HomeMy WebLinkAboutSet-Up Manual Addendum-07 -0s-t Cc)
SET-UP MANUAL ADDENDUM
JA-
EOBSHOME�Ell��
AUG .18 2017
600 PACKARD CO
SAFETY HARBOR, FLORIDA
(727).726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to th i n�tfor� fic
purposes and must be kept confidential and secret from others. fi
REV 01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C .
EFFECTIVE MARCH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
1
NOTES:
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 8.
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=B.O, 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.
DANA APPROVAL:
'PROVED BY
JUN 1 5 im
INC
NOTICE DRANK BY: DATE �Y• �"�"
JACOBSEN HOMES n1ESE SPECP1CATIONS AND DRAUNGS ARE C.L.Y. 5-30-95
CICONN. PROPRIETARY. AND CoulOwTLAL ' DRAWING TITLE
MATERIALS OF JACOBSEN MANJFACTURDIC EXTERIOR A/C DUCT
P.O. BOX 368 INC. SUOi MATERIALS ARE PRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECFDR FCR SPECIFIC PJMSES AND MIST BE DRAMNG NUMBER
PHONE (613) 726-1138 IVT CWIDOITIK NO SECRET ERDM OTHERS AD-AC-0001
1,
r�
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-CONTI"•IUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
JACOBSEN HOMES tHTs( sPEp►1u``nONals ANsm
D DRAwRGS ARE
ORGIIIAL. PROPRKiIRY. AND OON7 DMAL
P.O. BOX 368 MATERIALS OF JACOOMN YANINACna M
„ SAFETY HARBOR. FLORIDA 34695 RE"T FCR S+(IqApp S ND
WS1 K
PHONE (813) 726-1138 iPT cafuL mq AND MOO n= OWIS
APPROVED BY
N1141
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N CC.'.
oa�c�A+oavcn,woAAn
DALE: REV. LETTER:
C.L.Y. s-za-5s
W.H. VENT. SYS. B
'R AD-AC-0100
3
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1 /2' MIN. 3/8' X 3 1 /2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
STRAP ® 48 O.C. MAX. SPACING 1 4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
F GAP IN INSTALL WOOD SHIM AT ALL LAG
OR S FLOOR SYSTEMS
TO 1/Y, INCREASE LAG LENGTH 1LOCATIONS FOR LAG SCREW TO GO
NDS01
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
(ALL E)P06URES)
wm ZONE
EXPO�RE
3/e' x 3 1/2' LAG serer
30 G STRAP FASMO N/
7 4' X 1e GA. STAPLES
Too ZONE
1Drosm
1Tl4M1M KNEFR of FASTDUS REUID
0.131' X 1 1/Y NALS
7/1ir x 15 GA. STAPLES
Mium4,e1 SPACM
MAN" SPAM
'C
tY aC
2 1/4' aG
3
5
2
2
b'
17' O.C.
1 7/Ir =
b'
4
7
Y:
Is, C.C.
Y at
'C
4
7
3
�
b'
ii' aC
1 1/Y aC.
b'
S
R
NOTEis
ENG4EER APPRWA:
DAM APPMAL
APPROVED BY
I. 1' MOi PEW M110N 15 REQUIRED ON STAPLES FOR LRl 0,016' SRiAP.
Revised
2. W= SINS 10 BE RFPED FROM SPF p MPL OR BETML
(X X 4' X GAP VDTH MIL S&I7NpllNC.
May 24,2006
OSB oR R.YiF000 MAY BE USED F TNOM= EQUALS GAP MDTH-4' X4' WL SM
.jr f•1n C. L.o&den, IRA:.
3. lOr MA>0iMA1 SDEYAL EE W.
,'�2 Engnmrinc3, :-nc
FEDEFML MANUFACWRED NONE
MRSTRUOIGN AND SAIETY STANDANDS
4. SEE OVER DETAAS FOR SEADiG F100R5 FOR AIR BF1.TM11011
JACOBSEN HOMES
11m>�>°�au.rsAK
DR1""B'' M.T.
05-22-06
`�" LETTM
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P.a eox Sea
UWZ A. PRTiETAPM XV GROCU M
wa NGMAMS JACOB= MftfAGRR
nc „a wTauu AAt t9 x
MAW 11TIL&
M W FLOOR FASTENING
SAFETY NE (8rL, FLORDA 34E95
PHONE (813) 726-113Ei
E[ l O E m ruMOSEs 10 Oli rt
1�1004IDfL1l AIO 1�f Flml 0Ef1LS
lxiAl�f1G M111BfJt AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.1310 X 3 1/20 MIN. NAILS
8' O.C. MAX. SPACING. STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
s 23 0(,
John C. Doeden, Pl.
1C2 Engineering. Ina
APPROVED BY
Revised
May 24,2006
0000 rON 14 NC.
FEDERAL M�MIf�CFIRlEO ROPE
CORSTRUUMN AND SILFEIT STANDAM
111310
JACOBSEN HOMES
P.O.10190 Box 368
SAFETY HARBOR. R.OWA 3095
PHONE (813) 726-1138
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DAM 05-22-06
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WADS Hilt
M/W WALL FASTENING
DRAW KAM
AD—FA-0010
5
ADDENDUM
MULTI -WIDE ROOF FASTENING
30'GA. GALV. STEEL STRIP—�
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MAX SPACING).
-LAG SCREW SET HAMS
FOR TRIPLE WIDES
FOR DOUBLE YAM \
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS I
AT A 45' ANGLE
STAGGERED �Q
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
— 30 GA. GALV. STEEL STRIP
T X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. - OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
\AEW
f3/8' X 5' LAG SCREWS AALAG SCREW SFr RACKS
(2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
SEE CHART ON AD—FA-0001 - I'll —
FOR TRIPLE WIDES
FOR MA=UM SPACING
214 234'
14'T034'GAP �p
ROOF PERIMETER RAIL-1'
OR RIDGE BEAM
I I
(FOR RIDGE BEAMS SEE NOTE )4)
CROSS—SECTION INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS
TO 1INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR THROUGH AND TO KEEP CONNECTION
FOR GAPS TO 3/4', INCREASE TIGHT. (SEE NOTE 2)
NDS01 LAG LENGTH 1 1/2'.
REF CALC. PG.
(ALL ZONES) CROSS-SECTION (W/GAP) C WA- 91.01- 91.07
(ALL O POSURES)
NOTES:
fINW APPROVAL•
DANA APPROVAL•
L 2 I/e 6el POIEiiAWON INTO RECI MIG YI]ILIEA IS REOIlFiED FOR LAG Spa.
I WOM 3415 TO 6E TIPPED FR011 SPF j3 Wt 0A f1 I I
APPROVED BY
3' X (i X GAP wb1N WL
Revised
ON
05T1 OR PlYN000 WAY E1E U5ID F 1FfUQIlZS EQUALS GAP IIDTN4 X 6' Wl 9If)
I SEE OM DETAILS FM 0011PLEM ROOF NIFAECTOLMay
S
fRL-
24,2006
4. M NSTMLNG A LAG SCREW KID MM ffAK FIM-ML
')C)�n C• n�
I N C
A A 3/lr aFAi M
NOIi DRO= RE RtST MM OEAK SEMD-Oft A 1/4• WE MUCH TIE
1<2 Engineers rg, Inc
.
FEDERAL MANUFACTURED MOTE
KCG%M WM REAM FOR INE DIRE TOED PORIM OF LAG Six H SE DWI ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR 31V LAG =REVS MY.
S IOr MAMN SEML F1101T.
JACOBSEN HOMES
nes s�oTeATlos Wo au..+cs ARE
M.T.
OS-22-06
P.o. eox aae
CR OWL. PRaa WFMY, me OOfTJOFw
IT o6caESQI KMFAC11Re>♦w
„` 2XX wloEAis AK PIS TO
MAWSwMa M/W ROOF FASTENING
EMMMt
SAFPHPHO a (B 1 j �226-1138
I4693 �OWED11K Fm � Fw QIHM um K
DRAtE�+c AD-FA-0020
6
METAL ROOF -RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIN. 2' OVERLAP AT SEAM) CENTER OR MATING LINE
WITH 1B X 7/16' HEAD X Y' FULLY 1HREADED SCREW
AT EVERY RIB (AND ON 807H SIDES OF RIB WITHIN END ZONE)
I' I
I I I
I I
I� I .I
I�E8 X 7/16' HEAD X 2'
I FULLY THREADED SCREW
RIDGE CAP ---,rIl I (NO MORE THAN 12' O.C.)
I I I
I C)
I �
I� �I C>
a
1 1 �
1 I 1 B
m
ASPHALT IMPREGNATED 1 1
SEALER STRIP BETWEEN RIBS I U
OR CLOSURE STRIP RUNNING 1 1
ENTIRE LENGTH OF ROOF
METAL. ROOF PANELS STOP
1 , 1 APP.T FROM CENTER LINE
I ,
� t
Ref: EX-13-0051 and M GA. Gale STEEL STRIP
6' X LENGTH OF ROOF (SEE AD-FA-0020)
AD-FA-0020 SECURED WITH 7/1C X 16 GA. STAPLES
NDS01 FULL PENETRATION INTO DECKING
(ALL ZONES) (SEE CHART ON AD-FA-00D1 MAX SPACING)
(AL- )
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING
ON rl
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' QC. RIBS V 4j 7 it
10,2008
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND ', DOC��i7, F '. � INC.
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN CONST �. rawFAcD SAFE sow
M07HER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE g� 1nC consrnurnonAMosAVEnsrANOAt+os
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES
„m �,�„�,,,� ,�
�� or.
D.M.T.
,K�c
08-25-08
icK &cIwc
PA BOX 368
SAFETY HARBOR, FLMA 3095
PHONE (813) 72b-1138
ate. FRaFWRW Aw umf m m
VAM S ar dACMM YAFACIUmIs
t mm la6m AID wrr tE
term XM Aw scar INS cum
WAVU MM METAL ROOF RIDGE CAP
INAM MAM
AD—FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
m
11HINIQ
C�tA � Sim $WG'1�
NOTICE: DRAWN BY: DAIS:
JACOBSEN HOMES 1NESE SKOMMMS AND ORAWNCS ARE C.L.Y. I 6-5-95
0MODIAL PROPIKYARY AND CCNIIDE nk DRAWING IR ��W ROOF SEALING
P.O. BOX 368 uA1EIDU OF N YANUFACAJHWC
,I NG WM UAMWa ARE PRONG 10 reC DRAWING NUYBD2
SAFETY HARBOR, FLORIDA 34695 REWW FOR 9ECiIC pAfb= NM RM
PHONE (813) 726-1138 IVY CWMT At 00 SEM FROI onM AD—FA-0025
8
Ll
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
0
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES -HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
im 1 5 m
[__]V 1 M INC
JACOBSEN HOMES rMSAP �`� WN UT: "" �� `���
lase saEOnunGRAHD oRArwcs ARE � C.L.Y. 6-5-95
aeoNAL. PROMTARY, AND 00a10 I- DRAMNG TITIi
MATERIALS OF JACOM Mk"AMMG
„ P.O. BOX 368 W_ 9" MATERIALS ARE PROMM TOM M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 34695 RE FIDIT FOR SKCFX PANM AND MW EE DRANING NUMBER:
PHONE (813) 726-1138 IVI COef WTLAL JIM 310V FRN 011ERS AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. INSTAT t.ATION-
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
Z INSPECT THE META FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN NSTAIIFD (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
3. LOCATE THE HEARTH EXTENSION (SNAPPED LOOSE W THE HOME) AND INSTAL FOLLOWING
THESE STEPS
A. CARERRLY PLACE THE HEARTH EX1EN90N IN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSEMBLY
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 Y 2' WOOD SCREWS
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WIN A NON-COMBUSTABLE CAULKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
N0710E DRAWN BY.
JACOBSEN HOMES TKSE SKMCATIM AND DRAWNGS ARE
OIEGINAL, PROPKT►RY, AND CCN MTIIL DRAWING 11
„ P.O. BOX 368 YATFRIAIS CF JACOBS04 Lik"ACTIMIG
SAFELY HARBOR, FLORIDA 34695 THE
AEOMIT ►CAR S kQ dfil BE
PHONE (813) 726-1138 IVT CMILAL APO SLC4T FRa GTIM DRAWING N
ON
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA
APPROVED BY
0 00or JW 2 8N 14 1995
INC
sccftrre xr.pm"m
cmwft=auowms%vom
C.L.Y. IDAIS 6-16-95
SHIP -LOOSE HEARTH
AD-FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be. silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEV.
INPW 25 M
INC.
FEDERAL 61ANUFACTURED HOME
CONSTRUCTION AND SAFELY STANOAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED EY
INPINC.
FEDERAL MANUFACTURED HOME
CONSTTpJ jmwSAFETYSTAI,Dm
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8' WIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18' X 14 1/2" MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/6' YIN. RATED SHEATHING FASTENED TD ROOF TRUSS WITH 7/16- X
1 1/2' X 16 CA. MIN. STAPLES 1 1/4' c.c. AT PANEL EDGES AND 3' O.C.
Al ALL FRAMING WEMMS. (NO GLUE REOUIRED)
MARRIAGE WALL
\
\ \ \ \\ \\ \\ \\ \\ \
3/8" SHEATHING TO BE INSTALLED ON —SITE
K2
APPROVAL:
VANDZONE III
(110 MPH)
ALL EXPOSURES
APPROVAL
APPROVED BY
IN
MAT
INC.
FEDERAL MANUFACTURED HOME
MNSTRU NM AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE:
DRAWN BY:
R.R.
DATE
REV. LEi1ER:
THESE sPECIr1urlDNs AND oRAwwcs ARE
4-27-98
■
ORIGINAL PROPRIETARY, AND CO FIDENDK
DRAWING TITLE:
P.O. BOX 368
MATERIALS OF JACOBSEN MANUFACTURING
INC. 91CH MATERIALS ARE PROMOED TO THE
TRUSS SHEATHING
—`
SAFETY HARBOR. FLORIDA 3�ti95
PHONE (813) 726-1138
REcmNr FOR wEOrK Pwpm AND wsT eE
KEPT
DRAWING NUMBER:
ccomm oLL AND sF.= rRam OIHERS.
AO—HR-0001
12
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HINGED ROOF DETAIL
UNOERLAYMENT TO BE GWED 3' MIN.
OH BOTH SECIMS OF HINGE ROOF.
FOR WINO ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AND -
AND A MIN. 4 1/2' W107H OF ROOM CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK E1EHIN0 2 X 6 —
OVERHANG FASCIA BOARDS AND SECURE WITH
3-15 X 3' WOOD SCREWS EACH SIDE OF GAP.
APPROVED BY
Revised
Nov 30,2006
INC.
FEDERAL UMUFAMRED HOME
CDNSTRUCTIDN AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NNOTES,
1. BRACE RAISiD RM SEC70 N TIE RINSED PM1101 MYCFE SWUNG HINGED
KING POSTS INTO POSI11011.
11 /yS(06
John C. D06dwN P.k
K2 En sM
WINDZONE 11
(110 MPH)
ALL EXPOSURES
JACOBSEN HOMES
rem splcNOTI
mamCU�D.DRAMmAM
MAIM BY D.T.
°ATE 10-02-06
0710nCROW.
eox 366
PROPa[M AM OWWOM&
W1 AMS Or MCIxlg11 YAN!<ACRIRNC
DRAVA 117M .
HINGE R00 DETAIL
c—mirop.a
SAFETY HARBOR, FLORIDA 34693
w- sm "Iowa ACE MOM m 1xL
ffcrw I ni amro PaPMEs AID I= K
DRAUNG NWNER:
PHONE (613) 726-1136
a" caff w"1a fm um
AO-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK -� SHINGLE UNDERLAYMENT
...... ........... ...
2' MIN. OVERLAP (TYP.) o
r-1 r, r-1• ........ F
I I i I I iw
I i I V MIN. TAR AS SHOWN
v I (APPLIED ON SITE)
z 1-
c
r1 •'•SEE NOTE 113:: z
z I I ...
-� r1 n 3' MW
I I I I I I 5EE DETAIL A r=
r�
IE 1-1-1.1
o
Z U 1
N i I i I i I I i I i I i I i I
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15 j FELT IS NOT REQUIRED W ANY AREA EXCEPT WHERE NOTED.
2 FASTENING OF 15j FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) 6
3. EXTEND THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-OODI (WITH SPECIFIC END PANEL LAYOUT).
AD-HiR-000Y. AD-HR-0003. AND AD-HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
AVROVED BY
Sep 12 20
INC.1l
MANUFACTURED HOME
CTION AND SAFETY STAB DARUS
AK
JAC O B S E N HOMES NOTICL MAWMAWOr DATA REV. iFTrER
nM SPECMAT a AND DRAWINGS M.T. 9-20-03
OWWL I'MM M. AND ODI:10 MAL DRAIWNIG TITLE SHINGLE AND UN DE LAYMENT _
„ SUCH
M' W � APPLICATION ON HINGED SECTION
P.O. BOX 368 Ot NG SWI YA10tlAls ARE PROMOED iD 1NE
SAFELY HARBOR, FLORIDA 34695 RECPW FOR PEOFE Novo ND MW E DRAWNG NUMBER
PHONE (W) 726-1138 K" CDIfmm AND SDwr R m onom AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4" SCREWS,
6-1/2" O.C. kX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA. I
STAPLES INTO EACH 16" O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES) I
�i
i
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
NDS01
NOTES:
I. SEE AD-FIR-0007 FOR INSTALLATION OF UNDERLAYIENT AND SHNGLES.
ALL VANDZONES
ALL EXPOSURES
20 PSF RooF
10 PSF D.L
G&' CRC - 167.01 - 167.02
KER APPROVAL• DAPIA APPROVAL
APPROVED BY
Revised
0.6 7nilJNm 09,2006
C.
John 0. ✓OOWII, p.C. FEDERAL MANWICN DNOW
.92 EAgi[TwTlflg, IncCONSTRUCTMN AND SAFETY STANDARDS
JACOBSEN HOMES
Dion P.O. Box 360
None
YIRSE sFEalleAnas AND oiureTes ARC
ORIGINAL. NIWKIARY. AND Cb1iLE nAL
"- 90aAa or AnWa AR' "A"" M jo rrm
DRAWN BY.
O.A.
CATG
06-06-06
REV, tiT1EA:
A
/,
�,
ORAWNG A11%
PEAK INSTALLATION DETAILS
SAFETY HARBOR., FLDRIDA 34695
PHONE (727) 726-1138
R[CFV" rOt VE= MW Aft MT E[
mr
//
DRAUNG rA116ER
COTMOO AND WOU FUN ol"m
K
AD-HR-0006
16
SHINGLE f UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INsnRucnoNs.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
NOTES:
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
APPROVAL
?VED BY .
P AUG 0 1
INC.
JACOBSEN HOMES NOTICE [RAM8T: OATS REV. LETTER.
17=n[s1: sltcslu►TIONs NO oRA.N.s,� �.T. 7-28-04
ORMAL PROPREIART. ND CMUMIM DRAWAG TITLE: _
,I P.O. BOX 368 MATERIALS OF JACEIM MANWACROW SH14GLE/UNDERLAYMENT INSTALLATION
VAIMALS ARE ROM TO K
SAFETY HARBOR, FLORIDA 34695 IECMI Fdt SPECNIC PJVW NO W9
PHONE (727) 726-1138 Pei COW WR& NO SECET FROM OTHERS �A ' NWBER:
AD—HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASHN TO FLOOR FRAMING
MEMBER W/ STAPLE OR NAL
BANDING STRAP 'WPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WERE THIS CRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8-
'OOT MAY DE USED WHEN A FULL 9ZE CLEANOUT IS INSTALLED AT THE UPPER END.
I Ncw rc WAIN Plawr.
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 DESESKCFXAWW51AND MAMMMAM. DRANNB% R.R. " 7-17-97 REv.LerRx:
aCNAL PROWIARY, NO COHOC1I of DRAI& C 111LE:
YAMI&S OF JY78SDi TUR64
M
P.O. ecx 36e ae S11µ161LS AKYANVACw lit
PLUM..O
INf SUPPORT
SAFETf HARBOR, FLORIDA 34695 micron FOR ww FI11Pm AM wm Ri DRA9NG FAARR
PHONE (e13) 725-1135 an ca wauL wo im Fin caws AD—PL-0001
18
NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
MAE V �
INC
IY STANDARDS
JACOBSEN HOMES rtoTTceAUT: UARL' Nev, �tttn:
THESE sPEt�RCAnoNs AND oRAwNARE M.T. Rs � 3-30-05
ORRiNAL, PROPREURY, AND CONFIDENTIAL DRAVANG TITLE:
P.O. BOX 368 HATERNALS OF JACOBSEN MANUFACRMC
Mt: SUCH MATERULS ARE PROM TO THE OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 RECPRNT FOR SPEWC PURPOSES AND WST BE DRAVNG NUMBER:
PHONE (727) 726—iT38 KEPT COVIDENTK AND SECRET FROM OWS, AD—PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 1— VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTALLED)
>�- - - - - - - - - - - - - - - - - �`
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE -ALL FACTORY INSTALLED �-- FOR ROOF VENTING BOTH FACTORY —
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
r TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
DAM APPROVAL
NOTES:
APPROVED BY
0 N Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE DRAWN BY: DAIS REV. LETTER:
JACOBSEN HOMES THESEsKcwAmaANDoRAWNm O.A. 10-24-07 ,
ORIGINAL, PROPRIEWY, AND COWIDENTuu DRAWING nRE:
P.O. BOX 368 MATERIALS OF'A MAWUFACLMG ON SITE PITCHED ROOF DETAILS
INC. SUCH MATERIALS ARE PRDVIDEO TO THE
SAFETY HARBOR, FLORIDA 34695 REDPENT FOR SUM PUWS AND W5i BE DRAWING NUMBER:
IL ® PHONE (727) 726-1138 KEPT CGNTIOENTIAL AND SECRET FROM OTHERS AD—PR-7001
20
13
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'
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING
i011wl—
SEE NOTE 12
BE RIDGE BEAMS
EE NOTE M A
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED WITH 7/16' X 1 1/2'
X 16 GA. STAPLES. 2' O.C. UAX. TO
EACH 16' QC. RAFTER.
SEE NOTE 11
I .
18' MIN.
CROSS-SECTION
REF. PG. RC-07-0044
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA ;ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
WIND20NE'"
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NDS01 Aff. CAM C-FS3 - 88.01
NOTES: OIQ W A"ROVAL• DAPIA N"OW{L.
I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2-/10 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.) Jun 09,2006
2. ATTACH MATE LANE RAFTER RALS (OR RIDGE BEAUS) WITH
#10 X 4 1/2' SCREWS 9' O.C. MAX. SPACING. b INC.1 SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. John C. 9Lf8T1. Pier. FEIelALrunKAau 'xost
K2 EngkmrkV. Inc. COMSMWnONAMISKIIYSTANDARDS
JACOBSEN HOMES
masrconaamADwAvocspE
DRAMIBT: 0.a
I DAT' 06-02-06
Mon
„
P.O. BOX 30
oNOW4. mwugTA". ro mfrmn.L
rAmas OF Ataom U&gwAcmwce
DRAIK TIM
ROOF TO ROOF ATTACHMENT
AM FROM9m
SAFETY HARBOR. FLORIDA 31695
ow Fm rm "FM INS IL
DRAYM WMKR
PHONE (727) 726-1138
IM e0flDML so NMI wai Oom
AD—PR-7002
21
RAFTER TOP
-E
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER ,
19' O.C. MAX. BETWEEN OUTLOOKERS
o.Q ...
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SIZE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
Is 00 48.0
2 X 4 NAOJNG BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' D.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT f OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MAMMUM INTO TOP do BOTTOM
CHORDS ONLY.
2 X 6 FASCIAFASTENED TO OUILOOKER J `" 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY
W/16N. (5) 7/16' X 2 1/2' X 15 GA NOTE:
STAPLES OR MIN. (3) .131' X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUTUUM M BE ��
(TYPICAL AT ALL CENTER BRACES) IN THE EOZONE PER FASIl G CHIWT.
SINGLE 1RUS5 ONLY
REO'D OMSIDE OF
3 Fr. AREA
SS MAY BE
PLACED ON EITHER SIDE
NDSOI
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER bETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
WNW
PEWIM1101k
.131 PD NAIL
5
1 1/2'
15 GA. - STAPLE
8
1'
178 SCRE11
2
1' owL W
OUi OOM FAS1D,M MAY BE MALLED MANDZONE 111
FROM TOP CHORD DON F POMIN ALL EXPOSURES
IS UWAIM. (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
w /7Z%ea8-
John C. Doe�n,'Rk
K2 Engine011gi Inc.
APPROVED BY
Feb 05,2008
rcN.
FEDERAL t+UWUFAGTllRED NOIIE
O�tSiRllCT10N AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
n VEt�1G►W6 M MUM ARE
:NAI PRDPRETART AID tDNF1Wm t
URAWN or,
O.A.
7' 1-29-08•
rm.. LLI Rm
DRAWING TITLE-
P.O. Box 368
YAIF7CNS OF JhCOBSEII YANUFAC1UtISIG
R- 90 MA�s ARE PROM pD g
END ZONE RAPIER/OVERHANG ASSEMBLY
A
SAFETY HARBOR. FLOMDA 3469S
ItIT W FOlt SP= RWM AD "M E
DRAWDG NUMBER
QV) 726-1138
PHONEAD—PR-7003
Iasi fOiLE m AID s m am cum
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
16'
_ - I TRIPLE WIDE CENTER SECTION PEAK - SITE INSTALLED DECKtI'IG ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION ✓E REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL /
ROWS OF SHEATMNG) SEAMS BETWEEN TRUSSES
-SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
7-1
m
VANOZONE 91
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES: ENMEER APPROVAL OARA APPROVAL --
1. 1/B' MAXIMUM GAP AND 1/1V MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 ON 14
Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. L)J:��". ��- Oct 29,2007
0mo
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WLL BE THE K2 �09,:ii:• : i1� i;�, !iiC+.
SAME DECKING PATTERN. INC
.
FEDEWLL MMUFAMRED NOTE
4.. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND HELD
JACOBSEN HOMES
P.O. BOX 3"
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-113B
NOMCN:
1M90MICATUMAMD AU=ME
++#L Ream, me VITA
MATOMM OF VZMS 7i NANUFACIUISIC
.It 9" YIITDONS AAE MADED m TIE
t Ell[ Rit 7ODFIC 11I[dm NO MIST M
I� m>IoaRu No Wu RAW Onm
umm CT:
O.A.10-24-07
DATE
REV. LETU.,
/I,
/y
Im
DRAW T17M
ON SITE PITCHED ROOF DECKING INST.
DRAWM M
AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J /
CEILING PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOT S-
NOTICE DRAWN
Opp JACOBS EN HOMES mim wEma T1s me mTM"1s Am
ORK MAL, PRORRIEIARY, AND CO FIDENT& DRAW
YATEMALS OF JACOBSEN MANUFACT111
❑„ P.O. BOX 368 MOINC. SUCH MATR" ARE PROM TO THE
SAFETY HARBOR, FLORIDA 34695 FFOP R FOR SKOM PURPOSES NO MAT BE DRAW
QQ� PHONE (727) 726-1138 KEPT CONFAOMTIAL AM SECRET FROM OTHERS
SITE INSTALLED CENTER
SECTION OF ROOF
APPROVAL:
OYED BY
PIRevised
Oct 25,2007
NC.
MANUFACTURED HOME
'ACTION AND SAFETY STANDARDS
O.A. DATE_ 10-24-07 REV. LETTER:
LLED PITCHED ROOF VENTS A-
AD-PR-7005
24
ROOF VENTING
t
rt
MARRIAGE WALLS I I
TTP100 SO. TN. CUTOUTS FOR
-�, %6111.0011 OF ROOF SECTION
�■ (SEE OOWI FOR REOUIREYENTS)
100 SO. IN. CUTOUT VENT HOLES
N
REQUIRED IN FLAT ROOF SECT10
(160-) x SECTION LLNGT* CUTOUT NOLES
0 To ly-6' 1
15'-6' TO 31'-3' 2
31•-r To 46'-10' 3
46'-10' 10 6 -6' •
62 -6 TO -0 5
a-r
1-4
I I - MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LON VENT
050 SO. IN, VENTS REQUIRED
HIGH VENT IN SITE INSTALLED TRUSS SECTION
---f-
CENTER LINE OF CENTER SECTION
Mn ■ SECTOR UXbt HIM Im LOF Ma
10 31'-r UK No[
1- 3AI- If 1 NOW
w-w10 •f-i 2 T to SQ
•i 10 iS- 3 2 fA SIDE
al AMICK A 00UP" %(NIS
•-r tv
r--� TTP. 50 SO. N ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
/ MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
SECTION OF .
A PROVED BY
JUN 10 20
INC.
FEDE L MANUFACTURED HOME
CON RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES NOTICE A*L+ DATE:REY. LETIER
T1iSE sFivlu►na6 No N)otA1�lCS AR[ R.R. 01-22-04
MOM. iROH1[iARY, NO CON MTK DRAWING w•SDI TITLE:-
TUNALS OF A%COYNNtAC%M4
_ P.O. BOX 368 We 9" r„� „M TWAM X THE ROOF VENTING
SAFETY HARBOR FLORIDA 34695 ITA°Dfl FOR 9EOFIC MIFM NO 0151 •E DRAWING MAWI : AD -PR— %O06
PHONE (727) 726-1135 ROT CWMIX NO.SIM FpN IOHM
25
a-r
1-4
I I - MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LON VENT
050 SO. IN, VENTS REQUIRED
HIGH VENT IN SITE INSTALLED TRUSS SECTION
---f-
CENTER LINE OF CENTER SECTION
Mn ■ SECTOR UXbt HIM Im LOF Ma
10 31'-r UK No[
1- 3AI- If 1 NOW
w-w10 •f-i 2 T to SQ
•i 10 iS- 3 2 fA SIDE
al AMICK A 00UP" %(NIS
•-r tv
r--� TTP. 50 SO. N ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
/ MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
SECTION OF .
A PROVED BY
JUN 10 20
INC.
FEDE L MANUFACTURED HOME
CON RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES NOTICE A*L+ DATE:REY. LETIER
T1iSE sFivlu►na6 No N)otA1�lCS AR[ R.R. 01-22-04
MOM. iROH1[iARY, NO CON MTK DRAWING w•SDI TITLE:-
TUNALS OF A%COYNNtAC%M4
_ P.O. BOX 368 We 9" r„� „M TWAM X THE ROOF VENTING
SAFETY HARBOR FLORIDA 34695 ITA°Dfl FOR 9EOFIC MIFM NO 0151 •E DRAWING MAWI : AD -PR— %O06
PHONE (727) 726-1135 ROT CWMIX NO.SIM FpN IOHM
25
al AMICK A 00UP" %(NIS
•-r tv
r--� TTP. 50 SO. N ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
/ MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
SECTION OF .
A PROVED BY
JUN 10 20
INC.
FEDE L MANUFACTURED HOME
CON RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES NOTICE A*L+ DATE:REY. LETIER
T1iSE sFivlu►na6 No N)otA1�lCS AR[ R.R. 01-22-04
MOM. iROH1[iARY, NO CON MTK DRAWING w•SDI TITLE:-
TUNALS OF A%COYNNtAC%M4
_ P.O. BOX 368 We 9" r„� „M TWAM X THE ROOF VENTING
SAFETY HARBOR FLORIDA 34695 ITA°Dfl FOR 9EOFIC MIFM NO 0151 •E DRAWING MAWI : AD -PR— %O06
PHONE (727) 726-1135 ROT CWMIX NO.SIM FpN IOHM
25
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VLN 1 t AI
(OR SOLAR
SIZE INSTALLED FLEX DUCT
(SEE DETAIL 'A')
SITE INSTALLED VENT CAP
SITE INSTALLED CENTER
,SECTION OF ROOF ,
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN. SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
:XHAUST DUCT SPLIT
►ND FASTENED TO ROOF
PECKING OR BACKER
NTH MIN. 4— 8D NAILS
V LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
0-%�'—FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS,
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(r (SITE INSTALLED)
COUPLER
� (SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
DAM APPIWAL:
APPOOVED BY
JUN 10 W,
INC.
FEDERAL ANUFACTURED HOME
rnNSTRII TION AND SAFETY STANDARDS
DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES NOTICE R.R. Ot-23-04
>� ��� AND DRAYA,acs
OMOIAL. PROPKIARY. AND OW MU& DRAWING TITLE:
LIAMRiALS OF jACWAW HANUFACnM4
P.O. BOX 368 W— 9" MAWbXS ARE PROVW M TW PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 RECPEMT PIN SPEOK PAPOSES NO NMI K DRAWING NUMBER:
PHONE (727) 726-1138 KEPT COIHI IIAL wq.WEXT IRON 9XIM AD—PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
150 FELT TO HAVE A 6' MIN. OVERLAP
AND A MIN. 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENDLAP SEAMS.
r-1
H
1 /2'
TO
FIELD INSTALLED 15f FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 111H A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
15f FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
1
FIELD INSTNIED ROOF SHEATHING (Dr.) \ b�
I
I
I 6' WIDTH OF ROOF CEMENT WHEN
( OPTIONAL 150 FELT IS INSTALLED.
I
1.
-�
1
OPTIONAL LAYER OF 15/ FELT
�
rJ r-i
I
Y
I
r
ONE-PIECE SHME
UNDERLAYMENT
ROOF SHEAN NG (TYP.)
THIS Row OF SHINGLES TO BE FIELD wSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF. THE FACTORY INSTALLED DECI NG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
FASTENING DETAIL
NOTES: ENGMER APPROVAL
1. CEMENTING OF OPTIONAL 15f FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 150 FELT IS NOT REQUIRED. (FASTENERS APPLIED
ARE JUST TO HOLD FELT IN PLACE UNTO SHINGLES ARE INSTALLED.) John (l,.UdEn,
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCAONS K2 Ei1911 i ;0109► )nG`
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
WMNDZONE III
(110 MPH)
ALL EXPOSURES
OVED BY
AIRevised
Oct 29,2007
NC.
IMLFACTURED HOME
ICTIDN AND SAFETY STANDARDS
JAC 0 B S E N HOMES
NOnC E
TNLg SPECi1GTN1115 ANo MANO AM
MAW BY:
o.a
DATE
)0-24-07
REV. LETTER:
UILJNLJ
DARaLAE PRDPIETML AND C@F10ER1UL
M IMALS OF JA MSEN WWACRM
DRANMG MM*
n
Im
P.O. BOX 30
SUCK
NC NATMU ACE PRdm TD N
SIZE NAILED SHINGLE AND UWDFRLAYMENT
rHl
SAFETY HAR80R. FLORIDA M95
WIN! FM 9 = L UWM AID ON IIE
DRAWING NUMBER:
PHONE (813) 726-1138
Im oaKiDENm AID im NROI own
AD—PR-7008
q7
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
.�
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105' X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DAPIA APPROVAL
NOTES:
NOTFS:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X 1- X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
004
-$
jtf%IT[I A
INC.
FEDEI
AL MANUFACTURED HOME
CONS
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
MsE 9K�Lm Aa �RA�
DRAWN BY:
M.T.
DALE
02-0'l-04
REK LETTER
DRAWING TITLE:
QZtf %- pR WIART. AMD COWMIUI
„ P.O. BOX 368
MA70UXS OF ACOOSFM MAWAC1LCM
NC SUDI MAWRNLS ARE PROW00 TO OE
TYP. FLASHING INSTALLATION
DRAWING NUMBER
AD-PR-7009
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
KOMI FOR 910 ROM NO LIST 9
PVT CDiTDEMUq AIO SCDET 1A0r OTHM
28
ADDENDUM
GENERAL NOTES / TIE-DOIR,2
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME UE-CGV,NS *01 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COM0114ED LOADING. VIVI ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED W THE TABLE(S), A STABILIZER PLATE MUST BE ;NS1ALI-M
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SMIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY .
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL.
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' SIDEWAL.L HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS-MEM9ER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 1 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER, ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON 1HE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION k@ TYPE OF SOIL IN
WHICH TIC ANCHOR IS TO BE INSTALLED.
11 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 SUDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REOUIRED 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 REQl O NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING REQU;REMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
ENGINEER II/�� DAPIA APPROVALoN TES: �.�� Do
�GVSTER,(cy ROVED BY /�.,
THESE NOTES AND DETAILS ARE APPLICABLE N�•
10
FOR WIND ZONE II AND/OR WIND ZONE III. THEY 4=-_: ENE8703571 i T5ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' .� INC,AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH. TA
%��6 1 �.
�:o��. AN'aC��
JACOBSEN HOMES
oT �I", ,,,,,,,T► C.L.Y. 5-19-95
THESE SPECV1CA110N5 AND DRAWNCS ARE A
OFEdHA1, PRDPRIETANY, AND CON110f1IT1A1 DRAWING TITLE: KCM R/H{
P.O. BOX 368 uATTRALS OF JACOBSEN UWACTURING TD-GENERAL NOTES
SAFETY HARBOR, FLORIDA 34695 EO SLAW YAARE PRDwOED TO HNC
E01'D!T FOR S'EI7Y PiIiP'O6C5 MO 9151 BE ORAWWG NUY5ER:
PHONE (813) 726-1138 nPT Wroana AID SECRET IT= oT"& AD-TD-0001
29
ADDENDUM lC\�,�V
NORMAL TIE -DOWN SPACING TABLES StS Z. v
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
�+1 MIN. WIND ZONE II WIND ZONE III
FLOOR a on• ANCHOR YI7CF
ANCHOR
W1D1H EA. END OF ANGLE EA. ANG E
EA. SECTION YIN. 0 EA, MIN. 0
�4 20'-0' 2 36' 2 45
1 24'-0" 2 46' 1 2 60
2 50' 3 38
26A" 1 2 154' 3 41
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE n WIND ZONE III
FLOOR EAVE SPACING DEL ANGLE SPACINGDEL HEAD DBL HEAD ANCHOR ANGLE WIDTH OVERHANG LOAD LOAD
20'-0" 12" 8'-0, 31501 40'-50' 6'-8' 3150# 40'-50'
24'-O' .12" 8'-0' 31501 40'-50' 6'-8' 315040'-50'
25-4' 12* 8'-0' 31501 40'-50' 6'-8' 3150 40'-50'
26'-8" 12' 8'-0' 3150 40'-50' 6'-8' 31501 40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR uIN. DTY. ANCHOR uHN. D O ANCHOR
WIDTH EA. END IO 11m. EA. SEC IO ANGLE
O� 1� EA SECTION YIN. 0 EA. SECTION MIN. 0
20'-0' 2 50' 2 68
1 24'-0" 2 70' 3 50
25-4" 3 45' 3 60'
26'4 3 45' 3 60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE IR
FLOOR EAVE DOL HEAD ANCHOR ANGLE SPACING DBILHHEAD ANCHOR ANGLE
SPACINGLOAD
WID1H OVERHANG LOAD
20'-0" 12" 5-4' 31501 4T-45' 4'-0' 3150j40'-50'
24'-0" 12' 5-4' 315092 40'-50' 4'-0' 3150# 40'-50'
12- 5-4' 31501 40'-50' 4'-0' 3150 j 40'-50'
26'-8" 12- 5'-4' 31501 40'-50' %TT NINIIIE, '-0' 3150# 40'-50'
ENGINEER O OAPIA APPROVAL'
NOTES- `�
1. SEE AD FOR ADD17IONAL REQUIREMENTS. Q�G (1J0 9F0'':� PPROVED BY
2. SEE AD-M-0011 FOR uAX114Ll PIER HEIGHTS REWIRED FOR THE LOADS _ ENE8 5
TABULATED AB01E.
�. :'� fE7ENtWwIfKIU1t®IdE
NOTICE NIiBIFNTs DATE REV. LETTER:
JACOBSEN HOMES THESE SPEOMATIONS AND DRAVANGS ARE C.L.Y. 5-30-95
DFtQNAL PROPRIETARY. AND CCNFIDENM DRAVANG TIRE'NORM. SPACING TABLES
MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 368 W_ SUCH WATERULS ARE PROC D To THE
SAFETY HARBOR. FLORIDA 3A695 REOPE NT FCR SMCFX RRiPOSES AND IAAT BE DRAWING NUUBER:
PHONE (813) 726-1138 PUT CDKFWTUL AND SECFV 11M OTHERS AD-TD-0010
30
ADDENDUM����s
5�' �
ALTERNATE TIE -DOWN SPACING TABLES . ",1 11
l
ZONE II & III/EXP. C o
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE u
IND ZONE III
[v' .
FM
WIDTH
Ill 0.
FAEA.sm aF
MIm
A
ilk V.
EA Elm OF
AIm
A
��u
v�L . D
FA soLa
nL e
1�
244
2
54
3
40'
v
254
2
GO'
3.
44'
26'-Ir
3
N
3
48'
3
4T
4
41'
(SEE NOTE 14 FOR ANCHOR ANGLES)
VERTICAL TIE-DONN / FRAME TIE -DOWN SPACING TABLE
YIN.
MAX
WIND ZONE II
WIND ZONE II
sPA
EL HEAD
AlIOIOR ANC
SPAf1NG
ML WA
ANCir7! AN6lE
FLOOR
EAVE
WDTH
OVERHANG
LD
LOAD
'5-4'
12'
T 4'
31501
4O' 45'
54
3150/
35'-40
24'-0'
12'
S4
3150#
40'-45'
5'-4'
31501
35'-40'
254
12,
54
31501
40-45'
54
31500.
V..49
9-Li'
If
54
31501
9-45'
5-4'
3"
35'-40'
31Y-8'
12'
54
31501
9--45'
5-4'
3150E
35-40'
(SEE NOTE E4 FOR ANCHOR ANGLES)
e`��e9rsrrrro®�
C. DoF �ooi
o�°°,Q? •\ GCE $ • O� �� o
•�
�` :• No 45484 m
J
-
p
8 TA REF. CALC.
�o�'n�
•'c� r P : `�o�� C-TD - 215.01 - 215.20
�� S • •.... • E?
• e°
10NA,
NOT>;�5:
MOW APPROVAL:
DARA APPROVAL
.
1 SEE *-m-w FOR ADDI1 um REOlN1E]M
APPROVED BY
2. SEE AD-M-W1.1 FOR YA>DIGAY PER HM73 MUM FOR 1HH LOADS
MUM AM
1in16,2009
IN 7AiINC.
3 7E-D011N DM ON 1HS PAGE APPUCABIE 70 DWU UB ONLY.
4. 80 ANCHOR ANGLE SHOWN Da X CHART ABOVE GANNOT BE ACHEVFD,
CONSTRRUMONM AND SAFEn HOME
DST& D AN APPROVED STABI = FUME
JACOBSEN HOMES
DPAN W.
M.T.
06-o4-os
` Enm
MUG',� LES
ALTERNATE SPACING TAB
ff9WL FNNUM, AA = mom
MAC &►m or m MWA0=9
P.o, eox 366
SAFELY HARBOR, FLMDA 3095
21
W. sM71 MAmm ARE R mom TO 11E
1 tR WU Kff= AID MUSE m
MD SMET FROM UUM
DRANSIG NMER
AD-TD-0010.1
PHONE (813) 726-1138
I� COfDtUIIAI
31
ADDENDUM -
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIF-DOWN SPACINGS
rrk rm 1 w — ro-.u-w.....aaa ... — ... ............. ....._ ._ __._ .. _— . _
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE-DOW I0,9iIOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE-DO1fNYVR I r r r
SEE NOTE 5 FOR
MAXIIW HOGIIT
NOTES: EHaNEER`AFPR\ovA� DQ�O�i''�,� OI"SV V CU BY
1. SEE AD-TD-0010 FOR SPACING TABLES 0�``�G� No R�O�t`2 iliV V CU i,,II����,�
2. SEE AD-TD-0010 FOR OUANITY OF LONQTUOIAL TIE -DOWN STRAPS REQUIRED. • .Q M'� - "
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANIITY AND OTHER REOlIRE1AENTS _ ENE8703571 INC,. SEE AD-TD-0001 FOR ADDITIONAL REOIJOUENTS. - I
5. ZONE 2/EXPOSURE 'C': 60' YAXMIY HEIGHT $ 'T
ZONE 2/EXPOSIIRE V: 44' MAXIM HEIGHT
�''' ��
ZONE 3/EXPOSURE V. 40' YAXMUY HEIGHT0 Q
it` •'' i ! • �� ��� REF. CALCS
ZONE 3/EXPOSURE b: 36" MAXEIAIM HEIGHT �,�siS/nutaT• �.�..��
N0710E 1� GrAwl*PDATE NLv. LLIILIC
JACOBSEN HOMES THESE SPECEICATIONS AND DRAWINGS ARE C.L.Y.3-27-95
OfOGINAL. PROPRIETARY, AND CONMENTIA1. DRAWNG TITLE_
MATERIALS OF JACOBSEN MANUFACILFdNG FIGURES 1.0 AND 1.1
P.O. BOX 368 W_ SLKN MATERIALS ARE PROWDED TO THE
SAFETY HARBOR, FLORIDA 34685 REMENT FOR SITM PURPOSES AND WST K DRAWING NUMBER
PHONE (1313) 726-1138 HEFT CONFDENUL AND SDET HROY OMM AD—TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION I
SHOWING TIEDOWNS ROOK
Amltlt ANGLE OE NOTE #S) ANm Amm (SEE ROTE a)
FIGURE 1.1
(Dmm um ON 01/i I-mm CENTERS Alm I6• mw SmE1AlAl1S)
a®ea�o�C aaDdE IV
�®B��o
o• f1fU 4+_�.. 1 a
40do
b e
®m I;eOf, ;, N A
latest
SEE NOTE 5 RR
YA141fM NE191i
NOTES:
_
1. SEE AD-7D-0010.1 FOR SPACING TABLES
APPROVED
ONA
BY
2- SEE AD-TO-OMOA FOR QUANRY OF LONGITM TIE-DOM STRAPS REQIARED
1 SEE OTHER DEPAS FOR.BIACNING (PIER) QUANTITY AND OTHER REQUREMEM
�^m'(16,2009
I I V
4. SEE AD-TD-Coln FOR ADDITIONAL REQUIREMENTS
FEDERAL
YANIFACTINEO
`' .
HOPE
5. ZONE 2/E1IPOSURE 4W : 67* MA)MINI HEM
CONSTRRCRON AND SAFETY STANDARDS
ZONE 3/EIIPOSLIRE V.- 56' MA)a11UM NWIT
6. 00 ANCHOR ANGLE SHOWN ON AD—ID—MMI CANNOT BE Af 900,
REF. CALCS:
INSTALL AN APPROVED STAMM PLATE.
C-TD- 215.01 - 215.20
JACOBSEN HOMES NoTICIR MAM °E` "^'G MT. N 1I
„M �aTM = MAW= AK M.T.06-04-09
01BtlNu. PROPIEETAAY, AND CONF1DEAl1AL DRATBNG TITLE
P.O. Box 368 NATEA1A13 OF SI09! MAN11FACMQ, FIGURES 1.0 AND 1.1
W. Sian MAID= ARE MOM m 71E
SAFETY HHAFZBOR, FLORIDA 34695 MMW Aft SPE M 1uPOSE.S NO MIST M DRAWN RIMER:
PHONE (813) 726-1138 16P1 tMM MAL AND SST 1AOM o0NM AD—TD-0011.1
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
1 �'
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WAND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
ANCHOR
MIN. OTY.
ANUIOR
WIDTH
EA. END OF
ANGLEEA.
END OF
ANGLE
���
O
EA. SECTION
MIN. a
EA SECTION
MIN. e
12'-0
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
6'
B'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
MIN. CITY.
ANCHOR
UK OTY.
ANCHOR
r
FLOOR
WIDTH
EA. END OF
ANGLE
EA. END OFANGLE
O
EA SECTION
MIN. a
EA. SECTION
MIN. e
12'-0'
2
64'
3
47'
12'-0*
3
37'
1 4
33'
13'4
3
42'
3
1 55'
13'-4'
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
HIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
54
3150
40'-45'
4'-0'
3150Q
40'-50'
13'-4'
6'
5-4'
3150p
40'-50'
4'-0,
31501
40'-50'
NOTES
ENGINEER `\
DAPIA APPROVAL
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
,`,�Mgr"
:�
APPROVED BY
2. SEE AD-TD-0013 FOR MA ULW PIER HEIGHTS REQUIRED FOR THE LOADS
: Q No. FOZ
IN ' S
TABULATED ABOVE.
ENE8703571 —
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
INC
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144' FLOOR MOTHS WITH 95 I/2'
I -BEAN SPACING 96' YAIOYUN SIDEWAIl HEIGHT AND 6' NAwutlu SIDE
�,. STAT" F
� •4.r •
�'•.
'� �� /k�IQN.•,����'`�,`
4l II7fUMLIFACTUF71CW
cos,tiao„yowt„srNOV+oe
OVERHANG (6- UYUMANG MAK EACH SIDE OF UNIT).
i
JACOBSEN HOMES
NOTICE: 4/%tt II IN
THESE SPEa'1CATIDNS AND DRAWNGS
AAyy,µµ
1111t,"d ' C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. Box 368
ORIONAL. PROPRIETARY, AND OMHDLNR&
MATERIALS OF JACOBSEN MANUFACIMNG
INC. StxH MAXp-ALS PROVIDED TO THE
DRAWING TITLE:
NORM. SPACING TABLES
n
„ SAFETY HARBOR, FLORIDA 34695
ARE
RECPDIT FOR SECFIC PJKSES AND MUST 81
/!—�`
DRA'NNG NUMBER:
PHONE (813) 726-1138
IVT C&fW'A NO SECRET ►ROW OHM
AO—TD-0012
34
ADDENDUM
TIE -DOWN -SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
WAX PER AD-TD-0012 TABLE PER AD-TD-0012 TAKE PER W-TD-0012 7A91E nK 1ur.lu-Wt[ utu. rtx AU-16-wu uac MPA.
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE to FOR ALTERNATE TIE —DOA ilE'fHOD
AIGLE MOLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TD:—DDVN 11=11
SEE NOTE 5 FOR
WAVOAI HEXiIT
O ' S: ENQ`�,.C Drr,I j'i' DAPIA APPROVAL
1. SEE AD-TD-DD12 FOR SPACING TABLES AND NOTES.
�►`�.••""•O�Q '•,. APPROVED BY j�;__
2. SEE AD-TD-0012 FOR QUANTY OF LONGITUDIAL ME -DOWN STRAPS REQUIRED. ` ��; •!GG\STEq�c �Z . x1e.
3. SEE OTHER DETAILS FOR BL000NG (PIER) QUANTITY AND OTHER REQUIREMENTS. No. O
4. SEE AR>-TD-ooDl FOR ADDITIONALItEQUIREWI?1T5 EN 870357 `�� .l
5. ZONE 2/EXP0SURE 'C': 30' MAXIMUM FREIGHT :.� '�� INC
ZONE 2/EXPOSURE 'D': 18' MAXIMUM HEIGHTATE OF ,
�l l ' . ��., fAR1AlIGICMM03AKiTtAAt�l4
ZONE 3/EXPOSURE •C': ZB' WAXNAUY HEIGHT
ZONE 3/tXPDSURE D': 60• WAXIIRIM HEIGHT . ,�F'•./yOlA�i%' `�```.
N017C1 DR Ar DATE: REV. LETTER:
JACOBSEN HOMES nwm smaFIt:Ams Arno MA;9*&Mjr wO, C.L.Y. 5-19-95
MMAATFMALSPOF TACO MMM "C DRAwwc nilE FIGURES 1.2 AND 1.3 A
P.O. BOX 368 w- sm WAmms ARE PRmn 70 THE
SAFETY HARBOR, FLORIDA 34695 KaPDrt Fat 9 MC P ffM NO W9 BE DRAWING NUMBER
PHONE (813) 726-1138 10FT CaFmnx Am sEw rxa OHM AD-TD-0013
35
ADDENDUM
ALTERNATE TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION
cunwur_ Tl[_nnuM 4PANNN
YAA YEA IYr IV
,roac ,,.+. ... ,� .,.,. ••�••• ...• •� .� __._ ..— ._.._ _ --
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
.,,1luunr,ru,._
NOTES:
1. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-TD-0010 FOR OUAmT( OF LONGITUDIAL TIE-DOTMI STRAPS REQUIRED. _
3. SEE OTHER DETAIS FOR BLOOONG (PIER) QUANTITY AND OTHER REQUIREMENTS
4. SEE AD-TD-OOD1 FOR ADDITIONAL REQUIREMENTS /:
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
0 •`c�G� NO
ENc8703571
:r At
NOi10E: DRAYM BY:
THESE SPEOFTCATIONS AND DRAWINGS ARE
0WANAL PROPRIETARY, AND CONFIOENTLAL
MATERIALS OF JACOBSEN MANUFACTIATBiG
W_ SUCH MATEMS WE PRWDED TO THE
REOMT FOR S'EWC P.PFO,4S NO WSI BE
OUT COIQDDNIIAL ADO !00 FROM OTHERS
ANA APPROVAL
APPROVED BYE
14� IN� 1 5
(NC.
iEMM MAMOA IMKW
Eumic,cla A/0 Srh7TSOlD1�
C.L.Y.
DATE: 5-19-95 REV. LFTTE
FIGURE 2.0 A
R AD-TD-0014
3b
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
TIr-DOWN STRAP
SEE OTHER DETAILS
FOR TIE -Dow STRAP
SPECIFICATIONS.
SOLID HEADER (CROSSYEIIBER)
SIDE VKE1V
SIDE VIEW OF MAIN Fi".-
1
APPROVED ANCHOR D TO
WAIN I-EEAM (SEE OTT DETAILS
SEE W-TD-D200 FOR FOR WELDING) 10 BE INSTALLED
WJr.
RADIUS CUP DETA'LS AT 'WE FACTORY.
(REWIRED INS LOCATION). (WIN. 31501 WDIANG (DEWN) LOAD
AND 47251 ULTIMATE LON.)
GROUND ANDiCR
SEES OTHER DETAILS FOR SIZE.
ANGLE AND OTHER INSTALLATION NOTES.
SEE AD-TD-0200 FOR
RADIUS CUP DETAILS
(REQUIRED THIS LOCATION]
NOTES;
L SEE AD-TD-0010 FOR SPACING TABLES.
2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL nE-DOYN STRAFS REGU:RED.
I SEE OTHER DETAILS FOR BLOCKING (PER) OUANTITY AAT) OGIER REOLKREAIENTS.
4. SEE AD-TD-0001 FOR ADDIT,ONAL REQUIREMENTS.
JACOBSEN HOMES
,. P.D. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHGVE (813) 726-1138
FIG URE 2.1
X 3/1' (_
CUR INTO HEADERER
STRAP ATTAChT/EHL
FRONT VIEW5(REM;KD
. MUST BE LOCATED
WITHV S' OF YAIN
(FActORr CUT)FOR
CHASES I-BEALL
SEE AD-TI)-C20O FOR
j
RADIUS CLIP DETAILS
THIS L=IGN).
5' uAll .
TIE -DOWN STRAP
SEE OTHER CETMLS
FOR TIE -DOWN STRAP
SPECIFICATIONS
GROUND ANC},OR'
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OTHER MTAWIION NL =S.
uR APPRovN.::,<,.
ENEW . r„
L Vr- 1
mil. �Trll"c''.:I:'
.,
�:r�; ,-
,`SIONAL t
''rnrnlml4lLt\\'`
A,%MOR BRACKET AND TIE-DOVLV
DEVICES ARE CERnIED BY 011ERS
Nomce eaAwN er_
TrEZ WCMAZONS AN] CRAWIM ALE
OW-RAL FILI EIART. AN) CCM1 MA.I'
YATr7GAL5 Cr JACOBSEN YMAIACTUl%IG
HC SUCH Mkfuuu Apt ►Uov= TO 1w
KU%UtI rx 9ECFIC r1AJM AhD WEST E
C.L.Y,
FIGURE 2.2
A APPROVAL:
YF IL•
6-13-95
FIGURES 2.1 do 2.2
AD—TD-0015
37 1
LONGITUDINAL STRAP ATTACHMENT
TYPIQ
W CLAMP, MANUFACURED BY
ENGINEERING, PART 159011
JXL MABUr'ACTURER'5 INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES: DAPIA APPROVAL
T_ SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A P ROVED EY
2. ALL STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND Q035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATIONlip
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. f N C.
FEDE AL MANUFACTURED HOME
CONStRUCIION AND SAFETY STANDARDS
'JACOBSEN BIOMES THESE SPECIMAT INStAANDD. DRAVdNGS ARE DRAWN BY: M. T.
DATE; 6-12-01 REV. LETTER:
ORIGINAL, PROPRIETARY, AND CMDENTIAL DRAWING 71TLE:
• , „ MATERIALS OF JACOBSEN MANUFACNRINC _.
P.O. BOX ' "C SUCH MAMMS ARE PROMED To THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR, FLORIDAI 34695 REa+ENT rot 9Wk PUBPOSt:S AND UUSr BE DRAWING NUMBER:
' PHONE (727) 726-1138 NTT CON1M ►OK AND SECRET ERDU OTHERS AD-TD-0016
38
ADDENDUM
OFFSET UNIT -TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D `� l
LONGITUDINAL TIE -DOWN. SPACING TABLE
E+1
MIN,
WIND ZONE II
WWD ZONE III
k On
Ell ff
Et
ANGLE
ANTiE
A. D Y.O
EA END IO
�+oIGIR
ANGLE
LE
FLOOR
O
WIDTH
SENDECTM
E.A. gcTTox
1T01 a
EA s£cT10R
1811 e
44'
VERTICAL TIE-DOlVN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
MIND ZONE u
WIND ZONE III
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
W_ HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0"
12'
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0"
12"
4'-0'
30001
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'-3'
31501
40'-50'
4'-0*
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND
ZONE III
MN• On.
EA. END
ANCHOR
ANGLE
AOtt.
EA. END OF
AANGLE
ANGLE
S
FLOOR
t
O \V\
�
VADTM
EA. SECTION
wL a
EA, sEcna+
uw. e
10'-0"
2
64'
3
46'
12'-0"
3
50'
3
68'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE.
MIN.
MAX.
WIND ZONE II
WAND ZONE III
SPApNC
DEL HW
ANCHOR ANGLE
SPACING
HEAD
ANDOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
12'
4'-0'
3150#
40'-50'
2'-8'
31501
40'-50'
12"
4'-0'
31001
40'-50'
2'-8"
31501
40'-50'
13'-4"
12'
4'-0'
3065,1
40'-50'
2'-8'
30001
40'-50'
NOTES: ENa`�� �vAI���A^ A
i`�LD BY
1. OFFSET SECTION W1TH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF O : ' �j15 T ,�? C�l•J,
,� �Q�` C� '•_
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
TABLES ABOVEAHE SIDEWATL SIDE AND THE ADJACENT SECTIONS) ARE T h -
SEP 0 9 1
WIN THE . , .
i
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). ,
2. SEE AD-TD-0001 FOR.ADD17IONAL REQUIREMENTS.
. 'o '• �n9(QI'T:: ' •�'�;`
INC.
HOME
FED
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED ��� •'•,•J(�}ATE.. ��`�
i��,F�►s •• .... • '���� COI
RAL MANUFACTURED
ISTRUCTION AND SAFETY STAND
ABOVE
JACOBSEN HOMES
NOTICE jJA4!!J
mEsE sKcnanONs ANO oR--NCs ARE
OPoONAL PROPMETARY, MO OotinuLITUAL
1 �tih DATE' REV. LETT M-
R.R. 8-27-96
DRAWING TITLE-
MATUZIALS OF JACOMN MNNFACTMIG
OFFSET SPACING TABLES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
WC. SUOI MATERMLS An PRONGED TO W
REOPINIT FOR SKcrlt PAW AND MUST EE
70V TRW NICK
DRAWING NUMBER: -
AD—TD-0020
PHONE (813) 726-1138
PVT CWWTLAL AAO
DS.
39
ADDENDUM,
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN KMOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
[TARES ON 0-11-OD20 D!l RQI APPLY
m THESE STANDARD IAAII-WDE SEcnOPS
OF 1NE UN0 -SEE NOTE I. AD-TD-002Q)
TV FLOOR SYSTEMS I I TYP.
MOM ANGLE MOM ANQE
muf ANGLE
FIGURE 3.1 FIGURE 3.2
SH FIGM 6.0 FOR ALTERNATE TIE -DON KMOD Pi90dR$�U. lm; ALTERNATE TIE -DOWN METHOD
%ENGI` 0 , , , O �iDAPIA APPROVAL -
NOTES:
i. AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). `�O.�',ST�Ac�'�2�y APPROVED BY
2. SEE AD-TD-0020 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REOUIRED. ENE870357 '
(OFM SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANIITY AND OTHER REQUIREMENTS.
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS. 5. ZONE 2gOSURE 'C: 44' MAXIMUM HEIGHT ��0� /'.•���� 7NTAINC,
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' V91DE MIN.)
ZONE 3 OSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/DOSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) �i s�ONAI.
NOMCR DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEcmCATIONS AND DRAWINGS ARE C.L.Y. 5-11-95
ORIGINAL. PROPRIETARY, AND CONFIDE M DRAYONG TITLE:
TM P.O. BOX 368 MATERIALS OF JACO9%N MANUFACTURING FIG. 3.0, 3.1 & 3.2
„ M SUCH NATEWALS ARE PROVIDED TO 7NE
SASTY HARBOR,
HONE (813) F726 1138 95 CAMK PtU ou nwmomm Y DRAWING NUMBER: AD—TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-00164SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES: `trtiti�l�A�pvW(J� DAPIA APPROVAL1. SEE AD—M-0020 FOR SPAC"7-,* TAKES (OFFSET SECTION ONU). )G�STf9.L''' APPROVED BY
2 SEE AD—TD—oD20 FOR QUAN:TY OF LON07UDIAL TIE—DOVIN STRAPS REOIARED. Z L
(OFFSET SECTION ONLY) = NE8703571 S 5
3. SEE DIM DETAILS FOR BLOO1CNG (PIER) QUANTITY AND OTHER REOUIRD oQNTS. __ ' INC SEE AD—TD-0001 FOR ADDITICCAL REQUIREMENTS I VAL
JACOBSEN HOMES
r=maAoQ
P.O.
N077CE ""`
TNEse sP[onunoNs AHD oRArrN4S ARE
iROGiEC'O_ AND CO ACUMA W1
YAIFTEALS CF JACCB9il1 YANUFACANWG
�► BY. ,
C.L.Y.
DATE:REV.
5-11-95
LEM
n
DRAVANG TITLE
FIG. 4.0
„ R. FLORIDAW_
SAFETY HA?o ��. ORI34695
Sum MAIEAILS Aa PRONGED TO THE
KCPIDIT FOR W(CrIC PJN0 NO WS K
'H1
OWING NUMBER
PHONE (913) 726-1138
1®T COl WTA AND KaV "of ontTa
AD—TD-0022
41
�Q�
ADDENDUM
NOR TABLES
ALTERNATE UNIT TIE -DOWN SPACING
C & D
5
�O
ZONE II & III/EXP.
/
LONGITUDINAL TIE -DOWN
SPACING
TABLE
MIN.
YAND ZONE II
WIND ZONE III
ANCHOR
uwon.
ANCHOR
FLOOR
EENDn Cf
ANGLE
EA. END
ANGLE
CTIONKDTH SE
El,
WIN. B
EA SECTIoN
MIN.0
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
2
67'
26'-8'
2
1 55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
D9_ HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'
4'-0'
36701
20'
4-43900#
20'
20'-0"
12'
4'-0"
3700#
20'
4'4
39501
20'
24'-0"
12'
6'-8"
40001
15'
4'-0*
39508
22'
254
12"
6'-8"
39501
28'
4'-0'
3950#
22'
26'-8'
LONGITUDINAL TIE —DOWN
SPACING
TABLE
n
MIN
WIND ZONE II
WIND ZONE nl
uIN. on
EA. END Dr
ANCHOR
ANGLE
uIH on.
EA. ENO OF
ANaoR
ANGLE
FLOOR
R1DTH
EA gcnoN
u1N. a
EA. SECTN)N
uw. e
20'-0"
12
50
N/A
N/A
24'-0'
2
70'
N/A
N/A
254
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MAX.
WIND ZONE II
WAND
ZONE III
MIN.
SPACING
DOL HEAD
ANCHOR ANGLE
SPACING
DEL
AN04OR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0*
12" 4'-0"
NIA
N/A
N/A
24'-0"
12" 4'-0'
40001 24' N/A
N/A
N/A
25'-4'
12" 4'-0'
40001 26' N/A
N/A
N/A
26'-8'
12' 4'-0'
4000 27 -, 1.... N/A
N/A
N/A
NOTES:��
NE&' PR�YAL p0 DAPIA APPROVAL'ENGI
....... FQ
F� •' ��
_._
1. SEE AD-TD-ODOI
FOR ADDITIONAL REOUIREIIENTS
. ��G n0.
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED ENES703571
ABOVE:
"' -
3. 20 WIDES -82'
MAXIMUM I -BEAN SPACING ONLY.
6�2`}( ✓1T
— ,
4. 4' MA)oMUM
INSET TO ANCHOR HEADS SEE AD-TD-OD31
:.`' �" C' :_ _.........�..:.
��JvinA Al `
"/Irrr r98r1WT+' DATE
NoNc C.L.Y.
REV. LETTER:
6-13-95
JACOBSEN HOMES
T1+ESE SPEanuTMINS AND DRAlxres ARE
ORIGINAL PROPRIETARY. AND CONrWTIAL DRAWING TIRE:
ALT. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
MATERIALS OF JAC-CM MMWACAMC
M SUCH MAMMS ARE PRONOED TO THE
RLGEM MR SKCFX ROMO AND IAI51 K ORAVANG NUMBER:
AD-TD-0030
PHONE.(813) 726-1138
MST c&wmnAL AND sEw rRw orAY&
42
000# �N��°RS ALTERNATE TIEE
ADDNDUM
a DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING DEDOWNS
SEE N01E 4 FOR
Uk= HEIGHT
4. MAX. INSET FIGURE 5. 0
SEE ETGURE 1.1 FOR RECOMMENDED TIE—DOT,I MIMD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
T1L1'af USING THIS TIE—DOAN COFFIGURATIOR A STYLE CREST PRODUCTS YODEL 59SH (TYPE 2). AUGER ANCHOR = A DESIGN LOAD (TORKM LOID) RATING OF
4,000 POUNDS AND AN ULTDIATE LOAD RATING OF 6,ODO POUNDS DUST BE USED. AN EQUIVIANT ANCHOR MEETING THE ABOVE SPECMCATTONS MADE BY
ANOTHER HALTLLFACTURER MAY BE USED IN LIEU OF THE STYIB CREST PRODUCIS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD-M-OD01 FOR ADDITIONAL P.EOUIREMENTS.
ALL WIND MIE5 AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D•. HOWEVER. BY
INSTALLING THE FRAME 71E-D0WN STRAPS AT THE 'OUTBOARD' I -SEMI THE MAX
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUA14TITY AND OTHER REOUIREMENTS
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE TiE—DOWN SPACING TABLES (AD—TD-0030).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE —DOWNS.
4. ZONE 2/EXPOSURE 'C'. 3r YAX:Y.UM HEIGHT
*D-
ENG(NELTfRROVAI!r)
DAPIA APPROVAL•
2/EXPOSURE 27* MA WIQU HEIGHT
��`
ZONE 3OSURE C': 30' uAX1Fi1M HEIGHT
'D':
�`(V`N
\\�ZONE
�:
ZONE 3/EXPOSURE THIS APPLICATION IS NOT APPLICABLE.
'� No,�Ff
JACOBSEN HOMES
NOTICE �I"�"
THESE SPECIFICATIONS AND
'DRAWN BT:
C.L.Y.
DATE
6-13-95
REV. LETTER:
P.O. BOX 368
DRAMNGS NE
ORIONAL. PROPRIETARY. AND CONFIDERTIAL
NATERIAdS OF JACOBSEN UATAIFACTUiO1G
DRAWING TITLE
FIG. 5.0
„
SAFETY HARBOR, FLORIDA 34695
Orl SUCH NAMUS ARE PRW= To THE
RECPIW Fort SPECFIC ar+POO AND MW BE
DRAWING NUMBER
PHONE (813) 726-1138
ICPT CWMnx NO SEO00M ORFRS
AD—TD-0031
43
�E
ADDENDUM �g�s
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES Ott
6 Q & 6
QQQ ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
FLOOR
YIN. OTY.
ANCHOR
YIN. DTY.
ANCHOR
r
wDlH
EA. END
AN
EA. END OFANGLE
4O�
EA SECTION
YIN..
EA SECTION SECTION
YIN.. B
20'-0'
N/A
N/A
N/A
N/A
24'-0*
2
42'
2
53'
1
1
25'-4'
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
SPACING
DO' HEAD
ANCHOR ANGLE
SPACING
SPACING
HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
1 4'-0'
40001
20'-30'
4'-0'
4D00#
20`-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'4
40DO j
20'-30'
4'-0'
40008
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
HIND ZONE III
FLOOR
YIN. CITY.
EA. END ID
ANCHOR
AN.
YDL CITY.
EA. END
ANCHOR
ANGLE
WIDTH
EA S:CiION
YIN. 9
IO
EA SECTION
YIN. B
20'_0•
N/A
N/A
N/A
N/A
24'-0"
2
60'
3
45'
�t1'Q
25'-4'
2
66'
3
1 48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
NAND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DEL �
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
264
12*
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40001
20'-30'
2'-8'
4000#
20'-30'
25'4
12'
4'4
40001
250-30
S-2'
40001
15�30'
26'-8'
12"
4'-0"
40001
25'-30'
3'-2'
4000#
25'-30'
NOTES
ENGINEER I�YyY(LIIIIII/���J'
DAPIA APPROVAL
C: ppcp�''
PPROVED BY
1. OFFSET SECTION VAIN THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL of
,•`���
4 ' ��s Fq'••
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRUGE LINE IN ACCORDANCE
WITH BLE TH THE TAWS ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECIION(S) ARE TO
': •��' No. FO '.
JUN 14
BE 71ED DOWN IN ACCORDANCE MIN THE ALT. SPACING TABLES (AD-TD-0030).
INC
I v
2. SEE AD-I0-0001 FOR ADDITIONAL REOLIREYENTS
Zz
i '••
�i
rtt �_:'
]. SEE AD-1D-0033 FOR MAXIMUM PIER HEIGHT REOIARED FOR THE LOADS TABUUITED
O�•. /yr' ��`.•'���
ABOVE.
i
JACOBSEN HOMES
i� l'
THESE SPECInUTIM MO DRAMNGS'%R!': •
tt�� C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAWING TITLE'
ALT. SPACING TABLES
ORIGINAL PROPRIETARY. AND CDW10 AAL
MATERIALS OF JACOBSEN YANXACTLTTIN6
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
LRE
PROYM TO THE
IEFOR SPEOFE w�iPOO 00 WS K
DRAWING NUMBER:
AD—TD-0032
PHONE (813) 726-1138
IVT CONYaE nX AND SECRET TRW OTrM
44
��C►� „�5"��;"�` , ADDENDUM
vs ►`o wr UgS g�4
F�'1�E-Ac�o ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
ANGLE mu
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED T11-DOTN METHOD
SEE NOTE 5 FOR
YAT " MIT
[TABLES ON AD-10-0 M DDM APPLY
TO THESE STAN= {furl -ICE ICUS
OF THE UNIT -SEE NO1E 1. 0-TD-00321
T1P, TLOOR ST=7 TIP.
ANCHOR ANGLE mom ANME
FIGURE 6.1
SEE MURE 32 FOR RBCOMM AM TTE-DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS
THEN USING THIS TIE-DOII,,I CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR WITH A DESIGN IAAD (TORINM LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE IAAD RATING OF 6,OD0 POUNDS MUST BE USED. AN EQUIVLW ANCHOR MEEITNG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DON SPACING TABLES (AD-TD-00201
4. FOR FIGURE 6.1 SEE NORMAL ME -DOWN SPACING TABLES (AD-TD-DOIO).
(ALSO SEE AD-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EVOSURE 'D% 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN HEMS SHOWY ABOVE ARE ACCEPTABLE FOR USE N
ALL Warn ZONES AND N BOTH EXPOSURE 'C' AND EVOSURE V. HOWEVER, BY
INSTALLING THE FRA11E PE -DOWN STRAPS AT THE 'OUTBOARD'I-BEAM THE MAX
HEIGHT OFF THE GROUND S GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOWNS
No. RFC �y
OE
:Ivo ��7F
NOTTCE
JACOBSEN HOMES /ir ��* +„qT C.L.Y.
THESE SP'EL1IiCATIG)115 AND oRAUNcs ARE
CRIONAL PROPRIETARY. AND C@G10E11TIAL DRAWING TITLE`.
„
P.O. BOX 368 MATMALS OF ,IACOBSEN MNAIFACAMC INC. SIJQI MATERIALS ARE PROMOED TO THE
SAFETY HARBOR. FLORIDA 34695 , BECPW FOR SPECF1C RIWM APO MAT BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT COI WRAL AID SECRET TROY OTHES
DAPIA APPROVAL
1PPROVED BY
IN .lUi 1 5
INC.
:wi..c:a.. v_ wrn r�ovlDr.
DAIS REV. LETTER:
5-30-95
FIG. 6.0 & 6.1
AD-TD-0033
45'
ADDENDUM
Q.�C�OgS ALTERNATE TIE -DOWN SPACING TABLES
D
ZONE II & III/EYP. C &
LONGITUDINAL TIE -DOWN SPACING TABLE
i E+'
MIN.
W,ND ZONE II
WIND ZONE III
N Gn
ANCHOR
uw Drc
urcNoR
V
t�
FLOOR
FA END OF
ANGLE
EA END OF
ANGLE
WIDE
EA SECTION
YIN. A
E.A.SEC1k1N
MIN B
12'-0'
2
43'
2
55'
O�
13'-4'
2
50,
2
68'
1
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DOL HEAD
AVCIH011 ANQE
SPACING
DEL. HEAD
LOAD
AN04OR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
OAD
12'-0'
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'4 1
6' 1
5'-4'
38501
25'
5'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN.OTT.
EA. END
ANCHOR
YIN. OTT.
EA. END
ANCHOR
ANGLE
WIDTH
FA SECTION
YIN.K a
Ell SECTION
MIN. e
12•_0•
2
64'
3
47'
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 Nc
DELHEM
ANQE
xc
SPACING
HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
6'
4'-0'
39501
25'
2'-8'
39301
20'
1-4'
1 6'
1 4'-0'
39601
25'
1 2'-8'
4000#
30'
THIS ALTERNATE APPLICATION REQUIRES,,,,,,000 POUND ANCHORS
NOTES
EN01jp%
. .O8 �i
i�
DAPIA APPROVA
APPROVAL'
1. SEE AD-to--oaol FOR ADDITIONAL REouIRFI+ENTS
`�)G� No RF02%�
APPROVED BY
2 SEE AD-TD-0036 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE LOADS
TABULATED ABOVE
- N �g703571
E
_ 87 _IN[A
5
3. MAX. EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
=
INCNm
ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIOTHS WITH 95 1/2'
6' MAXIMUM SIDE
%�0 �'•. /AA6.. 4 9` •����
+-'',(7�
�'�i '��` '' • v
ft
trim aaA�OSVi7T \•,
I -BEAM SPACING. 96• MAXIMUM SIDEWALL HEIGHT AND
, ����
OVERHANG (6" OVERHANG MAX. EACH SIDE OF LINIT�
JACOBSEN HOMES
N0710E. •FIT
THESE SPEOFlCATIONS AND DRANNGS ARE
Of GNA1.. PROPRIETARY. AND CMTMTK
ptj�M :.
C.L.Y.
DATE
5-30-95
REV. LETTER
ORAMANG 11TLE
TABLES
MATERIALS OF JAC085EN MMFAC7MNC
ALT. SPACING
P.O. BOX 368
p-09 SAFETY HARBOR. FLORIDA 34695
NG 9xx MATERIALS AK PROYM TO TKE
RECP&T FCR SKCrC RTKM NO wST K
DRAWING NUMBER
AD—TD-0040
PHONE (813) 726-1138
IVT DO1 WTVL APO SECRET rROU OrPM
46
g,%p ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANME MOLE
FIGURE 7.0
SEE FIGURE L9 FOR RECOIODINDED TIE-DOTN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAIMIM HOMT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DOIN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2� AUGER ANCHOR In A DESIGN LOAD (TORKING LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 8,000 POUNDS MUST BE USED. AN EQUIYI,ANT ANCHOR MEENING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAT BE USED IN IZU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE 07HER DETAILS FOR BLDC19NG (PIER) QUANTITY AND OTHER REOUIRE101S.
3. FOR FIGURE 7.0 SEE ALTERNATE THE -DOWN SPACING TABLES (AD-TD-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/ XPOSURE TY: 28- MAXIMUM HEIGHT
ZONE 3/EVOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE '0': 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDIMONAL NOTES
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARW (-BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING CRANE TIE -DOWNS.
Q G No. F6 %
,.�NE87
tj TA
4, QF A
'Ofy
NOTICE' 111111
THESE SPECIFICATIONS AM LXTAWARS ARE
I111T+'T� C.L.Y
CRUNAL, PRWKTARY. AND CONFlOIAIM
DRAWLNG TITLE:
MATIRJALS OF JACWSCII MANUFACTURING
NL RM MATERIALS ARE PR011 V TO THE
KINDIT FOR SPWX PJWQM NO Must IE
DRAWING NUMBER
01 CWWTUL AMD SECRET FRCP 011DTS
APPROVED BY o
�,00
LNG
��.. ....:.. ,raor
Co.....Am ru.vtnswalss
5-30-95 REV. LEM
FIG. 7.0 A
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL 1B'
.L
—BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD—TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
cm=*
DETAIL L C'
THIS TYPE OF PROTECTION MAY BE USED FOR
rI q,31?N P;LONGITUDINAL TIE CONNECTIONS ALSO.
ST���.c, ''-
NOTES:. Et(LI R '•. DAPIA APPROVAL:
Q No. Fo'•• APPROVED BY1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 9i033L�
lz
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET = oca •: * _ 'a6-11,
THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED. _ —
ON iq
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % ' STATE OF : ��
WHERE THE ANCHORING SYSTEM REQUIRES THE USE : �O '•., / P•' �'
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). ''��'�F IAN• ��.` I '�
'4� S+�• ...... (FERAL MANUFACNRED HDhi'c
CONSTHULTION ADO
ME D AND /� 0 OTHERS NOV 2 4 1998
NOTICE DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES tr SE sPcaFICATIONS AND DRAWIGS ARE M.T. 11-18-98
,� MONAL FRWKTARY, AND CONFIDDITUIL DRAWING TITLE: J
P.O. BOX 368 UATERALS OF IACOBSEN MANUFACTURING MISC. TIE —DOWN jL—J�
SAFETY HARBOR, 'FLORIDA 34695 INC SUCH MATERIALS ARE PROVIDED M THE
PHONE (813) 726-1138 KEPTTCC0llfM7K AND SECWT TRW OMI. DRAWING NUMBER:
AD—TD-0050
48
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
MIND ZONE III
FLOOR
UK QTY.
A013R
YU1 OTIf.
ANaDR
l�yo
WIDTH
EA END OF
EA SECTION
ANGLE
uDl. B
U ETA OF
EA SEcnDri
ANGLE
um. e
364
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
MIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACINGANaGR
D3L EM
Lo>a
ANGE
SPAONC
o�
u1aoR ANaE
30'-8'
6'
6'-9'
31501
41-46
5'-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 0
WIND ZONE III
FLOOR
WIDTH
T.
Ellk ENDD OF
EA. SECTION
ANaoR
AL
wN. a
EA ETA OF
X D
Ell sEcncN
ANDI OR
ANL1E
uDi s
30'-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DL HEA
LOAD
fOR ANCiE
SPACWc
Dei la
ANaoR ANaE
30'-8'
6'
4'-6'
31501
46-50
4'-0"
31501
49-52
VANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALCS
�allnnurprrrA
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMEHTS
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
EH0. �; . . �j.
Cy •' G\STER • 4�
No. Fo ••.
910334 =
ooe * =
DAPIA APPROVAL;.,, 0 S In
Mf1f�
APPROVED BY
-N
STATE OF� �� =
_•
Cam•' 0 ;'
,, �.
.
I
INC.
IC•
rtanaw�u+nYrco
Cd4tIrK�4IAIO AM
JACOBSEN HOMES
P.O. BOX 368
SAFETY HAABOR, FLORIDA 34695
RE PHONE (727) 726-1138
THESE SPEonC TMS MM DRAWM ARE
ORONAL, PROPRIETARY, AHD COtFgEN11AL
YAIERIALS Of JACoeSEN YAN1/ACTURWC
WL SOa YATERA S ARC PROVED 10 TK
RCMfNT IGR SKCr1C PUR M AM YAI IE
nFl WMMNTYE AHD SE00 ROM OTHERS
"W" BY: M.T
D" 2-8-99
REV' LETTElt
DRAWNG TITLE:
NORM. SPACING TABLES
DRAWING NUMBER:
AD-TO-0070
�� 49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVAPON
SHOWING TIE -DOWN SPACINGS
.nti "A Mr [U-wry iron MR Au-lu-inv 1AML r" Arlu-u iu Mu nx AlNlV_mQ ME MY AD--TD-0010 TAKE MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 10.0
SEE FIGURE 20 FOR ALTEI NeTE Mr -DOWN 1WHOD
FIGURE 10.1
SEE FIGURE 50 FOR ALTERNATE M-DOWN Yl,T1i0D
Rff. CALCS.
_.a1nuFNH,
NOTES:
1. SEE AD-TO-0070 FOR SPAM TABLES.
2. SEE AD-111-0070 FOR OUANITY OF LONGRUDIAL TIE -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCING (PER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FULL ADDENDUM FOR ADIXTIONAL REOUIREMENTS,
5. ZONE 2AEXPOSi1RE V. 56- MAXIMUM HEIGHT
ZONE 2/EXPOSIIRE V- W MAXIMUM HEIGHT
ZONE 3/tXPOSURE V: 56" MAXIMUM HEIGHT
ZONE 3/0POSURE 'D% 40' MAXIMUM HEIGHT
No. o
910334
y ooe
•o : STATE OF
JACOBSEN HOMES Ll•CD /MM •RE - -
11#SE SPECIFICATNONS AND ORA mG
OFaONAE. PROPRPTARY. AND CONFDOITIAL DRAWING n
BAPH P.O. BOX 36H3 MAIMAtS OF AWBSEN NAAMJFACU RM
SAFETY HARBOR. FLORIDA 34695 RE�1 FOR STM pNIS ��IRrD9 AM VM BE
PHONE (727) 726-1138 KEPT COIiMWK NO SVU FROM OWK DRAWNC M
3 SEE NOTE 5 FOR
MAXNW HEIGHT
N
VHNOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
DAPIA APPROVAL*.
APPROVED BY
IN I >Ar
c
INC.
4f�/I;p FEDE
Ca,;N►LwIMIF�tFUNEDNg1E
��d+nos�FEnsurnwDs
- is 1 04
DATE REV. LETTER:
M.T. 3-1-99
FIGURES 10.0 AND 10.1
AD— TD-0071
50
ADDENDUM.
NORMAL TIE -DOWN S PACING TABLES &.
ZONE II & III/EXP. C & D 1�
i
LONGITUDINAL TIE -DOWN SPACING TABLE
(1�
MIN.
WIND ZONE d
WIND ZONE III
FLOOR
WIDTH
WL QTY.
EEND OF
u SECTION
ANCHOR
ANGLE
110E e
w OTT.
EA. CAD ON
u SEcnoH
ANCHOR
ANGLE
UCH. e
154 .
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONEIII
FLOOR
WIDTH
EAVE
OVERHANG
SPACING.
DBL HIA
LOAD
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANCHOR
ANCHOR ANGLE
154
6' EACH SIDE
6'-10'
31501
40-46
5- 6'
3150j
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
^ O
FLOOR
WIDTH
Ua• OTY.
EA END OF
EA SECTION
ANCHOR
ANGLE
YRL 6
UK CITY,
EA. ETD OF
CA. SECTION
ANCHOR
ANGLE
WL B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 11
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
D9L HEAD
LOAD
ANCHOR ANON
SPACING
Dei ADS
MOOR ANGLE
15-4'
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
1 44-50
VAINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. �, wA GI - %2
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD-TD-0073 FOR MAMMUM PIER HEIGHTS REWIRED FOR THE LOADS
rABuutEo ABOVE
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 12•
I-BEAN SPACING, 96' MAMMUM SIOEWALL HEIGHT AND 61 NA70UUM SIDE
OVERHANG (6. OVERHANG MAX EAH]H SIDE OF UNIT).
EHa` VASrl��Fi,��'i
(�P, �;\STEq'•'•!l '�i
..";: No. �o''• �':
910334
ICZ-
�'•,�. STATE OF !44 -
''�i�� • . Q P •���
' S ' '•
DAPUAPPROVALMM 0
APPROVED BY
INC.
pinlowtfrtwanot
JAC 0 B S E N HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI ""III
1NEsE SPEanCATIONS AND DRAWINGS ARE
ORIGINAL PROPMETART. MID COtTDENFIAL
MATERIALS Or JACOBSEN mm"ACTURINC
W_ SUo+ WATERALS ARC PRONDED TO X
KCnENT rat 7[CrC PLwas Oro MT K
TSPT commNna AND SECRET TROY oTH n
I! BY:
M.T.
DATE:
2— 8-99
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
DRAWNG NUMBER: -
AD—TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
c4UHlll W. TIF-nnWN WONGS
MAX PER AD-1O-mz mu nX ADN-WIL IA= rm nv-ly- .& i� � •- • •- •.• - _ - - - --
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE T[E-DORi WMD
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
IN
SEE NOTE 5 FOR
MA)= HEIGHT
'"""` ANGLE
FIGURE 10.3
OF HOME (TIP.)
SEE FIGURE 7.0 FOR ALTERNATE T[E-DOWN 107101)
REF. CALLS. - C v� - q 2. O I - -7 2 .
NOTES:
, ��`(�e�T Eq�
1. SEE AD-ID-0072 FOR SPACING TABLES AND NOTES. No, o '•.
2. SEE AD-TD-0072 FOR QUANITY OF LONGITUDIAL TE-DOWN STRAPS REQUIRED. 910334
3 SEE OTHER DETAILS FOR BLOCKING (PER) OUANTITY AND OTHER REQUIREMENTS
4. SEE Flit ADDENDUM FOR ADDITIONAL REQUIREMENTS. A'.
STATE CF
5. ZONE 2/D POSURE V: 56' MAXMUM HEIGHT ••. P : sd .:
ZONE 2/DPOSIIRE V. 56' MAXIMUM HEIGHT : Oit `�(; •'.
ZONE 3/01POSURE 'C': 56' MAXIMUM HEIGHT '
ZONE 3/DWOSLIRE V: 56' MAXIMUM HEIGHT
JACOBSEN HOMES
THESE SPEC11FICATIONS ADD L>fUWN&S ARE
ORIGINAL. PROPRIETARY. AM CCIi1OENTIAL
MATERIALS OF A ZOBSEN MANUFACTURING
P.O. BOX 368
P.O.
9" MATERIALS ARE PROW TO THE
„
SAFETY HARBOR, FLORIDA 34695
RECRENT FOR 91ECFx RNtPM AND MUST BE
PHONE (727) 726-1138
PM NONFIVENnAL AHD SE00 n= MUM
DAPIA
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
o0or
-N 14
Tumav men"NOre
o�INC.
'mw
w%=wmft'Y� mvw
4 M0`
M.T. I DATE 3_1_99 REV. LETTER:
FIGURES 10.2 AND 10.3
L: AD-TD-0073
52
ADDENDUM
S�% g'
'�
OFFSET11
-
UNIT TIE DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE M
FLOOR
MK OTIr
AMON
MIL OR.
ANCHOR
(
WI0T1i
Ell ES OF
AMaE
Ell END OF
AMaE
��
Ell mcBm
WL 6
EA. SECAON
MIL e
12'-0'
3
4T
3
61'
13'-4'
2
54'
3
41'
y"
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE II
FLOOR
WIDTH
EAVE
OVERHANG
SPAM
LOAD
man ANGtE
SPACWIG
�
NOW ANGLE
12'-0'
12'
T-0'
31501
4T
4'_00
31501
39,
IS-4'
12'
5'-0'
31501
41'
4'4'
30001
40'
154
12'
5-0-
31501
43'
4'-0'
3M1
42'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE MI
FLOOR
►AK QTY.
AKW
NK QTY.
MMOR
WDTH
END of
EA ENDSEC
CLE
O V
A
EA sEC110N
W. a
K
O
Ell SECl10N
L
ILL e
12'-0'
4
45'
4
60'
13'-4'
3
45'
3
6T
15'4
3
45'
3
6T
VERTICAL .TIE -DOWN / FRAME TIE -DOWN SPACING TABLE .
MIN.
MAX.
WIND ZONE I
WIND ZONE M
SPAM
ML WA
LOAD
AMM AKE
SPAM
ML WA0
LOAD
AMm AMaE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
12'
4'-0'
31501
4T
S-0'
30001
311•
IS-4'
12'
4'-0'
30651
41'
S-0'
=1
39'
15'-4'
12'
4'-0'
3001
43'
S-0'
30001
41'
NOTES: 1-66 - "tZ51 C— Sp — 16 •Of— f6 . JL
ENGINEER A,t"�1QYAt■—
1. OFFSET MIN
•+ •. G. D �i
� i�a► l 7; O�f
SECTION THE MARRIAGE LIE WALL Ex1ETIDM BEY010 THE ENDWALL OF
DJA
THE ACENT SEC71ON MUST BE TIED DOWN AT THE MANAGE LINE !N ACCORDANCE
.�� •�F
1p�D
G BY
VAIN THE TABLES ABO%E 1HE SIDEWALL SIDE AND THE ADJACENT SEC110N(S) ARE TO
F ;
BE TED DOWN I1 ACCORDANCE WITH THE NORMAL SPAM TALES (SEE AD-TD-0010
' JUN I X
FOR 12'-0- A 13'-4' WADES, AND AD-ID-0070 FOR IT-4- W10%
2 SEE AD-1D-0001 FOR ADDITMAL REOIARI10TS.
# 7�
A
C•
INC.
I SEE AD-M-0081 FOR MA)WA PER HEIGHT REQUIRED FOR 1HE LOADS TABULATED
6.6 •J Q �� `�I
ORlU4:••'�44'i
ABOVE•;
LmmI AMFIEDHOME
JACOBSEN HOMES
> +.
: nt,r. °`'�•T• DAB' 6-e-04
REV. ` EM
,. PA BOX 368
Pr MTT Ago
MANOR" WW, X ""'� ToOFFSET
WAwNG TIT1%
SPAGNG TABLES
f1
DRAWNG MAM AD— —00�0
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 728-1138
REOW I'St 9EOAC FRWN S
IT OfMO l AND sf�f
53
3
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS'
FIGURE 11.0
m RifHIRR 4.0 I DR IL=U9 ? -DOIN WMD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FM
YAM HDfiR
[THUS ON ADAw-M DUE AMY
To TIm stimm NK -1WE SECm
OF THE TNT -SEE WE % A0-m-00K]
TIP. Roos SrS0
! F---- ANm ANm —I It 1• I— ma ANGLE
ANQF ANG1F �6
FIGURE 11.1 �-s�'- iG-c1- 14, a
Su FIm to MR IL'IRR m m-wiff so
TV.
ANCIn ANGLE R
IBC �v — 117,01 �
FIGURE 11.2 , r7,OR
01 FOR ILi13B= Z-DORII I=1)
x 0
* .40 '4
tv
oAM APMV :
I. SEE AD-TD-0080 FOR SPACING TABLES (WSU SEC M ONLI�
ti '.;af EFi o
PPROVED BY
2. SEE AD-10-0080 FOR OUMTY OF LCN(iTU K X-DONM STRAPS NEQURED.
G e
(OFFSET SECTION ONLY)
'• 0. ���
JU14
ISEE OMDUALS FOR BLOOMG (PER) QUANTITY AND OTHER REQUMOTS.
•
4. SEE AD-TD-00W FOR ADDI10K REQUIRf11ENTS.
pGr M
! N C.
5. ZDNE• 2/E1POS K 'C. 48• MAIOTIUY HEIGHT
ZONE 2/E)(POEIK b . 40' WWII HEIGHT-3r FOR 12'-e WIDE WTS
; 9 ., of : 4
�i �. •. �� „ P ••� a�
E%S` `.....
HOME
ERA N AND SAFETY
TFIUC110N AND SAFT fY STANDARDS
ZONE 3/E>�)FE 'C': 4r MAMMUM HEIGHT
'D%
..
�� •P`��4�
ZONE 3/E)Q 40• MAU= HEIGHT
oR� /�CP4 �, r�.• 4�
JACOBSEN HOMES
]NOTICE rr, ,
� SK�RE Tm WD MAMM A
Al " ° DATE
�.T. 6—g-04
REV LEfIER
DRAWNG TITTLE
FIG. 11.0, 11.1 & 11.2
P.O. Box ass
OF1�
WKWA, PRMY. AM CMFMR �
"'1MILS OF JACOBSF]I IUMIFACRM
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138 .
W 20 YATERUlS ARE PAM= TO M
IB>pW FOR 91M PUp= AID POST 8E
IOPT OOIim"OL AND ST m F1 m oT1i m
p(UVING NUMBER:
AO—TO-0081
54
00
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OfFSET SECTION)
cunL+ulNr. TIF-nAM SWIMS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD—TD—CM FOR SPACING TABLES (OFFSET SECTION ONLY.
2. SEE AD—TD-0030 FOR QUANTTY OF LONUIUDIAL TIE—DONN STRAPS REQUIRED.
(OFFSET SECIION ONLY)
I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AO-10-0001 FOR ADDITIONAL REOUIRENENTS.
SEE CACGS, �G,
SECTION
No. o
910334 .
' T(i
.o STXI-E Or : iw
�����'• Dix��PV�
PIA APPROVAL'
p. ... J!_I..i
STRLIC-10N ANE SAFEI F S "wIDAR :S
NOTICE DRAWN BY: R.R. DATE. 5-9-01 REV. LETTER.
J A C O B S E N HOMES TNEsE spECW.A710NS AN0 DRAINNIS ARE
M WAL PROPRITARY. AM 001fWlIAL" DRAWING TITLE:
P.O. BOX 368 YAtM&S OF AC06 MANUFACAM FIG. 12.0 —'
SAFETY HARBOR. FLORIDA 34695 R4 SUOI WOOLS ARE PROMO[D TO THE
AEcnE"t ►OR SfEGfIC PUIPaeEs AJD Wst BE DRAWING NUMBER:
PHONE (727) 726-1138 *Pl coRnoi UL AM SCOMI AM ORM ACI—TT)-M
55
ADDENDUM
GV�ss
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES S O 1� 1
1
ZONE II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
�+1
MN.
WINO ZONE N
WIND ZONE N
FLOOR
WL Or.
WL on
mcm
��
WIDTH
EN OF
WE
Ell W w
maE
Smxi
WL a
Ell SEC"
WL 9
26'-8'
3
42'
3
53'
30'-8'
1 3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
I SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE 0
WIDTH
OVERHANG
SPA=
LOW
mom ANaE
SPA=
°��
Man ANaE
26'-84
6'
6'-8'
31501
40'--50'
5'-4'
3150f
40' 50'
30'-8'
6'
6'-8'
3150 j
40'--50'
T-4'
31501
40'-50•
LONGITUbINAL
TIE -DOWN SPACING TABLE
MIN.
---
j WM ZONE A
WIND ZONE 0
FLOOR
Ell
QTr.
ENG ff
Moo
W.OTY.
A EETD ff
MCHOR
ANaE
WIDTH
SEC
O�
EK
IL ®
EA SEC11a1
WLa
26'-8'
4
41'
4
52'
9-8'
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
MIND ZONE II
WIND ZONE 10
FLOOR WDTH
OVERHUNG
SUM
ML WAACING
L(w
ANm maSP
LOAD
ANUR ANaE
26'-8'
6'
5-4'
31501
40'-50'
4'-0'
31501
40'-45'
30'-8'
6'
5-4'
31501
40'--50'
4'-0'
31501
40 -45'
WINUONE N1
(110 MPH)
20 PSF ROOF
10 PSF O.L
REF. CALM - �� �� 1 ` 10,23
54
+''11111`f,
, •
NOTES:
EJ ` • 11:... . •. 'i
�Tt�lc'• •�;�
OAPIA APPROVAL�
1. SEE FULLET[llJtl L ADDFOR AOOMONAL REOU
�� Gq cam':y ;s
APPROVED BYREIIEATS.
-
r Na 0045484 � y
i SE AD-To-M FOR MAlmM PIERMOM REwFn FOR THE LOADS
TA0U.A18 A80YE
A F
•
INC
••....••
��'T�c Gx •r'�
FEDERALMANUFACTUREOH�]h1E
CDNSTRUC110NAND SAFEri STANDARUS
JACOBSEN HOMES
MAIN'A'
NN SCAMS AM WAUM �
M•T•
07-20-04
FF
E�" r
1171E
1o8' HIGH SIOEWALL sPAaNG TABLES
P.O.. BOX 368
�1. PRQI+ErW AM CafMfM DRAING
1 A7ums OF JAMSEN KvWACRMM
w- wm YAWINJ ARE PROYM 10 1E
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
R MW P019'erM P11i'M NO ON E DRAMNG
IRPf wfY�f3 m NO =u ffm amm
NUMBER: AD- TD-0083
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING BE —DOWN SPACINGS
TYPICAL CROSS SECTION I I SHOWING TIEDOWNS TV. ROM
mom AHKILE
MOKA HE/D
FIGURE 10.0
FIGURE 10.1
itP aTa��
—am
� Sff Ia>E s R>R
,� HA>d/11 H�Tort
ANaIOt��
VANNONE N
(110 MPH)
20 PSF ROOF
10 PSF D.L
a�tuUfl._
MOTESo1. FOR SPAM TAGFS
)U�'�PTIF ' • -�'�
APPROVED BY
SEE Ao -ID-M
,�'
G
2. SEE AD-10-008,7 FOR OUA ITT OF L N4NDIAI. TE-OOYN STRAPS KQLV ED.
;�
a
1 SEE o1HER DETAIS FOR I LOOMG (PER) QUANTITY NO OM I EQ F8fiXTS.
! '• r
4. SEE FULL AODEIOUM FOR ADDITIONAL RECURENE M
S. ZDK 2/0VOSI E V: 36' MAXIMUM HEIGHT
`
INFP��'►! INC.
ZONE 2/0CPOM V. 2T MAXIMUM HEIGHT
r � •• �
�i
ZOHE 3/EXP�IRE'C': W MAXIMUM HEIGHT
ZONE 3 RE V- r NAMN HEIGHT
�i/i .'•.OR!a�•
�i �%^ aa�
�
N'b
FEDERAL MANUFACTUREOHOPI'
CONSTRUCTIONANDWETYSIANDAH
6. A L SPEQFICANKS ARE OM ON 2O' ROOF AN41i NAIL;
O
lut t 7
JACOBSEN HOMES
1mom
� , %. M.r.
°�'� 07-20-04umARF
mv" 11T10 w
FIGURES 10.0 AND 10.1
'
w"K Fmmvm , " o01ti1X mk
w1 s aF y►MM UNIFA011iNIC
P.O. BOX 368
SAFETY HARBOR, FLOF40A 34695
W_ SM MM143 AN PR0 W 10 1E
NECIPM Mt 7M PUFOSF3 M UW E
CHn
DRAVA 11lAI
AD-1D-0084
PHONE (727) 726-1138
Ouita IM Mo SM FROM
57
. ADDENDUM �oR
fit,
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES SO 'oN
�� 0
ZONE II & III/EXP.. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+' MK no ZONE 1 WIND ZONE Id
V FLOOR • WL an mm NX on MCHM
F LOO
Ell END OF E•A m w Mal
O� EA. mm WL I u mcno+ RL I
•�� . 214 2 58' 3 43'
�j 2e-Ov 2 62' 3 45'
_ VERTICal TIE -DOWN FRAME -'TIE-DOWN SPACING.. TABLE
ACN
MAX
- WIND ZONE f
WIND ZONE el
WIO1IH
OVERHANG EAVE
�'101�
LDS
AN01pR AMaE
SPA01lC
°��
moat ANIiE
23'-r
69..
6'-8'
31501
49'
S'-4'
3150
45'
24'-0'
6'
6'4' .
3150
49'
5% 4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND
ZONE 1
W1ND ZONE N
FLOOR
W OTT.
ANM
161L Old:
mm
L+�
WIDTH
EIL DID of
ANOLF
EA DO a
ANO. F
O `77
EA SECDQI
UK ' I
EA SEc1101
WL 0
2S-4-
3
487
4
43'
24'-0'
3
5T
4
•45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
1 K.
MAX
WIND ZONE 1
WIND ZONE II
WIOTTH
EAVE
OVERNANG
SPA=OR
Lw
MM MUE
SPADnc
Am MCLE
LOAD
23'-4'
6'
5'-4'
31
4T
4'4
31501
43'
24'-0'
6'
S-4'
31501
47'
4'-0'
3150
43'
108' MAX SDEWALL HOCHT LVINOZONE il/IB
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALM
NOTES:
~A&`=0 r
'✓
DAM APPROVAL'
1. SEE FULL ADODIOIAI FOR AD MONAL REau S"M
G�`;�IF'`4
J
'� u
APPROVED BY
00oDec•
ON
Z SEE AD-ID-M FOR MA77 W PIS NDOM REWIRED FOR 1HE LO .,
TAKA O A80VE. „
{I��. 'L t
'
13,2006
d
INC.
)
ATE GW �
��
FEDETYI NANIFACMED NorE
COt1SiNNCTNNI AND SAFETY SiAMDMDS
•
'4olA,,
V �
JACOBSEN HOMES
NOUCE Idjail I
LMESE9DECIICAXMA1tOD1UT1MAM
law h
R.R.
GATE:
11-28-06
REV. LEMR:
MAMM6 All%
108' HIGH SIDEWALL SPAgNG TABLES
r.a Box 36Ti
QUOIAL IROPWWL Aw OLfsv-nwL
TAAIVIIALS OF MCOM 10"ACNRiNC
NC WK NAMIALS A � P„D„� To �
SAFWHARBOR, FLORIDA 34695
PHONE (727) 726-1138 -
Q
11IM POi Inu Ai1WM AM TACT K
wl DCNNDDmm No swo Rm mm
DRAWNC MUIIBM AD-TD-0085 '
58
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEMON
SHOWING 11E—DOWN SPAQ0.
FIGURE 10.0'
SHoNG TIED isMM m � I tv. R= Sa"7 TV.
■' i ■ ■ _■ i i i •
/i i i i\
ANOINT ANC1E DA AFPRDIm SIA9m
_ MSix D x1M MM 911fT w1CAt
MI FIGURE 10.1 1
REF. CALLS
. ,tsSSO:lI1RjA�
w.mcw 1/11
(110 MPH)
20 PSP ROOF
10 P3F D.L
NOTES
t&-,
�.
DAM A %WVAL:
1. SEE AD-M-M FOR SPACM TAKES
�• .- .. t. •
.• �O: `�Z;ff(;�}•.•ter !.�,�
APPROVED BY
L SEE AD-TO-M roR aiANM OF LMTWAL K-OM STRAPS REOURED.
(� t'• ,e
3. SEE 010 DETARS FOR BLOOUNC (PER) QUANTITY AND OnG
REgJRtEIMM
•
Dec 13,2006
4. SEE FULL ADGDM FOE AD0 N"AL REOIAREMEIITS
7PINC.
S 2ONE 2jtXP0SIK Y: N' MOM HEIGHT
�_
f 0.6.N
ZONE 2/WOKI': 21' MAMN HE W
mNE ] C': 44' -MAWN HW(l •
ZONE.) be 3v MAAIMM HEIGHT
:• +/1 .— •
•'. �t �
ifDEIYIAWMFAL:IUiDlIDME
Co1611M1 nom ACID SAFEIT STANDARDS
6. ALL 9fE0FICMONS ARE BASED ON 2O' ROOF AHCLE MAX AND
SOEIEALL FIEDIL
We MAX
+� Li;?�;•'
n ,r
1jij�7 ` .... � ti
C•''
y,'
JACOBSEN HOMES
�A7R
Ds»>°�me
�tA . T:
R.R.
DAME:
11-28-06
REX Ue T1Fft
OtouL 9RGrwum Am OPewa t
MAWWa OF 4AcOM 1a1AKXWMC
DRAW C TIAF: '
FIGURES 10.O AND 10.1
\;
P.O. BOX 360
W_ 90 MAMW ARE MONO 10 lK
SAFETY HARBOR. FLORIOA 34693
PHONE (7I7) 725-1136
KmW Rm VMM FAMM AM loci K
Nvi cmnom1At ro tan RNIY cbm
DRAUM MUMSE0.•
AD-iD-ON6
.
59
ADDENDUM 1.1,
(108 PIDEWALLP)
NORVAL TIE —DOWN SPAdINC TABLED iitm
ZONE II & III/EXP. G & D
O�V
LONGITUDINAL TIE —DOWN SPACING TABLE
FLOOR
00%
AND N
w ZONE w
wl, F o
u SMO
t
Ilk 0
an.
E go
�
4k 0
1Z`-0`
2
53'
3
40'
13 -4`
3
3T
3
46'
3
46'
4
49
VERTIOAL TIE -DOWN / FRAME TIE -DOWN PPACINO TABLE
VNN
LOORH
VAX
EAVE
OVERHANG
VJD ZONE n
00 Z04E III
VAX w
ANMIpe Awt
SPA*
yF�[IIi1T
APO AW*
12'-0'
6' EA(21 SIDE
6'-4'
720
35' TO MY
5-4"
x
45'
13'-4'
6� EACH SIDE
5'-4'
w
35' TO 40'
54
42'
1 45
154
6` EACH SIDE
I T-4'
80`
40'
54
41r
45'
S
v
40�U�
LOWITUDINAL TIE-- DOWN SPACING TABLE
ok
FLOOR
#DIN
ZONE II
ft ZONE Ir
OTT.
EA. CD*
ARMs '
Wf 6
"'
EA. SECD011
t
6
12'-0'
3
44'
4
40'
13'-4"
3
52'
4
45'
4
44'
4
56'
VERTIdAL TIE —DOWN / PRAME TIE —DOWN $PACING TABLE
FLOOR
MOTH
VAS
EAVE
OVERHANGflmy
0 ZONE r
00 zONE 11
SPA*
VAX PIER
APOhw*
SPA*
VAX
APO AI1w
12'-0'
6 EACH SIDE
4'-0'
72`
37'
4'-0'
34"
40' TO 45'
IS-4'
EACH SIDE
4'-0'
72`
40'
4E-0'
38'
40' TO 45'
15-4' j
6' EACH SIDE
1 4'-0"
OT
40'
4'-0'
42'
41T 10 45'
NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BED
ACHIEVED. ADO APPROVED STABILIZER PLATE. RF—CALfir l'.—Y
(SEE NOTE y6 FOR HOMES SET IN FLORIDA) '
NO d. FOR ADDInONk REOUIRE�iENTSOO
1. SEE An ADDEIIDUtf
2 701 BASED 04 ANORR *0RKING LOAD OF 11501 AND DWOIfAL DE 10
O+POSITEi:N25,2008
I VA). EAVE OVERHANG REFERS TO OVERHANG AT SIDE*ALL NOT MONT OR REAR
4. ABOV� TABLES APPLY TO 144' 16O', AND 184' FLOOR *OTHS TH 95 i
-6EAM SPAC�C, IOJ �iA1G�IU1 SOE*ALL MxNl AND 6' IAA>04UV SCE
OVBRHANG (6. OVUK*G DALE EACH SDE OF t*P
S STABLRER PLATES ARE REOUTAEO ON SiDE*ALL ARCRORS AND LO"TW14AL
AKH RS SET IN FLORIDA.0 A. SEE BUY E 15C, EFFECRVE YNO 29, 1999
��_•1l�:'F A
_ ^' �� - • '� '�
a n' ^'_ .f , �
%i �
' '. • : i! v
o' fin •.,� i I vpl";?
,i0G'un,.'••••• •� 'ti•`�4
��if i�REo tit`J 1�4
DARA APPROVAL:
APPROVED BY
FEDERAL MAM1FACfU1RED HOME
fARSfRUCI10N AMD SAFELY STAxDAwS
J ACOWEN HOMED
P.O. Box 360
® SAFETY
PHONEE((727) 726 D 138 95
NORade: .48
TM 5K0FrA>� ft 00 N
AL. T4aoaoETARx _
»� +H+►�
sum laws ARE AW0111pO� m ME
aP� m>RaEMnAt Alp ERo1,l oo*m
iowul
D.V.T.
DATE:
12-11-07
REV. LETTER
DRA �1c nRE:
NORM. SPACING TABLES
DR G AD—TO-0087
bU
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
tic sA um m _ , , ff. sm warn+
ur. ISM VWN __, uAw. s/1
Cc" wIR
/u1 al &PC
— —�_
am" WIt
...� M.T at sn'o
6�
Ll I
1
TO PU SNEARRA s
I
1
1119 PtEii giEnA,YALLS
1
1
1
1
(Atl sTwltars)
1
a
(a RIVAtiMQ
cc-omm mum
)*T
1
Nom 1 %a IMTF 1
Sii NA1[ 1 5EE NOIE 1
•,
%a NOTES 2 " ].
Q
A
5m mm 2 me k
A
ra xqb
m REdD
PEA N3T0
-ms
m = a
TTas u"Tm
Us L=DW
MS 1DCATM
LOCAT"
FIGURE 8, 0
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN IMTH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
NfoutEa To Tt[St AA= 7i-OQiI 7TRrw KAT LOCITID Ul g...
�• PPROVED BY
um or Tic At a wow #am plat RIDtm AT w •:• t+ ':y
alas 7 AVOWS TTT OC MTID (tit M I�Cwit LOAD srs r m1 o tuai Lolo • � r' 4 • ��
{mac Ac-a-ow� Em-WRAL Non$] fw Nm ar ata" u�sm LWALWaK� +� ; �v\�1� C:,F� r •�� 4 EB 1 0 MO
L HWU A M AT Gel DO Cr T1t' siAitwtL 7oM irUt TWC AMW OCTA0 1; e %o. • NC
IM KNOM AT CAM 00 oW "0S REUXXrJS Of jE ova, VNW Ma?+waM11 910934 1
T111p19" WL IS LcCAIW ABQC A MW KAM M K011 QM35•W0ftA no � 't * � ERAL MANUFACTURED HOME
BE-Pum NAP3 a F4U ARE REQN0 (ALL WA SUL OWTaAt WRI. ALL UMS : A ,aT %� NSTRUCTIONANDSAFETYSTANDARDS -[•A-r�
Aao AIL [Va RK%}
JAC013SEN HOMES w �'"EK `" "AAO�+oaxoot f•• •:•••''Ft.R. oz—Ot-Oo '
= t cpft r,
P.O. "_% Jda Emaa� a vroveaa ��a S/W TIE/PIER REQ.
PCI�fC t11G1 wllaaw Mt v
WETT NARis & ►LGRIOA 31E63 em�nrl fax surc r.+Wwa.� r+i+.c pRAtta+(; RA4": .
PNOHE (>27) T1a-T138 Wf CMn%Xt t AV fWf tM CrOM AD-To-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CE)UNC WAY BE FLAT OR SLOPED
SIDE VIEW
111, X .035' TIE-WWN STRAP
CONTINUOUS ARLUM JZTS.
END VIEW
350 PLF WAXWIJ SHEARWALL
DESGV VALUE (PER WALL)
1 1/4' X .035' T'f--^.OWH STRAP
CONTINUCLIS ARMNO JOISTS.
NOTES: z i .f6 E�1G►t WOVAI' DAPIA APPROVAL;
1• GROUND A•4L1RDR5 10 BE RATED FOR AN L"NATE LOAD OF 47251 (3150 DESIGN LOAD) _ ' (SEE AO-1D-O:ON [ip-GENERAL NOTES) FOR NOTES ON GROUIO ANCHOR RNSTAILATIOti.) i l APPROVED BY •t 195,
L WALL A PER AT EACH ENO OF 7NE SREARISALL JCRSTS (PER TINE ABOVE DETARS). -
3. MEN SIfARwALL IS LOCATED ABOVE A SOLID IEAOER GULL HEKm (MOSS-UD+9FP.) NO ` TE-M,4 STRAPS. OR PIERS ARE REWWLD (ALL SHEARWALL ComaNIA-
AND ALL fXPQ M). i1QM5 ALL ZOnCS
I 4, TE-00YnN STRAP REQUIRED AT EACH END OF JOTS . ALL l>B j`
CONFIOJRATIONS. i � . ' N `��� I N k,
5. CEILING S`fONN FLAT -OPT CATHEDRAL OR SLOPED CEILING MAY BEDS Y LENGTH �u
6. FULL W07H SHEARWALI`S ARE SHONTI IN THE DETAIL •A80
OR CDMGIJRAT04 90nALL WAY BE USED. �!I' �' 1:
IIIIITLN1TL71'L
mig JACOBSEN HOMES 1FSE EWEanc TIM Aw ORAWNGS ARE CRAxN BY: R R DATE: 2-6-96 REV. LE7TEli:
ORPMAL. PR'CPRIETARY, A. -AD MMINTIAL DRAWN.- TITLE:
\/ P.O. BOX 368 �,A,� � PR� roR� DBL. S W CONnG. TIE -DOWN
SAFETY HARBOR,-FLORIDA 34695 REOpeil TOq S°ElY1C Fl i kO VATtE DRAWN'.HUTA2ER;
PHONE (813) 726-1138 KPT COW Willi AW mWT nw Dm& AD-TO-0110
62
DOUBLE SHEARWALL .CONFIGURATION
TRIPLE & MULTI SECTIONS
CEILING MAY BE FLAT OR 5
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) Nd (sIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
\� 1 1/4- X .035- TIE -DOWN STRAP
36' MIN. CONTINUOUS AROUND JOISTS.
TO
35'
1. CRO" ANCHORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 13150 DESIGN LOAD)
(SEE AD-TD-DD01 (M-CANERAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH ETO OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3. WHEN SFEARW'ALL 15 LOCATED ABOVE A SOUR HEADER (FULL HOGHT CROSS -MEMBER) NO G
TIE -DOWN STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES
AND ALL EXPUMS}
4. TIE-DO'A'T STRAP REOUIRED AT EACH END OF JOISTS. ALL DBL S/W CONRGURATIONS.
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CENNG MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR =61M. ATION SHEARWALL MAY BE USED.
1. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. Doeden, P.t
15133 C. R. 22
Goshen, IN 46526
N IS A TRIPLE WADE RAFTER,
APPLICABLE TO STANDARD
LE WIDE TRUSSES.
ID VIEW
X .OW TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS %%WA AT LEAST
2 STANDARD VERTICAL TES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY � I
AHowm�.rrx
NOTICE. DRAWN BY: R.R. DATE: 4-09-96 mv. LLIHLn:
JACOBSEN HOMES THESE SPECIIGOONS AND ORAWNCS ARE
A
ORIGINAL. PROPRIETARY, AND cOHRGE)RIAL DRAWING E:
MATEAALS OF JACOBSEN MANXACRMC ��. $/W CONFIG. TIE -DOWN
m
P.O. BOX 368 INC. SUCH NAWAKS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 RECPDIT FOR SPECFX PJWM NO OUST K DRAWING NUMBER:
PHONE (813) 725-1138 OUT COWME TIA1. NO SECRET n= ODM AD-TD-0111
63
PORCH ANCHORING
DOUBLE HEADED 3,1
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCW BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
WINDZONE lU
EXPOSLRE 1C
(11,0 MPH)
20 PSF ROOF
10 PSF D.L
T&CF.
06;
ENOMM OAPIA APPROVAU
F PPROVED BY
NOTIC& DRAN OY-
JACOBSEN HOMES IKSE SPECFICATM AND DRANNO ARE
MONAL. PKPFKTARY. AND MWMnAL —DVAVANG 717LE:
P.O. Box 368 MATERIALS OF JACMEN MAKFACUMC
SAFETY HARBOR, FLORIDA 34695
W— SUCH MATMALS AREPRDA" 10 IK
FEW&T RR SPECK RRIM AND MET ff IFRAVAlff NG _NUk-
MPF PHONE (727) 726-1138 KEPT CDWMDMAL AM cr3FT nKm omm
14INC.
MAIUFACTUREO HOME
MON AND SAFETY STANDARDS
M.T.
I lAl 12-13-03 REV. LEM:
PORCH ANCHORING
AD-TD-0112
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DC
(FACTORY INSTALLED)
FLOOR
I CRIMP SEAL
(3150f WORKING LOAD)
DIACONAL FRAME TIE
r-,
I
ANCHORING EQUIPMENT -I
CAPABLE OF RESISTING
THE WORKING LOAD
REOUIRED ON THE -I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
x
6
3
Vf
J,
Q
H
VERTICAL TIE -DOWN
TYPE 1, FINISH B. W
GRADE I STEEL STRAPPING o
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY Lj
A REGISTERED PROFESSIONAL
WN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. a nio
NOTES:
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
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 34695
PHONE (813) 726-1138
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS
(INSTALLER TO FABRICATE RADIUS CLIP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.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 TO OF' THE RADIUS CUP.
``\\IIIIIIIIIIlII//!�
N C• Doe''%
n?\STFn''
�'�0V�10. cQ . •
ENE8703571L
ANCHOR 6Rllt V AND TIE-DOIM
DEVICES ARE CERTIFIED BY OTHERS
NOTICE` DRAWN BY:
C.L.Y
TIEwwriIONS AND DRAMNGS ARE
R WI
OHONAI. PROMEIART. AND CONlMIA
MAIERIAIS OF IACOBSE MANIFACMW
W_ SXH MATERMIS ARE PROYM TO THE
RECPOrt ►OR vE011C RI80XS AND YUSI BE
Wq carol RX AND XCRET FROM OTNRS
DAPIA APPROVAL:
PROVED BY
F4_1
IN 1 5
INC
rE0[AIII M11MfAC111m IOt
�Q67AUCTp1 AIO>iME1TiiA10Mti4
5-31-95
ALT. TIE -DOWN APPL. A
AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG,ENOUGH,-
IT UAY BE LENGTHENED BY USING A CRIUP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
!0
IF NEEDED, USE VERTICAL
0 TIE -DOWN TYPE 1, FINISH B,
q4� GRADE 1 STEEL STRAPPING
r�J f IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91,
p STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
II III -III -III
ANCHORING EQUIPMENT -III III -III -I
CAPABLE OF RESISTINGI-
THE WORKING LOAD
REQUIRED ON THE _III -I
TIE -DOWN SPACING _
TABLES (SEE OTHER( -
DETAILS FOR TABLES) _
SEE OTHER DETAILS I I —III I I I-
FOR ANCHOR ANGLE.
``````111111111�1+1!}}Illlrrr///
NOTES: EI: ' PROIIAFr '' '• DANA APPROVAL41
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL Q' No.
FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT 910334 =_
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. APPROVED BY
2 ANCHORSHALL HAVE NG EAURES STANCE EXPOSEDIPMENT 70 V/EAOTHER DE TERIOR- STAT C 4k ftftft
REVISED
AT10N. : �Q / ��' 10I23M
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS OFERE THE EXTERNAL STRPING LS OR CABESE SEEES THE USERADUS CLAP . /// NAV FC,w INrlINC.
i ) /'/ ti'11w cXYLsrn,em+.No.L6FMSZ#j4MFW
narsAE•DRAVdiftARE URAWr1BY. R.R. DATA 30-05-96 REV. LETTER:
JACOBSEN HOMES TNESESPEOn
CRIONAL PROPRIETART, AND COnDENTLAL DRAWING TIRE: /
uATERALS OF JACDOSEN Yu1UFACTMNC P.O. BOX 36B IIY. Sva YATERIAlS ARE PROND0 TO THE ALT. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695 REGPDIT FOR SPEOM PiJRP Z RID MST BE DRAWING NUMBER
PHONE (813) 726-1138 IvT CDMiDENDN. no AGST rROu OrAn AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B'
'C' COLUMN b'�
. �COLUMN
ISEE TABLE FOR MAXIMUM SPAN FOR COLULWS 'C' OR b' _
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL. 'C'
COLUMN 'E' COLUMN 'r CCLUMH V
SEE TABLE FOR MAMMUM SPAN'FOR COLUMN T'
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REVO
(SEE AD-TD-0251.
COLUMNS 'A', V. 'D' OR 'E'
COLUMNS b' OR 'C'
COLUMN r
AD-1D-0252 AND
AD-M-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
.ZONE 3
SEE HOTS 1
EXP. 'C'
EXP. '0'
DP. 'V
EXP. D'
EXp. 'C
EXP. b'
EXP. 'C
EXP. D'
EXP. 'C'
EXP. 'D'
EXP. 'C' I
EXP. 'D'
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
23-7'
4S-0'
29'-6'
3S-9'
23'-7'
43'-0"
29'-6-
33'-9'
2Y-7'
1 - 31501 ANCHOR
21'-r
14'-9'
W-10
11'-10'
21'-6'
14'-9-
16'-10-
11'-10.
21'-6'
14'-9'
16'-10'
11,-10'
I - 40001 ANCHOR
27'-3'
j IB'-9'
21'-5'
15'-0'
27-3'
18'-9-
21'-5'
15-0*
27-3'
10'-9'
21'-5*
15'-0'
NOTES
ENCINEFR APPROVAL*DAPIA
APPROVAL'
APPROVED BYP,
1. SEE AD—TD-0251, AD—TD-0252 AND AD—TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
JUN 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INCINSTALLATION.
'N rl
John C. Doeden ¢ p. E,'
�����"A
15133 C. R. 22
�ticro�not#mnrifcwu
Goshen, IN 46526
NOTICE
DRAM BY.
C.L.Y.
DALE:
5-31-95
REV. I"Em.
JACOBSEN HOMES
min
1HESE SPEGInunONS AID DRAMN6S ARE
ORIGINAL. PROPWARY. AND COR8WTIAL
A
DRAWING TITLE -
APPL.
MATERIALS OF .IACOM MAMNACAMIC
COL TIE —DOWN
\I P.O. BOX 368
EO
RNL 201 MAIERIAIS ARE PROW= 10 THE
DRAWING NUMBER
AD-TD-0250
SAFETY HARBOR FLORIDA 34695
RECPpR FOR VWX PJN0 NO MI RE
PHONE (813) 726-1138
IVT odilu WL AIO SECRET RRCY DINERS
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
=T 7 IT 1=1-r1
35 ANGLE � i-III=1 I
ANOHCRS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -MADE
lalice-K
ATTACHED
ANCHORS
uuuu,..
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3150# EA.
�r.•G1STf•' �UF �''•�
ENE8703571 '•
P�'• �A I ,
tr
��,•�s�oNAt Ey�;•
DAPIA APPROVAL:
rT� .lt1N 1 5
:-NI
rFDEI4lWWfN:T1�R.7E INC
D�MTNRiOI--awTTlalm
JACOBSEN HOMES
■
P.O. BOX 368
„
IIEJ
THESE SPEO1TN111S AND DRANNGS ARE
CREGNAL. PRCPWMY. AND CCNITOENTK
MATERIALS OF JACOBSEN MANUFACTURING
vRAWN BT.. C.L.Y.
DATE. 5-31-95
V LETtER
`
DRAWING TITLE
COL. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
W_ Sm WERJ/lS ARE PROACM TO THE
rdcpw rcT SPE= ROW= kc Mm K
/(�`
DRAWING NUMBER
PHONE (813) 726-1138
WT CDIPD011IAL APO SEOV ITICII arrM
AD-TD-0251
s$
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
COLUMN STRAPS
SINGLE GROUND
MARRIAGE LINE OF k Uln-WeDE
FLOOR
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 ASTIR STANDARD
SPECIFICATION 03953-21.
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
T 1=TI—I — —
ATTACHED TO A
ANCHOIR (3150#)
NOTES:
��• G; S TF9
1. ALL ANCHORING EQUIPMENT SUPPLIED
��.`��
j ��' Q�' N FQ•'2 PROVED BYE
BY AND INSTALLED BY OTHERS— ON SITE.
NE87
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
=
juN 1510
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
F
INC,WHERE
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
%�Q�' / 6 4 k�:
�'�,'��'•.��) '��� ~`NoswtTr
THE ANCHORING SYSTEM REQUIRES THE USE
• �.`� lob
•
OF EXTERNAL STRAPS OR CABLES.
s/nt/ Q�. �y��`,``
,Y
JACOBSEN HOMES
NOTICE
mu sPEa1 ratS AND DRATANM ATE.
tww BY: DATE:
C.Lr. 5-25-95
REV. LETIER:
DRAVANG TITLE.
COL TIE —DOWN APPL.
QWMAL. PKMUART, AND CDWWTK
WIITRIALS OF JC0W MAltJFAC7MG
low LN P.O. BOX 368
NG Ra MAMWIS AK PR M0ED TO THE
DRAWING NUMBER
AD—TD-0252
SAFETY HARBOR, FLORIDA 34695
RECPOII rcA SKCI C PJr= W VNI K
PHONE (613) 726-1138
IM MEW114 AM SiCKT IA01 OMM
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
101
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WADE do 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING MATH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
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.
�r�• G15T Eti %4u
Q� No. RO .•
,,, spa •' ty �,.
PROVED BYE,
O , � JUr1 1 5 VO
�111"i INC.
►Twiwrw�u�cnrs®ia[
OifS1ALRgI No SAR1T i91I�11R
NOTICE` It, iDfMW,8 .. DATE: REV. LETTER:
JACOBSEN HOMES TKSE SPECi1CJ17M AND DRAWIIGS ARE C.L.Y. 5-25-95
■ CRIa 6 PROPR[TAAY. AID CaN1IDOiW DRAWWG MnE:
P.O. Box 368 MATEIM OF JAC08SEN MMXACr"C COL. TIE —DOWN APPL.
NG SM VATDTULS ARE PROM M TO THE
SAFETY HARBOR. FLORIDA 34695 MOW FCR SKCTC PURPQS NO WA m DRAMNG MJVBER:
PHONE (813) 726-1138 RTPT C NLOITUL AID Stw no ordn AD-TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
'A' COLUMN b'
(COLUMN
ISEE TABLE FOR YA)MM SPAN FOR COLUMNS 'A' OR b' -
r
'C' COLUMN b'�
�OOLU►(H
_ - -
APPROVED BY
I
I� SEE TABLE FOR MA)OIAIMI SPAN FOR COLUMNS 'C OR b' _
SEE TABLE FOR SPAN COL T+ SEE TABLE FOR MAX SPAN FOR C01 INC.
FED LMANUFACTUREDHONIE
RUCTION AND SAFETY SWIDAROS
MAR 0 3 1999
COLUMN 'r COLUMN 'F' COLUMN
SEE TABLE FOR MAW N SPAN FOR COLUMN
r
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHaW REDID
(SEE AD-TD-MI,
COLUMNS W. 'C. b' OR I'
COLUMNS b' OR 'G
COUApi T•
AD-7O-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
Dr. 'V
EXP. b'
EXP. le
EXP. b'
EXP. 'C'
EIP. b'
DP. '
EXP. b'
EXP. 'C'
EXP. b
EXP. 'C'
EXP. b'
2 - 31501 ANCHORS
37-4
1 25'-6-
29'-4'
20'-4'
371-4'
25'-6'
29'-4'
20•-4'
37'-4•
25'-6•
29'-4
20'-4•
1 - 31501 ANCNOR
18'-6•
12'-10'
14-7'
10'-3'
18'-6'
12-10•
14'-7'
10'-3•
18'-6'
12'-10•
14'-7'
10'-3'
1 - 40DOI ANCHOR
21-8'
16'-4•
18'-7•
IS-O'
2S-9'
16'-4•
18'-7�
23'-8•
16'-4'
18'-7'
13'-0'
W. CALCs. c ��� • 93. o�
.
DAM APPROYA�sQ 0 3 y
NOTES. ��'�. 1o1r��
.•�� C�Q.•' G�STERF •`�
AND AD-TD-0253 NO. �•. BY
1. SEE AD-TD-0251, AD-TD-0252 ;'Q`� t APPROVED
FOR SPECIFIC INFO. ON ANCHORS. 910334 •L
2. SEE AD-M-0001 FOR ADDITIONAL NOTES ON ANCHOR _ ���
INSTALLATION. ? * =
OF
�.STATE
INC.--
M T
DATE 2_9-99
JACOBSEN HOMES
THESE sKamAN110oa aD DRAwm ARE
DRAWING TITLE-
184" WDE COL. TIE —DOWN APPL.
CRIaHa. PROM13MY. AHD 0Mf10E17K
WA ERIALS OF JACOM MANUFACTAtIC
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
@iC SUCH WATEW S ARE PROVIDED TO 1WE
RECPIDII tat Was PU18W HO IAW K
DRAWING NUM Wt
AD-TD-0254
PHONE (727) 726-1138
PUI O OWDIM AHO SEw nm oum
i'I
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
SEE NOTE 1
.uun..W n� wnn inw .r Va IY\M Nn
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAX94A1 SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A UNOMW OF 2'-0'
(241 FROM EACH END OF THE UNIT.
O •15 T • OF ��
��` . f
NOTES:
PR O
•�,
DAPIA APPROVAL:
ENE8703571
1. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED.-
?'
ROVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DON SPACI , _
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
'•. /� �� �`
.>lN 1 5 TN95
SPACINGES (SEE OTTER
TABLES
TIE3.
DETANNS)IOCARONS.
''�i,��S • ' Nv\`�•`
�0�`JAl
INC
INSTALL RAMS
�`•
�hIH111111I,
4. SEE AD-ID-0001 FOR ADDITIONAL REQIAREYENTS
ANCHOR BRACKET AND TIE -DOWN
<:_:-...CWrrymom
DEVICES ARE CERM D BY OTHERS
HOMES
NOMJACOBSEN
ME SPEMMATKIld � DRAW= ARE
DRAWNeY. C.L.Y.
DATA 5-31-95
REV'
P.o. Box 36e
m
DFIONAL PROPMEM. AND OOti1D NT1AL
F � „ATE "` D
/1
A
DRAWING 71TLE
TV.
SINGLE WIDE T/D
SAFETY HARBOR. FLORIDA 34695
REOPENT MR 94fi1C g/woM NO 1151 K
—DRAWING NUygp6
PHONE (813) 726-1138
WE W(MPAt MD scar nm ores
AD—TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
24' LARGE OPENING 24'
F�
COLUMN SUPPORT TIE -DOWN STRAPS REOUIED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH,'
MULII-WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
V V V V V v v [2j
24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS 'SEE IiE DOWN SPAM TABLES -NORMAL
AND/0R ALTERNATE- FOR MAWN SPACING ALLOWED).
ALSO SEE NOTE i
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0*
(24') FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL `,�pTT............
...H TIAI/.��i
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL �1 C PO; ''''�,
NOTES: . aN0. FQ•.2 ': DANA APPROVAL:
�1f
I. LARGE OPENING = ANY OPENING WIDER THAN MAK TIE -DOWN SPACING ALLOWED. NE8703571 •• = OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI ,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE L TA of ;'� Q��
MAXIMUM TIE -DOWN SPACING REQUIRED ON 11NE APPROPRIATE VERTICAL/fRAME p (� x- I _A�� 5 1995
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). '�' . �ti .•' .ate; {I�\)J-
i INSTALL FRAME IS AT ALL MRTICAI TIE -DON LOCATIONS. �'�4 �iS''' ..A• :
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENTi
ANd(baeatprnlatd T1E—DOWN
DEvKES ARE CERT*XD BY OTHERS
NOTICE DRAWN BY: DATA REV. LETTER
JACOBSEN HOMES TIME SPEOnOATX)NS AND DRAUNGS ARE C.L.Y. 6-1-95
CRONAI• PROPRIETARY, AND OovmTK DRAWING mTE
P.O. Box 368 SXHH NA,JACWSrXARE PRa�= AMW TYP. MULTI —WIDE T/D
SAFETY HARBOR, FLORIDA 34695 R "(T FCR SPECilO PJIP s NO UM BE DRAWING NUMBER
PHONE (813) 726-1138 IVT CWWRAI NO SEOTI n= OT DM AD-TD-0310
73
ZONE I TIE —DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS I
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LocaTIONS.) FRAME TIE -DOWN
SEE DETAIL - V
SINGLE WIDE TIE —DOWN
DOUBLE WIDE TIE —DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN I
A k B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WADE TIE -DOWN
FRAME T)E-DOWN
ONLY. OPTIONAL AT I
OTHER LOCATIONS.)
�.
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE -DOWN
BUCKLE WITH 2O251
IY MINIMUM
SEE DETAIL - 'A'
SEE DETAIL - V
nE-DOWN STRAP
SINGLE HEADED GROUND.ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3 w LBS. MAXIMUM
FOR EACH nE-DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .D35' MINIMUM
DNK COATED STET! STRAP, OR EQUAL WITH 315o*
CAPACITY MINIMUM) x (,Sc 4?ZS r uL.Ti^,v rw
Joao a4r-pCITy
NOTES: a;•• ^ •• Fp �DAPIA APPROVILL
• O ; •••'llrl •
1. SEE DETAIL 18' PAGE q NOR MARRIAGE WALL � � � T Cq�; ;�y �♦
OPENINGS GREATER THAN 49 INCHES. & UP To I-Tr-6" Ti to T40q C�° ��•: APPROVED BY
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 ff)R 3 PAII.:. NO. GO3 M
ANCHOR AND TIE -DOWN PLACEMENT: * IDEC 2
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN I
PIER CONSTRUCTION. •`` STATE OF 11b 9C� 1
�.,� C� • •OR10Q; .w�,• rtoeaa,,,nv ���,vo�s:6
JACOBSEN HOMES >HE%sue=lioNOMUVMARE LTR>ixRler. RR DAZE 10-31-95 REV.LEr1ER
. OIEONAL. PROPRIETARY, AND COWnETIM DRAINING TITLE:
MATERIALS OF JAC08SEN MANNACARNC
P.O. BOX 368 ING sua MATERIALS ARE PRDVM TO THE ZONE ITIE-DOWNS
SAFETY HARBOR. FLORIDA 34695 RECMT FOR SPErM Mil'W No WM K DRAMNG NUMBER
PHONE (813) 726-1138 IOPT CWIMIRAL APO SEOIET FROM 011M AD-Zl -0001
74
y-
ZONE I TIE -DOWN PLACEMENT
%-TYPICAL I —BEAM
nE-oowN
MAIN FRAME I -BEAM
�STE NOTE �1�—
MAIN FRAME I -BEAM
I END�I
SPACINGj
SPACING �+
SPACING .
I� SPACING
I CENTER
I AC81CI
DOUBLE WIDE TIE —DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
-••I
I r 11v I
arnulYN
]rAUNU
Y'AUN4
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME I —BEAM
•\—SEE NOTE il—'o"" SEE NOTE j1��—
MAIN FRAME I —BEAM
MAIN FRAME I —BEAM
END CENTER I CENTER I END
SPACWC SPACING SPACING ' 17SPACINC
TI
TRIPLE WIDE TIE —DOWN PLACEMENT
• Boh�a •
ve
.NOTES,
DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF ���4% PTI DO�O�0
MARRIAGE WALL OPENINGS MADER THAN 49 INCHES. N .0045484
STATE OF
T
C.,
ce
ce
DAPIA
APPROVED BY
ON 14
11
rttxwi wMs�-nwEo
ca.,wcrcN ao svcn swmums
LETWR
JACOBSEN HOMES THESESPEcinCATMMD.DRAWNMARE • ��� RR DATE: 10-31-95 REV.
CWHAL PRDPRIETARY, AND CON WTIAL DRAWNG nRE:
ERU
P.O. BOX 368 MATl.S OF JACOM MAHUFACTURINc THE TIE —DOWN PLACEMENT
SAFETY HARBOR, FLORIDA 34695 FO 91 AND UM BE DRAWING NUMBER
m ARE PROAn
PHONE (813) 726-1138 IVT CdNiWnk ANO SEW ntW One¢ AD-Z1-0020
76
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM.
EY acd.
FE8 0 1 M
INC.
JACOBSEN HOMES
wEsc M`+� :M DR•MCLJKAVM
ORDRAL IRCPR[TAll. AN cvsMIA
o� M,T. 2-1-00
R'' """W.
n
DRAMK iIAE:
P.O. BOX 360
°A1p3AS °i4CCIUM ANUFA """`
ZUNE 1 INST.
„
SAFEIY HAR80R, FLORIDA 3�695
Krmff MR fR'Q1f1C Kwm me mast K
/H1
DRAW MIMBER:
PHONE (727) 726-1138
101 coomom me woo rRow pears
_ AD-- Z1—D100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/nORVER I \
m
bf
s
L
�I
MAXDUM PIER HEGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MA)aMUM HEIGHT}
Zo» z ZONE
EXPOSURE V 90' 56'
EXPOSURE 'D' 39' 46'
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAU IRIS END, EXCEPT FOR ZONE 3
EXP. 'D' THEN 2 REQUIRED EA. HALF
(IE. OI:E EA. BEAN, 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 WOE
CONNECTION REQUIREMENTS.
24' MAXWUM SPACING TO FIRST SIDWALL TIE
FROM EACH END. OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REONRENENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
INS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND VAIN 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)
.. v1111111111b,. _
NOTES:
1. FOR OUAD SECTIONS EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
INDEPENDENT OF THE OTHER STRUCTURE (IE. SHEARMIALLS, TIE -DOWNS, RIDGE -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
O'�"•r�TVA ER'�•`•JF
,ENE. 03571r
5.1GA% ur 4
6A E...�,
NOTICE
JACOBSEN HOMES
THESE SPECIFICAITONS AND DRAMNCS ARE
ORIONAL PROPRIETARY, AND COWMTW.
P.O. BOX 368 MATLRIALS OF ,IACOBSEN MAIAIFACI"G
„ WG SWI YAMa S ARE PRONOLD TO THE
SAFETY HARBOR. FLORIDA 34695 RECPENT FCR SPECIFIC PURSES kO 1151 BE
PHONE (813) 726-1138 IOP1 COHiMTLO1 A10 QUIET TRW OTIM
DAPIA APPROVAL'
kPPROVED BYEff 0" 1:
.>l1N 1 5 1955 *4 ING
H:EAA KROACAM NM
C�61R�Up IIp SNCIY SiN'GY[if
C.L.Y. 5-16-95
ADDENDUM -INT. UNITS
QUADADDI
LETTER:
78
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE CONNECTION FOR OUAD UNITS IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS1
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERDIETER RAIL--'
OR RICE BEAM
CROSS-SECTION
30 GA. CALV. STEEL STRIP
e X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 LOIN.)
W/STAPLO AS 9LOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
31 X S' LAG SCREWS
18' O.C. (ZONES 2 Nk 3)
STAGGERED .
1_ 30 CA. CALV. STEEL STRIP
SECURED WITH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.C. MAX SPACING (TYP.)
t1t1111 bl b
NOTES: ENGINW' D Do DAPIA APPROVAL:
�Q •
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS � O • G,S TERF• ��/;'-,Ar 1 '
Q`` No. o r �7 BY
REMOVED FROM ROOF IN ORIGINAL CONDITION .mil i 5 -IN
FOR STAPLE HOLES1 _ ENE8703571
STEEL STRIP MAY BE CONTINUOUS OR PIECED. �•�
2 SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY - I(� (�
BE SHIPPED LOOSE AND INSTALLED ON 9TE AFTER '• / 1L V
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % �,�. ••. �/� 'q (a r �r�:�
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP �i��F`�•••. O(d►Cr�A,•'G\�``��
FROM ONE SECTION TO THE NOR. �,,�� fro �� ``��•
N077CE: U!! NDRHINI : DATE REV. LETTER:
JACOBSEN HOMES -cm 94aI1Gms AND oUN= AA,_ C.L.Y. 5-16-95
ORONAL. PROPRIETARY, AND Oa0MOTMI. DRAWING TITLE:
Opp P.O. BOX 368 MATMALS OF . MMM MANNACTURDIO ALT. ROOF ASSEMBLY
tNt so MATFRYLLS AM PRONG) TO THE
SAFETY HARBOR, FLORIDA 34695 wmw Fat 9W PJNM NO mW K DRAWING NUMBER
PHONE (au) 726-1138 W7 DONmmu me MOLT ntal ortm QUADAD02
79
E177r-1
IIEIEFI
FVFF-1
Ell
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8