HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET-UP MXINUAL ADDENDUM
JACOBSEN
HOMES
600 PACKARD COURT
1SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret f tjieVw 0-� r% nN
REV-01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
.NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/ DUCT SUPPLY OR RETURN
HOLING
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 WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
DAPIA APPROVAL
'PROVED BY `
419im 1 5 m
(NC
JACOBSEN HOMES NOTICE DRANM BY: DATE: REV.
LETTER
THESE sPEanutwNs AND oRAwNcs ARE C.L.Y. 5-30-95
CF40NAL. PROMMARY, AND CONFMT{AL DRA►ANG TITLE:
MATMALS OF JACOBSEN MANUFACTURING EXTERIOR A/C DUCT
P.O. BOX 368 MG sxm YAmms AM FRONDED TO 7NE
SAFETY HARBOR. FLORIDA 34695 RECM1 FOR SPEOFIC PJPOSES AND MUST BE DRAMNG NUMBER:
PHONE (613) 726-1138 JUT CDWMTIAL AND SEDU FROZE OHM 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 FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DI-CONT!"!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)
NOTICE: DRAWN BY:
JACOBSEN HOMES TNESE sKoncooNs ANo ORAMIN6S Am C.L.Y.
■ O NN4. FROPRKTART, A" aoN MM4L DRAVMG iITM
P.O. BOX 368 YATMALS OF JACOBSEN LIMUFACr W0
„ SAFETY HARBOR, FLORIDA 34695 AEA fOR gr� gJM3 NO NAK PRW= MI K SWING muyBER*
PHONE (813) 726-1138 PUT CMUNDA APO SEM 11= ORM
APPROVED BY
1N14SAY
INC.
me
cm 1 FC6
DATE: 9-28-55 1
REV. LETTrR:
W.H. VENT. SYS. B
AD—AC-0100
3
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN FLOOR SYSTEMS
TO 1/f, INCREASE LAG LENGTH 1'
NDS01
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4% INCREASE
(ALL ZONES)
TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL DFOWRES)
30 GUL STRAP FASTQED M/
MMOM NUMBER OF FASTENERS REWR D
r90 TALE
EXPo6K
3/6' X 3 1/r LAG SCREW
7/11' X 16 sti STAPLES
WO 2GHE
E*VSRtE
MA70LAx1 SPACNG
MAXLRN SPA
M131' X 1 1/Y MAU
7/1r X 16 GA. StV%ES
'C'
Ilr OC.
2 1/4' O.C.
T:
3
S
2
2
b'
1r QC.
1 7/8' 04
b'
4
7
1r QG
Y
4
7
3
3
b'
16' ac
1 1/2' OLC.
b'
S
e
NOTESe
ENDW APPROVAL
DAP1A APPROVAL
APPROVED BY
1. 1' MR PETETRATIDN 15 REMO OM STAPLES FOR MIK 0.01r STRAP.
L 11000 Sams TD BE WrED FROM SPF p MIL OR BETTER.
oor ON rl Revised
May 24 , 2006
(r X 4' X GM ODTH WL SZE)
.� �3 .016
IINC.
(OSB oR PLYWOOO MAY BE USED 1F WDOISS EQUALS GAP MDTi1-4'x4'COLM,
ohn C. EIOA on, Pb.
3. 10r MAXBAAI SDEDALL NEW.
,
IK2 En n riK�, E'T.".
EDO
FEDEML MANUFACTURED MDYE
CONSTRLNCTION AND SAI ETr STANDARDS
4. SEE OT1E11 DEL%S FDA SEALM FLOORS FOR AIR KLTRA➢OIL
JACOBSEN HOMES
,OM>�T°�MA�AN
DRAIN BY.
M.T.
DATE:
05-22-06
REV. lLl1ER
DWI P.O. Box ace
SAL• PF"FAu,<r, so COFEUM
MAWAM3 OF 4ACOMM UNWACA M6
MAIMU AR PFV#M TD IK
DRAW TITLE
M/W FLOOR FASTENING
SAFETY HARBOR. FLORIDA 3095
PHONE (513) 726-1138
Nc 3101
KOM IU1'.PM PJF= AO MW HE
Un CMF OUL AO OW Fuel of M
DRAWX WIDER:
R:
AD-FA-0001
ADDENDUM-
MULTI -WIDE. UNIT WALL FASTENING
ENDWALL -
NDS01
NoTms
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
8. O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
DIGNM NI MMVAL BAP1A APP110Ok
APPROVED BY
0 00*r Revised
S ?'� ab AMay 24,2006
Jahn C. Doeden, p.6. INC.
K2 Eno" wring. Ina. FROEMLEYMui.C7U11EO NOYE
COMSTR1K.ilOR MO SAFETY STM )AROS
JACOBSEN HOMES
> »►"�i o mum Im
0RA1N P. M.T."
05-22-�
xE� `�
EAK3SAFE7Y
P.O. Box 36B
�.�,�,�
mhum u a i1=m MMMACPAW
W. 20 VAIM s Ai[ lRO=1011t
WAMW 11�
M/W WALL FASTENING
B
HARBOR. FLORbA 34695
�m NO K
��C �
PHONE (813) 726-1138
IE mamt m mn�m anm
AD-FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 -GA. GALV. STEEL STRIP --<-
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
-LAG SCREW SET BACKS
FOR TRIPLE WIDES
FOR DOUBLE WIDES�
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS I I
AT A 45' ANGLE
STAGGERED`
ROOF PERIMETER RAIL'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE #4)
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
—.30 GA. GALV. STEEL STRIP
T X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTIL. ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
PANVIw
f3/6' X 5' LAG SCREWS ••LAG SCREW MI BACKS
(2 1/4' SM001H SHANK) FOR DOUBLE WIRES
-(- SEE CHART ON AD-FA-0001 FOR TRIPLE WIDES
FOR MAXIMUM SPACING
21 4 *34*1 4' TO3 4' GAP_
CROSS-SECTION J �- INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS OR FLOCATIONS FOR LAG SCREW TO GO
TO 1 INCREASE LAG LENGTH 1' THROUGH MO TO KEEP CONNECTION
ILO FOR GAPS TO 3/4', INCREASE TIGHT. (SEE NOTE 2)
NOS01 uG LENGTH 1 1/2'. REF CAL.C. PG.
(ALL ZONES) CROSS-SECTION A GAP) c WA- 91.01- 91.07
(ALL EXPOSURES)
NOTES:
EHp W APPROVAL•
DAKA APPROVAL:
L 2 1/r' WL PDIEM101 100 RECOW HOW 5 REOUrii! FUR LAB SUM
2. WORD 2W TO BE RIPPED FROM SPF p MR OR LETTER Ic
X C X WP WDTH MR SM
APPROVED BY
1T
09 OR PLYMOOD MAY BE USED F MWESS EQUALS GAP M D1 4' X C UK Sid
s. /
! Q
Revised
ON May 24 , 200 6
I SEE OM DETALS FOR CMFLLIN ROOF KiMCTOL
John C. LiOAOe�. P L-.
I N C
4. *0 IWALLM A LAG WO KM A RIDGE BEAM FitST-MIL'A 31e [1fAR U
K2. EngW-*ern Tg, Inc
.
FEDERAL MANUFACTURED HOME
HOME MUM THE FIRST MM BEAM. SECOF"RLL A 1/4 HOLE THROUGH TIE
CONSTRUCTION AND SAFETY STANDARDS
RECG%M RIDGE 1M➢W FOR THE THREADED PM70 OF LAC S" DIM DINS ARE
FOR 31lr LAG SMI MS OILY.
S lQr HA70 M SE MALL HEIGHT.
JACOBSEN HOMES
Nomcm
gm womc ws AND mA-= ARE
DRAYN BY:
M.T.
DATE
os-22-06
REV. 1ETot
P.O. Box 36B
O wKq. FRWIETM r. AND aawmom#L
WATE NS Or AAaoM �ACnIF"
WAYM Ink
M/W ROOF FASTENING
AIc sn wmws m Pro= To THE
°�'�'c "�"�'t
PHONE (81i3j 7i6-1i3
Lam. a� ono as
AD-FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL. RIDGE CAP COVERING
LENGTH OF ROOF (MUL f OVERLAP AT %AM) CENTER OR MATING LINE
SECURED WITH #8 X 711C HEAD X f FULLY THREADFA SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB VAT" END ZONE)
I• I
I I \J,
I R X 7/16- HEAD X Y
/ ILLY THREADED SCREW
RIDGE CAP -� i (NO MORE THAN It O.C.)
I I �
j I I Cl
a
1 I 1 B
m_
ASPHALTIMPREGNATED
SEALER STRIP BETWEEN RIBS I
OR CLOSURE STRIP RUNNING 1 1
ENTIRE LENGTH OF ROOF
I I METAL ROOF PANELS STOP
I , APP. -3" FROM CENTER LINE
It
I ,
' M GA. GALV. STEEL STRIP
Ref: EX-13-0051 and 5. X LENGTH OF W (SEE AD-FA-0020)
AD—FA-0020 SECURED 97H 7/160 X 16 GA. STAPLES
FULL . PENETRATION INTO DEO(ING
(ALL ZONES) (SEE CHART ON AD—FA—OODI MAX. SPACING)
(ALL EXPOSURES) .
luArno. APPROVED BY
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
ep
STANDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING. Vgd;)-ZS�
ON P1 IN
10,2008
METAL PANELS ARE 29 GA. MIN. STEEL WITH V O.C. RIBS�.
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND -G. Doadoi +s FEOEAAL W!lgIFACflllEo xorE
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN g, InG coMsrnucnoH AND SAFETY sTMOMDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
3333 JACOBSEN HOMESNOP= WAN W. D.M.T. DAZE 08-25-08 REV.`
olm
T gmmws AID w1um
oR�u. PROPAEURI►. AID ca�xiul. DRIWYI6 TOtE
Wium of �usarFAci m METAL ROOF RIDGE CAP
fftP.O. BOX 36B Rm am YAiH01115 Al1E Form 70 TIE
SAFETY HAt IL FLORIDA 34695 WRIT FtR YM A1Ms M M IK DBAYDID AAl�it
PHONE (813) 726-1138 an m,Fmim me saw ma umm AD-FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD—FA-0020
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
Is MULTI —WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA APPROVAL•
PROVED BY
11H INCJIM
0�11ACTUM "m
lo" MO SAfL715wom
NOTICE DRAWN BY. C.L.Y. DATE. 6-5-95 REV. LETTER.
JACOBSEN HOMES THESE sPEOnCA7OHS AND DRAW= ARE
■ MONAL, PROPRCIMY. AHD CANIMTK DRAWING TITLE
P.O. BOX 368 MA70 Ws CF dACMSEN NWAC7MG M/W ROOF SEALING
„ SAFETY HARBOR. FLORIDA 34695 Flova rGR SKCM ROW "KW BE DRAWING NUMBER
PHONE (813) 726-1138 IQVT OOHF10E1ITK AID SE001`10 OO+E M 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
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)
DANA APPROVAL
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
AP
PROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
JUN I 5 1995
(EXCEPT FOR STAPLE HOLES).
qWvimosomnvownACTUFMNOW
INC.
J AC O B S E N HOMES
NOTICE:
TKSE SPECIFKJ IMS MD DRAWNIS AM
DRAW BY: • C.L.Y. DATE: 6-`J-9S
REV. LETTER:
WONAE. PROPRIETARY, AND CONMENTI&
YAIERIALS W JACOM MWJACtIRING
DRAMLNG nTLE: M/W ROOF SEALING
P.O. BOX 368
wG SM YAIERIALS ARE PROM M TO THE
SAFETY HARBOR, FLORIDA 34695
RECPINT EOt SKCFX R1MM NO LAST BE
n= OTMOM
DRAMLNG NUMBER:
AD-FA-0026
PHONE (813) 726-1138
IVT C04WroL 90 SE00
SHIPPED LOOSE HEARTH EXTENSIONS
H P.ARTH. INSTA1.I.ATTON-
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EX89ON AREA
2. INSPECT THE META RAM, G IN THE HEARTH AREA TO INSURE THAT IT HAS
BEDI INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
1 LOCATE PE HEARTH EXTENSION (SHIPPED LOOSE N THE NNE) AND INSTAL FOLLOYANG
THESE STEPS
A. CAREFULLY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 +8 Y 2' WOOD SCREWY
C. FILL THE AREA BETNEEA THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WIN A NON-COMBUSTABLE CAWING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
. TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
.JW28rZ
N114LNG
RDf�Il4wNACiV1®N][
a�au,c�aaawrnsruarq
NOnC1: DRAW BY.. DATE REV. LETTER:
JACOBSEN HOMES C.L.Y. 6-16-95
. mESE saEarni►noHs AHo orurnncs ARE
0MONAL. PKM7ARY. AND CMMEHM DRAWNG TITIF SHIP —LOOSE HEARTH
" P.O. BOX 368 � yA o � �xn TO TC
Ljjwzu PHONER(011R3) FLORIDA
26 1138 95 � cwmuk No C RlMu M ODOM DRAMIWG NUMBER AD—FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately.. This
test should be given to all smoke alarms individually.
APPROVED BY REV.
0000or ON 14 OR Z 5 20
INC.
FEDERAL MANUFACTURED HDN1E
CONSTRUCTION AND SAFELY STANDANUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
u
TRUSS SHEATHING
APPROVED EY
IN
INC.
f®ERAL MANUFACTURED HOME
W i�5f RUCAON ADD SIVFETY STMDAiiOS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL —
,a WR ;Kowl
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SNEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
MARRIAGE WALL
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
NE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALA110N.
3/8- SHEATHING TO BE INSTALLED ON -SITE
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE. TRUSS.
VANDZONE III
(18' X 14 I/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
(110 MPH)ALL
EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL-
1. 3/6' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
PANEL EDGES AND r D.C.
APPROVED EY
All ALL FRAMING IMIIENMMS`(NO'GLUE`•REGUI�
000or
ON
MAT
a
eox
14 INC.
K2
fEm& MANUFACTURED HOME
CONSTRUCTION AND SAFEN STANDM i
JACOBSEN HOMES
NOTICE:
nmSE SPEaFKAIMS
DRAWN BY:
R.R.
DATE
4-27-98
REV. LETIER:
m
BOX 368
AND DRAWINGS ARE
ORIGINAL. PROPRIETARY, AND CuvKxmRAL
MATERIALS OF JACOBSEN MANI1FACn1RINCTRUSS
W_
SHEATHING
DRAWING TITLE:P.O.
SAFETY HAR80A, FLORIDA 34695
PHONE (813) 726-1138
SWA MATERIALS ARC PROVIDED TO 1HCREcmNr FaR SPCCOX FLFPM AM MUST BE
KEPI
DRAWING NUMBER:
CDNnMllAL AND SECAn MOM DTWM.
AD—HR-0001
HINGED ROOF DETAIL
COMM OF PAIR M W ROOF FROM
Sti m Pa911Qi To SET-W Pam IS
A mx. n 1%r.
1FT mf1D ROOF WE M SM6'*w1mT ■11
l�p1A1N'JIL KNO MD VX TRAM 12 W
APART. LDGi UnM POIi15 WM Jr OF
QD OF ROOF SECROM, A161 AUOD IFTNG MW
2FEET aFAW=NXRNRAIL
HINGED ROOF IN SHIPPING POS11ION
HINGED ROOF IN SET—UP POSITION
NDS01
NOTES:
1. BRACE NO ROOF SEC= N THE RAISED P09M W" SWIM HM
wo P06o Km Pond
ma = POST l0 ROM WAIF
6 SPF j7 FD®w P05i lw m
•CIOzrMOODwwOR3-PYr
am
REF. CALL. PG. C-RF- 223.0 - 223.6
John C. Daedon, P.-L.
► 2 Eng wwrinq, Inc
APPROVED BY
�� 1 Revised
Jnun' 06,2006
(I VC.
FFDFRAI YAWIFArf ffD HOW
CONSTRUMON AND SAFETY STANDAM
HRnw U.. - -- --
JACOBSEN HOMES um aa>a ?m �•A• 06=o2—O6
m was II"FACDfn! n ORAINNG lI1lE HINGED ROOF DETAIL
P.O. BOX wo NG SU01 WiCiAli AIE f7QM 101E
EIWLISAFETY HARBOR. FLORIDA 34895 Rl1EQ 10 4BofIC 1IR03S AIO Yaf K. ORAwfIC N um
PHONE (813) 726—u3e I wT wfm K ma Sa Fr aR AD—HR-0002
13
HINGED ROOF DETAIL
WER AYMENT TO BE GLUED 3' MIN.
ON BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERIAYMENT AND
AND A YIN. 4 1/2' WIDTH OF ROOFING CEIENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISNC HWIGED
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
3-18 X 3' WOOD SCREWS EACH SIDE OF GAP. APPROVED BY
Revised
. NP1Nov 30,2006
• INC.
FEDERAL MMUFAMRED NONE
\ Ow- CDNMUCFION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
VANDIONE 11
(110 MPH)
All EXPOSURES
NOTESs ENGNEFR APPROVAL: DAPIA APPROVAL:
1. LiRACE RAISED ROOF SEM IN WE RAISFD M10 NCR SNWQNG HINGED
KING POSTS INTO P05111GIL
1mS 0� .
John . Does P
K2 Eng+nMk* m
NOTICE. oRAfAI By, DATE REV, 1Fi1i
JACOBSEN HOMES 1asE -weamwe AND DRAW= ARE D.T. 10-02-06
/R� �'D ao:loo+nA< DRAWN- TIRE:.
P.4 Box 366 � � � � HINGED ROOF DETAIL
SAFELY HARBOR. FLDRbA 34693 KWM l01 ftW AW= AND,1= DRAWN- WWM PHONE (613) 726-1136 MR a-mm"Alm sow fro mas. AD—HR-0003
1
1d
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 150 FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 ONE-PIECE SHINGLE
CONTINUE 151 FELT TO ROOF PEAK ---\ UNpERLAYMENT
f MIN. OVERLAP (TYP•) zo
CD
v
6' MIN. TAR AS SHOWN
I I .(APPLIED ON SITE)
z
1 SEE NOTE /3, _
I I-� •••
1 I I 1 I I I n
SEE DETAIL 'A' �
I
1 I 1
1
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
1 CEMENTING OF 15 j FELT IS NOT REOUIRED IN ANY AREA EXCEPT W IX NOTED.
r
FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) >f
3 EXTEND THE FIRST LAVER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MIT. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FUND ROOF -
INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS*AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT),
AD-HR-000Z, AD-HR-0003, AND AD-HR-0004.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICL
,Hm ggDw l m MIND DRAII ='Am
gowL s DRAW
MAMINAIW. SM MAIDW AK FROM M ,O 1i
K DRAW
1gww oii AIo SfL1�iET nm Ohm m I
WINDZONE III
(110 MPH)
ALL EXPOSURES
-OPROVED BY
SFF 2 2 20
IPINC.
MANUFACTURED HOME
rilON AND SAFETY STANDARDS
M.T. 1 "-'- 9-20-03
SHINGLE AND UNDM AYMENT
AD-HR-0005
I
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6.1/2" O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 15' O.C. RAFTER AND
3 1 /2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
-lV
NDSOI
NOTES;
I. SEE AD-HR-0007 FOR INSTALLAIION OF UNDERLAYMENT AND SWNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
CRC - 167.01 - 167.02
PEER APPROVAL DNA APPROVAL -
APPROVEO BY
Revised
04 un 09,2006
John 0. liOtad E, P.C. FEDENAI M�MIFACiU IDN INC.
CONSTRUCTION •NO LFET1' SfAlID1RD5
Enginwring, Inc
OU
FIRO JACOBSEN HOMES NnaonesAro �AT•^•�
TNEsc aures MCelc O.A. 06-06-06
OieONsau
M. PRDPR;TARY. AM rd1F700111AL ORAWN6 AIIE:
YATOEALS Or JICtD= WNl�AL1URNC
. P.O. Box 368 Esc 9" YAnRU ARE FWt= 10 DE PEAK INSTALLATION DETAILS
SArETY PHONE (727) 7266--1-113B 695 m� r� TTAM S100 FUN Of i DRA1iWc NU16ER AD-HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
TOP COURSE(S) OF SHINGLES TO
SITE INSTALLED SHINGLES (USING THE OVERLAP PEAK AS SHOWN_.
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
SHINGLE INSTALLATION
INSTALL FIRST LAMER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
I NOTES:
INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
IBY .
AUG 0 I
INC.
NOTICE: DRArRI BY: DATE: REv. LETTER:
JACOBSEN HOMES Twg SP+:011INS NO DRARNa ARE M.T. 7-28-04
O MAL Pfltpl TAR►. A1D WiYdEENAAL DRAWK TITLE: _
,. VAIERALS OP JACOBSirI mmwhCNg1RG SHPIGLE/UN DERLAYMENT INSTALLATIONP.O. BOX 368 NG 101 IUTEIRALS ARE PROYM TO iK
SAFETY HARBOR, FLORIDA 34695 REOMI FOR SEM PIAFW NO RUST K DRANRIG MNLBER
HIPHONE (727) 726-I138 IvT CdfWVK AIO MET RIOT oTRDIS. AD-HR-OW7
1
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
NEM EIER W/ STAPLE OR NAL
BANDING STRAP ". PED' AROUND PIPE AND FASTENED TO FLOOR FRAMING
ADE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
I OUTLET. WHERE VS CRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8-
OOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
..,J VIEW OF DRAIN PIPING
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES DcsESKCM SSf�"aMAO=Am. DrUtwer. R.R. DACE 7-17-97 revLErILx:
MrAAL PRMIA". Alm 00faEUU'l MAIM PILE
SM MAXIMS d A DMIYWY'ACVA*4
P.D. R, xa W- sm Y„ l ffixg A,a „,� r, it
PLUM,.O
ING SUPPORT
SAFETY HARBOR, FLORIDA 3�695 K~ FM SWX ntaM AV W= K DRAPING NUY30b
PHONE (eu) 726-1`138 an cmnODM Mo soar lm CUM AO—PL-0001
18
OPEN PORCH RAILING(SI
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
NOTES:
PPROVED BY
I�
INC.
RAL MANUFACTURED HOME
ST RUCiIOW AND SAFETY STANMU
JACOBSEN HOMES
"0T1C
n+ESE svEcncATR>Ns AND cs u�
DRAW
M.T.3-30-05
a>E
REV.1ETTER
ORGINAL. PROPREURY, AND CONFIOENRAL
DRAVMG IRL
mq
P.O. BOX 368
MATERIALS (IF JACOBSEN MANUFACTUM
NC SUCH MATEAwS ARE FRONDEO TO INE
OPEN PORCH RAILING S
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
REOPM FOR STM RMOSFS AND NMI BE
IVT CWOENIK AND SEW FROM O*M
ORAI9MG NUMBER:
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 rt< ROOF), SOLAR TUBES AND PLUMBING
41 VENTS SEE AD—PR-7007 do 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 j` SEE AD—PR-7008
SHIP THIS SEC. LOOSE
't (SITE INSTALLED) � — — —— — — — — — C
FOR OVERHANGS
SEE AD—PR-7OD3.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED \— FOR ROOF VENTING BOTH FACTORY --IPOLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI jL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITI- -ATE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
DAPIA APPROVAL'
APPROVED BY
Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE
DRAWN BY:
DATE
REV. LETTER:
JACOBSEN HOMES
,HIM ��I,TIM „M DRAWNM AMO.A.
10-24-07
min
ORI64UL, PROPRIETARY, AND CONFIDENR&
MATERIALS OF JACOBSEN YANUFACTURM
oRAW1NG nRE:
ON SITE PITCHED ROOF DETAILS
P.O. BOX 368
INQ SM MATMALS ARE PRDMDEED TO THE
SAFETY HARBOR, FLORIDA M95
REfpENT FOR SPM RNMES AM MIST BE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPT CWWENTIAL AND SECRET FR01I OTHM
AD-PR-7001
20
ROOF- TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING r SITE INSTALLED 7/16' MIN. ROOF
WITH 7/16' X 1 1/2' X 16 GA. STAPLES DECKING SECURED WTH 7/16' X 1 1/Y
(12) EACH SIDE OF MARRIAGE LINE TO X 16 Ga STAPLES, 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 15' CLC. RAFTER.
SEE DETAIL 'A' SEE NOTE 11
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TO
ALIGN WITH [J. RAFTER BELOW. FACTORY INSTA :ED
a/
SEE NOTE /2
EBE E RIDGE
14�S lk I 18' MIN.
NOTEDECKING WA
CROSS-SECTION
FACTORY INSTALLED RAFTER
(CENTER SECTION)
w1NDzoNe•�
ALL EXPOSURES
(110 MPH)
REF. PG. RC-07-0044
20 PSF ROOF
10 PSF D.L.
NDS01 REF. CALCL C-FS3 - 88.01
NOTES,
ENCI*XR AWWWAU
DAM AMOYAU
I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WMTH
2-/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WTH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION WIN.)
Z ATTACH A LIE RAFTER RAILS (OR RIDGE BEAMS) WITH
Jun 09,2006
N 14
j10 X 4 1 2 SCREWS 9 QC MAX. SPACING.
,fs Q,�
C.
I SEE AD-FA-0020 FOR GAP TREATMENT BETYIEEN SECTIONS.
John C. 8 enm' PP.k.
An" omwaclu I-NN
K2 Engirmering, Inc.
ma
CO"smucnm•MD s"mr sT"o"oS
JACOBSEN HOMES
NO=&
s �
CRAW 81.
o.a
DA7E:
06-02-06
Idv 1ET1Eit
P.O. Bolt 366
SAFETY HARBOR. FLORIDA 31695
wcmnmr
wlomus av A=M KANWACn�s�e
W6 R,„ UIDI„u AK P� 10 If
A
H
DRA DTIf
ROOF TO ROOF ATTACHMENT
DRAW$ M I IA
'AD—PR-7002
PHONE (727) 726-1138
na m Re YU= PLIP00 110 VW K
tm ew wrc Me KMI wa pm
21
RAFTER TOP
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19, O.C. MAX. BETWEEN OUTLOOKERS
~+ aC "...
2 X 6 OVERHANG FASCIA
THIS TRUSS NST&LED ON SITE
BOTTOM CHORD 160-
DOUBLED END ZONE RAFTERS
TYP. 160 O.C.
l9.0
Al,(,� 0 y18• D
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' 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..131- X 3'
NAILS OR MIN. 7/16' X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAAMUM INTO TOP k BOTTOM
CHORDS ONLY.
'*" 2 X 6 OVERHANG FASCIA
2 X 6 FASCIA FASTENED TO OUILOOKER �
END ZONE ASSEMBLY NOTE:
W/Ii9N. (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MIN. (3) .131' X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) DMU
(TYPICAL AT ALL CENTER BRACES) IN THE ENDZONE PER FASIEIER CHART.
SINGLE TRUSS ONLY
REQ'D OUTSIDE OF
3 FL AM
SS MAY BE
PLACED ON EIM SIDE
NDS01
NOTES:
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. OUTLOOKER FASTENING.
FASTENERS:
QUAM..
PENEIBMIM
J31 PD NNL
5
1 1/Z�
15 GA. • STAPLE
8
1'
fe SCREM
2
1- (INCL TR')
OU1 OCUR FASTEMRS MAY BE IMAM VNNMONE 111
FROM TOP OW DOWN F KIMIN ALL EXPOSURES
6 yANTAIM, (110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. L& ' C-RC-197.01-197.02
DIG M R APPROVAL DARA APPROVAL
APPROVED BY
00o
Feb 05,2008
z'f(�14 rNC.
FEDEME
John C. Doe�n, P•�• CONS LIIAONANDURED STANDARDS
O)NSTRUGTION AND SAFETY STANDARDS
K2 EngineGTlrlg; Inc.
JACOBSEN HOMES
NOTIC@
TNESE s4EaIts uw m O mos ARE
DRAWW BY:
O.A.
DALE
1-29-08•
M. LETIM
ORMAL, PROPR6MRY. AID WFW ML
UAIERM OF DAM )FACRM
DRAWW VM'
A
P.O. BOX 36B
W- 80 MATOWS ARE PWWW TO TEE
END ZONE RAFTER/OVERHANG ASSEMBLY
SAFETY 138 695
SUC
DRAWDG NUABERPH�726-1
� mMMOW�am
AD-PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16" ON CENTER
MN.
— I TRIPLE WIDE CENTER SECTION PEAK
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION & REMAINDER OF AT BLOC CONTINUOUS PANEL
BOTH OUTSIDE SECIONS (2 FULL
ROWS OF SHEATING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT I LMANUF. INSTALLED DECKING TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
I
1b
VAND20NE 01
ALL EXPOSURES
(110 MPH)
20 PSf ROOF
10 PSF D.L
NOTES: r,.�L,.
1. 1/B' MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING �:—A
PERPENDICULAR AND PARALLEL TO TRUSSES, APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 Waz�:� Revised.
SPAN RATED) DECKING (EQUAL OR BETTER). John G. Do d-: r ' Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE
SAME DECKING PATTERN. K2�flC� «yTl� 1; . tl;c.N r NC.
FEDERALEiAEIUFACfURED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2" X 15 CONSTRUCnON AND SAFETY STANIMIDS
GA. STAPLES AT 3" O/C EDGES AND FIELD
DRAW BY- DATE RtV. LETTER:
JACOBSEN HOMES 11ET� SPEfi1CAAQ NO DRAUM Alf
O.A. To-24-0�
aWONAL MW ElE1AW NO OQi1DO IX MARL lRE n
P.O. BOX 388 MATFNO W ,UECGBM MMWAClIUM
wt Sm MV1axa AEEE: EIRVYIDED 101NE ON SITE PITCHED ROOF DECKING INST.
sAFEPH(�HARBOR. T FLORIDA23 ss 9 o0I � WEB oRArwc M> AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
DAPIA APPROVAL:
APPROVED BY
41 � Revised
Oct 25,2007
INC.
:RAL MANUFACTURED HOME
STRUCTION AND SAFETY STANDARDS
NOTICE
DRAWN BY.
O.A.O.A•
10-24-07
REV. LETTER:
JACOBS EN HOMES
THEM SPE�,�ATE: AM DRAWINGS ARE
FRiOMETARY, AND CONFIDENTIAL
AORNMAL.
DRAWING TITLE:
MATERIALS °F JACOBSEN MANUFACTUM
SITE INSTALLED PITCHED ROOF VENTS
❑"
P.O. BOX 368
W- SUCH YATERWS AM PROW= TO THE
BE
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REUENT FOR SFEOAC PURPOSES AND HST
KEPT COKMENUAL AND SECRET FROM DIM
DRAWING NUMBER
AD-PR-70O5
24
ROOF VENTING
ir. 100 S0. vL CUTOUTS FOR
VENTI AM OF ROOF SECTION
i ■' (SEE CNARi FOR RE.am its)
r_
100 SO. IN CUTOUT VENT HOLES
R N
EQUIRED 1N FLAT
ROOF SECTIO
(16n X SECTION Lma
CUTOUT NOTES
0 TD IS -r
I
15-C 10 31'-.r
2
31'-3' TO 46 -IW
3
16 -1 10 6 -6
4
6Y-6 TO -0
5
I I . MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
"I
I MARRIAGE WALLS
c I LOW VENT LOW VENT
a -a
I
•50 SO IN. VEN75 REQUIRED
I `3 FRGH PENT IN SI E INS ?Allyn SRUSS SECTION
= r_
.. -
I CENTER LINE OF CENTER SECTION
(Nn z SECUX U=T1!
N01 IMIL'
WE %M
A b-!
1101E
rot
31- 101�-
T
UK
4w-w 10 Gr-r
I
I I EA SK
IS a,--3
21A SK
fit
i aN701=1D00OW6*US
a-r
1 • LOW WENT_ TTP. 50 50. iK ROOF VENTS LOW VENT
(SEE CHART FOR REOUREMENTS)
V( l MARRIAGE WALLS
Ir
I SITE INSTALLED CENTER SECTION OF ROOF.
I
A
DAPIA
INC.20
IP
MANUFACTUREO HOME
iCHON AND SAFETY STANDARDS
DRAIN BY. - DAM REv LETTER:
III JACOBSEN HOMES mm s'EC111CJ►�AO AM DRA.RsN[ R.R. 01-22-04
T� uiL oRATr+c E RW VENTING
I, P.O. BOX 368 We WM MAUS S N[ FRDW= 10 TQ
SAFETY HARBOR FLORIDA 34695 KWW ►oR SPW ftWM NO KV K DRAWING MAI ER
PHONE (727) 726-1138 1wT COIn0 ak NO S»i nm Otoa AD-PR-7DD6
i
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT CAf
(OR SOLAR
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT
(SEE DETAIL 'A')
\ /SITSECTIONLLED OF ROOF ER /
�— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
SITE INSTALLED
PLUMBING VENT PIPE
/(Ex
TEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
:XHAUST DUCT SPLIT
1ND FASTENED TO ROOF
1ECKING OR BACKER
VITH MIN. 4— 8D NAILS
N LIEU OF FASTENING
IUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
ti
SHEET METAL
SCREW
@"`I�'—FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING. -
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPUCED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
µSICOUPLER
TE INSTALLED)
InYVENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
DAM APPROVAL:
APPPOVED BY
JUN I
INC.
FEDERAL ANUFACTURED HOME
rnNSTRU TIDN AND SAFETY STANDARDS
NOTICE DRAWN BY: R.R. DA>E O1-23-04 REV.
LETTER:
J AC O B S EN HOMES TMM SFEFr,uuals AM CRAWNZ AK
Olaou- PMVKTWI, AM CO1itOD UX DRAWING TIU- _
N P.O. BOX 368 W- RICH AT oir " r+AIWSACTO INE PITCHED ROOF EXTENDED VENTS
.tc. sual rnuTeAts Nt[ Pti0Y0EO ro t1E
SAFETY HARBOR. FLORIDA 34695 RECPIERT FOR STfOF1C PUWOSLS NO 051 K DRAWING NUMBER:
` PHONE (727) 726-1138 KEPT CO1IrID%q ". SECRET 1ROr OTHM AD—PR-7007
12a
SITE INSTALLED SHINGLE AND UNDERLAYMENT
HELD INSTALLED 15f FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 91H A 6' MIN.
OVERLAP AND A MIN. 6' WDTH OF ROOF CEMENT..
151 FELT TO HAVE A 6' YIN. OVERLAP 15f FELT ALSO CEMENTED WTH A 6' WIDTH AROUND
AND A MIN. 6' WiDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND :
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I c
• ` FIELD INSTALLED ROW SHEATHING b�
.� r -1 r 1 r� r, _1 r -1 I �'�
6' WDTH OF ROOF CEMENT WHEN
t 1 t L OPTIONAL 15f FELT IS INSTALLED.
r- 1 r -1 •'•'
-
r
OPRONAL LAYER OF 151 FELT
r `1
J�
� I
ONE-PIECE SHNM
INOERIAYYFNT
ROOF SKEK NG (TYP.)
THIS Row OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECICING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
FASTENING DWTAIL
NOTED'-
1. CEMENTING OF OPTIONAL 150 FELT IS NOT REWIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15 f FELT IS NOT REQUIRED. (FASTENERS APPLIED
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) jOhrI (I�,�j�=+�Sn'
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KP_ F_ng;l Lc-;: 09, InG`
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
YNNOZONE O
(110 MPH).
ALL EXPOSURES
OVED BY
Revised
Oct 29,2007
rpNC.
MANIFACTHRED HOME
C ION AND SAFETY STANDARDS
O.A.
NONEMs,:
JACOBSEN HOMES oNs A..w�
TNEg sP�raTlND dLA.Ncs lO..to-24-07
FlAWA OAttilX. PROPii fMX AN COFIOBLIYIL WAV" W&- A
P.O. BOX _W NC am Y OF p om m SITE INSTALLED SHDIGI E AND IIFDkALAYL HT
cm SAFETY OOR.FLORIDA �s5 �r at�lc Nlweo PHONE
�an AD-PR-7008
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
oe
b/
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105" X 1' MINIMUM ROOFING NAILS
OR .1137 X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA MATH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME, MATH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE.OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED MOTH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES
DAPIA APPROVAL:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X 1- X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
INC.
FEDEIIAL
MANUFACTURED HOME
CON
RUC110N AND SAFETY STANDARDS
JACOBSEN HOMES
NOTTCB:
TKS<SKCIFICA1IMISAMM>RAIMAK
DRANK BY:
M.T.
DATE:
02-04-04
REV. LETTER
DMANNC TITLE:
G GNAL PROPREIART, AID COWM1tA1
Aa, P.O. BOX 368
NABS a jm=sD# uAWACT11mS
IK- 901 MAXRIAIS All PROVOM TO 11E
TYP. FLASHING INSTALLATION
DRAWING NUMBER -
AD—PR-7009
SAFETY HARBOR. FLORIDA 34695
PHONE (013) 726-1138
REaMl rot SPL1f1C NIRPM13 MD IUST K
ITT arsmt>tW NO SLCK1 n0I O>NIX
28
ADDENDUM
GENERAL NOTES / TIE-DOS"NS
NOTES:
I. 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-CCYNl S WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING: VID4 ANCHORS ARE NOT
INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL ME STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 07. OF
ZINC COATING PER SQUARE FOOT OF STEEL
a DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 16 WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWAL.L HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH.I-BEAM AT THE -CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME 11E-DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN [-BEAM (AS SHOWN ON Tf. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL ME AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHMH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXMUM 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 REOIIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC RE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET—UP MANUAL AND ADDENDUM FOR 6LOCKBNG REQUIREMENTS. ALL BLOCOG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
%.cQyi ROVED BY .8A,—
THESE NOTES AND DETAILS ARE APPLICABLE ? a` No. O : - T 5 1
FOR WIND ZONE 1I AND/OR WIND ZONE III. THEY - t ENE8703571 i
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' INC,
AND EXPOSURE V. SEE APPROPRIATE TABLES �
FOR SPECIFIC INFORMATION ON EACH. TATc • �,
%,� p�.•• N5 4/4 �.:' k► wosArEnsuND+Iof
NOTICE ''���ATT Illlll ► iA�� C.L.Y. DATE. 5-19-95 REVLETTER
JACOBSEN HOMES THESE SPEWCATIONS AND DRAMINDS ARE A
ORDINAL. PROPRIETARY. AND OWIDENTUL DRAIG 711M
IRE
P.O. BOX 368 MATERIALS OF JACOBSEN U&WTAC71ANC TD-GENERAL NOTES
SAFETY HARBOR, FLORIDA 34695 RESENT FOR VECEIC SS ARE NO YAT BE DRAWING MUSER.
PHONE (813) 726-1138 PM COWIDENTLAL AIo SECRET RIOY OTHERS AD-TD-0001
29
ADDENDUM
C
NORMAL TIE -DOWN SPACING TABLES Ott
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
„'
MIN.
WIND ZONE II
WIND ZONE III
YIN• ott.
ANCHOR
YIN.
ANCHOR
FLOOR
WIDTH
EA. END
ANGLE
D 6
E END OF
ANGLE
O
ON
EA. SECTION
YIN. B
EA SECTION
.
Y.N. fl
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2 1
50'
3
38'
26'-8'
2 1
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE n
WIND ZONE III
SPACING
DEL
DEL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150b
40'-50'
24'-O'
12'
B'-0'
3150 j
40'-50'
6'-B'
3150#
40'-50'
254
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
3150
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
UK Ott•
EA. END
ANCHOR
N
YIN Ott.
EA. END OF
ANCHOR
ANGLE
FLOOR
O
WIDTH
FA SCION
YIN.. B
EA. SECTION
MIN. B
20'-0'
2
50'
2
68'
1
24'-0'
2
70'
3
50'
25'-4'
3
45'
3
60'
26'4
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE 14
SPACING
DL HEAD
ANCHOR ANGLE
SPACING
ML HEAD
ANOIOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31508
40'-50'
24'-0'
12'
S''
31501
40'-50'
4'-0'
31501
40'-50'
25'-4'
12'
5'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
26'-8'
12'
5'-4'
31501
40'-50' %%%
++EIEITT '-0'
3150#
40'-50'
NOTES-
-
ENGINEER` O ii�4
xx
DAPIA APPROVAL
1. SEE AD-TD-DO01 FOR ADDITIONAL REOUIREYENTS.
GNST
' .� F ' =APPROVED
Q . o'.
No
BY
2. SEE AD-TD-0011 FOR YAXIIAUY PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
_ ENE8
5
OF
OiA�•:\�v�;
INC
•��Oj(�••
f[�ERY IUNIfKIUIFD N]E
JACOBSEN HOMES
■
NOTJCE:
TMESE SPEOMAn0NS AND DRAMNGS ARE
MONA, PROPRIETARY, AND CWDENTAL
)DUR413..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
A
DRANING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING
NORM. SPACING TABLES
P.O. 80X 368
SAFETY
rtiG SUCH MATERIALS ARE FRONDED TO THE
00SEOV W HM
DRAN7NGNUMBER AD-TD-00 00
PHONER(813)F726fCIjI.M
IJUTOD6FLDENn
30
ADDENDUM���s
—
ALTERNATE TIE D0'1N SPACING TABLES
ZONE R & III/Ea). C
LONGITUDINAL
TIE —DOWN
SPACING
TABLE
W,
FLOOR
VWH
WND ZONE a
WW ZONE N
WL ary.
u sm NiF
�i► semi
ANm
ANCIE
asfl
e
NOL Nm
N1F
u a cuai
ANm
ANGIf
WL e
1"
23'-4'
2
54'
3
40"
�O
24'-0'
2
54
3
40'
25'-4'
2
60'
3
44'
26'-6'
3
36'
3
46'
31-S'
3
4T
4
41'
(SEE NOTE j4 FOR ANCHOR ANGLES)
VERTICAL TIE —DOWN / FRAME
TIE—DOIVN SPACING TABLE
YIN.
FLOOR
WID1H
MAX.
EAVE
OVERHANG
INND ZONE II
WIND ZONE NI
s wo
3L NEAR
lam
ANNyIQt ME
SPACM
�
ANN M NQE
IS 4'
244
25-4'
26'-8'
30'-8'
12'
12'
12'
12'
if
64
5-4'
514
54
54
31501
3154
31
3150
31501
W-45'
40'-45'
40'-45'
W-45
4(r=4T
54
5'-4'
5'-4'
64
54
31501
31501
31501.
3154
31501
35-40'
35'-40'
1 35'--40'
1 3T-4O'
1 35-40'
(SEE NOTE P FOR ANCHOR ANGLES)
- r
-� • ��
.�
O . uTl; r_
'o I, IV .•
s�NA„E0%e
NOTES:
1. SEE AD-M-W FOR ADDnmw RWJFSEJiis
Z SEE AD--TD-ml.1 Fat MAWS PER FIMTS REQUAiED FOR 1HE IAADS
TMWAIW ABOVE
36 TE-IXM DESIGN ON 70 PAGE APPLICABLE M DME IDES ONLY.
4. 1t D MOHOR ANGLE S+M IN THE Off AM CIBNNOT BE ACN M
WTA M AN APPROM STAKMR PLAIE.
CALL.
) - 215.01 - 215.20
APPROVED BY
,7ua 16,2009
INC:
FEDERAL NWIUFACiURED MO■E
MNSTRUMON AND SM7V STANDARDS
JACOBSEN HOMES � AK M.T.— �
VA S orF OBAtNNC'LTERNATE SPACING TABLES "—
P.a BOX 368 W. S= IMMadS AK pwoI'm m 1HE
sAFePHONE (813) �013846B5 �r � MW AM DDe�� D+Ar�tc N�R�t AD-TD-0010.1
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
,,Wr ANr T1F-nO N SPAOMM
FIGURE 1.0
SEE FIGURE 20 FOR ALTERNATE TIE-DO1111 MMOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 5 FOR
VAMNI HOGHT
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE M-DOIN If1:1; A
NOTES:- �` � . C�Cp''' f AW&BY
1. SEE AD-1D-0010 FOR SPACING TABLES ��� ] : • tv \S E O •.
2 SEE AD-M-0010 FOR WANK OF LONGITWAL ME -DON STRAPS REQUIRED. ' Q No ,f +1 Y 1 2w
3. SEE OTHER DETAILS FOR BLOOM (PIER) OUMTITY AND OTHER REDUROAENTS EnIE8703571 INC,
4. SEE AD-TD-0001 FOR ADDITIONAL REWREYENTS - FA
I V
5. ZONE 2/EPOSURE V'- 60' MAXANM HEIGHT �'� �J Tr. i KA� rnnARo�ReTYRRAro�f
ZONE 2/EXP0511RE V. 44' YAMU HEIGHT � . � REF��
ZONE 3/DPOSURE V.- 40' MAX3NM HEIGHT ����•', O A�P����`�
ZONE 3/EXPOSURE V: 36' MAXIMUM HEIGHT �sS�� • . •• • �� `����
NOW& OlNYA11
REV. LETTER:
JACOBSEN HOMES TRH SPEcw-Amms AND )RAwm ARE C.L.Y. DATE:- 3-27-95
ORIGINAL PROPRIETARY. AND OONnDEHIIAL DRAWING TITLE.
MATEARALS OF JACOI)SFA MRWACIU C FIGURES 1.0 AND 1.1
P.O. BOX 368 NG SUCH MATERIALS ARE PROVM TO THE
SAFETY HARBOR. FLORIDA 34655 RECPINT FOR SFWF PURPOSES NO AW HE DRAWING NUMBER:
PHONE (813) 726-1138 RAPT CONMEN UAL AID 3=1 FROM OnM AD—TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0 �oaaalatoo"
G D4
wo • �' F•° • ,i
m • 1
,6 a a9
-4
0 0 •. A,�,:
T
TYPICAL CROSS SECTION o s ......
SHOWING'TEDOWNS M. Rooasrslaa� na777 o°oioS,AIVAq',�°°°o
mom M E (m MOiE PS)' mom ma (sm NOR: P)
FIGURE 1.1
(DMGN BW ON es t/r 1—M WO AND se' HQi MINA L S)
NOTES:
i. SEE AD-ID-001O1 FOR SPAM TABLES
2. SEE AD-iD-0010.1 FOR QUANRY OF UIMR DUL TE-000BI STRAPS RFALARED.
3 SEE OTHER DETAILS FOR BIMIS (PIER) QUANTITY AND OTHER REQUIREMF M
4. SEE AD-7D-0001 FOR AMMONAL. REQUIREIIEHTB.
5. ZONE 2/t I(P=X 'C': 6f IMMUM HNIT
ZONE 3/WDAIRE V: 56' MAXIM HNIT
6. *EN ANCHOR ANGLE SHOW ON AD-ID-0010.1 CANNOT BE WIIEVED,
INSTALL AN APPROVED STARRER PLATE
JACOBSEN HOMES N0S1105i SPOCiU911UUUi M
Alm DRAMUi06 ARE
gamut. FROFRETARY, NO WffM MTK DRAT6N0 n
P.O. BOX 368 MAZE W OF MM F&'RM
QIC SUCH VAIUA S ARE FROi = M TIE
SAFETY HARBOR. FLORIDA 34695 Im IM FOi sFi OAC KAIi = ND MUST E DRAWING Ni
PHONE (613) 726-1136 07 CpIReMK AM SECIT FROM OO< K
m NOTE 5 RA
IMMI HNIT
APPROVED BY
ONOO
Jtim 16,2009
INC.
FEDERAL YWIUFALIINFD HOME
CONSTRUCRON AND SAFETY STANDARDS
GTD- 215.01 - 215.20
M.T. I
DATE 06-04-09 1E
FIGURES 1.0 AND 1.1
AD—TD-0011.1
33
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. Ott.
ANCHOR
MIN. OEY.
ANCHOR
�C
WIDTH
EA. END OF
ANGLE
EA. END OF
ANGLE
O
EA SECTION
MIN. 6
EA SECTION
MIN. 0
12'-0'
2
43'
2
55'
13'-4-
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DBL. HEAD
LOAD
ANCHOR
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0*
6'
8'4
31501
4D'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
MIN. OTY.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
EA. END
N
EA. END
O
-lox�
EA SECTION
MIN. a
EA SECTION
u11t e
IN. 1
12'-0'
2
64'
3
47'
12'-0'
3
37'
1 4
33'
13'-4'
3
42'1
3
55'
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DEL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
LOAD
12'—C
6'
54
31501
40'-45'
4'-0'
31500
40'-50'
13'-4'
6'
54
31501
40'-50'
4'-0'
3150#
40'-50'
NOTES
END O �•'/����''
N
DAPIA APPROVAL•
1. SEE AD-1D-0001 FOR ADDI110NAL REOUIREIIENTS
��``�``�O?�r;�ST�9
�O
APPROVED BYE
:.Q N0.JLN
2. SEE AD—TD-0013 FOR WJ39UM PIER HOWS REWMED FOR THE LOADS
TABuu10 ABOVE.
ENE8703571 =
1 5 'a
NIP
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT RDEWALL NOT FRONT OR REAR.
' *=
I N C,
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
SPACING 96' MAMMUM SIDEWALL HEIGHT AND 6- MAmw SIDE
�: STATI F
: O : ��+�.�
FLOMlAAXJICn00H?E
coalp6mal NO SN[TT sviom
I —BEAM
OVERHANG (6' OVE m4c; MAX EACH SIDE OF ONq
%�`�'•.�/O)QN. '•'\� ``��
JACOBSEN HOMES
NOTICE: "I/lI! II
DT[sE sKonc THINS AHD DRAMN69 ►RE'
1L11�¢ C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING 71TLE:
NORM. SPACING TABLES
P.O. BOX 368
0MONAL. PROPRIETARY. AND OORFIDENTML
MATERIALS OF JACOBSEN MANUfACMNG
PROVIDED 70 THE
/ `
a,
„ SAFETY HARBOR, fLORIOA 34695
PHONE (813) 726-1138
P SO01 MATER.ALS IRE
REmW fOR SPEUX PIFiM AND MAT BE
IVT C"[011A no gov ► u OTHERS
/F
DRAW.NG NUMBER:
AD—TD-0012
34
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.2
SBB MURB 20 MR ALT 12 M-DOUR 1fB'fBOD
FIGURE 1.3
SO MUM 7.0 FOR 9=13 =-WE U[1lOD
1. SEE AD-TD-OD12 FOR SPACING TABLES AND NOTES
2. SEE AD-TD-0012 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLOWNG (PIER) WANTITY AND OTHER REOURDADITS
4. SEE AD-TD-ODOI FOR ADDITIONAL REWIiENENTS
5. ZONE 2/ XPOSURE V. 30' MUM NIGHT
ZONE 2/ExPOSIJRE '0': 48• MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C: 28" MAXNAUM HEIGHT
ZONE 3/Ef�OSURE b': 60' MAXWJM HEIGHT
SEE NOTE 5 FOR
MUM HE1Q1T
,r1 C• �OF
q��c�2
No. o�
7. 9Nlzfi7n7r,71
' • s-rA U of
APPROVED BY;6L,
JAN I #
INC
O�m�wwowinfwalDi
JACOBSEN HOMES NONCE; %AUN LDR�� DATE REV. LETTER
711=THESE SWUATIM AND DRm�i k&MN„ " C.L.Y. - 5-19-95
CRUM PROPRIETARY, AND CaICmuft DRAWNG TITLE:
P.O. Box 368 MATERM OF MM UANUFAMIM FIGURES 1.2 AND 1.3
= SUCH VAMIM ARE PROYKD TO THE
SAFETY HARBOR. FLORIDA 34695 W O FOR S4= RIt = AND 9W IE DRAWING NUMBER
PHONE (813) 726-1138 INFE wNrTotllnu AND sDa+Er TRa oIIT¢I AD—TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
cNnwNr. Tlr-now SPACINGS
Nµ rcn..r,r... -_ .-..- .- __._ _.__ — - _- - - -
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES:
1. SEE AD—TD—OD10 FOR SPACING TABLES
2. SEE AD—TD—OD10 FOR QUANITY OF LONCITUDIAL TIE—DOYN STRAPS REOUIRED.
3. SEE OTHER DETAILS FOR BLOCYJNG (PIER) QUANTITY AND OTHER REQUIREMENTS
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
.F tvo. o•
EN-B703571
�'�tiDiA�••'V� ;
AL
NOi7CE U.— BT:
THESE SPEQnCAnDNS AND DRAVANfS ARE
ORIGINAL, PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACP"G
INC. SUCH uATEIMS ARE PRONDIED TO THE
RECIPIENT rOR SPECr1C P.000 AND WST BE
PUT CONFDENTVL AND SECRET FROM OTHERS
DAPIA APPROVAL:
APPROVED BYE
INC
(OGIRlCTA71 wo sum STAIaRB
DATE: REV. LETTE
C.L.Y. 5-19-95
FIGURE 2.0 A
R AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEMN
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE N;W OF PAIN FRAME
TIE -DOWN STRAP I
SEE OTHER DEETAILS
►OR TIE -DOWN STRAP
SPECInCATIONS.
APPROVED ANCHOR WELDED TO
MAIN I -BEAM (SEE OILIER DETAILS
SEE W-M-0200 FOR FOR NELOW) TO BE NSTALIEO
RADIUS CUP DETALS AT 8L'c FACTORY.
(REWIRED INS LOCATIONS (WIN . 31501 WGRAING (DSM) LOAD
AND 47251 OLTYIATE LOAD.)
° GROUND ANCHCR
° SEE OTHER DETAILS FOR Siff,
ANGLE AND OIiLER INSTALLATION NOTES.
FIG URE 2.1
SOLJD HEADER (CR055YELIBER) 3' X 3/4' (= 1/2) •MUST BE LOCATED
FRONT VIEW CUT INTO HEADER
FOR STRAP ATTAChWEN WITHIN S' OF MAIN
(FACTORY CUT) CHASES !-BEAM.
rmt SEE AD-7D-0200 FOR I SEE AD-M-C203 FOR
RADIUS CUP DETAIL I RADIUS CUP DETAILS
(REQUIRED IRIS LOCATION} (REAL RED THIS LOCAION).
1
5'WX•
TIE -DOWN STRAP
SEE OTHER DETAILS
SIDE VJ:VT FOR TE-DOWN STRAP
SPECIFICATIONS.
GROUND ANCHOR'
° SEE OTHER DETAILS FOR SIZE,
y ° ANC.E AND DT..-IER INSTALLATION RG _S.
' /*,,,, FIGURE 2.2
NOTES = tER APFROVAi:;VJ- OAFA A.°PR
EOVAL:
ENE., •
1. SEE AD-1D-0010 FOR SPACING TABLES
2. SEE AD-M-0010 FOR OUANITY OF LONQ7UOIAL TIE-DOVIN STRAFS REW ED. -O = C t• .i_{.- f
3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OG£R REOIIREMENTS.
4. SEE AD-TD-0001 FOR ADDIDONAL REDUIREMENTS. /i/ ff
4 At
,rp,rni,n► ``` r -
A,\CHOR BRA(XET AND W--DOWN
DEICES ARE CERTIFIED BY OW-45
K07TCe GRAWN BY. C.L.Y. DA,c. 6-13-95 REV. LETTER:
JACOBSEN HOMES TrEj SPEGACA:'ONS AND CRAWhGS AM
OMGNAL. F11CPWART, AND cadmoam, CRAWWG llU
Em
P.D. aax 36s !f- ACE TMt MATERIALSDF JACMZN MANIfACIU 11G FIGURES 2.1 & 2.2
Sum MAlums mm TO IN:
SAFETY HARBOR, FLORIDA 34625 It U10T root rEcnc P"m AAO mfiT E DRAWING. NW8M
JPHCGVE (8I3) 726-1130 Avl whnxNiAL AM sanT MOW Oil= AD—TD-0015
: 47 1
LONGITUDINAL STRAP ATTACHMENT
TIPICA
AM CLAMP, MANUFACURED BY
ENGINEERING, PART F 59011
t— ACIURER'S INSTRUC110N5 FOR
COMPLETE INSTALLATION DETAILS)
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES: DAPIA APPROVAL
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A P ROVED EY
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND Q035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL 15.20
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLIT STEEL, AND SEALS. ! N C.
FEDE AL MANUFACTURED HOME
CONS rRIIC710N AND SAFETY STANDARDS
ji
JACOBSEN HOMES NOTICE DRAWN BY: DATE: REV. lET1ER:
THESE SPEOFICATIONS AND oRAYANGS ARE M.T. 6-12-01
GRIGINAL, PROPRITARY, AND CMDENRAL DRAWING TITLE:
MAIERXS OF JACOBSEN MANUFACTURING
P.O. BOX 368' me suety MAIERiALS ARE FRONDED to ME LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR. FLORIDA 34695 RECIRDIT FOi 9WIC PURPDM AND MUST BE DRAWING NUMBER: AD-TD-0016.
PHONE (727) 726-1138 K I CONFR DMAL AND SW TROY OTHOIS.
,an
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D `3
0�
LONGITUDINAL TIE -DOWN. SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II WIND ZONE
III
WN. CITY. ANCHOR RL CITY.
EA. END OF muEll END OF
EA. SEctI011 uUKa Ell gcnal
ANCHOR
ANGLE
lulls e
10'-0"
2 44' 2
56'
12'-0"
2 57- 3
4T
13'-4'
3 38' 1 3
50,
VERTICAL TIE-DOVN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACINGoei�
ANCHOR ANaE
SPACING
DEL. HEAD
DEL
ANCHOR ANGLE
10'-0"
12'
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0"
12'
4'-0"
3DO01
40'-50'
4'-0.
31501
40'-50'
13'-4"
12'
6-3-
31501
40'-50'
4'-0"
=I
40*-50!
i n
r v
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND
ZONE III
uRL OTL
EA. END
EA. sEcnMN
moo
ANGLE
UK
951 OTY.
EA. END
EA. SECTION
AHm
ANGLE
uDl e
10'-0'
2
64'
3
46'
12'-0*
3
50'
3
68'
13'-4"
3
58'
4
48.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WIND ZONE III
MIN.
MAX.
WIND WlL II
FLOOR
SAVE
SPACING
DB" HEM
ANCHOR ANCLL
SPACING
DBL HEAD
low
ANOHDR ANGLE
WIDTH
OVERHANG
LOAD
10'-O"
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*
3065,5
40'-50
2'-8"
MOM
40'-50'
NOTES: ENO'NW jCyAb O A
ifAcfLD BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF,Q�STD ,•
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE 1N ACCORDANCE Q
-
$gyp 0 9 i
W T H THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T . h' ..
•;
J
,
BE TIED DOVDH IN ACCORDANCE NTH THE NORMAL SPACING TABLES (AD-TD-0010). ; � � 3
I N C
2. SEE AD-TD-ObOI FOR ADDITIONAL REQUIREMENTS. -0 `, •� " ` •
�0,�;••, �q6r: ' �`� FEDI RAL MANUFACTURED HOME.
��9
3. SEE AD-M-0021 FOR MAIOMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED COi
Jj� �s '• ..
ISTRUCTION AND SAFETY STAND '
ABOVE ``��
NOTICE DALE REV. LETTER:
JACOBSEN HOMES THESE SPEonC•TIONS AND ORAL ARE R.R. s-27—ss
ORICNAL PROMETARY. AND WN10b111AL DRAMNG TALE: B
MkIERuuS OF JACom MANUFACTURING OFFSET
SPACING TABLES
P.O. BOX 368 W_ 10 NATERULS ARE PROMOED TO THE
SAFETY HARBOR. FLORIDA 34695 RMraI FOR SPEOM H RVU AND TART of BRAKING NUMOER
PHONE (813) 726-1138 1 VOT COWWfK NO XaV TROU OTHERS
AD—TD-0020
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE-DOAN 10HOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE &D FOR ALTERNATE TIE -DOWN XMD
[TARES ON AD-ID-M ELM APPLY
TD TIM STANDARD 1&1LT1-NDE SECBONS
OF THE UNIT -SEE NOTE 1. AD-ID-ODM)
TYP. FLOOR SYSiDI—
ANCHOR MaE
ANm ANOIE
FIGURE 3.2
1lAsq$, ALTERNATE TD3-Do1PN I4EffloD
ENq 0 ° VFO �ii� DAPIA APPROVAL
NOTES: .� O
1. SEE AD-m-0020 FOR SPACING TABLES SECTION ONLY). OFFSET Q,G� Na'Q o�'L y'' APPROVED BY
(: �• � F •••.
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDX TIE-DOVIN STRAPS REWIRED. ENE8703rJ71 •:
(OFFSET SECTION ONLY) `
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. _ _7N rfl i`
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. N�,
5. ZONE 2/EXPOSURE 'C': 4e MAXIMUM HEIGHT %9��'•. //tt�': ��1� ��� � HOW
ZONE ' v
ZONE 2/EXPOSURE V: 24* MAXIMUM HMT (327 0 24' WIDE MIN.)
ZONE 3/EXPOSURE OSURE V: 32' 32* MAXIMUM
HEIGHT
HEIGHT (44' 024' MADE MIN.) �sr�QNAI•��
DRAYN BY:
DATE
REV. LETTER:
JACOBSEN HOMES
THESE SPECIFlCATIONN077CE
s AND DRAVANGS ARE
C.L.Y.
5-11-95
P.O. BOX 368
ORIGNAL. PROPRIETARY• AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE:
FIG. 3.0 3.1 & 3.2
'
❑„
DIC. SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695
FECFENF FOR SPECflC RWOSES Alm WST BE
DRAWING NUMBER:
PHONE (813) 726-1138
IOPT CDNFWDAL AM SECRET FROM OTOM
AD-TD-0021
An
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —GOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES:
Er •' ov �.,
oAP1A AvvaovAL
1. SEE AD-M-0020 FOR SPAC141, TABLES (DFFSET SEC71ON ONLY).
)�•��,G% hoF9Fo F.y''
APPROVED BY
2. SEE AD-M-0020 FOR OUANITY OF LOiMWAL TIE -DOWN STRAPS REWRED.
(OFFSET sECT1DN ONLY) =
L
NE8703571 —
5
.L
3. SEE 010 DETAILS FOR BLDOC'tiv (PIER) QUANTITY AND OTHER REOUIRUNTS
4. SEE AD-TD-0001 FOR ADDITIO:Al REOUIREuENTS
• __
TAT
INC
s12.•
� �
'
9Q(
..
g���. ��
nttwtwtJAflvm,Or
Wn,R+PD�woYR11fW['Yq
JACO BS EN HOMES
msE sPconuna S MD oRAVOM ARE
' "'� B C.l.Y.
pA1E' 5-11-95
REV. Linut:
„ P.O. 90X 368
aaoNAL PROPfEETARY, AI4l OOt/LO Wlm
YAIDCAIS OF 1ACOBg7t ,�NAlrACTURWO PRQV= TO TN[
SLKH YA
ML TtASA1S ARE
DRATANG 11M
FlG. 4.Q
SAFELY HA?2:�. FLORIDA 34695
PHONE {.13) 726-1138
KCMIT rot 71CM PJW='we KW r
PVT ONMRIL APO SEOET TIM OrMM
DRAWXG NUYGER:
A0—M-0022
ADDENDUM l��g
�
C��gs SPACING TABLES Ott�
ALTERNATE UNIT TIE -DOWN 5.
1t C & D
ZONE II & III/EXP.
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE II
WIND ZONE III
uu+. QTY.ANCHOR
HOR
uUKDn. ANCGLE
FLOOR
END OF
AN.
EA. END or AN.
WIDTH
EA. SECTION
EA.
YIN. A
EA SECTION YIN. B
4O�
20'-0'
2
46'
2
45'
24'-0'
2
46'
2
60'
1
25'-4'
2
50'
2 67'
26'-8'
2
55'
3 30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
LAIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DBHEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCIIOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-0'
12'
4'-0'
1 37001
20'
4'-0'
3950#
20'
25-4'
12'
6'-8'
Owl
15'
4'-0'
39500
22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
r
FLOOR
�N qn.
EA END Cf
ANCHOR
ANGLE
UK Dn.
EA. END OF
ANCHOR
ANIXE
R1DTH
EA CTION
SE
YIN 6
EA sEC110N
YIN e
2
50'
N/A
N/A
1
24'-0'
2
70'
N/A
N/A
254
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN
MAX
WIND ZONE II
WIND ZONE III
SPACINGDEL
HEAD
ANGLE
SPACING
D oHD�
AND
iOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0' 12' 4'-0' 40001
20' N/A
N/A _N/A
24'-0' 12' 4'-0' 40001
24' N/A
N/A N/A
25'-4' 12' 4'-0' 4000#
26' N/A
N/A N/A
26'-8' 12' 4'-0' 40DOI I
2T , ,,,,, N/A
N/A N/A
NOTES:`<`
ENQNF�E41•'AQP{i�ALDO �/,�
.....,
DAPIA APPROVAL•
REWIREYENTS
'�
9c�0 .? •�
1. SEE AD-TD-DWI FOR ADDITIONAL
n0
_.
2. SEE AD-TD-0031 FOR MAMIUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
E;\E8703571
_
ABOVE:
J. =
3. 20 W1DES -82' MAXUW 1-BEAM SPACING ONLY.
4. 4' MAMULI INSET TO ANCHOR HEADS (SEE AD-TD-0031).
�'�� `• ,��4�
'Jlhl
Nm
,9BAMN' :
C.L.Y.
DATE
6-13-95
REV. LETTER:
JACOBSEN HOMES
THESE sPcancATRx+s AND DRAnalcs AM
AND
OMONAL PROPKTARY. AND CDOWTIAL
DRAWING M'
ALT. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
MATERIALS OF JACOWN MWACAW'G
DIG SUCH NATERu1S ARE PROMDD TO 1NC
R[OPER SPEa11C NT FOR PIFPOSTS ADD MUST BE
p(tAMANG NUMBER
AD-TD-0030
PHONE.(813) 726-1138
mT cmrmrnK AND SEaiET mu onm
42
000� P���°� ALTERNATE_ TDEE
a DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOtE 4 FOR
YAIAIUY HEIGHT
4. MAX. JLV FIGURE 5.0
SEE FIGURE L1 FOR RECOMMENDED TE-DOLY METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
IIM USING THIS TE--DONN. CONFIGURATION A OU CRFST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR 111111 DESIGN LOAD (TOEt M IDID) RATING OF
4,000 POUNDS AND AN U13IMATE LOAD RATIO; OF 6.000 POUNDS MUST BE USED. AN EQUIVZART ANCHOR Fa'EEm THE ABOVE SPE-MCATTORS HARE BY
ANOTHER MANUFACTURER MAY BE USED IN IEU OF THIN SME CREST PRODUCTS ANCHOR
NOTES.
THE ALTERNATE RE —DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS.
ALL WIND ZONES AND IN801H EXPOSURE 'C' AND EXPOSURE ID'. HOWEVER. BY
'OUTBOARD'
INSTALLING, THE FRAME TIE —DOWN STRAPS AT THE I —BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIGNG (PIER) OUANIITY AND OTHER REOUIREYENTS
HEIGHT OFF THE GROL M IS GREATLY REDUf.ED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE TE—DOWN SPACING TABLES (AO-7D-0030).
RECOMMEHOEID WHOOS FOR INSTALLING
aTnuu�i,..
FRAME TE—DOWNS.
4. ZONE 2/EXPOSURE 'C': 37C MAXV.UM HEIGHT
ENGINEER PROYALyT.• ''
DAPIA APPROVAL'
ZONE 2/EXPOSURE V. 27- MAWljM HEIGHTZONE
ZONE S XPOSURE 'D.-THIS PHEIGHTOU
LJCA71ON
)d.•'�G1ST�Fy.�!1`4�'
IS NOT APPLICABLE.
= Not G
g
J' ENE-M)lF,71
JACOBSEN HOMES
TNEsE sPEC6CATCNS ANDD DRAKNGSTARE
.�" Vffl 81 C.L.Y.
DATE 6-13-95
` " LETTER:
P.O. BOX 368
CO MONAL. PROPKIART, AND W1DE1 R%
MATERIALS DF .IACOM MAN NACMUG
DRAWING TIRE'
FIG. 5.0
\I
SAFETY HARBOR. FLORIDA 34695
Mt W0i MAIEIW ARE PROv10ED.T0 TPC
RECPDIF FOR VECFX PJMW AND KW BE
DRAWWG NUMBER
PHONE (813) 726-1138
KPT COWMRAE AND MOO FROM ODM
AD-TT)-0031
•43
bN°A 0%3r.0f
ADDENDUM s
,LDS ►� ��
Fes, �f"0°w� FORS ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
NOT. Ott.
ANCHOR
WIN. Ott.GN
ANCHOR
FLOOR
'MDlH
EA ENO
ANGLE
EA END OF
ANGLE
O�
O
EA SECTIONN
MIN. A
EA. SECTI
MIN. B
20'-0'
N/A
N/A
N/A
N/A
24'-0
2
42' 1
2
53'
25'-4'
2
45'
2
58'
26'-8'
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
� HEAD
Low
ANCHOR ANGLE
SPACING
DEL HEAD LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-O'
12'
1 4'-0'
40001
20'-30'
4'-0'
4000#
2T-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'4
12'
4'-0'
40001
20'-30'
•4'-0'
40000
25-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
UK OTT.
Lk END
ANCHOR
ANGLE
WIN. OTT.
EA END
ANCHOR
ANGLE
FLOOR
O
WIDTH
EA gcnDN
MIN. a
EA SECTION
MIN.. e
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
v�20'-0'
�1
254
2
1 66'
3
48'
26'-8'
3
1 41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DOL HEAD
ANCHOR ANGLE
SPACING
� HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
4000#
20'-30'
15'-4'
12'
4'-0'
40001
25'-30'
S-2'
40001
1.5 -30'
26'-8'
12'
4'-0'
40001
25'-30'
3'-2'
40001
25'-30'
NOTES:
ENGINEER`l��(YVITLEIIIIIIAAAA''
DAPIA APPROVAL:
MARRIAGE OF
.�� �' •���0��
PPROVED BY
1. OFFSET SECTION MTN THE LINE WALL ETLTENDHNG BEYOND THE ENDWALL
SECTION BE TIED DOWN THE MARRIAGE IN ACCORDANCE
:�� �� '�S i ''• % '/,
RFO
THE ADJACENT MUST AT LINE
WITH THE TABLES ABOVE THE SIDEW'ALE SIDE AND THE ADJACENT SECTION(S) ARE TO
? ,: •��G No. ?
JUN 1 4
BE TIED DOWN IN ACCORDANCE MTN THE ALT. SPACING TABLES (AD-TD-0030).
E I •� —
INC,
2 SEE AD-TD-OlXI1 FOR ADDITIONAL RE0U60ENTS
FOR MAXIMUM PIER HEIGHT REQIARED FOR THE ULA S TABTED
ST�r
�'.
Zr,i Q.'•.
L,
FIcch-
. 3. SEE AD-TD-OD33 LOW
ABOVE
�� ��`•' a1 ��
JACOBSEN HOMES
/� I,
THESESPEana►na1�SAA1�D.O Zcls'Z.
I
pa
TTL"aa C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAWING TITLE:
ALT. SPACING TABLES
ORIGINAL, PROPKTARY. AND OONIMTIAL
MATERIALS OF JACOBSEN MMUFACAIRING
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
INC. SR71 MATERIALS ARE PROMOm TO THE
REOPOn Fat SpEoFx PUIP(ffi MID WST BE
DRAWING NUMBER:
AD-TD-0032
PHONE (813) 726-1138
IVT O MMnk LLD SEW FRD I OHM
44
II
�E
IGA�IS"0E� , ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTIONS)
SHOWING TIEDOWNS
mu mu
FIGURE 6.0
SEE TT M 3.1 MR RECOMMENDED 7IE-DOTN METHOD
SEE NDIE 5 FOR
MAIOIAAI HE w
(TAM am wm-am Ma ABLY
U DIES£ SVIN w LAND -ICE lcKNs
CF THE UI47 -51E NOTE 1, AD-ID-0017.]
TIP. FLOOR SYSILV7
ANoN>a mm
TIP.
MDICR ANGLE
FIGURE 6.1
SEE FIGURE 12 FOR RECOMMENDED TE-DOU METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TZ-DONUT CONFIGURATION A SnU CREST PRODUCTS YODEL 57SH (TYPE 2)). AUGER ANCHOR TO A DESIGN LOAD (TOLLING LOAD) RATDNG OF
4,000 POUNDS AND AN ULTDIATE IDAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQIHVI.ANT ANCHOR MEETING TILE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE ME CREST PRODUCTS ANCHOR.
NOTES:
1. SEE HID-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR DLWONG (PIER) QUANTITY AND 07HER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-1D-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-7D-0010).
(ALSO SEE AD-TD-0020 AND AD-m-0021)
5. ZONE 2/EXPOSIIRE 'C': 32' MAXDNUY HEIGHT
ZONE 2/EXPOSURE 'D% 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C: 24' MAXIMUM HEOT
ZONE 3/EVOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE 1E-DOWN METHODS SHOWN ABOW ARE ACCEPTABLE FOR USE N
ALL MrND ZONES AND N BODN EXPOAIFf 'C' AND EVOSURE 'D. HOwi4M BY
INSTALLING THE FRAME ME -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE VAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR 1NSTALLNG FRAME TIE -DOWNS. .
No-R�o�y
6NE87035
Sys✓
ROVED BY
NIPINC
:ya.Iwti:P M-SNIT: i.MO1R�
JACOBSEN HOMES DIESE SPECIIICA1rOISS An MANNcs'i Iloa�wH `"� c.�.Y. DATE'5-30-95 REV.
MOAT. PR/PrIEUutr, ANO'AWWAlft ORAWING 11E:
,. P.O. BOX 368 MATERIALS OF JACOM MMUFACDIRING
nc SIOI MAIUUANS ARE PROM IN To THE FIG. 6.0 dC 6.1
SAFETY HARBOR FLORIDA 34695 . Kmw ►OR SPECEIC Pmm AID wo THE DRAWING NUMBER
PHONE (813) 726-1138 IVT CDIFT]OITUL ND Mao rmm onm AD—M-0033
LVA
ADDENDUM
ALTERNATE TIE—DOWNI SPACING TABLES
ZONE lI & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WAND ZONE II
WIND ZONE III
'"a. Dtt
mom
uw. OTY.
ANW
V
t (�
FLOOR
E END
ANGLE
EA. END OF
ANGLE
4 0�
WIDTH
EA SECTION
YIN. B
EA. SECTION
lK
uNL B
-0'
2
43'
2
13'-4'
IS
2
50'
2
68'
68'
1
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
WN
MAX.
WIND ZONE II
WIND ZONE III
SPACING
D��
A4LHaT ANDS
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
6'
4'-0'
31501
20' .
4'-0'
39001
22'
6-
5'-4'
38501
25'
5'-4'
39601
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND - ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
n
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. D Y.O
EA END of
Mon ANGLE
ANGLE
k OTT.
EA END OF
ANCHOR
ANGLE
W10TH
Ex s>:cTION
wl a
E.A. sECTaN
uu+. e
O� 11 •�
12'-0'
2
64'
3
47'
3
37'
4
33'
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
SPACWG
DEL HEAD
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANDIOR ANNG CLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'-0'
6'
4'-0"
39501
25'
2'-8'
39301 1
20'
13'-4'
6-
4'-0'
39601
25'
1 2'-8'
40001
30'
THIS ALTERNATE APPLICATION REQUIRES11I14,,000 POUND ANCHORS
NOTES.
T1T01h1isIPREUJ.: c OG
Q" i,,'''
DAPIA APPROVAL
1. SEE AD-TD-0001 FOR ADDITIONAL REOUGtET1ENIS
`1J�.,........
`,Q; •�G�STE FOC.2
No.
APPROVED BY
n1E LOADS
�:
=
2. SEE AO-TD-0036 FOR MAXIM PIER HEIGHTS REOWTED FOR
TABULATED ABOVE
ENE8703571
_ 87 _
jo i 5
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 1NTH 95 1/2'
ND 6' MAMA SIDE
.��••' //vD1 N•,•. ��``�:
i n�`ucnarAAos+PETt
(OVERHANG MAX EACH SIDE OF�UNIi
����''�t'�S/..'.....•
(66'T014RHAN
lil
Nonce •Fe.
pills :.
c.L.Y.
DA1E
5=3U-95
REV. LETTER
JACOBSEN HOMES
msE sPEa1uA11oHs AND DRAMNGS AAE
OR101RAL PR.OPRk7ARY. AND COtdiD0111AL
YANIIFACTUaNC
^
DRAWING TITLE:
ALT. SPACING TABLES
P.O. BOX 368
r1l SAFETY HARBOR, FLORIDA W95
MATETbALS OF JAC:!
NG SUW MATERUES ARC PRO40 TO W
AE�NT FOR SPECM PJMS NO MW BE
DRAWING NUMBER
AD-TO-0040
PHONE (813) 726-1138
IvT mwmrTUL AND 3CAET no ormin
46
����o�s
�000#
ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANAit MOLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE-DOIN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAW N H XHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TW USING TO TIE -DOWN CONFIGURATION A MU CREST PRODUCTS MODEL 573H (TYPE 2� 1UCER ANCHOR WITH A DMGN LOAD (10106 LOUD) RATING of
4,000 POUNDS AND AN ULTIMATE LOAD RAffiN OF 6.000 POUNDS MUST BE USED. AN EQUIM ANr ANCHOR ML3TDNG TIM ABOVE SPECIICATIONS MADE BY
- ANOIM W"ACTURER MAT BE USED IN LZU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOMNC (PIER) OUANTITY AND OTHER REOU UMIS.
3. FOR FIGURE 7.0 SEE ALTERNATE DE -DOWN SPACING TABLES (AD-TD-OD35).
4. ZONE 2/EXPOSURE 'C': 38' YAIOMUN HEIGHT
ZONE 2/EXPOSURE V: UOM 28' NAUM NIGHT
ZONE 3/EXPOSURE V.- 28' MATOLRUY HEIGHT
ZONE 3/EVOSIRE V. 28' NA)aWUM NIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE DE -DOWN NETHODS SHOvm ABOVE ARE ACCEPTABLE FOR USE N
ALL MIND ZONES AND IN 807H LXPOSURE V AND EItPOSURE '0', HOWEVER, BY
INSTALLING THE FRAME ME -DOWN 57RAPS AT THE 'OUTBOARD' F-Km THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR IfSTALLNC FRAME TIE -DOWNS.
NOTICE' -•gihf
T1ESE SPEOMT04 AND DRAW= ARE
CRIDWAL, PROPRETARY, AND COIEFDOnK
MATERINS OF,IACOBSEN MANLFACTURMO
W- SUCH MAMALS ARE PROMRD To THE
ISA.TPDIT Fat SPM RIM'OSES NO WM N
01 CCN MRAL AND SEOET 1Aaf OTTERS
C.L.Y,
APPROVED BY
IAo�5
ING
coo .. u.,iuwmlwnAo�
5-30-95
FIG. 7.0 A
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
FRAME TIE -DOWN STRAP SHALL
SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL 'C'
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL I
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP .AT ALL
SHARP CORNERS.
Am=*
DETAIL T C'
THIS TYPE OF PROTECTION MAY BE USED FOR
;q,3q ,,AT LONGITUDINAL TIE CONNECTIONS ALSO.
ttLV,Mbd nrncyv�o.: - •TF
:'Q N
NOTES: o. o'••. = APPROVED PY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 910334
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEETT-qA
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS" '° = STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USEOF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). '�i�` .I' � NN �r�z
• ME D AND OTHERS NOV 2 4 1998
NOTICE` DRAWN BY: DATE Kv• LEVER:
JACOBSEN HOMES THESE SPEOFICATIONs AM DRAWS ARE M.T. 11-18-98
ORONAL PROPRIETARY. AND O7NFMnAL DRAMNG TITLE. P.O. BOX 368 B
MATMmS or JACOV" MANUFACTURING MISC. TIE -DOWN NC SUCH MATM&S ARE PROVDED TO THE
SAFETYARBOR,;FLORIDAG3334695 REMOT ORS OM K" AND T BE DRAWING NUMBER: AD—TD-OOSO Li
48
ADDENDUM �s
NORMTIE-DOWN
AL SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
vU+. QTY.
EA. END OF
U SECTION
ANCHOR
ARGLE
YIN. oTY.
Ell DO OF
ANCHOR
ANGLE
FLOOR
WIDTII
O a
MIX B
Ell SECTION
WL 0
30'-8'
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
----I WIND ZONE U
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
D9 0r
"'30 ANGLE
SPACING
D WA
ANCHOR ANQE
LOAD
30'-8'
6'
6'-9'
31
41-46
5-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
V11ND ZONE U
WIND ZONE HI
FLOOR
uul on
ANCHOR
MUL QTY.
ANCHOR
WIDTH
Ell END OF
ANGLE
Ell Eta of
ANtiE
OEA.
SECTION
MIN. B
Ell SECTION
UK 9
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE U
WIND ZONE IU
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
D, HEA
LOAD
ANCHOR ANGLE
SPACING
08i�
AN= ANQE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
31501
49-52
WINWONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.REF.
CALCS. G 4/4_ p14. GI ' q¢. (a7
�alunlwn,�A�
CITES:
Fly 'i��i
DAPU 11PPROVA(,�,,
MAn 0
1, SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS(y�•-G�STFR
e No. 0 %
APPROVED BY
2. SEE AD-1D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
_
910334 =ON
-„*• C- TAT E OF' �� =
• `
^ I�
14 INC.
��;•• :
HI V .
�•
•:, 0 �.`
rta�uw„r�,uKowE
odanuaau�osunrsmo��a
JACOBSEN HOMES
Nor1c
LH:a1uTloNs AM 11RAMgCS ARE
AWN BY.
M.T.
DATE:
2-8-99
RV. tEtniC
■
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
ORICIN
MAWRI1• OF JA[TART• AND CaFI0EN11AL
� R OF �YM u ai
DRAWiNC TITLE:
NORM. SPACING TABLES
PHONE (727) 726-1138
KCRINT MR =M FWPM AM UK, �L
IQP1 CWWDaM NO Won IRw onM
DRAWING NUMBER AD-TD-0070
49
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TIE -DOWN SYSTEM
FIGURE 10.0
SU ECUM 2.0 MR AL9EIOIATI, 75-DOW MOD
TYPICAL. CROSS SECTION I I III
SHOWING TIEDOWNS TV. ROCR snU-7 TV. aDss'mam
SEE NOTE 5 FOR
MAXNUM HEIGHT
YLI
.fir .fir N
ANOHOR ABLE ANCHOR ANGLE
SET ANM FEAR WINEIZONE III
(,gym FIGURE 10.1 (110 MPH)
or SEE FIORE &0 FOR ACIERNATE Urr-DOWN YETBOD 20 PSF ROOF
10 PSF D.L
REF. CALLS.wfJ, �/� Gl•— 9/- !Ho
NOTES:
�5 1 E •'' �,�! '�.�
v c
DAMAPPRovAI:.
1. SEE AD-TD-0070 FOR SPAM TABLES,
.`
_; :'eNo. �o'••
APPROVED BY
ISEE AD-111-0070 FOR QUALITY OF LONQNDIAL X-DOWN STRAPS REWIRED.
910334 * _
r
3. SEE OTHER DETAILS FOR BLOMNG (PER) QUANTITY AND OTHER
REOUREMENTS.
* • o®� -
OF '
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUFBEMENTS
5. ZONE 2AXPOSURE V. 56- MAM N HEIGHT
=.-0STATE
�Q•'•.,/
�P. ���'cCHINC.
�; .� . NDIA.. ..
ZOHIE 2/E)POSURE b•: 40' YA>QYUY HEIGHT
ii
��i .`
ZONE 3/E)POb1XRE V: W MA)DMUM HEIGHT
s,.
`��
mjsT 0im05gmsrM°"�S
ZONE 3/bPOSURE V.- 40' MAXIMUM HEIGHT
�����
a�
c }: AuA
JACOBSEN HOMES
NOnm
TNESESKOMMsAND�► ARE
DRA
M.T.
DATE
3-1-99
REV. LETTER:
P.O. 80X 368
MMAL. PROPKTARY. AND COWULN Fm
1A11°°"LS OF J%COB" 1MWC
DRAWING TITLE
FIGURES 10.0 AND 10.1
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138 -
qG RKH MAIM" Alai PROW= TO 1 E
REO W FUR SPECFIC PIRIPM AND MUST BE
ITT Oust Wft AND ZM FROM Mn
DRAWING NUMBER:
AD-TD-0071
50
ADDENDUM. is
� �1GUR 3
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
LONGITUDINAL TIE -DOWN SPACING TABLE
r'
� MIN. WIND ZONE q WIND ZONE 61
FLOOR at on ANpIOR on
0� WD1H EA END OF ANGLE Ell END DF ANGLE
EA SECTION MR B EA. SECTION WL B
15'-4' . 3 45 3 35
VERTICAL TIE -DOWN / FRAME
TIE -DOWN
SPACING
TABLE
MIN.
FLOOR
MAX
EAVE
WIND ZONE II
WIND ZONE III '
WIDTH
OVERHANG SPACING
DBL
LAD
RIM AKE
SPACING
OBL HEAD
FOR ANGLE
15-4'
6' EACH SIDE 6'-10'
31501
40-46
5'_6'
LOAD
31501
42-47
LONGITUDINAL TIE -DOWN SPACING
TABLE
MIN.
WIND ZONE II WIND ZONE III
FLOOR
uIK aTY
ANpIOR unL ott
Mon
WIDTH EA. END OF
ANGLE EA DO OF
ANGLE
S.�
Ea sEcnoN
unL a Ell sEcnoH
LeH, e
15'-4'
3
30 4
35
VERTICAL TIE -DOWN / FRAME
TIE -DOWN
SPACING
TABLE
MIN.
MAX
N1ND ZONE T
FLOOR
EAVE
HIND ZONE lu
WIDTH
OVERHANG SPACING
DB OAD
MOO ANCIE
SPAONG
DBL HEAD
AKHM WE
6' EACH SIDE 4'-6'
3150p
42_50
Low
4'-0'
3150�
44-50
14INUCINE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS �, Av>7 -� n. Gr - 92 , �G
NOTES: .G
ENGvW OV r �ii� DAPIA APPROVAL•MM
1. SEE FULL ADDENDUM FOR ADDITIONAL REWIREMENTS. .`��` Q�
2. SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS ' Q� N�' APPROVED BY
TABULATED ABOVE 910334
I. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. � ��® •' * -
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2' �'•,• STATE OF lNf4lNC-
OVERHANGI-BEAN SPACING, 96' NIJOMUM SOEWALL HEIGHT AND 6' MA70MU11 SIDE'�•P.''�� (6' OVERHANG MAX EACH SIDE OF UNIT). �����` itattatewuAcruAETI�dE
' �f•' pJ16iRYCIIP1M0iAIETftINo41101
i
NOTI llll amw BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEanCATIONS AND DRAMM ARE M.T. 2-8-99
ORIMNAL, PROPRIETARY, AND COWIOENOAI DRAWWG TITLE
-
SAFETY BOX 368 WERIALS OF KCOgyNUF
tN MAACTURING
SAFETY HARBOR, FLORIDA 34695 PC Sua °AMaALS AK PROV&D To Ala THE . NORM. SPACING TABLES
PHONE (727) 726-1138 �PT CDiNTLjLL iD+tn D sEatv S� w� DRAWING NUMBER:
AD—TO-0072
51
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 10.2
SEE FIGURE ZO FOR ALTERNATE TE-DOWN METHOD
s SEE NOTE 5 FOR
MABMUM HMT
N
FIGURE 10.3 NANWONE III
OF HOME (TIP.) (110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE TEE -DOWN EiMD 20 PSF ROOF
10 PSF D.L
REF. CAW&
NOTES;.. ".r�' � - -:
1. SEE AD-TD-0072 FOR SPAM TABLES AND NOTES No. � �� •��'�STEgF .`! -,�� APPROVED BY
. Q o �•
Z SEE AD-TD-0072 FOR QUAMTY OF LONGITUDIAL TE-OONTI STRAPS REWIRED. 910334ON r
3. SEE OTHER DETAILS FOR BLOCKING (PIER) WANTITY AND OTHER REQUIREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REQURDMENTS .p STATE CF :'�
PA 5. ZONE 2/D RE 'G': 56' MAKOMUM HEIGHT �f Q' ' �JCv � � INC.
C.
ZONE 2/EXI'MK V- 56' MAXIMUM HEIGHT : pif`�; �. D I A�. ��`� Z/ OP�I�ICFy1NOMli1►IiaYM01
ZONE 3/0POSIIRE 'C': 56' MAXIMUM HEIGHT ZONE 3/EPOSIN V.- 56' MAXIMUM HEIGHT S ' � � " 4. A104
NOTICE Y M.T. DATE 3_1_99 REV. LETTER:
JACOBSEN HOMES msE SK�Tos AwDRAW14 AM
ORIGINAL PROF FJUARY. M 00NI'mc 1TIAL DRAWING TITLE:
P.O. BOX 368
N
OCE MAWMALS OF dACO�N MANUFACI INC FIGURES 10.2 AND .10.3
W_ 9" MATEAULS ARE PROM= TO THE
SAFETY HARBOR. FLORIDA 34695 MCPST FUR SPECK RMPM AND MUST BE DRAWING NUMBER -
PHONE (727) 726-1138 *R WNRNOTIIAL ANo SEMS RM UMM AD-TD-0073
ADDENDUM 5
OFFSET. UNIT TIE —DOWN SPACING TABLES
ZONE H & III/EXP. C & D
I'I
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
VINO ZONE it
WIND ZONE M
P
FLOOR
W+. of.
ANCllpt
IK OR
ANCHMI
WIDTH
EA 00 OF
ANGLE
EA END i
ME
II
I
I �O
EA sECT1011
WL 0
EA ICU
MIL 0
12'-0'
3
4T
3
614
IS-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE III
WIDTTH
OVERHANG
Lm
ANQiDR ANGLE
SPA01G
LM
ANCHOR ANLiE
12'-0'
12'
5-0'
31501
40'
4'_p•
31501
'39•
12'
S-0'
31501
41'
4'-0'
.30001
40•
15-4'
12'
5'1
31501
43'
3OW1
42'
it
LONGITUDINAL TIE —DOWN SPACING TABLE
lil
MIN.
WEND ZONE I
WINO ZONE NI
FLOOR
Nn arr.
AHM
wt W.
ANCHOR
WDTH
FA END OF
EA iOF
EA sEEAON
L
W. a
S
Ell ON �
sEC'DD
L
AL 9
12'-0'
4
45'
4
60'
v�
fl
13'-e
3
45'
3
60'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WINO ZONE I
WINO ZONE e
FLOM
MOTH01
RHANG
SPACING
DIL WA
lwm Aw
SPACINGIn
�
man ANGLE
12'4
12'
4'-0'
31501
40.
S-T
3000i
38•
13'-e
12'
4'-0' Lp
U51
41'
T-0'
3000/
39'
j
15-4'
12
4'-0'
3
43'
3'-0'
30001
41'
NOTES9
cAcUS, g • 1 L ENaW AP" •0,,, REF. cALcs G► -- U- 1 77 -
P�
OFFSET SEC11oN w1H THE MARRIAGE LINE WALL ExTENDNG BEYOND THE ENDwM1 of �'�� G;•DQ�gl• , 17,
THE ADJACENT SECTNIH UM BE TO DOWN AT THE VNIAGE LINE IN. AMMANCE �c•r��►�1F��,•
.•' �t�.y�i�. I iVV tD BY
WIN THE TABLES G
ABOI& THE SIDEWAIL SIDE AND TIE ADJACENT SECTION(S) ARE TO : ' l�•;
BE TIED DONN IN A OCORDANCE TN1H '1HE NOR1W. SPACING TABLES (SEE AD-TD-OOTO JU�
FOR 0' If-t 13'-4' WOES, AND AD-TD-0070 FOR 15"1 1110%
2
SEE AD-TD-D001 FOR ADDITIONAL REaUIR 31ENTS
I
TD-0081 FOR IIA)OMIHI PER HEIGHT REOURED FOR THE LOADS IABULAIED s•. �OR,�P •�.�Q`i., INC.
ABM••
•• • MANUf LIMI NOME
JACOBSEN HOMES »" �,► �''� ����+``'I�LT. 6-8-04 'x'L `
QWK"I• FINFIMMY. AM MAIM HILL
PA. BOX 368 IA�Ats OF \/ M SM IIAlE M ARE m SET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695 NWW FIR SI = AIMMO AD
�
PHONE (727) 728-1138 IT0AL T C061118 AND Sk7ylE1 - —p()80
,,53 ' °•
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SI10YV1NG TIE -DOWN SPACINGS
FIGURE 11.0
so FISQRR 4.0 MR eL1>IMI R W-MV 1I=D
TYP. CROSS SECTION(S)
SHOWING 1IEDOWNS
SEE NOW 5 Fat
MUNIIII Wit
[TARES al AO-1D G080 DUE APPLY
10 DER Sr mRm MlD-USE SE>rm
OF DE WT -SFF NDD:1, AD-M-00K)
nP. FLOOR SYM--7
v 1--- ANQId1 Al m —I It or I— AN a MaE
AMdFF. AM �6*. eq",f6,.
FIGURE 11.1 c-sv- J(,6i - 14, a
m HIM &8 FOR ALt8R2iAfR m-mv s®
TIP.
�!juc4
FIGURE 11.2
64 [OR uMOus st40111r ODD
NO U71TIR}Y� Q. *-p DAPIA APPROVAL
1. SEE AD-m- = FOR SPAaNG TABLES (OFFSET SECTO aHll� ^~" kit . ...
F 1 C • •;�''��� P P R OV E D BY
2. SEE AD-M- = FOR OUAMTY OF LONa11D1AL lE-DOWN STRAPS REW10.
(OFFSET SECTION MY) 0.00454 j U N I 1 20
3. SEE OM DUALS FOR BLOOONG (PER) oUAN11TY AND OTHER REOUNt OTS. '
4. SEE AD-TD-0001 FOR ADDIUONAL REOMBA NTS. •� OF� i w INC.
C.
5 IONE 2/EXPOSLIRE't:: 48' MAXWY HOW' p �: .•' ERAL NUFACTUREOHOME
ZONE 2/0POWRE V: 40' MAXIMUM HOW-36' FOR 12'-0' WIDE UMTS ��� (� : o {l10 p y RUCTIONAND SAFEfY STANDARDS
ZONE 3/EXPO6URE 'C': 4I!' MAXNUM HEIGHT �'•`...... • ��•
ZONE 3/E70'OfitARE V: 40' MAXIMUM HEIGHT '►._ �Fn C!1 T `' ..��
NOTICE ''t :R :'Wm M.T. DAM6-8-04 REV. lE1lFR:
JACOBSEN HOMES nM S'ECF71:J1IM AND ORAVM ARE
CROW., PROPI UMV, AND CQFMIM WAWA nnE: n
P.O. eox 3es MAC OF JMOM MNAEACMM FIG. 11.0, 11.1 & 11.2
tH_ 9101 MAD9DNS ARE PRWXO W DE
SAFETY HARBOR, FLORIDA 34695 RUM FOR SPEfi1C RWO0 AND ME K DRAIM NUMBER:
PHONE (727) 726-1138 IDPT ODita IAL AND XXI FR01 OHM AD-TD-0081
54
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
M& iZO: tnwnt
1. SEE AD-TD-WW FOR SPACING TABLES (OFFSET SECTION ONL4 4 •�.,.%
2. SEE AD-TD-ODBD FOR OLIANITY OF LONOITUDIAL. TIE -DOWN STRAPS REOUGIED. if910334
(OFFSET SECTION ONLY) * ®es
I SEE OTHER DETAILS FOR BLOCKING (PIER) OUAR71TY AND OTHER REOLIMMENTS. STATE 4. SEE AD-TO-Wol FOR ADDITIONAL REOUIRENENTS. r '9� •'.• P
JACOBSEN HOMES TWX SKOIICATIONSL" WAVA CS ATE
ORMPL PROPRTFTARY. AND oo1sWIAAL
P.O. BOX 368 WERIALS OF ACOO M MANWAC1lNWO
SAFETY HARBOR, FLORIDA 34695 W_ SUCM RAIDRALS ARE PMKO TO 1NE
. It PHONE (727) 726-1138 �a1aYWIVA AM CK s�AND OTHERL
SEE CACGS', �G,
SECTION
.TION AND SAFE Y ST:,'IUrhaS
R.R. ---- 5-9-01
FIG.' 12.0
AD—TD-0082
l 55
ADDENDUM
GVg�s
SPA ING TABLES ��'�'� 1�
108" HIGH SIDEWALL TIE —DOWN
10
ZONE II & HI/EXP. C &
LONGIT
INAL TIE —DOWN SPACING TABLE
c (+�
MIN.
WIND ZONE N
WIND ZONE N
WL on
Mon
wK on
ANOM
V
FLOOR
W1D1H
EIRD ff
ANGLE
Ell sm OF
ANGLE
sEcaoli
� e
Ell SFcnou
H1L e
3
42'
3
53'
�1
30'—Ir
3
52'
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
I SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE W
SPAM
BEL NE
ANCHOR ANGLE
SPAM
WL W
AN01GLR ANGLE
EAVE
WIDTH
OVERHANG
LOW
26'-Ir
6'
6'-8'
31501
40 -50'
5-4'
31501.
40 -50'
30-8'
6'
6'-8'
31501
40 -50'
5'-4'
3150t
40'-5O'
LONGITUbINAL
TIE —DOWN SPACING TABLE
MIN.
WIND ZONE N
WWD ZONE MI
OT1:
END ff
GLID ANR
ANGLE
N8 olY
EA. W ff
AN01GLt
ANGLE
FLOOR
YMOTH
�Q O�
SECDON
1!L O
EA SECIIGLI
UK 9
26'-Ir
:
4
41'
4
57
4
51'
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MR
MAX.
WIND ZONE A
WND ZONE M
SP'I
NEW
�LOADD
ANOIGLR ANGLE
SPmw
VEL
ANO0 ANGLE
FLOOR
EANE
WIOTH
OVERHANG
LOAD
26'-81
6'
5'-4'
31501
40'-50'
44
31501
40'-45'
5-4'
3150E
40'-50'
4'-0'
31501
40=45'
YNNKONE N1
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF cxcs
NOTES:
EN i
DAPIA APPROVAL:
APPROVED BY
1. SEE ROLL ADDEK= FOR ADDWAL REOIAREMEN1T
NE,,. 0045484 4
2. SEE AD-M-M FOR MAWN PIER HEIGHTS FFQURED FOR THE LOADS
DU. TAM ABODE.
.t
�� F� •., ;OR1-rN
�•' �.
FEDERAL. MANUFACTURED HQUE
...•'�
r�''1sTEREDENG\��:
CONSTRUGnONAND SAFEPisrAN0ARU5
JACOBSEN HOMES
NOW&
HIM SPEMCA,1SAMWAUMARE
DRAIN Im. M.T.
DATE_- 07-20-04
REv LETTER:
DRANNG DINE'
108' HIGH SIDEWALL SPAaNG TABLES
u m m. PROPI umM me aww0 A-
"AIUMS OF OZOM UNWAM M
P.O. BOX 368
IG mm YAEAAIJ AM FMrAXD 101E
DRANNG NINIBER:
AD—TD-0083 .
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
XWW fal 9 M NffW MID mg E
IOPT tofioe na NO 9W FUN OHM
I
66
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL .SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 10.0
TYPICAL CROSS SECION I I
SHOWING iIEDOWNSTip
• cool
man AI1aE
TV.
moo AM9E
SHE NOW S F0t
VAXIM NM
xo�
FIGURE 10.1
(10 � "
20 PSF ROOF
10 PSF D.L
REF. m I S. (-
- 2 3
1
SEE AO
+7 O .••• (IF •
DAM APPROVAL•
-ID -M I N SPAM TABLES
•
�; c��'
APPROVED -BY
2 SEE AD -TB -OW FM W MTY OF LONGI IX X-000 STRAPS KOLIAED.
1
SEE OTHER OETAIS FOR LLODW9 (PER) OUANTRTT NO OM
MOUfi0iE11TS
4!1
SEE FULL AODElp N FOR ADMIONAL REOURE4E?MINrp�•�
ZOW 210WO&K V: 36"
MUMLIM HEIC HT
ZONE 2/EXH'051HRE b•: 2T MAX6Klt1 FpHGHT
o "� � Q
INC.
zw 3/E IRE V. 36' NAXf S HEIGHT
ZONE 3/bPOS11RH: V- 32• NA>QM HEIGHT
,��+, _ ,�♦
�• `OF1 •''
•� C/��'••...;..!• ♦♦
•., aT ��
FEDERAL MANUFACTUREOHOME
CONSIRLIC71ONAND SAFE1YSTANDABUS
6
ALL SPECIFICATIONS ARE BASED ON 2O' ROOF ANGLE dAx.
&I 1�2004
r
JACOBSEN HOMES
T►=SR==N GRATi1i W
�' �' M.L
DATE: 07-20-04
KY. LEM
ETIWI
P.O. BOX 368
s """ FMM
MA" � `�'FIGURES 10.0 ANO 10.1
SAFETY HARBOR. FLOF40A 34695
IK
�R � � N6W0 EST K
DRAMtIG !UI ER
PHONE (727) 726-1138
ITT OncloEr K W SM Boy OKK
AD_jD_OM
w
ADDENDUM �oR
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
1�
ZONE II & III/EXP.. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+'
ON.
WIND
ZONE 1
WIND ZONE II
\!
FLOOR '
WL Orr.
Area
ox Ott
A11m
ri101H _
FA ENO OF
M
Eel W OF
Anal:
EA SE=
ILL D
EA SEcnw
WL B
2S-4'
2
58'
3
43'
24'-0'
62'
3
457
-- VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING- TABLE .
N&
MAX
_ WND ZK 1
WIND ZONE N
SPAOX
ML WA
LDAD
mm ma
SPAOIG
Del "
. LOAD
ARM ARQE
FLOOR
YADTH
SAYE
OVERHANG
2T-4'
69.
C-8'
31501
49'
54
3150
45'
24'—O'
6'
6'4' .
3150
49'
5=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
t
MIN.
WAND ZONE
I
ZDNE II
UK OTE
mm
UK Ott
mm
FLOOR
�Q
WIDTHEEA
EBD OP
DO tK
ME
�t
A SECAON
MR Q
. ECII01
EADL S
YYL
IX i
23'-4•
3
48•
4
43'
��\v\
24'-0•
3
57
4
45'
I
VERTICAL TIE DOWN / FRAME TIE —DOWN SPACING TABLE
WIL
MAX
WIND ZONE 1
00 ZONE 19
SPA=
�- H AO
mm mm
SPAONG
IEAD
AMM MOLE
BOOR
EAVE
YADTH
OVERHANG
LDAD
LOAD
23'-4'
6'
6-4'
31 -
4T
4'-0'
31
43'
24'-0*
6•
54
31501
47'
4'4'
31501
4Y
lOr MAX. 9DEWALL HE]CHT WINOZONE 11/14
(110 MPH)
20 PSF ROOF
10 PSF D.L
R. CALM
NOTES:
DAr�1A AeeRoviu
FULL FOR ADDIAONAL REWRDJUM
IL
G`j` 9 ,•✓ J
APPROVED BY
1. SEE AMMUM A
:
ON
2. SEE AD-m-mm F0± YANN PIER NElf 0 REOLM FOR THE LO ti
� {mot
Dec• 13,2006
TABUlJ1TE9 ABOVE. s
.
d `
INC.
i
d
�� fi •/� V
'�`/`�.
FEMMM NW
COSSiR11CI10N AMD SOFFIT STANDMDS
O 14%0 .•
'
JACOBSEN HOMES
NOTiCIET a671
TmMMAUS� ARE
Br:
R.R.
OAIE:
11-28-06
REY.lET1EFl
11M
108' HIGH SIDEWALL SPAaNG TABLES
r.m Box 368
CM=AL FFCWI TML AID CUNFWu DRAMNG
MAMAS OF AIC0M MANWACOMM
W_ IM RAWIAS AK PM40 to 1K
BUIIBER:
AO-M-0085
SAFETY HARBOR, FLORIDA 34695
PI+oNE (�27) 72s-n36
PBiW IM SRLTIC XWOM AIO UAST K DRAYNG
�oT Cw"wfti at saa P= go=
58
TYPICAL SUE ELEVATION
SHOTiONC DE —DM SPACIM .
TYPICAL CROSS SECTION
SHOWING TTEDONNS
ADDENDUM
TIE -DOWN SYSTEM
TV. ROAR
FIGURE 10.0'
TV. OM-FDMR
®�
ISFE NOFE S FE R
tAAAAI N[Z?IT
ANDIM NW W AFFW8 NANO --
K'V= MIN ANDU 9lA T V3KAL
WWDZOHE Up . .
FIGURE 10.1 (201 F7 F�
10 PSP O.L
IF CALM
NOTES:�Q<1rdA+
1. SEE AO-10- Ot5 FOR SPAM TABLES
�• �=f1r� j •. df
DApA ArPIiOYAI:
APPROVED BY
Z SEE AD-M-038S FOR GUARm OF LOWTuaAL K-ODAW STRAPS NEOUIRU.
: G f ` N00
ON. 0
!. SEE OMOETAIIS FOR BLOOM (PER)) GUMnTY AND OTHER REW RLTIE M
4. WE M AQUMU FOR ADWIOR& REOIANEM01M
:
Dec 23,2006
p
r
S ZOK 2/0PDSURE •Y 44• HAMM NXK
ZDK 2/0POR K T. 2r MATTINAI HEIGHT =
N C.
_ .. .
/
lD.6:
ZONE 3/E1�OSi1RE 'C: "' HAMMA1 HEIGHT •
ZONE 3/E7I►OAtRE bt 3r MAX" HEIGHT
1
: •'n �
� ., F, A .' (� ;
Fmm m~ACnWD IIr
COM51nICf1ON AND SUM STAll"m
6. Ali SECPUTOG ARE BASED ON20' ROOF ANQE MAX NO10E" MAX
90EWALL HEIGHT.
o.
�+ip :�Giti•�.• � y4.
%
41
JACOBSEN HOMES
NOTTC>: obit
OE!V0X=VWM INAMIM AK
Ito . E
R.R.
GATE
11-28-06
AE>L IETER
ORANM law '
FIGURES 10.0 AND 10.1
01KNAL ASgrt+s VJM AN wflOOmq
Wlulms °i1CO11AM1iAC"c
\� P.D. BOX 368
w_ &a MAIWARS ARE MOM TO TN[
DRANK NUWM-
AO—M-0086
SAFETY HARBOR. FLORIDA 34693
PHONE (727) 726-113E
K"r Km WIVE mrom BC mu K
K►1 CWMDtt no 2w n0Y WK
59
ADDENDUM
(108 PIDEWALiG)
KOR ZO�EiE1I mD BLEB
1%EXP diGN
& &
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
viN.•
Own B
BIND ZONE u
OTT:
s
Oh.
a SEitiGl(
FLOOR
V�V
wk B
12`-0`
2
53'
3
40,
3
37'
3
46'
15-4`
3
45'
4
40'
VERTICAL TIE -DOWN / FRAME TIE -DOWN PPACINO TABLE
�iN•
VAx
fAD ZONE tl
00 ZONE NI
NMI
Am,SPADIyc
u
AM,{? '
ODTTHH
OVERHANG
12'-Ol
6' EACH SIDE
5�-4'
72`
35' TO MY
S-4'
38'
45'
IS-4'
V EACH SIDE
1 5'-4'
80`
W TO 40'
54
42'
45
154
6` EACH SIDE
1 T-4'
80`
40'
54
46"
45
LOWI►PUDINAL TIE- DOWN SPACING TABLE
INNow
ZONE if
W ZONE IN
Ek ft OF
gal
EA op DF
•
FLOOR „
Ek SECTIdI
�(• 9
Ek SECAON
e
3
44'
4
40'
13'-4
3
52' 1
4
45'
1514
4
44'
4
56'
VERTICAL TIE -DOWN / FRAME TIE -DOWN OPACINO TABLE
IVAX
D ZONE 1
0 ZONE 11
SPADING
Vix plTER
A►(a hm'
91A*
VAX m
Alow A190
FLOOR
MOTH
SAVE
OVERHANG
12'-0r
6 EACH SIDE
4'-0f
72`
37'
4'-0'
340
40' TO 45'
13'-4'
6 EACH SIDE
4'-0m
72` 140'
1
4'-0`
38,
40' TO 45'
15-40
6' EACH SIDE
4'-If
80
40'
4'-If 1
42'
1 40' 10 45'
• NOTE: WHEN ANCHOR ANGLE FROG( VERTICAL CANNOT BE REF. CALLS,
ACHIEVED. ADD APPROVED STABILIZER PLATE.
{SEE NOTE 15 FOR HOMES SET IN FLORIDA)
NOTE.
1. SU fULL FOR AWTIONAL REOlAREMT&
EN R .,�CL1 r,
�+fe.�C _ +:jr•:/ f�
s • . ��, ✓ON
DAM APPROVAL;
APPROVED BY
2. TABLE BASED 04 AXom jy0RK11+IG LOAD OF %1501 ADD DA)ONAL TIE TO
OPPOSTE BEAU
e ^ . '
, 'f • •
M'^a\rIj/25,2008
INYV.
A MAIL EAVE OyERHANC REFERS TO OVERHANG AT S0E*AII NOT FRONT OR REAR
� � y��( ."'
' >
�,1��..
FEDEwu raxUFACNRED HOME
CDNSfR0CD0N MD5AFETYSLDiDMDS
4, AB TABLES APPLY Tom' me AND 184' FLOOR tOTHS TH 96 1/Y'
SPAOK IOW WAQL] SDE*ALL HEIGNT ANO Ir SIDE
;Y- /rr�
s «J '• -
OVERHANG (6' OVERHANG VAx EACH 9DE OF Will
�o rS���`11'•.� f rHwUP
�ht�•
s STA%aR PLATES ARC REOUIRED ON 9DE*ALL ANGM AND LONOT04AL
A10M SET IN FLORIDA. SEE DIjV ROLE IK EFFECTIVE VARDL 2% 1999.
�I HS'' i ••' �`
fi
r,, iT�10)
JACOWEN HOME,O
tiORdd�
um �LF�� At_'CUB
�f�!AL• tHk
AI{uFACL1l�1G
OA c
o.I�.T.
DATE;
1z-it-o7
REV. LETIM
DRA SIG 711M
IJA1FAAt5uLi aAmesEp
NORV. SPACING TABLES
P.O.MWEI Box 368
SAFETY E(f95�
PHONE (7 72138
91Po Aluad ARE PROM
bAAq
OR G
AD-TO-0087
6U
.
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
car. SA Lo m _ , , fff."
WO FU SHEARNW
(ALL siuhlwrrS}
11%OoMwrS Itt]p�itD
aaa va 1R
KaaWm
-` iM NOTE r ut NOTE IZ� �� .
3EE MOTES 2 MID 3. Z__]
► at iMQb m READ
TITS Lo[AT10H IRS LO ATIOH
FIGURE 8, 0 . FIGURE 8.1
THE DETAIL A13OW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEYER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES. •AND ALL --IF VALUES.
crr. S/M uum
m.oR
M
t OI so"
1 ~
W-C 14XWMW W-V AM X-WW TtWw NAT ti LWAIM UI
um Of m AK" Dow AM Olm Famm AT 10
onam AraQts W w mim ITM m UCWit LOAD BUmso taffl LaAot= W-R}-M (fD-OW RAL NOMI nR WM Qf Ot M llaT1111rat)
WWU A MAT Got DO Cr TMC sTAMWL nMs (rot UC AMW DtTArL7�
IM MgMM AT LOCH 00 CO JdSTS REQ UILSS or W-ova1 "W hCcu�gKri)
W01 SF[M1WL IS LOCATED ABotit A 3AD ffJbETI ttltt K afT QMes-MWA no
K-WW 3i An Ot AM ARE R(aXU (XL WANU mW10;A WK1 All UMS
Am Ail. KraW 4
I
T110 PH sffEaNlll us
1
'B
A
1
1
Om I
Lp OR
gE HOTC 1 S£E NOTE 1
A
SEE RM i AND I
A
IRS L%ATmK
TIOS I,thil- u-i
' 910334 1
i
STATF— (W
ROVED BY
iEB 10 2W
ANC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
JA013SEN HOMES wocwcowma '`}� •`•'.R. oz 1-00
auoxg. faro �1Rr, A+tt ..
P.a. eox Elsa ramaac at �ooe�ot r�a� 5/WIU TIE/PIER REQ.
WETT NARGO& FLORIOA 31595 t1C 6LfCii YATO�Af! AttL v
1ua�an raw ttpr� rwaRs w .r u rC f�iTAwMG rwl3tx: .
PHa+E ( 720-1138 f dr aoRpUt+t Mo ATrr�cr rRau ena�c
- A0—ib-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CE ING MAY BE FLAT OR SLOPED
NOTES: z/7X
I. CT40UND moms TO BE RAim FOR AH u1111ATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TD-O..-D1 17D-f FWM Homs) FOR NOTES ON CNOUN) Mr.40R KSTALIAl10N.)
2 KSTAlL A PER AT EACH ENO OF THE %onALL JOISTS (PER THE ABOVE DETAILS).
3. WEN SI,FARYM& IS LOCATED ABOVE A SCUD IEADER (iU.L KOFF CROSS-YEU9FP.) NO
TIE-M,-4 STRAPS. OR PIERS ARE RE=M (ALL SHEARWALL CCNFICJRATIONS, ALL ZONES
AND ALL EXF'MM).
4. TE-DO1W4 STRAP REQUIRED AT EACH END OF JDTSTS, ALL DB: PW CONFIOJRATIONS.
S. CEILNG SHOW`T FLAT -OPT,CATHEDRAL OR SLOPED CEUHG MAY BE USFD. i
G. FULL WIDTH SHEARWALL`S ARE SHOFRT IN 7HE DE7AL•ABOVL HOWEVER. ANY LENGTH
OR CCNFTGURATION SHEARWALL MAY BE USED.
END VIEW
350 PLF MAXU)M SHEARWALL
DES.V,N VALUE (PER WALL)
1 1/4' X .035' Tf--^OVM STRAP
CONT14UCJS ARCJ.ND JOISTS.
.. �
tP�f1OVAL • ,7 �y •�
. •. ,���
czr
DE VIEW
X .OW 11E—DONN STRAP
UOUS ARI MD JOISTS.
DAPIA APPROVAL•
[APPROVED BY .�
lN*ff i; N
LETrER-
JACOBSEN HOMES THEM SPEOFIC n°NIAw DRAWNCS #RE DRAAH BY: R R DATE• 2-6-96 REV.'
0RK7EAL, P010PRRiA4Y, A. -AD MCM!NTIAL DRAVANG TITLE:
j P.O. BOX 365 MATER.ALS OF JACOBS9N MANUFACTURIC DBL. S W CONFIG. -BE-DOWN SAFETY HARBOR. FLORIDA 34695 REOMMI FOUR S'E M F1 �s IND U 1 FE DRAV«NG NUUBER:
PHONE (813) 726-1138 KEPT CONFTOEOX ND S?:UiET TIM DR1ER5. AD-TO-0110 J
62
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
CEILING MAY BE FLAT OR'.
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
CON71NUWS AROUND JOISTS.
TO
35'
I. ORWNDF ANCHORS 10 BE RATED FER AN ULTWATE LOAD OF 4725/ [3150 DESIGN LOAD]
(SEE AD-YD-0001 [TD-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOW DETAILS).
3. WHEN 9iARWAIL IS LOCATED ADOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO L
TIE-DOM STRAPS OR PIERS ARE REWIRED (ALL SHEARWALL CONFTWRAMONS, ALL ZONES
AID ALL EXPOSURES1
4. TIE—DOAN STRAP REOUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWAILS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR CONFIGURATION SHEARWALL WAY BE USED.
7. THIS DETA.1 MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE —DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C.-Doedenjl.
15133 C. R. 22
Goshen, IN 46526
I4 IS A TRIPLE WIDE RAFTER,
1 APPLICABLE TO STANDARD
31.E WIDE TRUSSES.
JD VIEW
X .OW TIE —DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SSE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY 1
W61RA.11PIAiOW �f A►06
m
JACOBSEN HOMES
BOX 368
THESESPEOMAIMSA ORAw= RE
ORONAL. PROPRIETARY, AND CO1dIDEN11AL
MATERIALS OF JACOBSEN MAIUFACTURINc�
SUCH
OUAWNBY: RR
DAIEc 4-09-96
IREV LEER
nP.O.
DRAWING
S/W CONFIG. TIE—/Lj`
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
ARE PROvIoM H �T K
REOMT FOR SPE�au AND
IVT MWIDD
DRAWING NUMBER:
IDAL AID SECRET IROu popes
AD—TD-0)1)
63
PORCH ANCHORING
DOUBLE HEADED 3,11•
NOTES:
1. SE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP 'BLOCKS.
MNDZONE III
EXPOSURE C
(110 MPH)
20 PSF ROOF
thr
10 PSF O.L
"iCALCS.'.
c ;vA 409 10 1
09; W-1; 7
J: DAPIA APPROVAL:
PPROVEDBY
114INC.
EDERAL MANUFACTURED HOME
NSTRUCTIDIN AND SAFETY STANDARDS
Mr J;i .4 M.
NOTICE: DRAYM BY: OATS: REV. LETTER:
JACOBSEN HOMES lKSE SpECFr_A=* AND DRAWNGS ARE M. T. 12-13-03
MCINAL, PROWTANY. AND CWMnk DRAVANG 71U:
mATmALS oF PDMSDI mMwAC7'mc PORCH ANCHORING
P.O. BOX 368 PC SUM MATMALS ARE PRMM 10 7K
SAFETY HARBOR. FLORIDA 34695 WW FM SPEOFE RWM NO 116T BE DRAWING WIJBER:
PHONE (727) 726-1138 KM CWMMK AM SFIFT MW OUM AD-TD-0112
64_
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
I
—I I
ANCHORING EQUIPMENT
CAPABLE OF RESISTING -I I I —
THE WORKING LOAD
REOUIRED ON THE —I
TIE -DOWN SPACING
TABLES (SET_ OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
APPROVED VERTICAL TIE -DI
(FACTORY INSTALLED)
' CRIMP SEAL
(3150/ WORKING LOAD)
)WN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91. vv
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
ac
3
9
VERTICAL ME -DOWN c
TYPE I. FINISH B. W
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY to
A REGISTERED PROFESSIONAL ix
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPI
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTALLER TO FAWCATE RADIUS CLIP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.035' TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE affIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE PE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE 71E-DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'QLMLLr THE RADIUS CUP.
``��11111111I1111�Y�Y�'
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ENE0703571_
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ANCHOR BR jtiIII,1AG TIE -DOWN
DEVICES ARE CERTFED BY OTHERS
NOTICE
TKSE SPEO►ICAT04 AND DRAMNGS ARE
Of0MN PROMETMY, AND CC ffMTPL
YATERALS OF JAMM MAP"ACAM
MC m YAWmS ARE PRONDED TO THE
107 Cdf Rk AND SECRET IRW OMM
DRAWN BY:
DAPIA
PROVED BY
JW 1 5
ON YtDEAr IMgfACi{ImNii 14INC
WaALRimiallMt1YAA1om
C.L.Y. 1 5-31-95
oRAwwc
'Rot-ALT. TIE -DOWN APPL.
AD-TD-0200
im
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUCH•-
IT YAY BE LENGTHENED BY USING A CRMP SEAL W17H
A WORKING LOAD OF 3150 POUNDS
!10
0 IF NEEDED, USE VERTICAL
�f TIE -DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
ry 1 1/4- WIDE k 0.035-
l� f IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91•
O STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
II III I 1III
1(-
ANCHORING EOUIPMENT —III III —III -I I
CAPABLE OF RESISTINGTHE WORKING LOAD _
REQUIRED ON THE
—III -I I
TIE -DOWN SPACING _
TABLES (SEE OTHER I I I -I I (-
DETAILS FOR TABLES)
SEE OTHER DETAILS III —III —III -I
FOR ANCHOR ANCLE.
ON TES:
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).
JACOBSEN HOMES THESE SPEaII natTs AND D AM
® CRIONAL. PROPRIETARY. AND WITIDENTIAL
P.O. BOX 36B MATERIALS OF JACOBSEN YUTACTLIRDIC
❑�� Imo. SUat MATERIALS ARE PRONDED TO IHE
SAFETY HARBOR. FLORIDA 34695 REaao+T rat SPEa1C PURP m Al® Inns K
N❑ PHONE (013) 726-1138 IVT CDOWTIAL NO SECRET MOM OTHERS
DAPIA
APPROVED BY
REVISED
1012319E
ON INC.
r aTFU TM AND( O YSI
r>rxsmlcTnN AND sAcnr FrwoU+os
DATE. REV. LEM
R.R. 1 70-05-96
ALT. TIE -DOWN APPL.
AD-TD-0210
J
66
ADDENDUM
COLUMN TIE- DOWN APPLICATION
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
FLOOR
=�TTT=IT I�rl �
ANIi.E I I III -I 1I-
II-,Ili
ANCHORS INSTALLED 24" APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULn-WIDE
ATTACHED
ANCHORS
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-9T.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
ENE8703571
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AN 1 5
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teu[ rw,r•cnmbw INC,
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JACOBSEN HOMES
THESE SPI[anCATM AND DUTIPM ARE
TCaETS1:N VA"ACIMMC
IMAWNOrC.L.Y.
""" 5-31-95MWAL
A
DRAWING TITLE:-
COL. T1E-DOWN APPL.Nc
P.O. BOX 368
,I
901 MATTIEPTS ARE PRONGEDTO THE
SAFETY HARBOR. FLORIDA 34695
SAFETY
REDPEENT rCA WE= R13 M ADO RM K
DRAWING NUMBER:
PHONE (813) 726-1138
IVT CGI WTA NO SEOILT "= OMM
AO- TU-0251
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
It a �
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / WN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
I. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
JACOBSEN HOMES
P.O. Box 368
SAFETY HARBOR. FLORIDA 34695
LLLJU PHONE (813) 726-1138
MARRIAGE LINE OF MUUI-NDE
Fll1KKfl
VER71CAL 71E-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 ASTIR STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
y
ATTACHED TO A
ANCHOR (3150#)
.."willifill _
5O Q'` No. RFo ci
.� F�NE87�3�}-
g
%,'!OVAL Eye
NOnCE
TNESY SPE011G1TION5 AIO WAMI115 Alm
0a0N8L. PROPIIETAI114 no OOWIOOITNL
MAmpa AF 11COBSTw ""MUM
W. SM VAMNS ARE PROMM TO IC
RE04111 FO1 SRCM FUWM AO MAT BE
AB'10iFWR4 AN1 SLOV IR01 MM
BY:
APPROVAL
-
PR BY)
JM 1 541 1995
INC
C.L.Y. I ------ 5-25-95
COL TIE -DOWN APPL.
It AD-TD-0252
r%Q
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOLIIPMENT,
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL ME -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 ASTIR STANDARD
SPECIFICATION D3953-91,
STANDARD SPEGFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
. _ still,ull,..
���• G%ST E�* * -.
No. FD r
BYE,
I .o 1 5 10
IV 11'1 INC.
W R1RICiOI MO SARI: T9iOIIR
H09TCEk 4 lWAWM+BV. DALE Mv. LLI IU :
ESE
JACOBSEN HOMES 1HSKC�TM AM DUWM AKC.L.Y.5-25-95
CWaHAL PRWMAff. AHO CMRMTUL DRAWNG ME'
MATDTIAS CF JM=S I MAMIFACTdUC COL. TIE -DOWN APPL.
P.O. BOX 368 W_ SM MATERIALS ARE PRONGED TO THE
SAFETY
E13261695 DRAMtNG MIMBER
PHONE 726--138 Cdtuq N0ogmnoo� AD—TD-0253
7n
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
SEE NOTE 1
dIMYMV �N�IIMY ILL -WILL\ ., Ilw ., M
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INST90 A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
`�1\111IIIIIIIrrrr//
C• Doe '%
NOTES:
ENE8703571
DAPIA APPROVAL:
1. LARGE OPENING = ANY OPENING HIDER THAN MAX TIE -DOWN SPACING ALLOHED._
�.� -
ROVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL T&DOBN SPAa , -
14•Ir-
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE
TIE SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
5 1
MAXIMUM -DOWN
,�'••//� >�'���
��'ii��t%+'•
TIE-DOAN SPACING TABLES (SEE OTHER DETAILS).
• Nv\`�`
INC
3. INSTALL FRAME TIES AT ALL VERTICAL TIE-DOIN LOCATIONS.
��i� rlI'll AL ��``�
__ . _•-�wlniolc
4. SEE AD-TD-DOO1 FOR ADDITIONAL REOU>REMENTS.
ANCHCtt BRACKET AND TIE-DOPM
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
NOTICE
THESE sKN�TKM NO DRAB
CRIaNAI. PROPRIUMT. AHD CCNUNT l
DRAWN BY. DATE
C.L.Y. 5-31-95
REV. LEM-
%`
DRAIANG TITLE:
T/D
MATERIALS CF OZ08SEN MNaN ANUiACT"G
TYP.
SINGLE WIDE
/-1
P.O. Box 368
nc swit= LS AM maw 10 TIRE
DRAMWG NUMBER
AD-TD-0300
SAFEP ONE (0 R3) FLORIDA 384695
�my CGNFD�0I�me =w no �
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
24' LARGE OPENING
SEE NONE 1
COLUMN SUPPORT TIE-DOVM STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER MAN 48' IN WlOTK
MULII-WIDE FLOOR SNOWN
SEPERAIED FOR CLARITY
24'
24' v V 24' '
LSTANDARD VERTICAL TIE -DOWN SIM OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAKIM SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANDNOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTAL 01111111110E 7 � EACH END OF THE UNIT.
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL .���N C• DpF'''i,,��
NOTES: v ••.? '� DAPIA APPROVAL -
I. N0. O
1. URGE OPENING =ANY MNG WIDER MAN MAX TIE -DOWN SPACING ALLOWED. ' • NE8703571 OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAR ,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE 4L�.,r•�
'
MAXIMUM RE -DOWN SPACING REOUIRED ON TIE APPROPRIATE VERTICAL/FRAME T6 OF
1
TIE -DOWN SPACING TABLES (SEE OW DETAILS). -�` • fti ..
5 10
'4' ��• n�
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. �o • .. A •���`�` I I V
4. SEE AD-ID-0001 FOR ADDITIONAL ION
REQUIREMENTS. ANi4(T eg ItA11J TIE -DOWN NOfN"T191OY°�
DEVICES ARE CfR11F1ED BY 07HERS
NOTICE DRAWN BY. DATE REV. LETTER:
JACOBSEN HOMES KSE sKonu1uts nDNs AND DrNARE C.L.Y. 5-1-95
MOINAL PRO MUMT, AND CMUNT1AL DRAWING DTTE: A
P.O. BOX 368 MAMAL.i OF JACOBSEN MANVACIIAM DR MULTI —WIDE T/D
„ SAFETY HARBOR, FLORIDA 3/695 1I�T FQt � FJFM AND MAi K DRAWING NUUBER
PHONE (813) 726-1138 im cmm noL AND sou n= ormm AD—TD-0310
73
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE —DOWN I
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN'
SEE DETAIL - V _
SINGLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL -
SIMILAR TO
I OPENING TIE -DOWN
SINGLE WIDE
(REQUIRED AT OPENINI
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
PULL DOYN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
DOUBLE WIDE TIE -DOWN
I NOTE:
A k B SECTIONS
SIMILAR TO DOUBLE
IWIDE TIE -DOWN
TRIPLE WIDE TIE -DOWN
SEE DETAIL — 'A'
SEE DETAIL — V
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
BUCKLE PATH 20251 ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
FY MINIMUM IMPOSED BY THE TIE -DOWN STRAPPING (3150 LBS. MAXMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TE-DOWN STRAP (1 1/4' X .035' MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 315o4
CAPACITY MINIMUM) >c 1,5a 471,S « ULTjftv4 Lr
Loco a4gacrfy
19
Lnw�r� �wi
NOTES: �. .�......
1. SEE DETAIL 'B' PAGE Q AOR MARRIAGE WALL q�y
OPENINGS GREATER THAN 49 INCHES. & UP TT� o I'T�-6" I B T Piyt, 0"11354S4
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM STATE OF
PIER CONSTRUCTION. '•.. t0n0 P
APPROVED BY
p�C 2
INC
�-n�cnwo a�vcY'�ssHoyas
NOTICP_ BY: RR TDAIE. 10-31-95 REV. LETTER:
JACOBSEN HOMES »SSE sPEonca m AND DRwNNIZ AFIE
OMONAL. PROPRIETARY. AND CONf10 UIL DRAMING TITLE
LATERIALS OF JACOMEN MANUFACTURING ZONE I TIE -DOWNS
P.O. BOX 368 W. 9XH WMERIALS ARE PROVIDED To THE
SAFETY PHONE (813) 7206- 1384695 W7 C rMMNO SEOV O ODIUM f DRAWWG NUMBER AD—Zl —0001
74
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
1TE-DOWN
MAIN FRAME I -BEAM
- -NOTE j1� -
MAIN FRAME I -BEAM
IEND
AACINGI
SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING _
END
I SPACICI
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
arnunu xnu,w xn.w,.v
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
SEE NOTE 011 NOTE j11
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
SPAR cENT END
CCMGI SPACICENNG I SPACING L&.ACWGI
TRIPLE WIDE TIE -DOWN PLACEMENT
NOTES: ENaNEER♦� DOc
T. SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF +♦♦♦��G����FIQ;9r�Cy
MARRIAGE WALL OPENINGS WADER THAN 49 INCHES. N0.01745484
{° 'STATE OF JF
i
ce
co
Ell
DAPIA
APPROVED BY
II V
iFCEMI Y4�f4C'MED M3Q
coaTRucicN Ago svrn awawab
NOTICE rwymon- RR 10-31-95 — — --
HEADJ AC O B S E N HOMES TNESE SPEonca NS AND DRAWINGS ARE
ORIGINAL, PROPRIETARY. AND COEDWTIAL DRAWWG TITLE:
UATERIMS OF JACWSIT MANUFACTURING TIE —DOWN PLACEMENT
P.O. BOX 368 WC. SUGI YAMULS ARE FRONDED TO THE
SAFETY HONER(813) FLORIDA26384695 BUT CtT�FMOB SPEOf1C PUiPO TK NO SEW n= ONTM DRAWWG NUMBER-
—Z1-0020
I
76
ZONE 1 INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM.
AP ROVED BY lz Cd.
FEB 0 1 M
INC
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P.O. BOX 36H °"MAsCr4%C UVARE UAMNACMIMC ZONE 1 INST.
SAFETY HARBOR. FLORIDA 34695 fat 99 M APWIM mist u DRAWING NUMBER:
PHONE (727) 726-1138 KPI MICO ud wo stoic* neat DDos - AD- Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAW UNIT
DORMER
TRIPLE WIDE
OR QUAD WIDE
I SECTIONS)
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MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFIER ALSO TO SIDEWALL TIE-DOVNS MAXIMUM HEIGHT}
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EXPOSURE V 90' 56'
EXPOSURE '0' 39' 46'
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM IRIS END, EXCEPT FOR 20NE 3
EXP. V THEN 2 REQUIRED EA HALF
(IE CNE EA. BEAM, ETC-)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SDEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MOE
CONNECTION REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREYENTS).
2 L040TUDINAL TIES REQUIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTTON(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.)
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NOTES:EN RDV �i DAPIA APPROVAL`����>O•..��\SA%ER�.F,1,'-,;
1. FOR WAD SECTIONS• EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED Q' NO O y
APPROVED BY A
INDEPENDENT OF THE 01HER STRUCTURE (IL SHEARWALLS, TIE-DDWNS, RIDGE- EN 0357 � �` ""
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
AN 1 5 M5
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JACOBSEN HOMES NOTICE-- DRAWN BY: DAIS REv LEA:
THESE SPEQI1CA710115 AND DRAMNts ARE C.L.Y. 5-16-95
OMONAL PROPRIETARY; AND CONIiCOI'm DRAWING TITLE:
P.O. BOX 368 MATEMALS OF JACOBSEN MAUFACTURING ADDENDUM —INT. UNITS
PROK0 TO
SAFETY HARBOR, FLORIDA 34695 EaIm IN SCFX R�KSES kO W5T� RroP BE
PHONE (813) 726-1138 01 COIOI7E Ak NO SECRET TROY OTHM DRAWING NUMBER QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI- WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE RAIN UNIT (REFER TO SET-UP
DE1AH14
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS
REMOVED FROM ROOF IN ORIAAL CONDITION
(EXCEPT FOR STAPLE HOLES).
STEEL STRIP MAY BE CONTNUOUS OR PIECED.
2. SHNGLES N THE DORMER AREA OF THE MAIN UNIT MAY
BE SWPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SNINGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
30 GA. GALV STEEL STRIP
INSTALLED OVER RATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERDNETER RAL
OR ROM BEAR
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
RAY BE OVERLAPPED 2 1@L.)
W/STAPLES AS SHONR.
INSTIL. ROOF CAP PER SET-
UP RAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 CA. CALV. STEEL STRIP
SECURED MATH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 - O.C. RAIL SPACING (TYP.)
G1STf9 ��F
Q No.
ENE8703571
Fs ��i9q�
3/8' X 5' LAG SCREWS
11
'(ZONES 2 k 3)
STAGGERED
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E'er" aw 1 5 m
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NOTICE: -11111 IDfi1NFHT: DATE: REV. LETTER:
a
JACOBSEN HOMES THESE SKOnCAIM AND DRAVINM Ark C.L.Y. 5-16-95
oraDNAI,PROPRIETARY.ANDCDHFMTIAL DRAWING TITLE:P.O. BOX 368 MATEAINS OF dACOM W MNACrANC ALT. RUOF ASSEMBLY
Nc 20 MAMU S ARE PRNM TO THESAFETY HARBORFLORIDA 34695 RECPOIT Fa SP[Cfl<PJFMS NO VM K DRAWING NUMBER: PHONE (813) 726-1138 Tarr ODFMDAL NO Nov ►ROM orsm QUADADD2
79