HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMET=UP MANUAL ADDENDUM
SCANNED
BY
Ise. Lre C100 IV
❑ter❑
JACOBSEN
HOMES'
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
specifications and drawings are original, proprietary, and confidential materials of
en Manufacturing, Inc. Such materials are provided to the Mr;
es and must be kept confidential and secret from others.
REV 01/10
ALL HO.MES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C.
contact the Department of Motor Vehicles
850-413- 7600
1
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL .HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT HE 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 WALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WATH 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.
APPROVAL'oN TES. A�DAPIA
PROVED BY
M 1 5 T9�5
11PTINC
NOTICE DRAIN BY. DATE: htV• ILVI IL '
JACOBSEN HOMES THESE SPECUTCATIONS AND DRANINGS ARE C.L.Y. 5-30-95
MONAL. PROPRR:TART, AND CpOWNTM DRATWNG TITLE:
MATUtIALS OF JACOBSEN MANUFACI"G EXTERIOR A/C DUCT
P.O. BOX 368 NG S" MAMWLS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34595 RECMT raR SPECnC PJ PM W IMT BE DRAMNG NUMBER:
PHONE (813) 726-1138 PVT COWDDITIAL AND SECRET maI OTIFRS AD—AC-0001
.2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED . STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAIN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DI�CCNT!"!UE
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)
DAN APPROVAL•
APPROVED BY
1N14S`Y r
O,
INC.
L790NLr�wNc7Y��pR
601111INNIMMO V0TlIWOMICi
JACOBSEN HOMES
»�� s��u»a�aRAwws
CMS
VKAhTf
C.L.Y.
9-28-95
P.O. Box 368
AND
AND ARE
ofaaM, rff0pWtjMT'L MU OXWEU &
YATCUM OF Jk'=Y UANUFACP"C
DRAMWc TITLE-
W.H. VENT. SYS.
B
bm SAFETY HARBOR, FLORIDA 34695
W_ sm Ymats ARC VRO M TO 1RC
REafglf ►P�RaR 7WIC m AND NMI K
DRArnHc MIYBER:
PHONE (013) 726-1138
1VT C09MPA uD X00 may OTMn
AD—AC-0100
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
0.131' X 1 1 /1 MIN. /
NAILS OR 7/16' X 16 GA.
STAPLES PER TABLE:
0.016' X 1 1/2' MIN. STEEL
STRAP 0 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
NDS01
(ALL ZONES)
(ALL DOKWRES)
n AM U11f.T
FOR GAPS IN FLOOR SYSTEMS
TO 1 /2', INCREASE LAG LENGTH 1'
AND FOR GAPS TO 3/4'.INCREASE
LAG LENGTH 1 1/2'.
_ ., _ _ •- •--STALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE. DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
1 4' TO 3 4' GAP
WOOD SHIM AT ALL
LOCATIONS FOR LAG SCREW
THROUGH AND TO KEEP COI
TIGHT. (SEE NOTE 2)
30 GA STRAP FASTM N/
WIN!" NLAIOER Cr FASMUS REQUYiii1
1MI�D WNE
DRPOSURE
3/6' 13 1/i' TAG 9CAE'Jr
MAX"ll
SPACNG
7/14' X 16 GA. STAPLES
MAXMLL SPAONG
W00 ZONE
DP09Ut1E
0.131' X 1 1/?r NAILS
7/1C X IS GA. iMn
IV 0.C.
2 1/4' aC
3
S
2
2
b'
17' Or_
1 7/MC O.0
b'
4
7
ti
1S' o.0
t ac
4
7
1
3
3
YY
8' Or_1
1/Y D.C.
YI'
S
e
NOTES:
1. 1' UK PiiMTICN 15 REQU4iED ON STAPLES FOR MDL O.OIC STRAP.
L MOD SHMT9 TO 1E RIPPED FROM SPF p UK OR BETTER.
Sr X 4' X GAP ■OTH MYL 9ZE)
lOSB OR PLYWOOD MAY PL USED F VON= EQUALS GAP WIDTH-4' X 4' UDL 90
l 1Or UM" SIDEMALL HEIGHT.
4. SEE OTN ER DETAILS FOR SEALM FLOCKS FOR AIR KLTRAIDL
_./r�3�-6
.John IC. �becfon, IRA=.
,K2 Enc Ting, !nc
APPROVED BY
Revised
May 24,2006
INC.
FEDERAL MANUFACFUREO HOME
co%STRUCFION AND SAFETY STANDAFIDS
MAW BY:
DATE
KY. LETTER
JACOBSEN HOMES
,H1scNomm o,F,,.,�� AM
M.T.
OS-22-06
P.a eox 3sa
Clomm. NARK AD mrFEonur.
YA1u&4LS OF Ammo" Mm"AG1O1G
DRAMLNG 11TLi
M /W FLOOR FASTENING
c
IC 2101 MAIUM ME PFUMED 10 THE
,
SPH(326134E9S
8j726-13B
�MFarm
m
DRAMNNu1BO
PHONE
IC0otA10 no OHM
AD-FA-OW1
A
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
.131' X 3 1/2' MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED aY
EXTERIOR WAILS. S 23 O(5ON Revised
Jahn C. Doeden, Rl�.
K2 Engineering. ira . CWST INC.
ta�srNb sasetr sr.ja.oms
I
JACOBSEN HOMES *m ma c►m= w DUN �' M.T. DA1� 05-22-06
�. Cr ��. Nhe DRANNB 11m. B
PA Box 368 W. „a VAMW AM F A,K M/W WALL FASTENING
SAfE1Y FIARBORFLORnA 34895 NEW is SM NA = No E DRAW MAM
PHOK (813) 726-1138 gar mmr lft No =r nm OHM AD-FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER UNE OR MATING
UNE OF TRIPLE WIDE UNITS
30 'GA. GALV. STEEL STRIP X
SECURED WITH 7/16' X 16 GA. STAPLE$
FULL PENETRATION INTO OECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
30 GA. GALV. STEEL STRIP
.8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY 13E
WIND DEFLECTORS REMOVED FROM
**LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WIDES EXCEPT FOR STAPLE HOLES)
FOR DOUBLE WOES
PLAN w w
xz
1 4' 2 3 4'
3/8' X S' LAG SCREWS AAuG Sf1tEW ME BACKS
TRIPLE WIDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAG SCREWS SEE CHART ON AD—FA-0001 /'— FOR TRIPLE WIDES
AT A 45' ANGLE I __� FOR MAXIMUM SPACING /
STAGGERED 2 1 4 P34'
1 4' TO 3 4' GAP _
ROOF PERIMETER RAIL
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS—SECTION INSTALLWOOD SHIM AT ALL LI1G
FOR GAPS IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO GO
FOR TO 1INCREASE LAG LENGTH 1' THROUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4', INCREASE TIGHT. (SEE NOTE 2)
NDS01 LAG LENGTH 1 1/2'.
(ALL ZONES) CROSS—SECTION (W/GAP) c wa 91 0 - s1.07
(AOUES) I 1
NOTES:
DICI i APPROVAL:
DAM APPROVAL'
L 2 Ile wL PEAIE1I aw N10 RECOMI C MGM IS RECMM FOR LAG SO MS
2 WOW SIM TO K RIPPED FROM SPF P UK OR KI I
APPROVED BY
13' X 6' X GAP TN01H YN. SMI
Revised
ON
09 OR PLYYADOD MAY K USED IF 1HICJQIESS EQUALS WP MD1 4' X 6' MIX M*
l SEE OTHER OETAI S FOR MIFLETIIG ROOF WMIECTIO L
/
S _ I Q�
AMay24 , 2006
r
4. *lEX 11STALLNG A LAC SiilE11 KM A R M BEAM, FRST-M 3/fT
John C. V0608n. P. �
N C
L A MEMMICE
HOLE THROUGH THE FVW ROM TEAM. SECM-CRLL A 1/4' HOIE TF OCH THE
ii? Enginwrh Rg, Inc
.
FEDERAL MANUFACTURED HOME
1ECF711NG RIDGE WM FOR TIE TIffJ M:D PCRTIOi OF LAG S' r I DUE DNS ARE
CONSTRUQIDH AND SAFETY STANDARDS
FOR 31e LAG SCAETES W&Y.
S Itle MAMMF SMM1/1L MGTT.
TO
JACOBSEN HOMES
TNT VEaETaA� wo MAW= AK
oaAMH er M.T.
DA1� 05-22-06
P.O. BOX 3sa
CMUL mmwrwr. me mrzOmAL
wIDW aF MUM MAIMAGAMC
FVL SM WATINALS AK RVANZ TO RC
� C
1w
ORAMNG ARE:
M f W ROOF FASTENING
SAMW HARBOR. FLORIDA 34603
KWW FM WIMM A WO M AM HET N
ORAWNG IMMMIt
PHONE (613) 726-1135
Far CwmFut AN RM FXV VINOM
AD-FA-0020
.0
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MR Y OVERLAP AT SEAM)
SECURED WITH III X 711C HEAD X f FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(ALL )
CENTER OR MATING LINE
r
.I
�88 X 7 16' HEAD X 2'
j NIlY THREADED SCREW
I (NO MORE THAN 12. O.C.)
I
•I
. e
1
1
1 8
m
m
1 �
1
' 1 -
1
1 METAL ROOF PANELS STOP
1 APP. -3' FROM CENTER LINE
"-30 GA. GALV. STEEL STRIP
S' X LENGTH OF ROOF (SEE AD -FA -MD)
SECURED WITH 7jAC X 16 GA. STAPLES
FULL PENETRATION WTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS C
STANDARD 7/1C O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS.
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
c D)a j r.
�F:Jl li 1'.r.
go g, Inc,
APPROVED BY
Sep 10,2008 P1 INC.
FEDHIAL YANIFACNI�D HOIff
COMSIHDrnoM AND SaFE1Y STANDMDS
JACOBSEN HOMESNmm
,� ,ms,,,o ow►das,rE
""""" °" D.M.T.
'""� �-25-OB
�K ��
TItE
PA BOX 368
FETAL ROOF RIDGE CAP
OK i� 9'
PH=
WIG Wi yMEM AK W&M 1D IM
E zw m
((W j
ao�mrm n ova m
AD-FA-D021
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
PROVED BY
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
JIA
1 5 M
INC
7
THESE SKOMA1IONSAND DRAWNGS ARE
DRAYM BY:
C.L.Y. DATE:
6-5-95
REV. LE cR
JACOBSEN HOMES
■
P.O. BOX 368
OMm+AL, PROPWARY. WTFRIAND
AIS Cf JACOBSEN AAUFACILMG RAIG
oRAwwc nTIE M/W ROOF SEALING
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NC SUCH MAMMALS ARE PROYM 1D THE
RECPENT M SPECM "MOM NO 4US1 BE
IVT CDNUMTIAL AID moo nim OTTERS
DRAWING NUUBER AD-FA-0025
8
ADDENDUM
MULTI -WIDE. ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
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)
DAPIA APPROVAL
'ROVED BY
JW 1 5 W5
INC.
clim"SWIMUMDUM
JACOBSEN HOMES NOTICE DRAWN BY: DATE: REV. LETIYR:
1Hess sa�alunons Arm oRAwms ARE C.L.Y.. 6-5-95
A
MATWIALSP TCOeSEr� UNMAC1"O DRAWWc nTLE P.O. BOX 368 we 9" YATEM&S ARE P��y TO TK M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 34695 KOPQIT rOR SPECIFIC H. WM NO YA1 K DRAWING HUYBER:
PHONE (813) 726-1138 IVT WWTu1 NO 100 n= OTIM AD—FA-0026
SHIPPED LOOSE HEARTH EXTENSIONS
TYPICAL WALL
HEARTH. 1N3TAILA IlK
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE META FIASITNG IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN 167A M (THIS FLASIM MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH
I LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTAL FOLLOMING
THESE SIM
A. CAREFILLY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION N FRONT
OF TTEE FIREPLACE ASSERY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 x 2' WOW SCREWS
C. FILL IHE AREA BETWO THE FACE OF THE FOULACE AND THE HEARTH EXTENSION
METH A NON-COMBUSTABLE CAWGIG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
WOOD TRIM
TYP. HEARTH FACTORY INSTALLED FLASHING
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
APPROVED BY
jw 2 8 w
INC
ROfA1l W W VACiIR®IOt
J AC O B S E N HOMES too s MD DRAWN BY:. DAIS ilEvc LETTER:
THESE sPEalunan AND DRAraNa ARE C.L.Y. 6-16-95
■ aaONAL. PROPRIETARY, AND OOWIMTK DRAWING TITLE-
m
P.O. BOX 368 � „A� PMM T T� SHIP —LOOSE HEARTH
SAFETY HARBOR, FLORIDA 34695 REOPENT MR 7= PIAP M N O "I K DRAMNG NUMBER
PHONE (813) 726-1138 JUT oOrFW114 AIO SEQV IRON ODDS AD—FP-000I
lU
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 >zEV.
1 40,04 9iW i 5 20
NF14 INC.
FEDERAL &mUFACTUREO H041E
CONSTRUCTION AND SAFETY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED BY
IN'A
INC.
FEDERALMANUFi MREDHOME
CONSTRLOWIN ADD SAFETY STANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. , v- 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 SIiEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
THE OVERHANG OUTLOOKERS (PURLINS), 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. 3/8' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/I' X 16 CA. MIN. STAPLES 1 1/4' O.C. AT PANEL EDGES AND 3' O.0
AT ALL FRAMING MEMBERS. (NO GLUE REOUIRED)
MARRIAGE WALL
3/8' SHEATHING TO BE INSTALLED ON -SITE
K2
VANOZONE III
(110 MPH)
ALL EXP'I OSURES
DAPIA APPROVAL
n APPROVED BY
MAT E
E INC.
ON
I= f®ERAL MANUFACTURED HOME
CONSTRUCTION AND SAFE;Y STANDARDS
NOTICE: UKAINK HT: I IA 1l IiEV. LETTER:
JACOBSEN HOMES THESE SPECIFlCATIONS AND DRAWINGS ARE R.R. 4-27-98 -
■ ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE C
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACRMINC TRUSS SHEATHING -
„ SAFETY HARBOR, FLORIDA 34695 R[�H( Si" MATERIALS
AVF� AK
AW MST VIDED TO BE DRAWING NUMBER: PHONE (813) 726-1138 KEPI CONMEJNIIAL AND SECRET TROM DINERS. AD-HR-0001
12
HINGED ROOF DETAIL
HINGED ROOF IN SET-UP POSITION
NDS01
1. BRACE RAM ROOF IM N W PA M P'09= W E S14 = N U
wo POM Km POSt00l
utan au roar �o RtDfE
6 5W p rmn aic roar for RAt.
1101rWM9Qti>tat3-Axr
am
REF. CALL. PG. C-RF- 223.0 - 223.6
John C. Doeden, Rk.
11<2 Engi m*rmq, Inc
APPROVED BY
IN00orl
Revised
=, 06,2006
INC.
CM'Fot=
JACOBSEN HOMES
as �,: ut"M I �
�m or. O.A.
wow 06-0Z�
R.. �slw=
Moocomn.
rwwwu n M m.00rm
ORAWW wu
W1 W OF � wNSACRIM
HINGED ROOF DETAIL
A
P.a Box 36B
SAFETY HARBOR, FLOWA 34695
MMI RR 9n= RlO��NO W 10 K.
oM�iG MAC
PHONE (W) 726-1138
OUT OMFMWK No ZW Nm o.oS
AD—HR-000Z
13
HINGED ROOF DETAIL
UNDERLAYMENT TO BE GLUED 3' MIN.
CH BOTH SECW6 OF HNGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDEFiAYMT AND -
AND A MIN. 4 1/2' WIN OF ROOFW CEMENT TO
70P OF LAST SH94ME 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 8' BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE WITH
3-0 X 3' WOOD SCREWS EACH SIDE CF GAP,
APPROVED BY
Revised
ON 14
Nw 30,2006
WooINC.
FEDERAL wANOFACTURED MOPE
CONSTRUCTION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WINDZONE III
(110 MPH) I ,
ALL EXPOSURES
II
NOTES:
1. 8RACE RAISED RDOF SECIM N W RAISED P09TO B CRE SNWQW IWCm
Km POSTS NTO POS1110N.
John C. DOsd^ P-*•
K2 Engine***
NOTICL' MATM19r. oATE: REV. LETIM
JACOBSEN HOMES TasE VEOF1C UM AM D NICS AK D.T. 10-02-06
P.Q. Box ma w"W"s a, &%cow MAuk%w Rmr HINGED ROOF DETAIL A m soI TFRIw,S ARE FRanoeD TO me
Smr" HARBOR. FL 0A Mlli avert n sma RWM Alp VW R MAIM NMM.
PHONE (413) 726-1138 un awmm wp amen am .Has. AD—HR-0003
14
LL ON SITE 151 FELT WITH A 6- MIN. OVERLAP ONTO MAIN
CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK -- x
z
0
SECURE FIRST ROW OF SHINGLE TO 6t IN51ALLtU UN
SITE WITH • 6 STAPLES (1' X 3/4' X. 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURERS INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION -IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
.DETAIL A
1. CNG OF 15f FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
2 F NG OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
3SE
LES ARE INSTALLED.) 6
3. D THE. FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MR OF 6' AND UNDER THE LAST OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF,
4. ED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT.
AD-HR-0003. AND AD-HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
MPROVED BY
�PINC,
sf-F .l 2
69ANUFACTURED HOME
CIO AND SAFETY STANDARUS
-- NonCR DRAWN BY: M.T. DAB' 9-20-03 ttt:v. tl rnaC
JAC O B S EN HOMES im rEdR ms AND ORA1t m ARE
QI WWL RUMMY. AM MWOOM& DRAWING TITLE: SH➢NGLE AND UNDERLAV"T
UA1ERMS OF 04011W MANNACIUM APPLICA110N ON HINGED SECTION
P.O. BOX 3" W. slat MAIFRIAIS ARE PRONGED 101E
SAFETY HARBOR. FLORIDA 34695 NEWW FOR WWM Pu rWM AO KW K DRAWING NUYBf>i:
PHONE (813) 726-1138 an COFMIM Ago smw Rm onam AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/20 O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES \
FASTENED WITH (6) 7/16R 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)
NDS01
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SWNGLES.
JACOBSEN HOMES
P.O. Box 366
SAFETY HARBOR., FLORIDA 34695
PHONE (727) 726-1138
- a & too
.John 0. uoGdwi, F.E.
-9Z Enginwring, Eric
AY!
NDne1w DRAWN
WISE SPCC6TCADDRf AND DRAVOM ME
OMONAL PROPRUART. AND COWIMITML
MAMALS Of .RCCM MAIOXALTURNG
NC. S M YATMU All FYMV D 10 WE
ICIP01 f0R SF(CFIC 111rrM AMD MAT K
IVf COMM AND SECAR FROM OTHM
SEE AD- HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF, ROOF
10 PSF D.L
RU' C&' CRC - 167.01 - 167.02
OIf m APPROVAL DAPU .r��....
APPROVED BY
0 N 00oRevised
J= 09,2006
INC.
FEDERAL MAMIFACiUIIED HOME
CONSTRUCTION A110 SAFETY fTADDAROf
O.A. 1 06-06-06 j
W INSTALLATION DETAILS 'A
AO-HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE 000URSE(S) EK S SHINGLES TO
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT
TO ROOF WIN A 6' MIN. WIDTH OF TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO
ROOF DEC( AND/OR EXISTING ROOF DECK AND/OR EXISTING
FELT AS SHOWN. „r FELT AS SHOM.
SEE OTHER DETAILS FOR
91E INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
AP ROVED BY
AUG 0 1 2a1k
INC.
mu MANu�►cluAm„
NOTICE DRAIN BY: DATE utv. L" Luc
JACOBSEN HOMES TH:S VEWOMM NO WA � ARE M.T.7-18-04
OEOML Wt61t[M. AID OOiMUL DRAIING TIME:
„ MATEMKS OF JM MSEM'MA"ACTURK SHIN uAi DERLAYMENT INSTILLATION —
P.O. BOX 368 NC &0 HAM" AK PWAM TO K
SAFETY HARBOR. ROMA 34695 I[fptN1 FOI 90 RRRO AIO MKT OE ORAMG NUMBER
PHONE (727) 725-1138 IVY ONWI t NO, IOU FAIN OMM AD-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
MEMBER W/ STAPLE OR NAL
BANDING STRAP 'WRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
4DE Of NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WHERE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
'OOT MAY BE USED WHEN A FULL SIZE CLEIWOUT IS INSTN O AT THE UPPER END.
1 MF9A rr rd?Afu PIPM,
II
NOTE DAM A"R°YAL•
1. PIPE CLEANER AND GLUE SHALL ALSO 8E SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. `
2. 48" O.C. MAX. SUPPORT SPACING. ON rl ;ji;� is
it
JACOBSEN HOMES ➢IE9E safcrleAnars W r°TtDUNDUNBT. " IILEiTFR:;
AN7 avAArNfS Aft . R.R. 7-17-97
CAMAS PROUTART. AM Wfmjiw% DRAW 11AE
NAMNAIS OF ,NO'S. M MANIOACWOC Q
P.O. gee nt SM VAIR,u AW �m w DC PLUMING SUPPORT
SAFETY HARBOR, FLORIDA 34693 KCeoa FCR WE= fuVM AND W= BE DHAHNG HW19ER
PHONE (813) 726-1138 dri cwmmu" im my flum AD—PL-0001 A�
v-sr
t;.if
18
NOTES:
OPEN PORCH RAILING(S.)
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.
PP ROVED BY
MAR V II
INC.
NOTICE: UITA11A1 UT:
JACOBSEN HOMESC REV. L�ncn:
TNESE sPEaFtcAnoNs AND oRAwNGS ARE M.T.a1.T. 3-30-05
ORIGNAL. PROPRIETARY, AND COWWENTIAL DRABING nn.E:
P.O. BOX 368 MATERIALS OF JACOBSEN 11ANUFACTURRNG OPEN PORCH RAILING S
Rit SUCH MATERIALS ARE PROWDEO TO 1lIE
SAFETY HARBOR, FLORIDA 34695 REMMI FOR SPECK PWOSES AND MST BE DRAWMG NUMBER:
PHONE (727) 726-1138 NETT CR7 WIIAL AND SECRET FROM ORERS. 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
41 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
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITP SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
APPROVAL'
APPROVED BY
ON Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME i
CONSTRUCTION AND SAFETY STANDARDS
NOTICE DRAWN BY: I DATE: REV. LETTER:
JACOBSEN HOMES TNESE SKCIFICATNONS AND DRAwexs ARE O.A. 10-24-07 ,
ORIGINAL. PROPIREUIRY. AND CONFIDENTIAL DRAWING TITLE: _! IB
A
P.O. BOX 368 �, MAEaN � ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR, FLORIDA 34695 REOPIQNT FOR SPM RRPOKS AM DUST BE DRAWING NUMBER:
PHONE (727) 726-1136 IVT CONT1O UL AND SECRE7 FROM OTHERS AD—PR-7001
20
ROOF. TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16- X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE 11
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING
_ I � 1L
i/
SEE NOTE /2
EBE RIDGE E NOTE BEAMS A I 18' MIN.
DECKING Yip
CROSS-SECTION
REF. PG. RC-07-0044
SITE INSTALLED 7/16- MIN. ROOF
DECKING SECURED MATH 7/16- X 1 1/2'
X 16 GA, STAPLES. 2' O.C. UAXX, TO
EACH 16' QC. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN MATH FACTORY INSTALLED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
CA CS C-FS3.88.01
WNOZONV O
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
1 SECURE EACH 16' O.C. RAFTER TO RAIL BELOW wTH
2—/10 X 4 1/2' SCREWS AT EACH RAFTER ENO. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN N17H FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAKE 1 1/4' PENETRATION MIN.)=1
ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH Jun 09,2006.
110 X 4 1/2' SCREWS 9' QC. MAX SPACING, 6 Q.� �
C.
SEE AD—FA-0020 FOR GAP TREATMENT BETIM SECTIONS. -John C. 80Lfe3f1, P L r 0FRAl ruaaAau I'HM
K2 EnghwrkV. Inc. `°""'""CTMAno Sam STA" Mos
MpTIC�e oRATO B1. DAIF: i¢v 1E11ER
JACOBSEN HOMES MC M O.A. 06-02-06
A wtuawc DRA1l1G nT1� /�
,�x P.O.P.o. B36e We M= w� wM& aF �"urWArt PRMW 10 IK ROOF TO ROOF ATTACHMENT SAFETY SAFETY HARBOR. FLORIDA U695 flow Re 9 =Par® 1"11"67 a[ ORAIRJC NU R
PHONE (727) 726-1138 evr mwrxiw Mo air nw pmAD—P'R-7002
21
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
. /V �� QO �.._
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 16r
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19.0
c
Mq,E q8.0
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .1310 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SEC110N OF UNIT, AND
YIN. (3) .131' X 3' NABS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..1311 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 FASCIA FASTENED TO OUTLOOKER J `— 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY
W/14N. (5) 7/16' X 2 1/2' X 15 GA. NOTE:
STAPLES OR MIN. (3) .131' X- 3' NAILS .(SHIPPED ASSEMBLED FOR SITE INSTALLATION) MUMS M BE SECURm M EACH
(TYPICAL AT ALL CENTER BRACES) IN X E�1 O INE �� ul M O T,
SINGLE MSS ONLY
REOT OU75 E OF
3 FT. AREA
....SS MAY IV
PLACED ON EIM SIDE
NDS01
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
TYP. OUILOOKER FASTENING:
FASTENERS:
Dummy:
PEHE7RAl10�k
.131 PD NAB.
5
1 1/,f
15 GOL STAPLE
B
1
189=
2
r (wcC ; TD')
OUILDOKf.R FASIDERS MAY BE lIM= TANOZONE 111
FROM TOP CHORD DM F PEIEM10 ALL EXPOSURE!
B MAWAM (110 mm)
20 PSF ROOF
10 PSF, D.L.
F. C-RC-197.01-197.02
fGINEER API WAL• DARA APPROVAL•
APPROVED BY
ONrl
Feb 05,2008
z��� INC.
John C. itd �L�' FEDERAL WIUfACNRED ROPE
cortsrnllcnwl ARn sa�ry srrumaROs
K2 Englne0-11119r Inc.
JACOBSEN HOMES mx mmlwaARE
0PREW DdMWO M
uR0FJWWA
P.O. BOX 368
LWO SIG an YAIFNMS ARE PRC► =10 DIE
SAFETY HARBOR, FLORIDA 34695 RIww FOR- P11i06E55 AND V=!E
PHONE (727) 726-1136 WT tAlimm Alp mw mm DOERS.
DRAW BY: DAZE REV. iET1E
O.A. 1-29-08.
DRAWING mm, 'A
END ZONE RAFTER/OVERHANG ASSEMBLY
RAWING Nun AD-PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
TRIPLE WIDE CENTER SECTION PEAK
SITE INSTALLED DECKAIG ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION do REMAINDER OF AT CONTINUOUS PANEL
B01H WISDE SECTIONS (2 FULL
ROWS OF SHEATHNG) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
WIDTH PER SHEATHING REQUAtEMENT
APA RATED ROOF DECKING
(OR EQUAL)
1/8' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES.
ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0
SPAN RATED) DECKING (EQUAL OR BETTER).
OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE
SAME DECKING PATTERN.
FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15
GA. STAPLES AT 3' O/C EDGES AND FIELD
MANUF. INSTALLED DECKING TO HERE
16h?1 Cyr. 1.:Jt-a R'
K2 �.iiC�a et 4i0,19, 11 se.
Is
v
VANOZONE RI
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L
APPROVAL•
APPROVED BY
Revised
N 14N.
OcctC29,2007
FEDERAL WNUFACrU i
HOME
CONSTRUMON AND SAFETY STANDARDS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA J�895
PHONE (727) 726-1138
-
1mNIMCIL m m Dnum ARE
awaNK. eRaPRErAar. Alq co�lDotaAL
YAIEBIAS Of dAC118�1 YANUFACIIMIlIC
Ut 91CH YAMWIS ME RPM m K
WT Opp Alp �, 0
DRAW dr. O..k
°"'� 10-24-a�
REV.` '
A
mon
DRAW nnE:
ON SITE PITCHED ROOF DECKING INST.
oRAwRc MIY
Aa-I'R-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
SITE INSTALLED CENTER
SECTION OF ROOF
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION --,- /
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
DAPIA APPROVAL
OVED BY
pIRevised
Oct 25,2007
I VC.
MANUFACTURED HOME , j
CTION AND SAFETY STANDARDS
❑gyp❑ JACOBSEN HOMES
❑„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE:
THm SKaMIM AM DRAWINGS
MONAL. PROMETAn AM 00NRDENML
MATERIALS OF JAC08SEN MANUFACRIRING
DIG SUCN IIATT:iZfALS ARE PRDVSDED TO THE
RECFENT FOR SPEOFTC PURPOSES AND MOST BE
KEPT COIEMTIAI AND SECRET nmu OTHERS
DRAWN BY: O A.
I DATE. 10-24-07
KLV,'LL' IGK:
A
DRAWING TlU:
SITE INSTALLED PITCHED ROOF VENTS
DRAWING NUMBER:
AD—PR-7005
24
3
ROOF VENTING
/ MARRIAGE WALLS
TTP. 10/ SR K CUTOUTS FOR
vDNTiI or ROOr 5[cum
(SEE DIART ►OR R WKWENTS)
r_
100 SO. IN, CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
(16n X SECTION LENGTIt
CUTOUT HOLES
o To iS'-C
I
1S'-6- TO 31'-3'
2
31'-3' To 46 -TNT'
3
46'-TO' TO 6 -6'
62'-6 TD -0
S
I I MARRIAGE MALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
I
�I
MARRIAGE MALLS
c l LOW VENT LOW VENT
•v •-r
I 1=1 050 _ZRG IN. VENTS REDUIRED
t
3 HIGH VENT
I 1' z
--------------r=�
I `CENTER LINE OF CENTER SECTION
Y
Inn i SECT= unia
Na im
too %m
ow
K- 10 if-i
2
1 [A S K
67Io [S-
3
2 [A sat
I M AodTAAI 10 01 MAK KNIS
I
•-r ti-r
R I •'� —� TIP. SO So. it ROOF VENTS r_,I
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
l MARRIAGE MALLS
I
I SITE INSTALLED CENTER SECTION OF ROOF.
J
3
2
W
Z .
W
- o
Ali
�1
UA'NII PMWAL:
AF PROVED BY
JUN 14 ?�
INC
FEDE L MANUFACTURED HOME
CON RUCTION AND SAFETY STANDAROS
NOTICE: DRAWN BY: OATS REV 'LETTER
JACOBSEN HOMES rmSKonCAMG ORAMMARI; R.R. 01-22-04
000MAL PRINAKIARr. NO 00141 11 DRAWING AAE:
P.O. Box 368 111p1� OF A%CDM k~Ac�"'"c ROOF VENTING
PG SAN MATNTNY115 AK 1AWAM TO IK
SAFETY HARBOR FLORIDA 34695 MEOW FOR VM P[WM Asp MISI K DRAY" NWKIL
6-41PHONE (727) 726-I138 PVT (XlIbDIW A� WWI no UbM AD—PR-7006
11r.
PITCHED ROOF EXTENDED VENTS
SIX INSTALLED VENT CAP OR SOLAR TUBE
VENT LAr
(OR SOLAR
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A')
SITE INSTALLED VENT CAP
SITE INSTALLED CENTER
,SECTION OF ROOF ,
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING—
FYTFNO PIPF Z' AROVF %FATFRNG
FACTORY INSTALLED CENTER
SECTION OF ROOF
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
PLUMBING VENT (FACTORY INSTALLED)
CEILING PANEL
rX
SITE INSTALLED
UMBING VENT PIPE
ND 3' ABOVE jR00
(SEE DETAIL �13,)
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
'XHAUST DUCT SPLIT
►ND FASTENED TO ROOF
)ECKING OR BACKER
PITH MIN. 4— 80 NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
�--SHEET METAL
SCREW
.EX 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.
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3_ EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPUCED MTN
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
p� (SITE INSTALLED)
VENT PIPE
0.#-(FACTORY INSTALLED)
DETAIL ' B'
DAM MMVM;
AP40VED BY
JUN 10,
°
INC.
FEDERAL. ANUFACTURED H061E
rnNCTRI I .TIDN AND SAFETY STANDARDS
NOTICE DRAWN BY: R.R. DATE Ot-23-04 REV' LETTER:
JACOBSEN HOMES w-gE�Eamw-sAmm--,csANIE
ORMaw. PROPRETA". NO COWMTIRL DRAWING TITLE _
P.O. Box 368 W- 1pllAl „ARE PROOYYM M II[ PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 RECIPEMT rat SPECiIC PIRFM NO MIST EE DRAWING NUMBER:
PHONE (727) 726-1138 KEPT CafR)EMIK NO SECRET flu olim AD—PR-7007 oo
9R
SITE INSTALLED SHINGLE AND UNDERLAYMENT
15+ FELT TO HAVE A 6' MIN. OVERLAP
AND A MIN. 6" WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENDLAP SEAMS.
r
FW INSTALLED 151 FELT WIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN. V VADTH OF ROOF CEMENT.
15/ FELT ALSO CEMENTED PATH A 6- WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
FIELD INSTALLED ROOF SHEATHING (IYP.) b�
I l
6' WIDTH OF ROOF CEMENT WHEN
I OPTIONAL 15# FELT IS INSTALLED..
I
' I I WNW LAYER OF 151 FELT
i I i I I I J 1
� I
ONE-PIECE SI0111iE
UNDERLAYMENT
ROOF SHEAUNG (TV.)
THIS ROW OF SHIMMES TO BE FIELD INSTALLED AFTER
THE UNDEALAYMENT 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 DECIONG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2'
TO
m m1om = +■MIME =
FASTENING DETAIL
1. CEMENTING OF OPTIONAL 150 FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED �hhnl.
4j:.
�^ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.).1uaf1,
3. SHINGLES INSTAlLEO PER MANUFACTURERS INSTALLATION INSTRUCTIONS n F_ng:rcz;f,, g' mc`
ONLY WHEN SPECIRC APPLICATIONS ARE NOT COVERED.
N0710E
JACOBSEN HOMES rim summs = wim ARE
p =&. PRn WARx MM CmfwwK
Em P.O. BOX 368 NC. � Y 19 U ME PRMW TE
SAFETY HARBOR. FLORIDA M95 REOW:OR Spon PJWM SO W9 NE
PHONE (813) 726-1138 KIM Odi10fl1RK AND ww Ro olm
WINDZONE ILA
(110 MPH)
.ALL EXPOSURES
FMVAL
DYED BY
Revised
Oct 29,2007
INC.
KAAUFAC UREDHOME.
CTIOH AND SAFETY STANDARDS
O.A. 10=24-07
owAWILE.
SITE WTAIIID SHI U AND UNDFRLAYIENT
� Numom AD-PR-7008
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
i
I
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 AS OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA NTH 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 70P OF FLANGE
UNDER SHINGLES. WTH 80770M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED W7H AN APPROVED CAULK).
-
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DAP111 APPROVAL
NOTES.
APPROVED
BV
T NGE FASTENED To SHINGLE T
Afi
STAPLES O.C. (SHINGLES APPLIED UNODERVLowER END OF FLANGE).
JIiIK A 0
INC.
FEDEVALMANUFACTIL)REDIJOWIE
CON
ETYSTADARDS
NOTICE
DRAWN BY:
M.T.
DATE
02-04-04
REV. LETTER:
JACOBSEN HOMES
msE sKamr� Ara m-mm
DRAWNG TITLE. TV. FLASHING INSTALLATION'
y 'M pU~AC1L"X CWMTM
„ P.O. BOX 368
SAFETYPHONE 3)
rIG SUCH W11CRURS ARE PROVOED 10 11[
Komi NO CREI "M O,�
oRAWrlc NuueER AD—PR-7009
(HARBOR.
726-1138,695
9R
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS
3 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-CCYINS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. l E4 ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ,NSTAL:-m
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME RE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SI.PPL'ED BY OTHERS).
S VERTICAL TIE STRAPS MAY BE SUPPLED 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 INT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHAM BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS-VOABER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE PATH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH 1HE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SIDING FORCES
14. "ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDLIHES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES)ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING P,EQII;REMENTS. ALL BLOCK:YG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE 1I AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR .SPECIFIC INFORMATION ON EACH.
ENpNEER``kQQSl1t "D'N/41/''
0
4-P- Q•'' \STE .��a
); qZ No.RFo'..'L
ENE8703571.':
JACOBSEN HOMES NOTICE /h/p
THESE SPEOnCAnMS AND DRATYN Is ARE
„ fill
OIEONAE, PROPWETARY. AND CON Mr&AL fDRA
P.O. BOX 368 MATERIALS OF .IACODSEN MANTFACIEATINC
SAFETY HARBOR. FLORIOA 34695 aK SiCH MATERIALS ARE PRONGED TO THE
DI REWT FOR SPEOAC P.RP= NO WSi BE
PHONE (813) 726-1138 IOPT COIdMRq AND SECRET EROY OTHERS
ftj
ED BY
jLN J.510
�
44, f1 INC � Anv�WaME
AWosaETTSTuouq
C.L.Y.
DATE: 5-19-95 REV. LETTER
e TD—GENERAL NOTES A
9:R AD—TD-0001 `
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(�1
MIN.
W140 ZONE II
WIND ZONE I,II!
DIN. Ott.
ENO OF
ANCHOR
AN
MIN.OTY.
E END OF
MiCHOR
A1iCaF
�J
FLOOR
�4
WIDTH
�t
A SECTIONEA.
EA.
YIN.. 6
EA SECTION
111N. B
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
2
50'
3
38'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE n
WIND ZONE III
sAaNc
DEL. HEAD
ANCHOR ANGLE
SPACING
DEIL HEAD
ANCHOR ANGLE
FLOOR
EAVE
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'
3150#
40'-50'
25'4
12'
8'-0,
3150 j
40'-50'
6'-8'
31501
40'-50'
26'-8'
12'
5-0' 1
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
EA. END OF
ANCHOR
MIT OTY.
EA. END OFANGLE
ANCHOR
WIDTH
Eti SECTION
ink
IN. a
Ex SECTION
MIN. e
20'-0'
2
50'
2
68'
24'-0'
2
70'
3
50'
25'-4'
3
1 45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE N1
SPAaNG
DEL. HUD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0*
IF
5-4
31501
40'-45'
4'-0'
31508
40'-50'
24'-0'
12'
S'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
25'-4'
12"
54 1
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5-4'
31501
40'-50' %%%1
1111111, '-0'
31501
NOTES:ENGINEER`
O�'C�^/a,
DANA APPROVAL
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
'�t�``�� Q4rG� N 0 RFo.�/�j i
PPROVED BYE
2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOL£.
:• EiVE8
5
OF: Q-=
INC.
OIA� N� .�
',, �lJ,'•.,•.... � �.
►��,�
tra,e,crc.rasA,ETlswtAlloe
JACOBSEN HOMES
■
NOTICE:
THESE SKOnCATIONS AND DRA"NGS ARE
ClaGINAL, PROPRIETARY. AND COWDENTIAL
iORAtM�b ••
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAMANG TITLE:
MATALS OF JAC06SEN MNAA'ACTURING
TRI
NORM. SPACING TABLES
P.Q. BOX 368
„ SAFETY HARBOR. FLORIDA 34695
NC SLCH WATEM&S ARE PROMDED 10 THE
REOPUR FCR sErnc wuom AND IGAT DE
AND SEA rRW 07HEM
DRAWING NUMBER:
AD-TD-0010
PHONE (813) 726-1138
IVT CWMnk
30
ADDENDUM
slot 11
ALTERNATE TIE —DOWN SPACING TABLES � �1
ZONE II & III/EXP. C �4
LONGITUDINAL TIE —DOWN SPACING TABLE
y�
IND ZONE u
IND ZONE N
FLOOR
�TM
NR W.
u ff
ANm
AwaE
0L My.
aF
AM
MaE
sm
u �>�
a e
u w socaoM
mK B
2
54'
3
40'
24'-0'
2
54'
3
40'
254
2
60'
3
4T
26'-6'
3.
ff
3
48'
3
4T
4
41'
(SEE NOTE 14 FOR ANCHOR ANGLES)
VERTICAL TIE—DOIN / FRAME TIE—DOTIN SPACING TABLE
YIN.
wix
IND ZONE 11
WIND ZONE 11
s°w�s
I lL IEw
LaVD
AIMMILE
�"
OBI. WA
UMD
Nitl10k WE
FLOOR
IMW
EAVE
OVERHANG
1'2S 4'
12'
6-4'
31501
40-45'
S-4'
31501
35-40'
1 244
12'
S4
3154
40'-45'
S-4'
3150j
35-40'
254
12'
51-4'
315V
40'-45'
64
31501.
35-40'
12'
T 4'
3150f
40-45
5'4
3154
30'-8'
12'
54
31501
40=45'
5-4'
31501
35'-40'
(SEE NOTE 14 FOR ANCHOR MGLES)
4e,%J1111111/psj,,, C. DpF
`eo
�• No 45484 ,^ m
all
-� a
+
O ; G
o O •. . ® REF. CALC.
'�A�F'�.� Q'•
F� 1 O ��oe C-TD - 215.01 - 215.20.
<� • •..... • E? ee
.s
NA' ,E��eo•
S•
ENptm APPROVAL•
DAPIA APPROVAL'
1.
SEE 0-M- 1 FOR ADMMAL REN E101M
APPROVED BY
00
4.
SEE AD-M-0011.1 FOR YAM W M MMIS ffAM ED FOR 1HE LOADS
16,2009
TABIAATED tamJun
DEWI ON 1M PAM AMICABLE TO DO M LADES ONLY.
I N C
3'
TE-000
.
4.
NO MOM ANGLE S11 W BI 11E CHART ABOVE CANNOT BE ACHEYFD,
FEDERAL �pIFACfURFD NOrE
ODNSIRDCIIDA AID SAFFn SfANDARDs
96TALM AN APPRDO STAKW PLATE
JACOBSEN HOMES
N�1iC
►
DUN Ft
M.T.
DAZE:
06-04-09
REk LETTER:'
'kTERNATE SPACING TABLES
MMU Of d/COW MWAC UM
P.O. Box us"
SAFETY HAR"" FLORIDA 34M
PHONE (613) 726-1130
IE�ammss RSUM # � WM W 1 AK MW N K
m" cmmmA� n mT m am
MAIM NLR
A�-T�3-001 �,1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
YAA. rLn Nr-llr•wlu IFAXE rcn rar lu-WIV �.wr. r.n rar.rw.v ..-_• .... ... .� ...�— .-_ -_ -
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE -DORM EMOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOT: 5 FOR
11030 HEIGHT
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTE50IATS TIE-DO11N 'EL
ENGINEER
NOTES: ARPROVAC eoCp''�%�4 AL,
1. SEE AD-TD-0010 FOR SPAONG TABLES �G
\S EgFo..rL i .:
2 SEE AD-TD-0010 FOR WANTHY OF LONGTUDIAL TIE -DOWN STRAPS REQUIRED. Q No. - I 2
3. SEE OM DETALS FOR BLOH]OHG (PIER) QUMEnTY AND OTHER REQUMAENTS. - - ENE8703571 INC
4. SEE AH3-TD-0001 FOR ADDITIONAL REQUEREYENTS _ I v
PA yNy1iC11/®NOE
5. ZONE 2/E0POSURE V. 60' MA)MIUM HEIGHT ' '� cJ dT� i ��W � Nov=
ZONE 2/EP05URE V; 44' MA)MM HE7GHT :�0••' "7�9 P' •� .� REF. CALCS
ZONE 3/bP0511RE �C: 40' MAMM HEIGHT �, �` OII'�,.•'•��
ZONE 3/EXPOSURE V: 36' MAXiV HEIGHT �ii,��Ftis+/O • • �,� `���`�
NOMM Oe "� C.L.Y. DATE. 3-27-95 REV LETTER.
J AC O B S E N HOMES mx SPECnCA7=S AND DRAWTHM ARE ...
OTOONAL. PROPRIETARY. AND COIM10 NM DRAWING nnE:
MATERIALS OF JACOBSENN MANWACROW FIGURES 1.0 AND 1.1
P.O. BOX 368 NG SUOI MATERALS ARE PRf,YOO TO THE
SAFETY HARBOR. FLORIDA 34695 RFCPENT Fat VEDF PUiPM AND MUST BE DRAWING NUMBER
PHONE (813) 726-1138 WT COIFWlK AM =W IRa VWM AD-TD70011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE —DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION
SHOWING ' VEDOWNS aAOR
TV.
ANm ANGIE jsEE NOTE P) amm mu (SEE NOTE P)
FIGURE 1.1
MMM Basin ON 951/f X-BEAM cENTERs AND 96. KGH MRALLS)
NOTES:
1. SEE AD-TD-0010.1 FOR SPACING TABLES
2. SEE AD-7D-Om0.1 FOR QUAMIY OF LONGIIUDIAL TIE-DOV91 STRAPS REQVARED.
3 SEE OTHER DUAILS FOR BLOC W (PER) QUANTITY AND OTHER REQUIREMENTS
4. SEE AD-TD-Dom FOR ADDRIONAL REQUIREMENTS.
5. ZONE 2/EXONXSM 'd, 67' MAXIMUM HEIGHT
ZONE 3/1 VOWRE 'C': 56' MAMMUM HEN;NT
6. WHEN ANCHOR ANGLE SHOWN ON AD-ID-0010.1 CANNOT BE ACHIEVED,
INSTALL AN APPROVED STAEILUER PLATE
e�pesssaeeeeese
tie®°�� C • �d� ��oo,
0 o'a,
m°®11e114I NAe ®s�aeee
as
SE NOTE 5 RXR
YA1015UY IEIBIT
APPROVED BY
ON'
Jtm 16,2009
INC.
FEDERAL MANDFACNRED HOME
CONSTROCf10N AND SAFiW STANDARDS
F. CALM
GTD- 215.01 - 215.20
NOTICXt MAWR nT: "n'� �••
JACOBSEN HOMES TIC uwm Aw m M.T.os—o�—os
MA AIS AWFAO>u> G DRA1xNc ' MURES 1.0 AND 1.1
P.O. BOX 368 W. SIOII MATLIOAIS AK PRMM.7011E
SAFETY HARBOR, FLORIDA 34695 ROX W Fat SM R1P= NO WST E DRAWING NUMBER
PHONE (813) 726-1138 JVT CG16IDW L Alm Rif FROM OpI K AD—TD-0011.1
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
t
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
Yw• OTr•
EA. END OF
EA SECTION
ANCHOR
ANGLEEA
YIN. 9
YIN D
END OF
EA SECTION
ANCHOR
ANGLE
YIN. 9
12'-0'
2
43'
2
I
55'
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
1.
FLOOR
WIDTH
EAVE
OVERHANG
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
8'-O'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
O
MIN.
WIND ZONE II
WIND ZONE III .
FLOOR
WIDTH
MIN. OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
YIN. A
UK OTT.
EA. END OfANGLE
EA. SECTION
ANCHOR
YIN.. 9
12'-0'
2
64'
3
41'
12'-0'
3
37'
1 4
33'
�t'(Q
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
WND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANLLE
SPACING
DEL HEAD
LOAD
AN010R ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
5'4
3150#
40'-45'
4'-0'
3150-
40'-50'
13'-4'
6
5'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
NOTE
1. SEE AD—TD-DDO1 FOR ADDITIONAL REOLIMENTS
2. SEE AD—TD-0013 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
3. MAX. EAVE OVERHANG REFERS TO OVERHANG AT SIDETWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO I60' FLOOR OR 144' FLOOR WIDTHS VATH 95 1/2'
1—BEAM SPACING 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAMLIM SIDE
OVERHANG (6' OVERHANG MAX. EACH SIDE OF UNIT).4t`�
ENGINEER, f'7 ,!//��i
�GV$TE9�. F,L.
� N0. O %JLN
ENES703571 =
* '
�-_SITA%TI�'= AF � :
1 ��'• (.l� �� �
��. '• �t ,
'!�Oia�
DAPIA APPROVAL'
APPROVED BY
1 5
f N C
FLOM WMlfAETM"M
C93fil�IR71 AlO SAFETY SiMGMLA
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-113B
NOTICE: A//Fq 11
rasf sKa'1CATWNS AND DRAWNW
ORDINAL PROPRIETAAY. AND CMnDOIR&
MATERIALS OF JACOBSEN MANUFACIMNG
pK 9WARMS ARE PROWED TO THE
fUR
REOINT FUR SPLUX PiPRM AND WST 81
IQPT cwl w,,x No SECRET FROM mum
1111`1"� C.L.Y.
OATS: 5-30-95
REV. LETTER:
/ \
DRAWING TITLE:
NORM. SPACING TABLES
DRAWING NUMBER:
AD-TD-0012
34
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.2
SO FI M 2.0 FOR 1LTH IR M-DOW WMD
FIGURE 1.3
SFB MUU 7.0 FOR ALMATS M-WVX ROD
SEE NOTE 5 FM
101M HW
1. AD-m-0012 FOR SPAONG TABLES Na N07ES
2 AD-m-0012 FOR Ix1A1m of LONaIUDIAL ME
���\�' '.. • DoF
`` �srE ' �F'-.,,
` '�G qF
APPROVED BYP,
-Do S7RAPS REGUIIED.
-. 2 s
3. 070 MTAIS FOR BLOQONG (PIER) OUAN7I7Y AND 07HER REOUFROBA IMM
Q` N0. O Z
4. AD-m-ooDl FOR ADDInoNAL REOuripuEN7S
EN 870357il
��
-5. ZONE 2/DMRE V. 30' YA)MM WMT
V:
ZQNE 2/bMRE 48' YA=UY RMT
ZO�E 3/DPOSURE V- 28' 4A1OW111 HEIGHTWtft
V.-
A ` o f
•' •
���
ml*CnM
�
s
ZONE 3/DZO AE 60' NAXWJM HEIGHT
; / . .�
..
•�
u
JACOBSEN HOMES
7HESESPECilp►naaAmIRA' AN
�°Rw`� C.L.Y.
5-19-95
P.O. sox 3W
CMQNAL. PR0P1 UMY, AID ooNFlDom
MA7s OF �M I,NVAc1U M
�►cl>
DRAYANG n1LE:
FIGURES 1.2 AND 1.3
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
D_ SUCH MAIM S W PMWD 70 18E
Nimm FOR sum gpp0g5 NID 9M II
lur cmrm m#t me mm FROM amm
H
pRAYANG MIYBER
AD-TD-0013- -
4C
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
..,,L111TI111.._
�WQr\S E,q �:occ ��'%
DAPIA APPROVAL
1. SEE AD-TD-0010 FOR SPACING TABLES
�: Q�' No. FO '?
APPROVED BY
2. SEE AD-TD-0010 FOR OUANITF OF LONOITUDIAL TIE-DOIIN STRAPS
REOUIRED.
ENE8703571 -
5
3. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REOUIREIIENTS.
4. SEE AD-TD-0001 FOR ADD17IONAL REQUIREMENTS.
NIPFINC
•
��'FSS1Q
A� E�
'A��rrrrrrr"
A� ����.
%%%
JACOBSEN HOMES
NO717CE:
THESE sPEancwnONS AND DRAVANGS ARE
DRAWN BY:
C.L.Y.
OAIE:
5-19795
REV. LETTER:
P.O. BOX 368
ORIGNAL PROMEURY. AND OONF1DOr11AL
MATERIALS OF JACRTgN YNATFACIURINC
YCR TT A� 1MDSTHE
DRAWING TITLE.
FIGURE 2.0
SAFETY HARBOR. FLORIDA 34695
REOar Ms A
DRAWING NUMBER
PHONE (813) 726-1138
PVT OOrQDE nk me moo FROM OTHERS
AD-TD-0014
ADDENDUM
ALTERNATE TIE -DON SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOiNj INSTALLATION METHODS
SIDE VIEW OF PAIN FR".-
1 --DOWN STRAP --
SIC OTHER2AP
FOR nE-DM \ -
SPECIFICATIONS,
APPROVED ANCHOR WELDED TO
WAIN I -BEAN (SEE OTHER DETAILS
SEE W-TD-0200 FOR FOR MELDING) TO BE INSTALLEi
RADIUS CLIP DETAILS AT E FACTORY.
REWIRED INS LOCATION). (MW. 31501 %PRANG (DESI;N] LOAD
AND 47251 ULTIMATE LOAD.)
D ANCFKL
THER DETAI S FOR SIZE,
A. OTHER INSTALLATION N01ES
SC ID HEADER (CROSWEMBER)
SIDE M
I. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-TD-0010 FOR OUANITY Or LONGITUDIAL TIE -DOWN STRAPS BEOUfiED.
I SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OMER REQGREMENTS.
4. SEE AD-1D-0001 FOR ADDRANAL REOIAREMENTS.
FIG URE 2.1
X 3/4' HEADER 1
CUT INTO HEA• MUST BE LOCATED
FOR STRAP ATTACHMENL MITNN S' OF MAIN
(FACTORY CUT) CHASSS I-BEALL
SEE AD-M-C203 FOR
RADIUS CLIP DETAILS
(REQUIRED THIS LOCA1,1011).
GROUND ANCHOR'
SEE 01HER DUALS FOR SIZE,
ANGLE 'ANO OVER IISTALLA110N NG rS,
�htrR APPROVAL
i
.0..
-i�NAlts ;;;,�
malOR BRACKET AND TIE -corn
DEVICES ARE CERTIFIED BY 0110S
FIGURE 2.2
'.A APROYAL•
=M TWARM OI. un�c. ncr. L:ntN;
JACOBSEN HOMES THESE SKWICA?ONS AND CRA,ThGS AU . C.L.Y.. 6-13-95
OAIGNAL FRG°XIART. AQ CO"O1TIIL CRAINING TITUL, FIGURES .1 do 22
.� �; P.O. 80X 368 VATOWS OT JACWSEN WN"ACTMIG
SAFETY HARBCRi, FLORIDA 34695 W- SUOI MAWKS A"E PRO"D TO THE
F
PHONE (813) 726-1138 cl�jq#ammnyo� DRAWN. NWB[R AD-TD-0015
LONGITUDINAL STRAP ATTACHMENT
TrPICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES: '
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE I STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
AM CLAMP, AMANUFACURED BY
I ENGINEERING, PART 159011
CTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL
A PROVED EY
15 20
INC.
FEDE AL MANUFACTURED HOME
DON RLICTION AND SAFETY STANDARDS
. . NOTICE DRAWN BY: M.T DATE: 6-12-01 REV. LEMM:
t -JACOBSEN HOMES THESE SPEOFlGTIONS AND ORAYMUS ARE
'ORIGINAL. PROPRIETARY, AND CMDENTIAL DRAWING TITLE: _
MATERIALS of JACOBSEN MANUFACTURING LONGITUDINAL STRAP ATTACHMENT
P.O. Box 363" LNG SUCH MAMMALS ARE FRONDED 10 THE
SAFETY HARBOR. FLORIDA 34695 RECPIflIT Fat 9W PURPoSES AND MUST BE DRAWING NUMBER:
PHONE (727) 726-1136 KEPT 0M4 AND SEW TRDIJ OTHERS AD-TD-0016.
WNFi
38
ADDENDUM Q�0
OFFSET UNIT TIE -DOWN SPACING TABLES S��
ZONE `II & III/EXP. C& D C6� 1 1
/ (�1
v
w 0�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
UIN. OTt
EA. END OF
EA SECTION
ANCHOR
ANGLE
UK a
UK oTY.
FA END OF
EA. SECD011
M CROR
AMU
UK 0
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4' .
3
38'
3
50'
VERTICAL TIE —DOWN •/ FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
(MOTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
MEAD
LOAD
LOAD
ANCHOR ANGLE
SPACNG
DB. HEAD
LOAD
ANCHOR ANGLE
10'—o"
12'
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0"
12"
4'-0'
30001
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
111 o
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
VIM. OTT.
EA. END OF
FA sECTNaN
ANCHCR
NON.K a
UK oTY.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
� UK e
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
IS-4-
3
58'
4
48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING -TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPAONC
DHL HE/:1
LOAD
ANCHOR ANGLE
SPACING
DBL�
ANCHOR ANGLE
10'-0"
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8"
31501
40'-50'
13'-4"
12"
4'-0'
30651
40'-50'
2'-8'
30001
40'-50'
NOTES:
ENGINI�tM� EV�QF� A
ir�D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDINALL OF
THE
REVISED
ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
.• /
WITH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
TIED
•�
SEP 0 9 1
ABE
DOWN INACCORDANCE WITH THE NORMAL SPACWG TABLES (AD-M-0010). .
� � s.
2. SEE AD-M-0601 FOR RDOITIONAL REQUIREMENTS.
-CT ' �.
INC.
3. SEE AD-M-0021 FOR MA)OMUM PIER REMIT REWIRED FOR THE LOADS TABULATED
ABOVE
p
��-t`''•!%1��g6r ' ��;� FED
�,�, (�• t'? l Ar`. •' \����
RAL MANUFACTURED HOME
CONSTRUCTION
AND SAFETY STAND
LD
JACOBSEN HOMES
NOTIC& �> nnI I
TNESESPECnCAnONSAND ORAWWCSARE
1 of .
R.R.
DATE:
8-27-96
REV. LETTER
S
BOX 368
OPodNAL. PROMETARY. AND CotinDENTML
MATERIALS OF JACOBSEN MANUFACTURMIC
ARE PROVTHE
BP.O.
DRAWING TIRE-
OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REpPIENF rOt gE�s NqO
ORAMING NUMDER
17PT C"WnX AND SECRET FROM o11E1t5
AU—To-0020
39
ADDENDUM
z
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN METHOD
TYP. CROSS SECTION(S)
SHOVING TIEDOWNS
SEE NOTE 5 FOR
MNmAUY ffIGLFT
[TABLES ON /AID-OD20 DM APPLY III
TO TRE3E STANOARO {A1LTI-EWE SECAOIS
OF THE UNIT -SEE NOTE 1, AD-1D-Ml
TYP. FLOOR SYS10d-7 III TYP. CROSS -MEMBER
ANCHOR ANGLE ANDIOR ANGLE
ANGLE ANGLE
FIGURE 3.1 FIGURE 3.2
SEE FIGURE &0 FOR ALTERNATE TIE-DOAN METHOD �ALTERNATE TIE -DOWN METHOD
DAPIA APPROVAL•
NOTES: .`�` O ' G�STFR •' cc �
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �� Q�' N 0. gyp' ' v APPROVED BY gyp.
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY) _ ENE8703571 z
3. SEE OTHER DETALS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. _7N rfl
i`
4. SEE AD-TD-000I FOR ADDITIONAL REQUIREMENTS. INC
5. ZONE 2/EXPOSURE 'C': 44- MAXIMUM HEIGHT %��'• //L�L7L f.'�� F V Ley
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' ®24' WIDE MIN.)ZONE 3/EXPOSURE V: 32' MAXIMUM HEIGHT
ii �t`�'•.,...... .'
ZONE 3/EXPOSURE V.- 32' MAXIMUM HEIGHT (44' 0 24' WIDE LAIN.) ���''%,s�ONAI
JACOBSEN HOMES
NOTFCE
THEE sPECIFICAnoNS AND DRA1MNGs ARE
DRAWN BY:
C.L.Y.
DATE
5-11-95
REV. LETTER:
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTLA�ING
DRAYTING TITLE:Lium FIG. 3.0, 3.1 & 3.2
n
,\
❑„❑
P.O. BOX 368
INC. SUCH MAMMALS ARE PROVIDED TO THE
'/
SAFETY
RRPogSD
DRAWING NUMBER:
PHONE (813)F726'D1384695RECIPIENTFW�
SECRCT � �
AD—TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtiVN SYSTEM
TYPICAL SIDE ELEVATION (WI OFFSET SECTION)
SHOWING TIE — DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
k
0
``Er..OV CC0���4
DAPIA APPROVAL
1. SEE AD-ID-0020 FOR SPAO4, TAKES (OFFSET SECTION ONLY).
'�O ��6 SOE•9�O
APPROVED BY.
2. SEE AD-TD-0020 FOR OUANITY OF LONGi MAL TIE -DOWN STRAPS REOUIRFD.
(OFFSET SECTION ONLY)
Z
PE8703571 I-
-
S 5
3. SEE OTHER DETAILS FOR OLOCENG (PIER) OUANTITY AND OTHER REWROo(NTS. _
4. SEE AD-TD-ODO1 FOR ADDITTCCAL REOUIREMENTS. _
•
r.
INC,
Qr C);
'`F�•.NCl1AN�'•� �.
co,iwc,orroyvst.twcw
rJAL
■
JACOBSEN HOMES
P.O. BOX
THESE SPEDfiGT104 uro DRAW= ARE
WONAL. PNOPPoETART, AND COti10DITIAL
MATERIALS OF , MSD UARNACIUaNG
T1RAwN BY. C.L.Y.
DAB' 5-11-95
R>y LETTM
/►
A.
DRAwWG TIM
B�ryry
4.0
„
SAFETY HA?oOR. FLOORIRi DA 34695
9" MAtE%" Aa PSI%= TO TICnG.
OIG uOPprt ►R start PLIMM wo SET x
DRAWING NUMBER
PHONE (813) 726-1138
PVT to MTA AM WOO no OTIM
A0-M-0022
41
ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES Q
ZONE II & III/EXP. C & D
/
LONGITUDINAL TIE -DOWN SPACING TABLE
(+1
MIN.
WIND ZONE it
WIND ZONE III
VIN.OTY.
ANCHOR
MIN.OTY
ANCHOR
C �J
FLOOR
WIDTH
EA. END
N
EA END
ANGLE
O�
oN
EA. SECTION
MIN. a
EA SECTION
MIN. e
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
254
2
50'
2
67'
26'-8'
2
55'
3
M.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL OAD
ANCHOR ANGLE
SPACNC
DBL HEAD
LOAD
ANCHOR ANISE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-0'
12'
4'-0'
37001
20'
4'-0'
3950#
20"
254
12'
6'-8'
40001
15'
4'-0'
39501
22'
26'-8'
12'
6'4
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. Ott.
ANCHOR
u1N Ott.
ANLE
FLOOR
4DTH
EA END OF
ANGLE
EA. END OF
ANGLE
�g
0�
EA SECTION
uDL B
EA SECT0
MIN. 9
20'-0'
2
50'
N/A
N/A
�•�4
24'-0'
2
70'
N/A
N/A
25'-4'
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
I N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
DBLANCHOR
ANGLE
SPACINGLOAD
DBL HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
40001
2T. , ,,,,I
.11, N/A
N/A
N/A
NOTES:
ENCI%il PR,!t1-p0� "Opt
DAPIA APPROVAL•
1. SEE FOR ADDITIONAL REOUIREIIENTS
Qr.;`* \S t QFO. /Ij �ii
_ _ -• _ • _ ... .
AD-TD-0001
`
�: No.
_
2. SEE AD-TD-DO31 FOR MAXIMUM PIER HMT REOUIRED FOR THE LOADS TABULATED
EINES703571ABOVL
3. 20 W1DES -82' MAXIMUM I -BEAM SPACING ONLY.
6%2�}7 •J -
—
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
i•'' �^/ C' :`
_ ... ...- .
JACOBSEN HOMES
N077CE Ttt 19RNMN'
THESE SPE011CATIONS AND DRANNGS ARE
C.L.Y.
DATE
6-13-95
REV. LETTER:
TITLE
ALT. SPACING TABLES
OIEONAL PROPRA:TARY. AND CONI1001TM1 DRAMNG
MATERIALS OF JACOBSEN MANNACUM
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
INC_ SU01 MATERMLS ARE PRMDED TO THE
9011INT rOR SPEC4lc KffM AW mat K ORAMING
Onus
NUMBER:
AD—TD-0030
PHONE.(813) 726-1138
MT COI WR4 AND SEOtET ROM
42
ADNDUM
o �,00* ALTERNATE TDEEDOWN SYSTEM(S)
,00 �
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SST NOTE 4 FOR
MAUM HEIGHT
L
FIGURE 5.0
4' MAX VW SEE FIGURE Ll FOR RECOID[F?IDED W-DOI IN, fflHOD .
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000. POUND ANCHORS
na USING THIS TIE-DOV CONEGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR MTH. A DESIGN WAD (TORENG LAID) RATING OF
4,000 POUNDS AND AN ULTBUATE IDAD HATING OF 6,000 POUNDS MUST BE USED. AN EQUIYIIART ANCHOR MEETING THE ABOVE SPECIFICATIONS 1UIDE'BY
ANOTHER KMACTURER MAY BE USED IN IEU OF THE S= CREST PRODUCES ANCHOR
b S:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN I
'D',
ALL WIND ZONES AND PI BOTH EXPOSURE 'C AND EXPOSURE HOWEVER, BY
1. SEE AD-TD-0001 FOR ADD1710NAL REWIREMENTS
INSTALLING THE FRAME 71E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIONC (PIER) QUANTITY AND OTHER REOUIREMENTS
HEIGHT OFT THEY REDIM SEE OTHERDETAILS FOR THE
nA
METH�FORG�NSTNG 1E
RECOMMEND3.
FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-DO30).
EH,3R PROVALy1 ^ ' •;�
`�R V4�
DAPIA APPROVAL'
4. ZONE 2/EXPOSURE 'C% 3TC MA)w..OM HEIGHT
'D': MAX%IJM HEIGHT
2/EXPOSURE 27'
ZONE 3/EIPOSURE'C': 30' MkafJM HEIGHT
����`
��'i�
O �1STEy ...� ���
_ • - -
_:;- _ •_
ZONE 3/EXPOSURE TI': THIS APPLICATION IS NOT APPLICABLE.
No,
r 1
ENES7012
PIZ
01A
NOTICE: 'I'Ini
CRAWN BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
JACOBSEN HOMES
THESE SPEOTICA➢OHS AND DRAWINGS ARE
ORAWNG 71TlJ :
FIG. 5.0
A
CRIONAL. PROPMETARY, AND CCNTMTK
MATERIALS OF OXOtiSEN MAHuFACT"G
P.O. BOX 368
SAFETY. HARBOR. FLORIDA 34695
DEC. SUCH MATERULS ARE PROVIDED TO THE -
REWW FOR SRCEIC ROM AM VM BE
DRAWING NUMBER
AD-TD-0031
PHONE (B13) 726-1138
JUT CD MTLAL APO SECRET INDM OTMM
43
��cl��t
'10 1•N��� , ADDENDUM Res
�aRs
►��►� R�Q�
"� 'I"-- C�� ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
51 �' 6
ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
Mill
WIND ZONE II
WIND ZONE III
FLOOR
MIN. Ott•
ANCHOR
MIN.OTY.
ANCHOR
S `4
MDTH
EA END
N
EA ENO OF
N
E.A. SECTION
YIN.. 9
EA gCTICN
MIN.6
20'-0*
N/A
N/A
N/A
N/A
24'-0"
2
42'
2
53'
10�
25'-4'
2
45'
2
58'
26'-8'
2
48'
3
3-7 °
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
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
1 12'
1 4'-0'
40001
20'-30'
4'-0'
4000#
20`-30'
25'-4'
12'
4'-0'
40D0 j
20'-30'
4'-0*
4000#
20'-30'
26'-B'
12"
4'-0'
40D0j
20'-30'
.4'-0'
4000#
T 25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
HIND ZONE II
WIND ZONE III
MIN. Ott.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
EA. END OF
AN
A EN
ED OF
ANGLE
EA ACTION
YIN.. B
EA SECTION
YIN. 9
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
254 1
2
1 66'
3
1 48.
26'-8' 1
3
1 41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DeL. HEAD
LOAD
ANCHOR ANGLE
SPACING
Del. HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0"
12"
S-8'
4000 f
20'-30'
2'-8'
4000#
20'-30'
25'-4'
12'
4'-0'
40001
25'-30'
3'-2'
1 4000#
15 -30'
26'-8'
12'
4'-0'
40001
25'-30'
S-2'
4000#
t 25'-30'
NOTES:
ENGINEER IffieNUmN1///�
DAPIA APPROVAL:
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL DaENDDiG BEYOND THE ENDWALL OF
���\Y C"DO''��
CO'•
E9,t`'�o��'�
PPROVED BY
THE ADJACENT SEC110N MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
PATH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
��`�•'�G
i�0. _
�1 1 4
BE TIED DOWN IN ACCORDANCE YATH THE ALT. SPACING TABLES (AD—TD-0030).
E r.I?i
-ON
I
INC,
2 SEE AD—TD—OD01 FOR ADDITIONAL REQUIREMENTS.ST
FOR PIER
_
• 1
: �•
m
3. SEE AD—ID-0033 MA)<IMUM HEIGHT REQUIRED FOR THE LOADS iA8UU11ED
ABOVE
i 0: • �.
•., y Q7� �.�..'a��
JACOBSEN HOMES
NOTlC9'. ���� L'
THESE SPEaT1CAum AND O vmMs'/I 1
% r`%%k
1„,`` C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAWING TITLE ALT. SPACING TABLES
LHE P.O. BOX 368
MAGNAALSROWF JAC M MAN1LW
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
W_ SUCH MATERIALS ARE PpOMOm TO THE
REOPOR rat Spam RJv= NO WST K
IVT a 14WITIAL MD SEOU maM ORM
DRAWING NUMBER:
AD-TD-0032
dd
�E
mcp 15N°`'1 OIL ADDENDUM
`11 ` cs g ALTERNATE
TIE -
DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING .WDOWNS
SEE NOTE 5 FOR
MOM HF1tiiT
mu ANIEE
[TAli1:5 0; WS-OOS2 GOO APPLY
TO M STA1I= MULT;41 mcm
G THE UNIT -STE MOLE 1. AD-ID-00,T7.)
TOP. FLOOR SYSTEM7
ANCM ANOE
TV.
mom ANOIE
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 0.1 MR RECOMMENDED 71E—DOWN METHOD SEE FIGURE 12 FOR RECOMMENDED TIE —DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE—DOI,,1 CONYIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 4j AUGER ANCHOR TRH A DESIGN LOAD (TORKI NG IOAD) RATDIG OF
4,000 POUNDS AND AN ULILYIIIT: LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVD,ANT ANCHOR MEETING THE ABOVE SPECMCATTONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN 1EU OF THE SLYIE CREST PRODUCTS ANCHOR
THE ALTERNATE TIE -DOWN METHODS SHOWN ABORT: ARE ACCEPTABLE FOR USE N
I. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS. ALL WJID ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER, BY
2. INSTALLING THE FRAME TIE-DOWTN STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX
SEE OTHER RETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS, HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-002OZ RECOM1IEADED KU M FOR INSTALLING FRAME TE-DOWNS.
FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DOTO). ENCOM III, DAPIA APPROVAL -
(ALSO SEE AD-TD-0020 AND AD-TD-0021) �., % Dqt
J4,
ZONE 2/ENP�RE V.- 24 MAXIMUM T�T � � PPROVED BY
ZONE 2/EXPOSURF 'C': 2V MA70 U HEIGHT�OG, Np �Fp 2'':
ZONE 3
ZONE J/EXPOSURE TT': 28• MAXIMUM HEIGHT E87 ' S
INC
.v
Nonce
"
CLY. DAB 5-30-95 REV` LETTERI
JACOBSEN HOMES THMSPEOnCATMS ANg RAW=L;r
„ MATDiP.O. BOX 368 �ALS COW VMFAC7UW
SAFETY HARBOR, FLORIDA 34695 "- WN MATUWS ARM PROW= To THE FIG. 6.0 & 6.1
REM M FOR 7EOFIG M"KS AID W 6E DRAWING NUMBER:
PHONE (813) 726-T138 Tarr COWDENTIAE NO Nor mom OU.M AD—TD-0033
G•
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
W,ND ZONE II
WIND ZONE III
W.N.OTY
ANaGR
YIN. ITT.
MOOR
FLOOR
WIDTH
EA ENO OF
AN
EA. END OF
ANGLE
1�
EA SECTION
UN.. a
EA SECTION
YItK B
12'-0'
2
43'
2
55'
13'-4'
2
50' 1
2
68'
10
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
D' HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANQOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
6'
5-4'
38501
25'
1 5'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
Y.N. Y.O
ANCHOR
T.O
ANCHOR
FLOOR
WIDTH
D
EA END O
fA SECTION
ANGLE
YIN. 6
EA END O
A. E D
EA. SECTION
ANGLE
YDl 6
O v
V
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
SPACRG
D EL o�
ANCHOR ANGLE
SPACING
D oKEAD
AD
AN04OR ANGLE
FLOOR
WROTH
EAVE
OVERHANG
12'-O'
6'
4'-0'
39501
25'
2'-8'
3930#
20'
IS-4'
6'
4'-0'
39EOJ
25'
2'-8'
40001
30'
THIS ALTERNATE APPLICATION REQUIRES 4, POUND ANCHORS
,,000
NOTES
ENpINE�NS%`PR�L OF������
DAPIA APPROVAL
1. SEE AD-ID-0001 FOR ADDITIONAL REOUREMENTs
No 9FoF2��'.
APPROVED BY
2 SEE AD-TD-DO76 FOR MAXIMUM PIER HEWTS REOIARED FOR THE LOADS
z: �i
TABUlA1ED AM_
EN �8703571 _
5
NIP
3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
=
INC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WH 95 1/2'
y�p�;•., 6 '4' N ..� ������
�01
wcraAlOiy;TT
I -BEAN SPACING 96' MAXIMUM SIDEWALL HEIGHT AND 6- MAM M SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF LINIT�
fit` • • (�\ �•
JACOBSEN HOMES
NOTICE 'ffj
TNESE SPEOFlWTIONS AND MUM ARE
CMQNN.TRUPROPRICTART. AND 001610DIT1AL
�NF�
C.L.Y.
DATE
5=30-95
REV. LETTER:
A
DRAWING TITLL'
SPACING TABLES
P.O. BOX 368
MATLS OF JACOM M"FACIMNO
ALT.
„ SAFETY HARBOR. FLORIDA 34695
LLIJU PHONE (813) 726-1138
PEEOOPoOT SUOI CR SPE�CTIC RIFF' 0 AM N l K
OUT CWMRu MO SE00 rRa OHM
DRAWING NUMBER:
AD-TD-0040
46
o c*,s
-OVO ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
ANGLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TTE-DDTN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXMUM NIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
itQ;N USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2� AUGER ANCHOR TTIH A DESIGN WAD (TORKBIG TDAD) RATING OF
4,000 POUNDS AND AN ULTBIATE LOAD RATING OF 8,000 POUNDS MUST BE USED. AN EQUIVI,ART ANCBO$ WEEPING THE A80VE SPECIFICATIONS MADE BY
. ANOTHER MANUFACTURER YAY BE USED IN IJEU OF THE STYLE CREST PRODUCTS ANCHOR.
1. SEE AD-TD-000I FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE —DOWN SPACING TABLES (AD—TD-0035).
a. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 28' MAXIMUM RIGHT
ZONE 3/EXPOSURE 'C': 28' MAXGUM HEIGHT
ZONE J/EXPOSURE 'D': 28" MAXIMUM HEIGHT
5. SEE AD—TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE —DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL MIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
G %S T
No. FO?'
NEa�
STATE QF
••.liyo'�4; ; ..1
APPROVED BY
ONI*141NC
cow.+.��•,wwmtTarow
JACOBSEN
NOnCR .�Alplll
Ij��'
C.L.Y.
IA"
5-30-95
IRK LLIIuc
HOMES
THESE sKanCAnm AND NAVOS ARE
>" P.O. BOX 368
CIOONAL. PRCPIKTAft. AND CCMKxxlm
MATERIALS OF JACOBSEN MANUFACTURRNG
DRAWING TITLE -
FIG. 7.0
n
SAFETY HARBOR. FLORIDA 34695
NG SLXN MATEIMS ARE ROOM TO THE
RFDPENT FOR gum AUAUgRs AAO um I E
'H`
DRAWING NUMBER
PHONE (813) 726-1138
IVT CDNIMTIAL AND SECRET nNM OTNEIM
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'
WCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL 1 B'
-BEAM
LL DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP .AT ALL
SHARP CORNERS.
DETAIL I C'
THIS TYPE OF PROTECTION MAY BE USED FOR
%01911LI; LONGITUDINAL TIE CONNECTIONS ALSO.
�. ST/� /yF.
EIl§ft`• ' �� q • �.� DAPIA APPROVAL
: Q No. '•. = APPROVED EY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET = oeo =TkimANuFACTUREID
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. —
FEDEM
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '• STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE •'••,/OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). ��F ' IA�•' `�� pN
ME D AND it
FREED OTHERS NOV 2 4 1998
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE sPEonCATI MS AND DRAWNSS ARE M.T. 11-18-98
UAATMA s COBB� MANUFACTURING c �ArvINc TITLE: MISC. TIE -DOWN B
P.O. BOX 368 INC S= MATMALS ARE PRDVW TO RE
SAFETY HARBOR, 'FLORIDA 34695 RECQEHT FOR SPECFlC PURPOSES AND YUST BE DRAWING NUMBER:
PHONE (813) 726-1138 KMT CCNn"TIIL AND SECRET FROM OWK AD-TD-0050
40
■1
ADDENDUM
1
NORMAL TIE -DOWN SPACING TABLES S D 1
ZONE II & III/EXP. C & D
' II
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN, WIND ZONE II WIND ZONE III
FLOOR UK CITY. ANCHOR UK Qn ANCHOR
H9DiH EA. END OF ANGLE EA DO OF ANGLE
I ^ O u stcna+ um e u sEcnor+ Im+. e
30'-8' 3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN
SPACING TABLE
IN.
OOR
DTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACINGA4aOR
D3L
LOAD
ANGLE
SPACING
DL OAAD
ANCHOR ANGLE
3
'-8'
6'
6'-9'
31501
41-46
5-5'
31501
1 44.-49
4
,
O�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
MOTHEA.END
RAND ZONE 0
WIND ZONE pl
I L, on
OF
EA. SECTION
ANm
ANGLE
MIN. 0
UK QTY.
Lk END OF
EA. SECTION
ANCHOR
ANGLE
Ind. 8
36-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WIND ZONE Q WIND ZONE 10
OOR EAVE SPACING DL KAD
DTH OVERHANG LOAD ANCHOR ME SPACING " la AN
ANGLE
LOAD
6' 4'-6' 31501 46-50 4'-0' 31501 49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALcs. G 'V� ' '74,0/— C%¢. 6
,,ti1t11111111/,/,,
qOl ES.• EN`f : `y 4DAPM, APPROV"LIAR Q
1. E FULL ADDENDUM FOR ADDIIIH><1N. REQUIREMENTS.� S �
No.. o' APPROVED 8Y
2. UE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS 910334
ABULATED ABOVE.
-TA OF.- ROtAQwM/1C101�DIdE INC.
Swill-.C: Unnnn al: DAIC nLy. LULL.
A OBSEN HOMES THESE SEOIICATICKS AID ORxAM ARE. M.T. 2-8-99
■ ORIGINAL PROMIA". ANO OON&"UAI DRAMANC TITLE:
P.O. Box 368 MAWRIALS aF "umrAmvic NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695 LNG 9" II MAI.i ARE PROvm 10
R[CMT 7OR SPECM PAVO Alp WM BE DRAWNG NUMBER
PHONE (727) 726-1138 IVI WMDO Ml AND SEOM rRm oroM AD—TO-0070
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX nx AU-IU-OOIU Imu HR AU-I�WIV IML nX NY-IU-WIU IAtLL FtX AU-IU-W U IALU nX AU-IU-Mg IALU m
FIGURE 10.0
SEE FIGURE ZO FOE ALTERNATE TIE -DOWN IMD
TYPICAL CROSS SECTION
SHOWING 11EDOWNS T" 7DDR °' 11P QtO '
1 11
ausss
SEE 101E 5 FOR
No" HEMiHT
AKH(IR &%E _ Rim
SET µpm NANDZONE III
--� FIGURE 10.1 21 P
( SEE FIGURE 50 FOR ALTTIRIM =-DOWN W MD
SF ROOF
10 PSF D.L
REF. CALCS.-'1111111111-1, ,
DH •.. C ., VAMA ArYKUYAU.
NOTES: v; •T E -
e N0. o'•.
1. SEE AD-TD-0070 FOR SPAM TABLES = � APPROVED BY
2. SEE AD-TD-0070 FOR QUANITY OF LONG11WAL TIE -DOWN STRAPS REQUIRED. 91033400
• •:
3. SEE OTHER DETAILS FOR BLmw (PER) OUANOTY AND OTHER REOUREMENTS. * : ON
o®B
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUREUMM ,.A • STATE OF '
5. ZONE 2/EWOSURE 'C': 56• MAXIMUM HEIGHT *',��it`•' i/VD1lQ�:P• �c INC.
ZONE 2/EX�OSORE 'D% 4O' MAXIMUM HEIGHT �, 4t` � `� nDEpp wmwc,uWEI "ow
IRE ZONE 3/0FORV: 56' MAXIMUM HEIGHT 'ii cox��wcllollAlosA�nrsuroolms
ZONE 3/E>0'MK'0% 40* MAXIMUM HEIGHT s� ..�'
NOTTC: DRA M.T.
T DATE 3_1-99 REV
LETTETR:
JACOBSEN HOMES >��I>�Tm F DRA NGSARE
CRIGNAL PROPIEETARY. NO CONFMU#L DRAWING ERITITLE:
„ MATALS OF JAWS" MANUFACURIC FIGURES 10.0 AND 10.1
P.O. BOX 368 W_ SIRH MATERAIS ARE PROWWO TO 7H=
SAFETY HARBOR. FLORIDA 34695 REamwi FOR SPM PIAdM AND MST BE DRAWING NUMBER:
PHONE (727) 726-1138 WT t muomAL AND smu FROM oum AD-TD-0071
50
ADDENDUM. g�S
NORMAL TIE -DOWN
SPACING TABLES &, 1
ZONE II & III/EXP. C & D 1�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE d WIND ZONE 01
FLOOR MRoTx AHa+oR ZK_dTT__ ANCHOR
WIDTH EA. CND OF ANGLE EA DO OF ANGLE
EA. SEcmR MR. O EA. SECTION MIN. 0
15'-4' . 3 45 3 35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
154
MAX.
EAVE
OVERHANG
6' EACH SIDE
SPACING
6'-10'
WIND ZONE II
D OBIL AD
ANCHOR ANGLE
WIND ZONE III .
SPAONG DL HEAD
LOAD
ANCHOR ANGLE
40-46
5'-6*
31501
42-47
LONGITUDINAL TIE —DOWN SPACING TABLE
t c4
O�
I
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
UN. OTT.
EA END OF
EA SECTION
ANCHOR
ANGLE
MIN. 9
YRL OTtt
EA. SE OF
Gl SECTION
ANCHOR
ANGLE
UK 6
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME
TIE -DOWN SPACING TABLE
MIN•
FLOOR
WDTH
15'-4'
MAX
EAVE .
OVERHANG
6EACH SIDE 1
SPACING
4'-6•
WIND ZONE 11
ors. H_AD
LOAD
31501
ANm ANCIE
WIND ZONE lU
SPAONG
DOL HEAD
Low
mm AHCtf
42-50
4'-0'
3150�.
44-50
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
2. SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4.i1 ABOVE TABLES APPLY TO 184• FLOOR WIDTHS WITH 95 1r2'
I -BEAM SPACING, 96• MAXIMUM SIDEWALL HEIGHT AND 6 MAXIMUM SIDE
OVERHANG (6- OVEF6WC MAX EACH SIDE OF UNIT).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
cw4—�2.a1- -72,
. G\STE.9
No.
910334
STATE Cf
THESE 9'EWWATIONS AND DRA;MCS ARE
ORIONAL. PROPPoETAR`. AND C*MNIIAL
YAIERIALS OF JACOBSEN U~ACTURwc
O+C 9rCR UATMALS ARE PROVIDED TO THE
RECnENT rOR WEE C PLVMS Aro WAT DE
nPT CCMIDENIIAL AND SECRET rROY OTHERS.
DAM
APPROVED BY
I.NPINC.
r(Q tLL N/MRAt711iD 10E
oDIaTnICIR�+wowtfrstwo�R01
M.T. I
DAIS: 2-8-99
NORM. SPACING TABLES
t
AO-TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
MAX PER AD -ID -WIZ lku ruc It- -wic 1 •�• •� ^- - - -
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE T[E-DOVN iMD
TYPICAL CROSS SECTION
SHOWING •TIEDOWNS
s SEE NOTE 5 FOR
MApINN HE10HT
N
ANaE
SET IN HEAD I �ti.� �.... VIWNDZONE III
OF HOME (,�, SIDEFIGURE 10.3 (110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN ![),TROD 10 PSF ROOF
i 0 PSF D.l.
REF. CAECS L k� - G� 2 . �% r 9 Z • Imo/
� L,,1111111111111/AI
� DAM APPROVA:
EN
NOTES: re�
1. SEE AD-0072 FOR SPAM TAMS AM NOTES. No. o'•. � APPROVED BY
-TD
2 SEE AD-TD-0072 FOR OUAKITY OF LONGITUDIN. TE-DOWN STRAPS REOUFiED. 910334ON r14
3. SEE OTHER DETAI S FOR BLOCI(NG (PER) OUANTITY AND OTHER RE0111REMENTS. �.� k
4. SEE FLIL ADDDON FOR ADDITIONAL REOUREMENTS .o STATE OF
5. ZONE 2/C POURE SV: 56' MAXIMUM HEIGHT IBM
: �O • Q, • k. rvnwzlul® INC.
• ` �J NOE
ZONE 2/E1�OSOSIURE b': 56 ' uAXIMUM Hr7CFlT DIA� ' �j3
..�
ZONE 3/EPI@E 'C': 56' MAXIMUM HEIGHT �4�
ZONE 3/DpMK V.- 56' MAXIMUM HEIGHT s . --
19 JACOBSEN HOMES
„ P.O. BOX 368
Ll SAfM HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE:"
THESE SPECIFICATIONS AND DRA ARE
ORIMIAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF ACOBSEN MANUFACTURING
INC SUCH YATMALS ARE PROMDED TO THE
RECPIUIT FOR SPECIFIC PIFFM AID VUST BE
PVT CONFDENIUL AND SECRET FROM VDIM
DATE
M.T. 3-1-99
FIGURES 10.2 AND -10.3
L AD-TD-0073
ADDENDUM �s
S
_
OFFSET UNIT TIE DOWN SPACING TABLES 11,E
ZONE. II & III/EXP. C & D 11
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE Ill
►R OTY.
ANm
ML oTr.
WHIR
V
FLOOR
WIDTH
Ell END OF
ANGLE
EA. END ON
ANGLE
EA SECTIdI
MREA B
SECTON
tE1. e
O�
3
41'
3
61'
II
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE II
SPACJfIG
ML L UA
ARM AN(iE
SPACHG
°BLiOAD�
ARM ANGLE
WID
OVERHANG
12'-
12'
5-0'
31501
4p•
4'-p•
31501
39'
13'-
12'
S'-0'
31501
41'
4'-0'
3000#
40'
15-4
12'
S-0'
3150
43'
4'4
30001
42'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
MR OTY.
EA END OF
ANm
ANGLE
MR OTY.
EA. .
ANCHOR
FLOOR
II ®�
WIDTH
EA. sEcnaN
HL a
EA. SEC11o11
SEC O
IL1E
� e
12'-0°
4
45'
4
60'
13'4
3
45'
3
60'
154
3
45'
3
60'
.VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN
MAX.
YMND ZONE I
WwD ZONE Q
SPACING
DBI. HEAD
In
ANOU AM
SPAM
�' HID
In
NMMG E
FL
WID
EAVE
OVERHANG
12'
12'
4'-0'
31501
40'
3'-0'
30001
38
12'
4'-0'
3065i
41'
3'-0'
=f.
39*
15-
it
4'-0'
3OW
43'
3'-0'
30001
41'
NOTES
cif - 441G51 c-sL- 16 12-
awl nPM01140811
REF. CALCS C-• U— 17�G -
�oo ",A.c. DpF ��+.
O�' a►�
17,4
1.
TIE
SECTION ITH THE NAMAGE LIE WALL EXIF 04 BEYOND THE ENDIWAIL OF
SECTION UMBE TO DOWN AT THE MARRIAGE 111E IN ACCORDANCE
�A •... •.,�
•
��.'��l'C1F1C,gf :•
ff&,tD BY
�4 �
WITH
TAKES ABODE. THE SIDEINALL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE
DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (SEE AD-TD-0010
'
jUN I I .
FOR 1
-0 t 13'-4' TNDES, AND AD-1D-0070 FOR 1S'-4• WDES�
w *
2 SEE
1D-0001 FOR ADDITIONAL REWREIMS.
STA
INC..
1 SEE
iD-OOBI FOR MA1tlABJlt PER HEIGHT REQUIRED FOR THE LOADS TABULATED
. .` Q.
•; ORIU4;•• �44..`
LMANUMMIRED"WE
JACOBSEN HOMES
T" SPEOWATM AMAMA
: Ws`1A T
DATE. 6-8-04
REV. LEM
°RANG 111LE'
OFFSET SPACING TABLES
P.O. Box m
QMGK 1., FMFMA". KV .
MEMO" OF.I&COM + twuF
W. MW rAMU ARE m
DRAIMNG N wom
AD-M-om
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-11-M
FEEMW FOR WEli1C PI11F'06ES
WT 001f mm = gm
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE EUVATION (W/ OFFSET SECTION)
SIMNG TIE -DOWN SPACINGS
~x
FIGURE 11.0
S48 ran 4.0 F011 1611ms =-MR IDmD
TYP. CROSS SECTIONS)
SHOWING TIEDOWNS
SEE WE5FE
[rAaa oM Ao-lo-ooao ➢lZ.ti�9I AFPLIf
A 1113E STANIARD M0.11-lJ� S"Ll
W X WT -SOE WE % AO-10-MI
If. R!OMI S151Fll--7
W"m A � _4 � r �— ANm ANME
�sv-�l6
FIGURE 11.1 �-
su I ae Imt fimff eTe 1>I -WIN s®
TV.
MOIMI AIM-4 R
FIGURE 11.2
JU FOB 9310M U1401R1 I=11
I. SEE AD- M-M FOR SPACM TABLES (OFFSET SEC10 01L4 F 1 C •'•
2 SEE AD-AI-OOEO FOR OUANTY OF IOFKITUDIAL X-M M STRAPS REOURED. ���t`
(OFFSET SECTION ONLY) o. 00454�k
3. SEE OTHER DETAILS FOR BLWM (PER) GUAN11TY AND 01M REOlARE OTS.
C SEE AD-1D-M FOR ADDITIONAL REOUIREMQITS. idJr 09'
5. ZONE- 2/DFOSK V' 48' MAWN NIGHT ' g A,
ZONE 2/EVOSIIRE V: 40• MAMM HEIGHT-36' FOR 12'-0' WDE UN15 �i�Cie ••.
ZON 3/E> 'C': 4f MA)CIMMI HD(41T �� /�+� ' .. • ... • • r`�3•
ZONE V. 40' MAWNM HEIGHT '►, �E,^, c► �1•� ��
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICI3 . ARM
7mm smaF1=o d AND WAVM M AM
MAIFAIALS dACOBSFtI Y ACUM DRAW
NC. SLdI MAI9RAI9 ARE PRGVM 10 1He
RZww FOR 97ECF1C F11F'OSES AID IM BT DRAW
IRPT aMiMMX AMD WE FFM QKR&
JUNI t 2mk
w I I V (/`/.
a� Ei1Al NUFACTURED HOME
�+ RUC110h1 AND SAFETY STANDARDS
M.T. DAZE 6-8-04 REV.I.Enm
FIG. 11.0, 11.1 & 11.2 A
1 1 11:
8;d
4
ADDENDUM
ALTERNATE 'OFFSET -UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OfTSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
1. SEE Pal TD-OOW FOR SPACING TABLES (OFFSET SECTION ONLY
2. SEE AD- M-0030 FOR OUMITY OF LONOTUDIAL TIE-DOAN STRAPS REQUIRED.
(OFFSET SECTION ONLY
I SEE OR R DETAILS FOR BLOCKING (PIER) QUANTITY AND DRIER FtEOUIMMENTS.
4. SEE AD M-0001 FOR ADDITIONAL REOUIROJENTS.
-SECTION
1fe
STE��-.rr
DAPIA APPROVAL*
No. •%
A pp:"..
910334-
CXI
Or-
STATE
c,
NSTROC"ICINANO SAFElY
OTICErz .
JACOBSEN HOMES TKX SKOFIC-ATNIONS A4 MAUMM DRAWN Or MC R.R. 5-9-01 'LETTER:
ORIGAAL PROPRIETARY. AND OWERAPAL DRAWING TITLE:
P.O. BOX 368 WERIALS OF JACOBS01 I&MUFAMAING FIG. 12.0
SAFETY HARBOR. FLORIDA 34695 W. Sjot MA*MALS ARE PINNOID TO THE
wncmw raR VWK MPOSEAND IIA57 BE DI NUWBER:
L 19, PHONE (727) 726-1138 19PT EMMIML AM SEMEIS RM OKM AD-TD-0082
55
ADDENDUM��R�S
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES
i
ZONE II & III/EXP. C &
LONGIT
INAL TIE —DOWN SPACING TABLE
�rl
NK
WAND ZONE I
WIND ZONE N
FLOOR
WL Orr.
ma
wL OTr.
No=
WIDTH
END OF
ANGLE
Ell 00 IFMC
E
gril it
1BL B
EA. sm"
W. A
O�
42'
3
53'
3
52
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
I SPACING TABLE
WN.
MAI
WIND ZONE I
WIND ZONE II
SPAM
Lm
MUR AWLE
SPAM
°��
MOM ANCUE
WIDTH
OVERHANG
26'-8'
6'
6'-8'
31501
40 =50'
5-4'
31501.
40' 5D'
30'-8'
6'1
6'-8'
1 31501
40 -50'
5-4'
31501
40'-50'
oo
LONGITUbINAL
TIE —DOWN SPACING TABLE
MIN. .
WIND ZONE I
WIND ZONE M
OTTAMUR
rSweEeMli
AN(iE
Nx otr.
ETD ff
ANm
A
FLOOR
WIDTH
�
L
� o
k
� gcnaN
e
a
26'-8'
4
41'
4
5T
4
51'
4
v
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MK
MAI
YNND ZK I
WIND ZONE 0
SPA=
LOAD
MON MOE
SPA=
1nA
ANOM AWE
FLOOR MOTH
OVERHANG
26'-8'
6'
5-4'
31501
40'-50'
4'-0'
31501
40 =45'
30'-8'
6'
5'-4'
31501
40'-50'
4'-0'
31501
W-45-
INNOZONE 11
(110 ,MPH)
20 PSF ROOF
10 PSF O.L
REF. CALM
EN IL• `i
DAPIA APPROVAL•`�
NOTES:
)OT1a=1cq.,;'-•'y
APPROVED BY
1. SEE RILL ADDIMM FOR ADDITIONAL REQUIRE I NTS
r NET- 0045484 y
Z SM AD-ID-OOD4 FOR MANUM PIER HOM REQUIRED FOR THE LOADS
TIIBIA XD AB01E
-rN
0 -43 •
•.,,
INC•�
r-� p. �, ,
��� +/ • .Oi1l�•''• ' :..
.
FEDERAI. MANUFACTURED HOME
CONSTRUL'TION AND SAFE f f SfANDARUS
JUL
JACOBSEN HOMES
NOW&
w*m �NATs Na mum= Nc
DRAWN Br
M.T.
DATE
0�-20-04
REv. LEiIER
DRAANC 111E
108' HIGH SIDEWALL SPAaNG TABLES
P.O. Box 36I1
GOMK rRMWM. AM CMUNM
"AMMS OF MOM YNNiACUM
IOC WCH VAWAN3 NE FWi= A IFf
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-113D
REfll M Fat 9'W Ill M NO W9 E
Kff aWMnu NO SEnET nM OHM
DRAIINC NUYBiTt
AD—TD-0083
56
ADDENDUM
SIDE ELEVATION
TIE -DOWN SPACINGS
PER Aa16-OOIO ME
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
TIP.111m
ANm mu
Tmm PEA A6-A}OOHH Tmff m a-14 m
FIGURE 10.0
FIGURE 10.1
TIE.
ANm mu
Sr£ 1401s HTJR
y wlotlEy HEIGHT
VA DZONE M
(110 MPH)
20 PSF ROOF
10 PSF D.H..
Oft,
DAM APPIMM.'
1. sEF TD-0083 FOR SPACNG rA8U3 : �. GSA • '�� APPROVED BY
2. SEE M-M FOR 00AN ITY OF LOHGTUDUL Til IN STRAPS REQI1111M r �,
. 1C
1 SEE 0 Ill FOR E�OCHWG (PER) OUAHTITY NO OTHER REOUItE)"M : a , 0
4. SE AODEE�l111 FOR AWTIMAL REOUIRENDHTIINF[IINC.
5. ZONE 2 lRE 'O•: 3r MAMMUN HEIOEIT
ZOtE 21, V. Zr NA70MUN HEIGHT � "�� '. .C+. ? � ,��
ZOFE 3rb IRE V. 3r MAMM HEIGHT � C OR! . ' ' o
ZGE 3' RE b•• 3r NA)DAIUN HEIGHT ���'�a�J,;'••••�•'' ��o, CONSTFEDER!_MANUFACTURETYSil c
6. All 1JOHS ARE BASFD ON 2P ROOF Al HWLE �� H►°� COMS1RlICTIONANOSRFE1YSf i{HU$ y
•� ♦l
JACOBSEN HOMES >" S%W=TM UNAHHHAHS AFC �" M.r. 0A1Ec 07-20-04 H1EY.
!� PHHa Tw>� Auo MA" TIRE-d
P.O. BOX 368 1/1°'� °F aj% ""'"JFAC1"� nGIJRES 10.0 AND 10.1
W. SIM WUH M ARE PAMW 10 11K
SAFETY HARBOR. FLORIDA 34693 EMN FIR 9= FliF= AM MW K DRAIMNP•
PHONE (727) 726-1138 Ea�T ommolm w Im Rm amm AD-1D-0084
'i
ADDENDUM �aR
108" HIGH SIDEWALL TIE—DOWWN SPACING TABLES
ZONE II & IIIf EXP.. C & D �� 0
LONGITUDINAL TIE —DOWN• SPACING TABLE
e (+' MIN. WINO tOfE 1 BIND ZONE II
V FLOOR • lK alr Mod lay. on mm
WIDTH Ert Ew Cr m EA 00 CF MOLE
O��� 0L SiT:ildl Imt / EA sECnol � I
VERTICAL TIE —DOWN FRAME - TIE—DOYN SPACING. TABLE
MIX
MAX
- WIND ZK 1
WIND ZONE I
FLOOR
ltIIDIHH
EAVE
OVERHANG
m
mom ANO:E
SPAOIG
L�
Moot ARQE
73'-4'
69.
C-8'
31501
49'
5-4'
3150
45'
14'-0'
1 6'
S-8' .
3150
49'
1 5'=4'
3150
45'
o LONGITUDINAL TIE -DOWN SPACING TABLE
MN.
W ND ZONE I
VID ZONE III
FLOOR
MIL DTr.
mm
mx on
moo
N�OiH
EA DID Cr
AM
EA Do a
ANOIE
EA SECBON
MN. I
EA. SEC 0
VX 0
13'-4'
3
48'
4
43'
24'—O'
3
50'
4
45'
VERTICAL TIE —DOWN / FRAME TIE—DOYN SPACING TABLE
W?L
MA)<
WIND ZONE I
WWD ZONE III
VAOTHH
OVERHANG
SPA=
Loa
m+m mu
VAM
AMM ANGLE
LIN
23'-4'
S.
5'-4'
31
4T
4'-0•
31m
43'
24'-0'
6'
5-4'
31501
4T
4'-0•
31501
4T
108• MAX 9DEWALL HEIGHT M OZONE 11/111
(110 MPH),
20 PSF ROOF
10 PSF D-L
REF. CALL&
' ,`1�ZSiff!lf�ej
NOTES,
•
�r
�9j :�f
WA APPROVAL:
APPROVED BY
1. SEE LULL ADDENDUM FOR AODIRONAL REOU6tE1K1(ii
�O••
: G�li �� • ,i
owoDecNNC
i. SEE AD-M-M FOR MANN PIER HEKM REQUIRED FOR THE Lo ti
�'• {''i +� M
. 13,2006
TABUTAIED ABOVE s
'�
`
I.
i G
FED auu rauc o xorE
�VyF1TE
C/ :, O E;1�: �� •,�V 4„��
wNsrr wro sSAFETYsraND wOs
`
JACOBSEN HOMES
»�sEVWRu�:M AN
B>: R.R.
°AL 11-28-06
`O"ET'E"
r.a Box 7sa -
UUMAL IR6rRIAAA4 AND UNWw"WL
WOWS OF MOOM MA?WACPjaC
1u7EC SM IAMAS me PPKMM TO Tnc
ORA►WC 111LE
108' WCH SDEWALL SPAgNG TA8if5
SAFETY NA (%, FLORIDA 34695
PNo►u: (�n) 729-naa
M
fd=W IM 3M 1O RMP= ANDDRANKT K
PVT camm�uL Am mm rna moos
DRAMNUMBER:
AO-M-0085
58
TYPICAL SIDE ELEMON .
SHOWING DE —DOWN SPACINGS.
. ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
a
TYPICAL CROSS SECTION
TIP.
SHOWING MEOOWNS nHxR sIs>ER� � 1r aHoss
�am
� AR010! AIidE fA A4PROIED STABIQER � 1 .
SET ANl = HEAD IRSiNEED vimANOa1 SRAFT.IQICAL UOINCHE 1/1111
f N its 5aE (110 MPH) -
(�.I FIGURE 10.1 20 PSF ROOF
10 PSF D.L
REF. CALM
'tts16: N1 l y S"i
E ��i1ld CARA APPIWAU
`• �.....C� t• II
1. SEE AD -TIT—= FOR SPAM TABLES �` �O: `Tiff ,��;..•�+'� ��, APPROVED BY
SEE AD-M-M FOR GUANITY OF UNITidAL K-00116 STRAPS REQUIRED.00
3 SEE OTHER DETAiS FOR BLOW6 (PER) QUANTITY AND OTHER BEGAttMUTS. ' 0. �dj
ON 4. SEE FULL AODDIDUU FOR ADDIDDNAL 11 9JAVEATS ; Dec 13,2005
1 ZX 2/10FOSUK •'C: 4C M2/WOK1A1 HEIGHT .
ZONE 2/W'Ir.2r. MA1011 N HEW kr/
• 1 Y� PIN
} C.
ZONE 3/ETD nK T. 41' 41ATt W REVIT S •A .- FEDEN OAINfAL11i1Eo 1a�
ZONE o/bwRE V: SU3r MAMW HOW•., /h w; ' l` ; caataucrnN Ara s+welr STANDARDS6. ALL 9?ECFKATR6 ARE 6L B ON 217 ROW ANGLE MAX AND 106' MAX •' �` /yy4•
90EWALL NAIL
II IiOTEC AAit 9R%�. t DAY. RE1L IE n
JACOBSEN HOMES ws Rumm me R.R. 11-28-06
MOL P10"EiMtt: 00 CafW"AL MAAIIC BAT:
P.O.0,10013 box 36e MAmnks cF JACo M IWAiALRIIMIC uC 20 FROM TYRE FROIA 1fE FIGURES KID AND 1 ,1
SAFETY HARBOR. FLORMA 34693 NZPkW RN VWM Hw92.1 NO Ili K aw—K
mmriIAIIR)ER
PHONE (727) 726-1135 mul mriaonr. no SEW FINN cbm AO—M-00B6
19
ADDENDUM
(108 PIDEWALLP) g & v%
NOR AL TIEE 1I-DOWN & IN OP dm &TDABLES � z,ikz
c1
O�V v
LONGITUDINAL TIE —DOWN SPACING TABLE
►SIN'
FLOOR
$DIN
Z
No zaNE m
U Ov or
Ell SECn*
1ii� a
Eel do OF
Eel SEC
•
y1� 9
12`-0`
2
53'
3
13 -4`
3
37'
3
46•
3
45'
4
40'
VERTICAL TIE —DOWN / FRAME TIE— DOWN PPACINO TABLE
*FLOOR
j�L
VAX.
OVERHANG
JAD ZONE tl
00 ZONE II
SPA*
VAX
goo Alpf •
SPA*
VAT
'NOR i�'
12'-0'
Ir EACH SIDE
5'-4'
720
35' TO 47
S-4' -
38'
45.
IS-4'
a EACH SIDE
1 5'-4'
80`
35' TO 40'
S'-4'
42'
45
154
6` EACH ME
I T-4' I
w
40'
54
46'
4S'
� �
O�V
LOWITUD1NAL TIE— DOWN 9PAGING TABLE
�N,
FLOOR,�
#D
ZONE li
IONE In
EL om OF
Ell SECTON
AI�EY
�li(, g
EA ThD OF
EA. SECOON
•
kw g
12'-0'
3
44'
4
40'
13'-4'
3
52'
4
45'
15'-4`
4
44'
4
56'
VHRTIGAL TIE -DOWN / FRAME TIE —DOWN OPACINO TABLE
FLOOR
*OM
VAS
EAVE
OVERHANG
0 ZONE 1
IONf 11
SPA*
vix m
AhX,
SPA*
�IPER
*10 A4Wt
12'-0"
6 EACH SUE
4'-0'
72`
37,
4�-0'
34•
40' TO #5'
13'-4' 1
6 EACH SIDE
4'-0'
72`
40'
4'-0'
3e
40' TO 45'
154
6" EACH SIDE
4'-0'
80'
40'
4'-0'
42'
47 10 45'
• NOTE: IHHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE ckcx,
ACHIEVED, ADD APPROVED STABILIZER PLATE.
SEE NOTE y5 FOR HOWES SET IN FLORIDA ��°j" "•fa
�:
1. SEI TU.L ADDEtON FOR AWTIONAL REWR RENTS,
2. TABLE BASED 011 A1yCHGR 1p LOAD OF 3,1501 Alp DIAG01{k nE TO
OPP09TF BEAp1-'•
VAX FAyE OyER1UUIC REiERS TO 0}A3♦111U((, AT SOE*ALL NOT iRdiT OR IRMEAAR
4, TABLES APPLY TO 144' 16O', AND 184' FLOOR to �IN 95 1/2'
J_BE SPACK 1� I AMML V ;ALL HOWT AFp 6' WIN SCE
OVERNANO (6' oyE *MC VAX EACH S DE OF 0011
5. STABLua PLATE'S ARE REOWREO ON SDE*AU ANCHORS ANO LONOTWINk
AMMOM SET IN nMA. SEE OILY ME 15C, EFFECTIVE VARM 29. 1999
EN A; C,L1 •'�
�+�°i �(�' :, �;:��4''•. C:�
a e;, •, '-
-{
OIP1A APPROVALNO
APPROVED BY
Mar 25 , 2008
N INC.
cEDERAL raRUGAQIIRED NO.E
COMSfRUCilON nno SAFETY STANDARDS
"'
:+_'�.: :�= • 'y y
•o'St`'•'••:; I r pw`Q'
oI `6'� •••••• - ` i
JACOWEN HOMED
® P.O. Box 356
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
Nond�
K%SKCF000{S0DOpAjlilrSAA[
'�AN�A4�c
yq� 4R[ r4i 0M . ME
o*m
SR t
0.�1.T.
DATE:
12-11-07
REy. LETTER
DRAW; nnF NORM SPACING TABLES
DR G
AD- TO-0087
bu
THE
TO
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
ur. !vv umm
ff.*VMom
��
Tim PER SHEA"ALLS
(AIL STUAftM
cc_.Dartfs awn
VE Nam t sit NOTE t v
%a MOTES 2 mo 3. Q
►lot REdD
Tws tDC�1ilON
ur s/w tit
amowlt
Rnr «a>R.s
m re 3HEWhMALL5
(ALL OtUAWQ
W-crows rEo om
v� Nox 1 SM NOTE IA'—
QSM MOTES 2 AND I A
ins ILoaIoT oN >Hs LOGATiat to Rmb TMs t �T off
FIGURE 8, 0 FIGURE 8.1
'AIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFlGURAnON, HOWEWRr THIS DETAIL APPLIES
SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
Z
1, llE WPM PmT[-wo SIw ur or LoaTo ut �•
iTIIER K A" Vaal AM OAT Rmcatm AT eo
OR I AN01M VJ EE RATED aX AN t�MAT( U W (MW tl9fll LOAD] • r •�• •� r �`� •���
(SL R— W [To-W1CRAL MOTES] R12 RM Qr GkOM +NCM Pmx" m) 1F ��y\�a1� C4 • �� ��
L A M AT CADI DID rF ME 20MML J]lst9 rot Tro' Wort OCTA�L1� Q` 1 `0.
Em AT CAN 00 w jasts REeAle> M or � ovr, sTww IRa�rrts) 910334 1
x 10 Is LCCATED A K K A W KAM M I WIT OvS-Wa M Ito
BE- 3PWS OR MKI AW R(aX a (ALL X"WkL WfKMr M ALL Wfs
A10 I Ewgms} : -o :. SrATe C AV
PROVED BY
TE8 10 2000
.P11INC
kL MANUFACTUREO HOME
RUCTION AND SAFETY STIUNDAROS
DAM Xk
JACOBSEN HOMES w,mwto u�Nq°� •,•••''�.R. 02-01-00
chaffmama_ rf F 4#ss=3 Arm .. RE
{�
P.Q. tto% lea rATa4alc cf itiovew Br ig S/W TIE/PIER REO. tvS
WETT NARGAK FLORIOA 31e63 M 64G1 KIW C
PHONE (r27) 72o-TE38 ox XtgAV &mt 11 N f m *19 ORA+�+G riA(6�7r:
AD-TT)-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
SLING MAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4 X .035' TIE -DOWN STRAP
CONTINUOUS ARCW JOISTS.
END VIEW
350 PLF MAXIAUM SHEARWALL
DES'GY VALUE (PER WALL)
1 1/4' X .035' rM ,^,OWN STRAP
CONTINUCJS ARCJND JOISTS.
NOTES: 7.1711(
E 0VAL
�.
DAPIA APPROVAL
1. 01mm A-404ORS 10 BE RATED FOR AN ULTIMATE LOAD OF 4725F 13150 DESIGII LOAD]
(SEE AD-M-O:DI'(7D-GEROM NOTES] FOR NOTES ON 1ROUND ANCHOR ASTALLAnOtI.)
'?I '. =_
�9 0
`.'kPPR y CD 13Y'(
L INSTALL A PER AT EACH END OF THE 9WWALL JOFSTS (PER WE ABOTE DETAILS).
�
% :1•
J. MEN SI- ARwRJ. IS LOCATED ABOVE A SMID IEAOER (RILL Koff CROSS-YD19fP.) NOON
TE-W-4 STRAPS. OR PIERS ARE FWAIED (ALL SHEARWALL CONFICUTATIM ALL ZONES
�
AND ALL DFO.RM).
4. TIE-DOY+N STRAP
'�i �.
i
REOUBIED AT EACH END OF JOISTS, ALL OB CONFIOJRAnoNs.
'
��;
\\,���
I `� �•
5. CEILNl S`fOWVV FLAT -OPT, CATHEDRAL OR SLOPED CEAJNC MAY BE USED.
��i rr
,
6. FULL WITH SHEARWALSS ARE SHOWN IN TIE DETAE •ABOVE, HOWEVER, ANY LENGTH
OR CONFTCURATION SHEARWALL MAY BE USED.
JIIIIIIIIli
NOTICE: DRAWN BY: I DATE: REV.; LETTER:
5p1qrF
JACOBSEN HOMES -nIESE SPEa11CATIONS AND DRAWNOS ARE R.R 2-6-9601'"O NAJ, PRCPRCTAQT, RAO CUWWENnAL DRAVANG TITLE:
P.O. BOX 368 HAIER.A15 CF JACDBSEN UANU:ACTUR:\c TW DBL. S W CONFIG. 11E—DOWN
SAFETY HARBOR, FLORIDA 34695 FfOP011 IDN R_. PR S &ND "I EE G NUIJECR:
PHONE (813) 726-1138 KEPT EANRD ak PM MET nKW DINERS. GRAN'\, AD—TD-0110
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
TO
35,
CHILIAD ANDHORS 70 BE RATED FOR AN ULTIMATE LOAD OF 47251 (3150 DESIGN LOAD)
(SEE AD-TD-D001 (IIF-GTNERAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.)
INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
WHEN WARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO C
TIE-DOMN STRAPS OR PIERS ARE REOLARED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES
AND ALL E)POSLKS).
TIE-OOM STRAP REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS
CEILING SHOWN CATHEDRAL OR. SLOPED. FLAT CEILING MAY BE USED.
FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR CONFIQAATION SHEARWALL MAY BE USED.
TIES DETA.L MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE-DOM STRAP
CONTINUOUS AROUND JOISTS.
John C. Doe&6, P.I
15133 C. R. 22
Goshen, IN 46526
IN IS A TRIPLE WIDE RAFTER,
APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
4D VIEW
x .03Y TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SLIP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL 71ES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVE® BY i
ON1
= nQw% mKsw.. %
JACOBSEN HOMES
THHESE SPECFIGTIOHS
LTmsAND
DRAWN BY:
R.R.
DALE:
4-09-96
REV. LETTER:
eox 36B
AND oRAWvns A✓£
OMONAL. PROPRIETARY, AND C0101 N0MTm .
MATERIALS OF JACOBSEN MAAIFACAIRINc
DRAWING
$/W CONfIG. TIE
A
P.o.
HNG SJOH UAMMU ARE PRONOTD TO THE
—DOWN
SAFETY HARBOR, FLORIDA 34695
REOMI FOR SKCrC RMOMS AND IMT BE
DRAWING NUMBER:
PHONE (813) 726-1138
RAPT ODWI DIR& AD SECRET nWW OTItiRS
AD—TD-10111
PORCH ANCHORING
DOUBLE HEADED 3,1'
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOMNG
X .035" TIE -DOWN STRAP
IOUS AROUND STRAP 13LOCKS.
BMNDZONE IA
EXPOSURE C
�t.° %''•'.l 'ice:.r�
(110 MPH)
20 PSF ROOF
10 PSF D.L.
�a "'
G ivA - 109,491 -
7
`APRQVAIr; OAPIA APPROVAL,
I.;
PPROVED
.BY
RAL MANUFACTURED HOME
NSTRUCTION ANDSAFETY STANDARDS
Wrc i •a ma
NOTICE. DRAWN BY: DATE RED LEM:
Ql=JACOBSEN HOMES mmsKcm1m-om ARE I.T. 12-13-03
OR OVAL PKPWTM. Ano.oaiDEYnA1 DRAWNG nTtF` PORCH ANCHORING
OF JAMSEN YAMFAMURHG
"I, P.O. BOX 368 NG SI01 YATERA1S ARE PRMWO TO DIE
SAFETY HARBOR. FLORIDA 3095 KOPM FOR sPEOF1C PII6M NO VAT BE DRAWING NUMBER:
PHONE (727) 726-1138 an CMDD M1 AM 47fT "M awes AD—TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE —DOWN ANCHOR BRACKET
(FACTORY INSTALLED) .
FLOOR
CRIMP SEAL
(3150/ WORKING LOAD)
LTS
con
O
x
X
6
10
' r4r�'
VERTICAL TIE —DOWN
TYPE 1. FINISH B. W
GRADE 1 STEEL STRAPPING
l A 1 1/4' WIDE h 0.035' O
/F IN THICKNESS. CERTIFIED BY Li
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
0 SPECIFICATION D3953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RAdUS CLIP
I �I I I-1 11-I I I
I —III- RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(ERADIUS CUP
ANCHORING EQUIPMENT —III III —III -I I BY SPLAACING AOSTRAIGH 3FANCATE'LENGTHTH OF
CAPABLE OF RESISTING -III-I I I —III— 1.1/4' X O.OW TIE -DOWN STRAP
THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND BENDING
REQUIRED ON THE TO FORM THE CONFIGURATION SHOWN.)
TIE -DOWN SPACING
TABLES (SEE OTHER III —III—I RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) I- III —III — THE NE -DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS III II I II ; .III I I INSTALL
N THE BRACKET 'Q S�THROUGH A US CUP.
FOR ANCHOR ANGLE.
ALL VERTICAL TIE -DOWN STRAPS. DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE.
ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
01111IIIIIfi/l,Jr
1 '*'(a0YANo. 'Q . •
ENE87035
/O • E \\
ANCHOR IIiRAGIcti "" `7I&- M
DEVICES ARE CERTiED BY OTHERS
DAPIA APPROVAL•
OVED BY
lJUN 1 5
INC.
N077CD DRAWN BY: DAIS HLY LLIIM
JACOBSEN HOMES MSE VEC11101mm AND DRAMNIS ARE C.L.Y. 5-31-95
MOOM. PROPKTARY. AND COrtl mR#`L 0RAIMNG MILE:
P.O. BOX 368 IIATMAIS a JACO + UNOAC1URD16 ALT. TIE -DOWN APPL. OVMED TO THE A
SAFETY HARBOR. FLORIDA 34695 REEcpiDaa lat sp[[a �S NO 1451 BE DRAWNG NUUBM
PHONE (813) 726-1138 W7 CXWnk AN) 31CRrI rROY Dntns 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,
11 YAY BE LENGTHENED BY USING A CRMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
to
in
"0',
t
�J c^
DIAGONAL FRAME TIE
I'
ANCHORING EQUIPMENT
CAPABLE OF RESISTING -I
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING _
TABLES (SEE OTHER I
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
IF NEEDED. USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WADE 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.
T
910334 -_
- STATE
\�
N Alm
i�
laJ,
S
it
a
S
J
H
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0
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DAPIA APPROVAL
APPROVED BY
REVISED
N14INC.
MEERA wN:sACTURED HOW
CJDR. rJCm+ ANDIWET!REANDAROF
NOnCE
DRANN�Y:
DATE
REV. LETTER:
LE///T���
®
JACOBSEN HOMES
THESE SPEOITUTIOHS AND DRAvdVGS ARE
ORIONAL PROPRIETARY, AND COu11DDInk
R.R.
R.
10-05-96
DRAMING TITLE:
P.O. BOX 368
uATEMALS CF' CDBSEN MAIWFACBRENC
ALT. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
DC. SUCH MAIERIA,S ARE FRONDED TO THE
REOT4NT FOR SPEOM PJMM AND NMI BE
DRAWING NUMBER
PHONE (813) 726-1135
IVY M IDDIRAL NO SEW FROM 07MM
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
35 ANGLE El I Ml 11-
ANCHORS INSTALLED 24- APART
COLUMN STRAPS
SEPERATE GROUND
MARRIAGE LINE OF MULTI -MADE
FLOOR
ATTACHED
ANCHORS
u ..11nllllil .
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WADE & 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.
3Y ANGLE
TO TWO
(3150# EA.)
NOTES
rwravL/� �4
uAnA ArrNUVAI
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
%STf9�c*FI
: Q' N0. O ; y
AFr �'EfJ BYE
ENC8703571
��
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _
: S
•-ram'-
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
•�19
*
1 5
AT10N.NI
•'• ,cj
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
�•;� �.
�� �`'• ��� �.``,�,��
INC
OF EXTERNAL STRAPS OR CABLES.
Cl
'�.,Ff O1�' •'y��,,,`�
t04irKi101AlOiV[11{LrDle4
JACOBSEN HOMES
THEN SKQrXAT* MAW01
BY. ' C.L.Y.
DACE: 5-31-95
REV. LFrIER
P.O. BOX 368
AM AM
PMPWMY. AND OWUNTNL
7BVa OF JAC0MANLFACIURNG
85E1i
n
DRAWING TITLE
COLT1E-DOWN APPL.
OppMACMWW.
SAFETY HARBOR, FLORIDA U695
We SM NAWRLALS Aid PROVM To THE
Ptcooar Fa 9Ff11C PJMM AD N= K
.
/H`
DRAWING NUMBM
PHONE (613) 726-1138
PC" owwrAL uo ZOO mom onm
AD-TD-0251
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
COLUMN STRAPS
SINGLE GROUND
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. !I PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -AIDE
FLOOR
VERTICAL ME —DOWN
TYPE 1. 'FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE h 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (3150#)
GISTE
No. RFo s PROVED BYE
NE87
JUN 1 5 10
INC
�� � �\��.��� A►osARTW
NOTICE 'URAM+ BY: DATE: REV. LETTER:
JACOBSEN HOMES nm SFE0/1cAms AND WAVM ARE C.L.Y. 5-25-95
. 01MAL PRCPWA". AND CONrUNnAL DRANWG TITLE:
RIAIS OF JWOM WNUFACi 84 P.O.P.O.80X 368 WiM SM MAIERPLS ARE PROMO TOM COL TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 REOPOrr FOR SKCM REPOSES MO VIM GE DRAWLING NUMBER
PHONE (E13) 726-1138 WT CDI WPAl NO SEOQT rRW OHM AD—TD-0252
no
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTWG
THE WORKING LOAD
OF 4000 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES-
1.
ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERFOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
0
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
..untnu..
�r�G\STEy�UF
No.
A I A I
PROVED BYE,
jM 1 5
r V l f"11NC.
aww rw�vr.'nr� lay[
caanucta� No sMnr twouof
JACOBSEN HOMES 1HM SPE�7CAINOTIIONS uo DRAVINGS NIE,I FD1Nw+er C.L.Y. uATE 5-25-95 REv.1FTTm
m
a . ICILKA FRaF'WARX ANDcaemmuol DRANWG MILE.-
P.O. Box 366 MAIM45 OF JACOBSEN WffAC1UiWc TO DIE COL. TIE —DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 SAEOpea IG RICHMUMVECnC PINKS AND UM K LS ���
PHONE (813) 726-1138 CGIiw%q uo mm nmm Gna6 DRAWING NUMBER
AD-TO-0253
70
ADDENDUM
18411 WIDE COLUMN TIE -DOWN APPLICATION
1 COLUIW 'A' - - - - COLUMN 7i'
ISEE TABLE FOR MAlOMA1N SPAN FOR COLUMNS 'A' OR
r
COLUMN 'C'
COLUMN b'
TABLE FOR MAxtNUN SPAN FOR COLUMNS 'C oR b' _ I APPROVED BY
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR Ma SPAN FOR COL '
INC.
FED L MANUFACTURED HOLIE
RUCiIONAND SAFETY STANDAR03
11 R 0 3 1999
COLUMN 'E' 11 COLUMN Y COLUMN V.
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMN
J
MAXIMUM ALLOWABLE SPAN
TYPE
(
ANCHOM REQb
AD-TD-0251,
COLUMNS 'A', 'C, b' OR I'
COLUMNS 'B' OR 'C
Cam r
AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-0252
SEE NOTE 1
EXP. 'C
EXP. b'
EXP. 1C'
W. b'
EXP. 'C
OP. b'
EXP. C'
OW. b'
OP. 'C
EXP. b'
EW. 'Cr
DP. b'
2
31501 ANCHORS
Ii
31-4'
25'-6'
29'-4'
20'-4'
37'-4'
25'fi'
29'-4'
20'-4'
37'-4'
25'-6'
29'-4'
20'-4'
1
31501 ANCHOR
I"
12'-10'
14'-T
10'-Y
18'-6'
12'-10'
14'-7'
10'-Y
18'-6'
12'-10'
14'-7'
1
T 4000/ ANCHOR
2S-8'
16'-4'
18'-T
IS-0'
23'-8'
16'-4'
18'-7'
IS-0'
2S-8'
16'-4'
18'-7
13'-0'
im
�A
AD-7D-0251, AD-TD-0252 AND AD-TD-0253
SPECIFIC INFO. ON ANCHORS.
AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
ALLATION.
CAP•• G�STERF
' •`� N0. o� .Q
910334
:•• STATE OF
A APPROYAL:ap 0 3 -WSU
APPROVED BY
NOTICE Afy M.T. DA11: 2-9-99 REV. LETTER
■ JACOBSEN HOMES TNESE sKaF1CA1mN4 AND omwm #x —
CROW.. PM MUARY. M CorIMIK ORAwm lm:
P.O. BOX 368 MA1EwaS OF J1AMRN
OM YFACNC 184" WIDE COL. TIE —DOWN APPL
M 9JM wAmaHS ARE PRONGED M w[
SAFEW
HARBOR,0613695 0°" OORAwwHUMN
PHOEE 7726-1a WPT on TWI nM AD—TO-0254
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
SEE NOTE 1
JIn•urrw 1Ln 11b+1L MIL—Wnn JnV1rJ ", MUlldl
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0*
(241 FROM EACH END OF THE UNIT.
NOTES:
I. LARGE OPENNG = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.E
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAOR -
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REWIREMENTS.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (013) 726-1138
,`���Tuuuull
•: �,V 5 T E.o
ENE8703571
ONALTTT�r�`�
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CER11rED BY OTHERS
NO77CE 1 DRAWN BY:
THESE SPEOTICAMM AND DRAWCS ARE
MaNAL. PROPRIETARY. AND MWIMITTA
YATD;9AL5 OF JACOM MAMXACI"G
NG WCH MAXAMS ARE PRONGED TO TIE
RECPINT rOR 9Efi1C PJMM NO INST K
KEPT COrfM AL MO RM TROT D1IE M
ROVED BYAlt-
M1 1.5 sm
�...::.:..��� INC
,:�..: •r va v: m ItMONR
C.L.Y. 5-31-95
TYP. SINGLE WIDE T/D
AD-TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN. PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
.SEE NOTE
COL.UM N SUPPORT ME —DOWN STRAPS REQUIRED AT .COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 49' IN WIDTH.
MULII—WIDE FLOOR SHOWN
SET'ERATED FOR aARITY
V V V V V V v V
24' 24•
STMDARD VERTICAL. TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TE-DOWM SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXAAiIM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANDIOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF nE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS. INSTALL
ALL TIE —DOWN STRAPS AS SHOWN IN THIS DETAIL
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE —DOWN SPACING ALLOWED.
2. VERTICAL TIE —DOWNS MAY EXCEED THE STANDARD VERTICAL TIE —DOWN SPACING;
SO LONG 4 THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE —DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE —DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
IENE8703571
STA jqr�, qOF
FJ; 6 fAN
''%s��NAI �N•�`��
BY
ci 5 T995
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES NOTICE.` DRAWN orDATE REV. LETTER:
nas� sr�onc�ix>Ns AND oeAwNcs ME C.L.Y. 6-1-95
CRONAL PROPWMY, AND COWMIK DRAWING mi1: ARE PR%M TO 7HE /�
P.O. BOX 368 UVEMAU CF JACO 1 UM FAM&W TV. MULTI —WIDE T/D /-1
IN
SAFETY HARBOR. FLORIDA 34695 a"aPcx91°'r F(9 9 AM W51 K DRAWING NuuBM
PHONE.(813) 726-1138 out CdimnoL me wou n= 011E1E AD—TD-0310
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS 1
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
1 OPENING IE-DOWN I
A & B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT
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
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3 i5o LBS. MAXIMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .D35' MINIMUM
2INK COATED STEEL STRAP, OR EQUAL WITH 31so*
CAPACITY MINIMUM) $ 1. 477,S a ULTIMATE
LoA.o e)gvpC1Ty
NOTES: D
1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL
OPENNCS GREATER THAN 491NCHES. & U P To 1-7T-6" 'l121 B a44
P
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR P
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE ROR TYPICAL 1-BEAN
PIER CONSTRUCTION.
11
O`�• •Tsui' q •`
too. CO3S4S�'
;• STATE OF I
r ''• "4 O 1110 %
DAPIA APPROVAL:
APPROVED BY
� 0E 2
'NON II C
No b�rtT'Y�"ssMovc6
JACOBSEN HOMES NOTICE-°'" BY: DI REVLEITTR
THESE sPEaFIUTNIns AHD DftAWNGS ARE RR 10-31-95
m
UNIHAL. PROPRIETARY. AHD C04MTNL DRAWING 11T1iYATERIAES OF JACOM YANWACTWNG
P.O. BOX 368 W- SxH MATERXS ARE PROMED TD 1NE ZONE I TIE -DOWNS
SAFETY HARBOR. FLORIDA 34695 KOVIT FOR SPELFC Roan AID mm SE DRAWING NUYBD2:
PHONE (813) 726-1138 KEPT COW MTK MO SECRET TROT OTHERS AD-Zl -0001
74
ZONE I TIE -DOWN PLACEMENT
7MCAL I -BEAM
nE-ooWN
MAIN FRAME I -BEAM
SEE NOTE—
MAIN FRAME I -BEAM
END
CENTER
SPACING
CENTER
SPA
SPACING
ISPICIAnGI
ACING
SPACING
I I
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
END
��••I
—Aw.1u
JrAul•ns
WAUNU
Y UMING
TWICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
SEE NOTE �11 `SEE NOTE 01—
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM -
LEND CENTER CENTER END
SPACING ISPACING SPAT'-'T'��1
TRIPLE WIDE TIE -DOWN PLACEMENT
NOTES: ENGInMjjV.LRNL.
T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF �� fC,R�IFIC•q�:•C�%/
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. ND.004548$
'STATE OF
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DAPIA APPROVAL•
APPROVED BY
11
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LETTut
JACOBSEN HOMES ,NSF SKOnCATR1011�5 AM DRAWRZ ARE• mon"sx• TU RR °A 10-31-95 REV.
WGINAL PR"ETARY. AND EDtdWTIAL DRAWING TITLE
s :
P.O. BOX 368 MATERM OF JACOM MNAUPo IFACTNc T1E-DOWN PLACEMENT
,I We SUCH UATEFULS ARE PROMED TO THE
SAFETY HARBOR. FLORIDA 34695 Form FOR 7Etj1C RINSES AND MM BE DRAWING NUMBER
PHONE (813) 726-1138 Iasi Cd:WAk Apo SECRET n= ormm AD-Z1-0020
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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.I FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
BY a cd.
FE8 0.1 2000
INC.
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11 NOT= uaemm or. vn¢: —1..
JACOBSEN HOMES T,KSC > 706 AM DRAB AK M.T. 2-1-00
M=IPA. "wwT"T. µo Cuol xlm DRAWM 11T1E.
P.O. eox ]61! °AWRA�s Or 4W=WN UUWACrJPWe ZONE 1 INST.
Mc. Wa UUMAU ACE MWO TO mt
SAFETY HARBOR, flORIDA 3�1695 Kwm rap rm rwoas AN
rrn k OpA.NWC MD18ER
PHONE (727) 726-1138 Wf avuma9+l Aw SM NOW urmm - f10—Zl—01Q0
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/noRUER
LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. 'D' THEN 2 REOUARED EA HALF
(IE CI-'E EA. BEAM, ETC...)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAW UNIT.
VERTICAL. TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DC IBIE WIDE TIE -DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
ZQHE1 70W
EXPOSURE 'C' 90' 56'
EXPOSURE V 39" 46-
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET—UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
.NOTES:
EN ROV • • • .. "r DAPIA APPROVAL'
;•��p �°E, APPROVED BY
1. FOR WAD SECTIONS. EACH WUBLE SECTION' OF THE UNIT SHALL BE DESIGNED Q` No. O /Fa, -
INDEPENDENT OF THE OTHER STRUCTURE (IE. SHEARWALLS, TIE -DOWNS, RIDGE- EN 0357
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) _ JUN 1 5 1955
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NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SPEOnCAT10NS AND DRAMNM ARE C.E.Y. 5-16-95
OMONAL PROPIOETAFM AND OOIU1Oi1iTUL DRAWING TITLL
MATEMALS OF JACOM MAN UFACTIIRWC
P.O. BOX 368 III- M NATURWS ARE PROMOM TO THE ADDENDUM -INT. UNITS
SAFETY HARBOR. FLORIDA 34695 AECRENT Fa SKCt1C R/II'OSFS NO MJST BE DRAWING NUMBER
PHONE (813) 726-1138 01 CWWTA AND SECRET idol OTlm QUADA001
78
p
2.
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAN UNIT (REFER TO SET-UP
DETALSj
GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
IOVED FROM ROOF IN ORIGINAL CONDITION
CEPT FOR STAPLE HOLES)L
EL STRIP MAY BE CONTINUOUS OR PIECED.
NGLES IN THE DORMER AREA OF THE MAN UNIT MAY
SHIPPED LOOSE AND INSTALLED ON SITE AFTER
UNITS HAVE BEEN ATTACHED TO PREVENT ANY
NSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP
MM ONE SECTION TO THE NEXT.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PUMIETER RAL
OR ROM BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF ISECTIONS
MAY BE OVERLAPPED MIN.).
W/STAPIES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAILY. STRIP.
(SEE NOTE 1)
30 CA. CALV. STEEL STRIP
SECURED WITH 7/16' X 16 GA STAPLES
FULL PENETRATION INTO DECUNG
2 " O.C. MAX. SPACING (TYP.)
�GT'S TER `oF
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1NESE SKOMTXMS AND DRAWINGS ARE
OR PL. PROPRIETARY. AND oOtOID mi. DRAWING TITLE:
MATLRIAI.S OF .IACOBSEN MAMXACMUG
NG RICH MAIDW ARE PRMW TO THE
KWOR FOR 9M PUTO.S<S NO M51 K DRAWING NUM
WT CW MTLAL AND XCRET MROI OTHERS.
31 X 5' LAG SCREWS
18' O.C. (ZONES 2 Hr 3)
STAGGERED
r -DBYkR"-
419.�1N 1 5 1�95
INC,
u.rMr.nln®�ort
nucallowmcwaWTs
C.L.Y. DATE: 5-16-95
ALT. ROOF ASSEMBLY
III It QUADADD2
79
EIEIFIF�
EIEIEF�
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JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8