- MARRIAGE WALL -
OPENING TIE -DOWN
IEQUIRED AT OPENIN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
FRAME TIE -DOWN
DOUBLE WIDE TIE —DOWN
NOTEI
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN 1
A h B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WADE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCATIONs.)
r.
DETAIL 'A'
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A'
SEE DETAIL - V
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
IY MINIMUM ALL
GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (315o LBS. MAAMUM
Ir FOR EACH TIE=DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 31sot
CAPACITY MINIMUM) 4-725m ULTIMATF
e-oao c14nAuTy
NOTES: ENGINWA 4- DAPIA APPROVAL:
` �� of
.`� Off;••' �ttirl••'
1. SEE DETAIL'S' PAGE Q NOR MARRIAGE WALL q�/ ��T C'4j'�•,y's.. APPROVED BY
OPENINGS GREATER THAN 49 INCHES. 13 V P To 1-I (o 'list B T PAS, ti9. C035�S�c 2
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR pEC
ANCHOR AND PE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE RTR TYPICAL I -BEAM '
STATE OF !Ib
PIER CONSTRUCTION
9C� I��
R
JAC O BS EN HOMES THESE SPEOMATITIM u� BY. DATE: DRAVINGS ARE RR 10-31-95
MED OfCGINAI. PROPRIETARY. AND WUMNIM DRAYANG TITLE:
MATMALS OF JACOM MANWAMMINC
PTY .O. BOX 368 W. SUCII MAMMS ARE PROMM TO THE ZONE ITIE-DOWNS
SAS PHONER(813) FLORIDA 118 95 T COW NOSE n= � DRAWWG NUMBER
AD-Zt-0001
70
ZONE 1 TIE -DOWN SPACING CHART
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END.
SPACING
1,V 166'
95"
0"
10 r - 1 O%
ZT- p1.I .
14' 160"
95"
6"
10'-3"
2`-014
12'
95"
13"
13'- 4-"
2' — 0"
12'
82"
13"
al` - 11
2 0
12'
75"
0'
12'
75"
13"
lot -
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
CENTER
M!SPACING
MAX END
SPACING14'
160'
95"
6''-
12'
95"
13"
61 r- 6 rT
12'
82"
0'
SI -loft
?
12'
82"
13"
81-0"
12'
75"
0"
8- 80,
V-0.'
12'
75"
13"
1 $11 - ar`
7-1'0'.
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
END
ITER
SPACNGI
CENTER
SPACING
I PEA NG
CENTER
I PACING
CENTER
SPACING
CENTER
I SPACING
END
�SPACINGI
1 1/
fI 51��G)_tWIDES � �oUBI�WI�ES ��111
OTES: ENGNEE� VgpQ�OIIDAPIA APPROVAL
f�• TIE -DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF �I ��TIFIQ4 ;1,1
APPROVED BY
f THE EXTERIOR WALLS OF THE HOME. h0. 045434 Z
QEC
f2. THE ANCLE
INCTWEEN THE TIE -DOWN STRAP AND THE GROUND -
MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES :, STATE OF . V
E HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES Q "DERk +e
HIGH, UNLESS OTHERWISE SPECIFIED. o�F•�"'':r�ORIOP:' �Cv� '
, ° Tn,acrwosamswov�s
I I �........•
..,�.SrERED EN_��.••
NOTICE
JACOBSEN HOMES
THESE SPEaf1CAT10Ns AND DRANINGS ARE
■ OMONA . PROPRIETARY. AND CONFIDENTIAL
„ P.O. 80X 368 MATERIALS OF JACOBSEN MANUFACTURING
ARE PR0%W 70 THE
SAFETY HARBOR, FLORIDA 34695 CMTT FOR SKOM R SWO AND 1n,si BE
PHONE (813) 726-1138 IVT CWWnk AND SECRET FROU OnM
r. .. RR DATE: 10-31-95 REV. LETTER: -
TIRE, TIE -DOWN SPACING
Nuueut AD-Z1-0010
PAGE 2
71
ZONE I TIE -DOWN PLACEMENT
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME I —BEAM
5EE NOTE /11—
MAIN FRAME I —BEAM
END
SPACINGI
I. CENTER
SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
L SPACING
ya
CENTER
SPACING
END
ISPACINGI
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
a` 1
ul.e.
J Aul\U
rAUNU
WAUNNU
WAUNU
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME I —BEAM
/
SEE NOTE { `SEE NOTE IT
MAIN FRAME I —BEAM
MAIN FRAME I —BEAM
END CENTER CENTER END
IF�CI a SPA NG I SPACING 1�ACING
TRIPLE WIDE TIE -DOWN PLACEMENT
ce
ce
co
NOTES: ENGNEER toffl ALA DOF��I�� DANA APPROVAL G
1• SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF 1% APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. 6
N0.0045484 .,
• STATE OF
?
• sEccwiewast-nl�meoa
REV. LETTER
JACOBSEN HOMES SPEcocAmmANDDRAWNGSARE• + w�f RR °A 1NESE10-31-95
■ ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE:
P.O. BOX 368 MATEFULS OF JACOBSEN UANWACARINC TIE -DOWN PLACEMENT
,I WG SIJ01 UAlEfKS ARE FRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 WENT Fat SPEFl1C PLRPM NO UM BE DRAWNG NUUBER
PHONE (813) 726-1138 N PT CafUE nk Ara SEM n= OTrtM AD—Z1-0020
72
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
!I OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM.
BY lz ci'r'
FEB 0 1 2000
INC.
1 NOTICE? unnnn o �.-
0 JACOBSEN HOMES �� �u,� � oaA�a K M.T. z—t—oo
I� =551 , pR =ARY. AAro CR�F K:At DRAWL 711M.
P.O. box 365 ; �, am w ,M„U AR c TO X ZONE 1 INST.
II 5�Eir HONE(72) 7261D f 384695 101 caumuL * � AND � oeexwc r+uusER: — AD- Zt -0100
73
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER I \
LI
TI
MAXWUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE —DOWNS MAXIMUM HEIGHT}
Z U ZONE 3
EXPOSURE 'C' 90' 56'
EXPOSURE V 39' 46'
LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V . THEN 2 REQUIRED EA HALF
(IE. 01E EA. BEAM, ETC...)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL 71E
FROM EACH END OF THE UNIT (SAME AS'TYP.
DWILE WIDE TIE —DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET—UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
NOTES: SAYE•. �,� DAPIA APPROVAL
2 --
1. FOR QUAD SECTIONS, EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED Q` NO. O '•.
INDEPENDENT OF THE OTHER STRUCTURE. (IE SHEARWALLS, TXE—DOWNS, RIDGE— APPROVED BYE, -
EN 0357
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI —SECTION.) 1 5 - aJji
--
90, S 05
A FINC
�:••� �t.Ta�wnacnrlmloE
ON
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES iNESE sPEtmCATtONS AND DRAWINGS ARE C.L.Y. 5-16-95
CWHAL. PROPRIETARY. AND M"'WTf`4L DRAWING TITLE:
P.O. BOX 368 MATERIALS OF ,IACOBSEN MAWFACTLRWC
WG M YATERWS ARE PROVIND TO THE ADDENDUM -INT. UNITS
SAFETY HARBOR, FLORIDA 34695 RESENT FOR S'ECF1C RfdM AIO WST BE DRAWING NUMBER:
My (813) 726-1138 T CWWTML AND SLOIET FROM ODM QUADADDI
74
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERL NE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DUALS).
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN VIEW BELOW)
ROOF PERINETER RAIL
OR RIDGE BEAN
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 GA. CALK STEEL STRIP
SECURED BATH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.C. MAX SPACING (TYP.)
Or.•'' ..sTE''•`oF'.
'G
No. 9Fo
ENE8703571
'�•ss/Oti e i �� EN�;•�•
N0110E '
7HESE SPEON1CA710NS AND DRAWNGS ARE
OMOINAL. PROPRIETARY. AND CON MTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SIM MAIERIALS ARE PROVIDED TO 79
RECW fCR SPECIFIC F040gS AND MAT BE
II PT 00WI DITIAL AID SECRET TROY OTHERS
31 X 5' LAG SCREWS
18' O.C. (ZONES 2 k 3)
STAGGERED
c 7 8Y kv,
rA.)l1N 1 5 -M
aNG
aaAio�lr�wvan�e
11TE.. I REV. LETTER.
C.L.Y. 1 5-16-95
ALT. ROOF ASSEMBLY
It QUADADD2
75
JACO
HOMES N
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8