HomeMy WebLinkAboutSet Up Manuel AddendumSET-UP MANUAL ADDENDUM
RECEIVED
SEP 2 NZI
st.ffl��v
JA OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA �
(727) 726-1138 0011100
(',0e
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 from others.
REV-12/20
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= 7 600
1
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF 8.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=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 ROUND
/ DUCT SUPPLY OR RETURN
OOUNG
;SOVER
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 IMLL 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.
DAAA
m
' ,W 1 5 W
INC
JNOTICE DRANK BY: DATE
ACOBSEN HOMES REv LErrER:
n¢sE s�Eonutaxs AND oaAwNcs ARE C.L.Y. 5-30-95
■ CR RNA. PROPRIETARY. AND eaa> ,m DRAWING 11TIL-
P.O. Box 368 MATERIALS OF JACOBSEN IlA4XACWUa EXTERIOR A/C DUCT
„ SAFETY NE(81HARBOR, FLORIDA 26-11 34695 KCpo" rDR gEmc AM AM PROwo NMI
PHONE (81J) 726-1138 )VT COW MTK lap YOU n= O11fBE RS DRAWING NUMBER
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 CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCC!qTI"!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)
JACOBSEN HOMES
P.O. Box She
SAFETY HARBOR, FLORIDA 34695
PHONE (M) 726-1138
NOTIM
fl[SE SPEOMATI04 AND DRANNO ARE
SAL rROMI[TARY AND 151M INI ML
MATUMLS Of JAC08%K MANIFAMNO
NG SxH YAIEPOLS ARE PWAO 10 1NE
REmm fa Mne KNOBS NO MW Q
APPROVED BY
IN14INC,
Imewrws+c+uvw
CO�IR�MOY/Q►aMovrfi
C.L.Y. 1 9-28-95
W.H. VENT. •SYS. B
AD-AC-0100
3
ADDENDUM
MULTI --WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1 /2' MIN. 3/$' X 3 1 /2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45
ANGLE FROM VERTICAL. SEE. DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2- MIN. STEEL
3 4' GAP
STRAP 0 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW.
INSTALL WOOD SHIM AT ALL LAG
FOR GAPS W FLOOR SYSTEMS
NDS01 TO 1/2'. NCRFJI.SE LAG LENGTH 1' THROUGH FOR LAG SCREW NE e0
THROUGH TO KEEP OONNECTiON
AND FOR GAPS TO 3/4'. INCREASE E N
(ALL ZONES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
(ALL DF=RES)
30 CA. STRAP FASMO N/
MINIM Ii 213t OF FASMOtS REUID
WA WX
EXPOM
3/6' X 3 1/2' LAO MEN
MAX" SPAM
7/1i' X 1i Ok siNuM
UAXUAy SPAOM
we ZONE
EXNoM
0:13C x 1 1/'l NANS
7/1C X 1B G. S1APlES
'Cr
1Y Q.C.
21/4' OLC.
V
3
S
2
2
b'
17' O.C.
1 7le O.C.
b'
4
7
G'
le OC
2' OC
'C
4
7
3
3
b'
IC OC.
1 1/Z' O.C.
b'
3
NOTESi
ENCHO APPAPPROVAL'
DAP1A APPROVAL'
APPROVED BY
1. 1' OL PE>i1RAT10N 15 REGURED ON STAkn FOR ML M014" SI M.
L NOW WhIS 70 BE RPPM FROI SPF p VK OR BETTER.
Revised
May 24 , 2006
IN7ANC.
i3'x4'xGAP rodWLS&I
.; 23 r06
= oR PLrm YAY eE MM TF 1}TE;1 M EQUALS cM VMTH-4' X 4' Tel SZE I
John C. Eoo 9n, P E-.
3. IW MAX" SI E111" HIM
{( CC n 'mc
l`� G� r f.�f1 ,
fEOEMI 0WOf�CIU1lD HOME
[OMSiPUCf10M MO saIEr SiwrouiDi
4. SfE OM DETAILS FOR SEAM FLOORS FOR AIR KLIR NK
JACOBSEN HOMES
mu9cmuINTIM
lass"maim AK°
WWI BT:
M.T.
OAiL
05-22-06
RLY tFTTETt
P.O. aox ace
09M. PAL4Wkn PM C FUDIX&
a
uk7u& or 4AooasM "~=p""D
sic" YAlaw Am prowam III
ORAW16 'oAL
M/W FLOOR FASTENING
IV.
�r
SAFETY HARBOR, FLORIDA 3095
PHONE (813) 726-1138
He
RtMW NM sM FW00 NO PC [
an owm ax No 1aa no olma
ORAMIC T LWM
All-FA-0001
ELOOR JOIST (m)
FLOOR JOIST (Tr.)
MULTI -WIDE UNIT FLOOR FASTENING
OFFSET STRAPPING BETWEEN FLOOR SECTIONS
1 1/2" MAXIMUM OFFSET
(VIEWED FROM BOTTOM OF FLOOR)
/4q-, SM STRAP IMAtl.ED PER AD-FA-M
WE AW OW
AS JNSj ( 17 xLONG, FASW8
TO AST M1RH OIL (10) 0.131' x
2r HA4S, ATTACH STRAP TO THE
BOTTOM OF THIS BLOCIL
WJL SPACHO PER AO-FA-M
al
TOP OF JOIST //Fpo� JNST (TYP.)
HOOK W (TIP.)
2x BLOCK (SAI,E Siff AND ON
AS JDISo i 1t LOHG, FASiFRED
�_ _ _ - •- - �j TO JCST MTM iM (10) 0.13r x
I I 3' NAII& ATTACH ISM TO THE
BOTiOM OF 111S BLOCI.
SHfn STRAP MIALIED PER AD-FA-ODDI
ISOMETRIC ViEW
USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS
FROM ONE SECTION IS MISALIGNED WITH THE JOISTS
FROM THE OPPOSITE SECTION.
NOTES:
1. POM 70 AD-FA-Ml FOR 01HER SKMCATiONS
OFFSET LARGER THAN 1 1/2"
(VIEWED FROM BOTTOM OF FLOOR)
/-t-- SiM STRAP IMAM IS AD-FA-M
2112i(07H OF RAI BLOC( RUSH
TO BO= OF RR an Fmm
RDDR JOSS (i)P.} To im NTH 3+ Kw OR IiN (SfB x r k
MOOD SCIEMS TDEB. ATTACH STRAP
TO THE BOTTOM OF TIiS BLOCL
WX WACBiG PER AD-FA-W FA51f m E FOR DICH SlIx OF
7}E BLOCS p FOR TOTALl
TOP OF JOIST TOP OF JOIST
ROOK JOIST (TIP.) FtLOOR JNST (11P.)
P.E.
2dg*D1H OF BAT) HRHDC( FLUSH
_ = TO WIN OF FIR JNSI5 FASTEN
1D Jotsr M1TH MR 7) Q131' x
YMAUORMDL(3)j3x3'
MOOD SCREWS 10. ARAM STRAP
101IE BOTTOM OF THIS MC .
FASIi W 15 FOR FACT ME OF
THE BLOC( (12 FOR 1014
SIEEL STRAP IHSTAU D PER AD -FA-=
ISOMETRIC VIEW
WINDZONE III
EXPOSURE D
20 PSF ROOF
10 PSF D.L.
CALC. # 1 NOV 112019
No.
PE10505134
.0. r
9 : STAT5 OF ;'mow
OF •. Q�OIp13P. '
iJONAX.
�N///Ul/T 1111111 tU�\\\\�\ �
vyV'► « � V 1 c i l
I
JACOBSEN HUMES
W=SPECINOTICE:
RMInOMRMCRAWINOOSARE
OR=AT, PROPRIETARY, AND OONFIDENRAL
P.O. BOX 368
MATERL" OF JACDBSEN MANUFACTURING
SAFtTY11ARBOR,FLORIDA 348B5
W .BUORMAMULSAREPROMM70WE
REM-(OITFONSUM CPIMPOSEBANDMUSTBE
PHONE (813) 728.1 /38
1D:PT CONTIDENItALANDSEORETFRON OiNERS.
E
APPROVAL-1
'rr; J
CNOV 1 2019m
CL
C
Federal Man iced
huo
Home Constuction
And SSfdy S1A0ddTds
C. YOUNG t0 31-2dt9
INWM TITLE:
1�
OFFSET STRAPP1NS / FLOOR SECTIONS
IAMNG NUMBER•
AO-FA-0001.1
AD-FA-0001.1
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
xoTEs:
1. FASTENING REWIRED 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
APPROVED BY
owRevised
S j 06 May 24,2006
John C. Doeden, P.L,. URIC.
K2 EngirTAenng, Ina m-ml a NaMe
oom1 mim Mo wan sTm oam
JACOBSEN HOMES
1
�LPAL
m ma:.
PHONE 4
..9�. F:; '.W S .
6
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 'GA. GALV. STEEL STRIP --,r
SECURED 9NTii 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX. SPACING).
-LAG SCREW SET BACKS
FOR TRIPLE WIRES
FOR DOUBLE WIRES\
.2 L /47. 2
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS
AT A 45' ANGLE
STAGGERED —.
ROOF PERIKIER RAIL--'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE 14)
CROSS-SECTON
NDS01
(ALL ZONES)
(ALL EXPOSURES)
l! CENTER LINE OR MATING
ILINE OF TRIPLE HIDE UNITS
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAP10 AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MM. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WINO DEFLECTORS REMOVED FROM
ROOF IN MNAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
PLAN VI
-3/e X 5' LAG SCREWS .ELAGSCRIEW ET BACKS
(2 1/4' SMOOTH SHANK) FOR DOUBLE 1IDES
SEE CHART ON AD-FA-0001 FOR TRIPLE WIRES
FOR MAXIMUM SPACING
1 4' TO 3 4' GAP 01
FOR GAPS IN ROOF SYSTEMS J INSTALL WOOD SHIN AT ALL LAG
TO 1/20. INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4'. INCREASE THROUGH AND TO KEEP CONNECTION
LAG LENGTH 1 1/2' TIGHt (SEE NOTE 2)
CROSS-SECTION (W/GAEI C WA 91 01-- 91.07
NOTES:
L 2 t/r WL POCIRA110N 1110 MOW C NOW IS R✓:0! •EL FUR LC SLIM
2 WOW 99M W �R IPPiD I SPF P UK OR 8E71ER
I09 dl PLMM WAY K 1150 F 11HIMESS EQUALS 6AP 0144 X r' WX am
l SEE OM WALS FM COIF1EW ROOF WttiFJE Wt
4. 11#II t1STA M A LAG 517iE11 IN10 A RR M BEAK W-Oii1.L A 3/r > E"U
NOTE RrtO= THE FIRST RDGE BEML SECOND-OAL1. A 1/4' HOLE Tt=GH THE
RECflIQtO RIOCE KAN FOR TIE 11NiADED PORTICII OF LAG SCRElI h£SE RiWS ARE
MR 31V LM $MUM QL%
John CC Dooder', Pl-
K2. Eniowrelq, Inc
APPROVED BY
INRevi6ed
May 24.2006
4 INC.
FEDERAL MANUFACTURED HOME
CTI CONSTRUON AND 1217Y STANDARDS
JACOBSEN HOMES
NCRICWf:
s TRH""' A
=HA`' TAxT me oo.warwCM"
IUUM TO
M.T.
05-22-06
C
°� M/W ROOF FASTENING
,I
P.O. 90X Sae
TK
� aua wmws rurc MUM TO T![
W- 201 47MAL3 AIC
AM
°R'� " AD-FA-0020
sAf6mia+�(s aj FLORIDAa�
Iwr wi°IEnm �F o �
7
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (W t OVERLAP AT SEAM) CENTER OR MATING LINESECURED WITH 0 X 7/16" HEAD X 2' FULLY 7HREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB OWN END 2ONE)
I. I
1
I I
I� I �I
I�B X 7/16' HEAD X Y
RIDGE CAP __j I I FNOU MORELLY
THAN 2` 0�
( )
I
I
1 1 �
i I 1 B
ASPHALT IMPREGNATED 1 ( 1
SEALER STRIP BETWEEN RIBS 1 I 1
OR CLOSURE STRIP RUNNING U
ENTIRE LENGTH OF ROOF
1 I ® METAL ROOF PANELS STOP
APP.-Y FROM CENTER LINE
, I �
Ref: EX-13-0051 and 30 GA. rev S1E°- STRIP
AD-FA-0020 SE� OF ROOF (SE 1�)
NDS01 FINL, PENETRAnoN INTO DECKING
(ALL 20KS) (SEE CHART ON AD -FA-= MAX. SPACING)
(ALL )
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
STANDARD 7/16° O.S.B. (24/16 INDEX) ROOF SHEATHING
I. METAL PANELS ARE 29 GA. MIN. 5TU VM 9` O.C. RIBS. V Irl) -7 Sep 10,2008
L SCP,EIS HAVE A NEOPRENE WASHER FOR WEATHER PROORNG AND jftaDwsn, F'._ NIPINC.
ME
TO HELP AVOID OVER DRIVING. IF SCREI<Y IS OVER DRIVEN BII@, Inc, CONSTrnuMO AND SAFElY SUADARDS
AN01HER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREW)
JACOBSEN HOMES Px D.M.T.OW25-08
PA Box ass s W ' � AL ROOF RIDGE. CAP --
=HKams mToIm
SAFM KMMM mI (81s) FLOW"� ' r AD—FA-0021
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
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
APPROVAL:
PROVED BY
11HINC
ic
c'w uo sqm rwQA"
NOTIM DRAWN BY: DATE: RV. LETTER:
JACOBSEN HOMES THESE SPE011CATOS AND DRMAINa ARE C.L.Y. 1 6-5-95
CRONAL, PRCPRIETAK AND oauiorxnv DRAMANG ➢il *
P.O. BOX 368 w`� AM
SEX " WWAVRMC M/W ROOF SEALING
NG 9101 VA1E MS ARE PROM D M THE
SAFETY HARBOR. FLORIDA 34695 IMM M f0R SPEN310 PJMZ AID YRT K DRAWING NUINBM
PHONE (813) 726-1138 IVT CWMTK AID SECRET rRM DXK AD—FA-0025
0
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
I NOTES:
1, 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
JACOBSEN HOMES xx sKoricANroa"mw1a Am °NAm or. ' C.L.Y. DATE: 6-5-95 HL"LLVIM
HE
MMAL, P"RETAR7 AND Dua1DD111AL GRANNG 71U
P.O. BOX 368 °A1MALS °F JACOWN mAKFAtnraNc M/W ROOF SEALING
wG HT MATERIALS W PWONNO TO TN[ DRAPING NUMBER:
SAFETY HARBOR, FLORIOA 34695 ittsolt rat SacC:1t PW'0� A!0 Y75T IE
PHONE (813) 726-1138 PUT cowm1 L NO YCTZT mat ollmm AD—FA-0026
10
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. INST T .ATION-
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2 NSPECT THE METAL FIASHDIG N THE HEARTH AREA TO INSURE THAT IT HAS
80 INSTALLED (TINS FLASIM MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FTREPUCE AND THE HEARTH).
I LOCATE THE HEATH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOVANG
THESE STEPS
A. CAREMLY PLACE THE HEARTH EXTENSIOTF IN THE PROPER LOCATION N FRONT
OF THE FIREPLACE ASSEIINI Y.
B. SECURE THE HEARTH EXIFNSION TO THE FLOOR W/ 4 t8 x 2' WOOO SCREWS.
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WTH A NON-COMBUSTABLE CAWONG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
ILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA APPROVAL•
APPROVED BY
2 8 1995
INC
na�wrrv�c+uaoiot
coarn+a�a wo Wmts�a�
JACOBSEN HOMES NOTICD U^^^^ �•
SE sKmICAM" U0 DRAW= ARE C.L.Y. 6-16-95
Moll OfaGNAL. PROPWAR„ A4 CDNFl1X TK DRAMNG TIRE:
P.O. BOX 36e &" m&� �� 1 TO SNIP —LOOSE HEARTH
SAFETY
PHONE (8O1R3)FLOID'384695 M P mskosmm ORAMANG NUMBER AD—FP—OD01
11
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 2EV
0 00or NOR 25 2003
INC.
FEDERAL MANUFACTURED HOME
MTRUC110NAND SAFETY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
12
TRUSS SHEATHING
APPROVED BY
IN14
INC.
femMUL MANU6Acnm "WE
CONSTRUCTIONM ISAE1rTYSTMOM
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: _HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. //7 TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/11 MIN. AP" -- ---- -- — —_.._
APPLIED TO F
DIRECTLY ABC
(APPLICABLE
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18' X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/6' 1,1114. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2' 1 16 CA. MIN. STAPLES 1 1/4' O.C. AT PANEL. EOCES AND 3' D.C.
Al ALL FRAMING MEMBERS. (NO GLLIE REW00)
MARRIAGE WALL
3/6SHEATHING TO BE INSTALLED DN-SITE
APPROVAL:
K2 gn&eedna, I=
VANDZONE III
(110 MPH)
ALL EXPOSURES
APPROVAL_
APPROVED BY
MAY
k
IN PINC
f9 EA& MANUFItCTUREO HOME
�tiSTR1JCTiON Mq SAFETY STANDARDS
JACOBSEN HOMES THESE SPECIFICATIONS ANu DRAWINGS ARE DRAWN BY: OATS REV. LETTER:
R.R. 4-27-98
ORI61NA1. PROPRIETARY, AND W*WtNDAL ORAWIMG TITLE:
■ MATERIALS OF JACOBSEN MANWACTINIING
„ P.O. BOX 368 INC. SIfCX MATERIALS ARE PROVIDED TO THE TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 34695 RECF1ENr TOR WCM grr OSES A10 MIST K ORAWINC NUMBER:
PHONE (813) 726-1138 xEPT comnl wla AND SECRET rRDR DIVERS. AO-HR-0001
`13
HINGED ROOF DETAIL
R tMa Or VAn 10 W Roar RW
sic PWM M SEr-W MU 15
APPROx n In'.
LFT In= ROOF SECR01 Srs1E1 IMT Im
APARL IDLE lFTW P= WW 3r of
80 OF ROOF SECKK W AM IfU Whit
2 FW OF A SP= li IK AM PAL
HINGED ROOF IN SHIPPING POSMON
OR 2 K 6 SPr /! RID XW P03! 10P RAL.
xDi}�o:r.aoso�raR��Lr
llom safes
HINGED ROOF IN SET-UP POSITION
NDSOI REF. CALL. PG. C-RF- 223.0 - 223.6
NOTES: DIGNO APPROVAL DAM NMAL:
1. WAM RA® ROw ICU m IK RAISED Pam Si91Gm HKW APPROVED BY
IOIC Pam Km PO mcK Revised
b Jun 06,2006
John C. Moden, P.L. INC.
K2 Ena'fr1E wim, Inc FFMW wnwArnwo Now
CWSTR WfM AND SWM SIA11DARDS
JACOBSEN HOMES
P.a box 36a
am _ NE
my MD Gd.�1l
W1WW Dr � IGIiiAC11EMC
wu� °T` O.A.
' 06-02-06
A
mmg ju
HIN(�D ROOF DETAIL
Own SAFETY HARBOR, FLORnA 34695
W. sal NAmws JW MUM 10 s
—. — — MPM Ai0 M K
DMVW MUM
PE+or+E (W) 726-1I36
am m1mm M9 mu no olm
AD-HR-0002
1 -t
HINGED ROOF DETAIL
UNDERAWENT TO BE CLUED 3' WN.
ON B01H SECIIONS OF HINGE M.
FOR VAN0 ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AHD UNDERIAyUENT AHD
AND A MIN. 4 1/2' TM101H OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION,
(THIS IS TO BE DONE BEFORE RAISINC HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X B X Ir BLOCK BEHIND 2 X 6
OVERHANG FASCIA BOARDS AND SECURE MTN
3-18 X 3. WOOD SCREWS EACH SIDE OF GAP. APPROVED BY
04
Revised
. Nov 30,2006
INC.
1 •• rrQQ'' FEDERAL MANUFACTURED HOME
CONSTRUCTIOM AND SAFETY STANDARDS
�1y,6
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
VANOZONE 11
(110 MPH)
ALL EXPOS
NOTES: ENUM APPROVAL.• DAM APPROVAL
I. BRACE RASED ROOF SECTION N THE RM POSITION 8YOR SMINGING HINGED
KNG POSTS INTO POSIDOIL
! 1 smD
John C. P-.
KZ En d
NOTICE: MAIN Sr DATE: REY, tE11ER
JACOBSEN HOMES ma vtw"wa Aw DRAWM AM D.T. 10-02-06
ap P.QwMMU as Aces= MA�aFxRftc
HARBOR.
R. OR wt 9" W,� me rON= TO � HINGED ROOF DETAIL
RQF SAP1:T1f HARBOR, FLORIOA 34693 ua m Pot altcnc nwOW AM 11W [ DRATi1NG NtWBM. AD—HR-0003
PHONE (613) 726-1135 late concur AI me um mm nu
15
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE 12
CONTINUE 15f FELT TO ROOF PEAK —� OUNNDERLAWENI: SHINGLE
•• Y MIN. OVERLAP
'MIN. TAR AS OWN
�r .APPLIED ON SITE
r I :. SEE NOTE ::.::...::::: z
r1.............. s
r 3' MIN.
SEE DETAIL"
A�.�.
I'
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (1` X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO. PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15/ FELT IS NOT REWIRED N ANY AREA EXCEPT *IERE NOTED.
2 FASTENING OF 15j FELT IS NOT REWIRED. (FASTENERS APPLIED AW TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) • M
3. EXTEND 1HE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN, OVERLAP ONTO THE FIXED ROOF.
4. NMWED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-Ht-0001 (PATH SPECIFIC END PANEL L AYW71
AD-M-ODOZ AD-#R-0004 AND AD-HR-0004.
VANDZONE III
(110 MPH)
ALL EXPOSURES
PROVED BY
F-P 2 2
TPINC.
AL MANUFACTURED HOME
VION AND SAFETY STANMS
JAC O BS EN HOMES x=C& DAMN Br OATS REM LiI lE3t
„m rm AND DRUM AMM.T. 9-20-03
Min CNMAI_ PNPWmff, ADO cowWnK ORAWNG TILE SHINGLE MD UAMAWMT _
ARF FROY
P.O. BOX 360 WC SM11011" OF xDoe� W��
uc sR>f APPLICATION ON HINGED SECTION
wt>Eteus OFD 1a �
SAFETY HARBOR. FLORIDA 34695 1mBR FOR 9q= nW4M AO MUST t DRAWM NUMBER
PHONE (613) 725-1135 a" mscetw. millmm sm omm AD—HR-0005
16
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1 f 2" O.C. kX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7116" X 1 1 f 2" X 16 GA.
STAPLES INTO EACH 16' O.C. RAFTER AND
3 1 /2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
�i
i
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
NOS01
NOTES:
I. SEE AD-HR-0007 FOR NSTALLATON OF UNDEMAYMENT AND SNINGL S.
CRC-167.01 - 167.02
-AV04'--
Jahn 0. uoodonl, P.E.
.9Z Earring, Ir1c
�m
ALL WINDZONES
ALL
20 PSEXPOFROOFSURES
10 PSF D.L
APPROVED BY
Revised
Jun 09,2006
INC.
FEolRa PlAmo muo Flow
c:ms uaw" 1Ro Way U&MISR"
JACOBSEN HOMES
P:0 BOX 36a
SAFETY HARM, FLORIDA 3469S
F%Ot1E (727) 726-1138
NOTICE
n[sc srtasxnRo,s uo owo„es A+re
CocmN. MWZIART. AFC UWV!A lM
w1� Or �AC,
W- 9,011,,,,O M P,,,, O 1011E
11cme ra stoic Ftew AND K41 K
Q wo
lVr COWKWI 3RW FlKM onom
�� BY.
O.A.
""
06-06-06
R[Y,tEna1:
A
DRAB 11m.
PEAK INSTALLATION DETAILS
DRAWN rM M . AD-HR-0006
17
SHINGLE/UNDERLAYMENT INSTALLATION
SIZE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
TOP COUR5F(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LAZIER OF 151 FELT
10 ROOF NTH A 6' MIN. WDTH OF
TO ROOF NTH A 6' MIN. NDTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EIDSTNG
ROOF DECK AND/OR EASTING
FELT AS SHOWN.
FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
I NOTES:
PrINC.
AUG d 1 20
UFACRW HOME
NANDSAf£TY 6TAEtfl "
NOTICE DRAM BY: DAZE: REM. lffTER
JACOBSEN HOMES DiM VE MAMM NO 0MCNIM AK M.T. 7-28-04
G%MNL PROPWETART, NO OWMTIAL DRATIG TITLE:
m
P.O. Sax 368 UATETMALS OF JACISK►I MA"ACTW SHWGLE/UKXRLAYMENT INSTALLATION
W- S1LN YATEiMLS ARE t TO W
SAFETY HARBOR, FLORIOA 34685 KCRIAT RR SPECIM FIRP M APO MIST BE DRA9�IG NUMBER:
PHONE (727) 726-1138 1vt P�6 mak •o xc»T mu "m AO—HR-0007
18
0
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAWNG
t# W W/ STAPLE OR NAIL
BANONG STRAP 'ih'RAPPED' ARAM PIPE AND FASTENED TO FLOOR FRAWNG.
IDE OF NOT LESS THAN 1/4' PER FOOT MT BE MANTANED TOWARD THE
OUTLET. i'diERE VS GRADE CAN NOT BE ACHIEVED, NOT LESS VAN 1/8-
'OOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT TIf UPPER END.
,, VIEW OF DRAIN PIPBIG
NOTES;
1, PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
DAM APPROVAL•
•,11;� is
"N INC.
NOTICE DRAWN ST. CAIE REV. LETTER:
ER.
HOMES 4f5E5PEfl1UlWAND DRAWN=AM. R.R. 7-17-97
CMAIL /Ra' lAw. AM 000ULASK DRAARIG TIAG
�, P.O. 8OX 368 MAXIMS a ,MBS OEx YWa•ACRIRIC o
M- A
W_ SM XiAXFR" Ark PRC%C a X0 TICPLUMING SUPPORT
SAFM HARBOR, FLORIDA 34695 Itr~ MR W= nn►M NO rust a DRAXING IAArd
PHOHf (613) 726-1138 an cemm m oo IM7 nett am AO—PL-0001
I
19
NOTES:
OPEN PORCH RAILING(S)
IT IS THE RESPONSIBILITY OF THE SET—UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
MW 1s
INC.
JACO BSEN HOMES Tag un No om"Nm ARE DRAW �` M,T, °"'E 3-30-05 V. `E �
OlONAL, FRQPRE W AND COf10FAO& ORA111NG nn.E
P.O. BOX 368 YATMALS OFJACOM YA IWACBRM
29 Nc wa MATMALS ARE PROMOM M lK OPEN PORCH RARING(s)
SAFETY HARBOR, FLORIDA 34695 R opm FOR SIT= ptW= NO MI BE DRAWING;
PHONE (727) 726-1138 WT COiiWM NO XW � ors AD-PO-0001
20
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 1 VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 j� SEE AD-PR-7008
SHIP THIS SEC. LOOSE--
--- — — — — — —(SITE INSTALLED) — — — — — — c
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY -I
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI -NL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF 'ITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES: DAM APPROVAL'
APPROVED BY
0 N Revised
Oct 25,2007
II VC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
oRAwo ARE
JACOBSEN HOMES ANO'`ICF. DRABN BY: GATE: 'REV. LETTER:
TIESE sPEm-cAma ND O.A. 10-24-07
OR mm, PROPRIETARY, AND OONFIDENnk DRAWING TITIE:
❑,� P.O. BOX 368 HATMAS OF JACOM MANUFAC11M ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR, FLORIDA 34695 Qi MTT FOR 910 "WAM VMTHE
BE DRAWING NUMBER:
® PHONE (727) 726-1138 IIEPT CpD10 nk M SECRET nM ORIM AD-PR-7001
21
ROOF- TO ROOF ATTACHMENT
SECURE STE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
WITH 7/16- X 1 1/2- X 16 GA, STAPLES DEMG SECURED WITH 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' O.C. L1AX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOJIPI
11' MIN. STE INSTALLED DECKING 0WRLAP
FACTORY INSTALLED ROOF DECKING ' STE INSTALLED RAFTER TO
1 IL RAFTER SOW TORT INSTA :ED
SEE NOTE /2 1
BE RIDGE BEAMS 18' MIN.
EE NOTE j4) k ( DECKING YN
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
• NCf'TES:
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
2-110 X 4 1/2' SCREWS AT EACH RAFTER ETA. SITE
INSTALLED PITCHED RAFTER TO AL)GN LATH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAW 1 1/4' PENETRATION MIN.)
Z. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
#10 X 4 1/2' SCREWS 9- O.C. MAX SPACING.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
C-FS3 - 88.01
ISEE AD—FA-0020 FOR GAP TREATMENT BElVJEEN SECTIONS. John C. V6t)i.o11. P.C.
JACOBSEN HOMES
P.O. Box 368
SAFTTY HARBOR. FLORMA 34695
PHONE (727) 726-1138
K2 Enginwr". Inc.
NO=& DRAW Nt:
TWM S'EaFr 105 AND CRAM= AAA
ertaw< PAQRTAA9. Am CowwolYA ORA
UAIDRALt OF AMUSEM NA!"ACMAf•6'.
MC Slot ulaw S AK FROM TO K
eon ROW Ftt YEOC ROMB A" mW a DRAWL WhIBER
t7nAerw w traE1 nul Ova
n1FlozaNE' ■
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
DAM APPROVAL:
APPROVED BY
Jun 09,2006
INC.
FIRM" "Alma0eue Mow
CONSTRUCTIDM AM fKETY STAMpAMD!
A. DATE: 06-02-06 terTat
TO ROOF ATTA04MEN7 A
AD—PR-7002
22
RAFTER TOP CHORD
END ZONE RAFTERZOVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLDOKER
W O.C. MAX. BETWEEN OUILOOKERS
oc t,...
2 X 6 OVERHANG FASCIA
THIS TRUSS NSTALI D ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19•
00
MqX 48-
00
..
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 13 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.
MAXIMUM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTMER --� END ZONE ASSEMBLY '*— 2 X 6 OVERHANG FASCIA
WIAIL (5) 7/16' X 2 1/2' X 15 GA. NOTE:
STAPLES OR MIN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) WROOWS m BE SECtKD TO EACH
(TYPICAL AT ALL CENTER BRACES) 01 T of THE DOUBLE TaFrssEs LocATm
1HE EHDZONE PER FASiEHEIt CHART.
SINGLE MSS ONLY
RM'D GUMDE OF
3 FT. AREA
SS MAY BE
FL t ON irm SIDE
k NDSOI
1. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE
SECTION TO BE DOLIM-ED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED fO BE
FASTENED PER AD-PR-7002.
TYP.
OUTLOOKER FASTENING:
FASTENERS-
GUAI m..
PDKEIRATm
.131 PD NAIL
5
1 1/Y'
15 GA• STAPlF
B
1'
118 SCREW
2
1' (om Tip)
OUILOM FASTD0S MAY BE IMAM VANDZONE 111
FROM TOP CHORD OD1DI E PEME 11ON ALL EXPOSURES
5 MAW. (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
ice- -, v%log*�
John C. Doeden, RL.
jC2 Enginiao-.ing; lnc.
APPROVED BY
Feb 05,2008
INC.
FEDERAL. MANUFACNRED HOME
CONSTRUMON AND SAFETY STANDARDS
JACOBSEN HOMES
P.O. Box 368
SAFEOIRFLORIDA8695
3
NOTiC@
TWX SPECfICA1LL7N5 AND DRAWKS AK
ate. PROPra� ax me
WANK" So A CIA S AK
� suol NATE�Ls A�tE PRDNOED TD THE
T am n
WTMDMm
DRATM BY:
O.A.
DATE
1-29-08•
RfY, tEt1ER
.
DRAWING ZLE:
END ZONE RARER OVERHANG ASSEMBLY
/
DRAWDNABEPHE()7AD—PR-7003
23
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
— j TRIPLE WIDE CENTER SECTION P EAK _
SITE INSTALLED DECKING ON PITC►iED NO BLOCKING REQUIRED
TRUSS SECTION & REMAINDER OF AT CONTINUOUS PANEL
BOTH ROWS OF SH OUTSIDE AT NQ FULLAT
BETWEEN TRUSSES
-SEE OTHER DETAILS TO SECURE MARRIAGE LINE
INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANOR INSTALLED DECKING TO HERE
P,
I
5
1AiNDZONE lU
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES; trfjM= frrxvrAU upm IVrnuv&;
1. 1/6' MAXIMUM GAP AND 1/16- MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 Revised
SPAN RATED) DECKING (EQUAL OR BETTER). ,Joh C. l:J�a�", �= Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 AiNC.
SAME DECKING PATTERN. FEDERAL AMUFAMMED NOTE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 CONSTRUMONAND SA MSTANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
JACOBSEN HOMES nrm VWrA1n No DR�cs,� ��' Or
O.A. DATE-10-24-07 �' �'
6020L. PRWFX Y no DRAVNC T111E:
P.O. BOX 3w W S" eu1 AM Or 4ACMSDI � ON SITE PITCHED ROOF DECKING INST.
SAFETY HAR60R. FLOMDA W95 DRAiiNm6 NUSR>Dt.
m
PHONE (727) 726-1138 WT ooifK me em fftm Dun AD—PR-7004
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TIP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TIP. ROOF INSULATION
CEILING PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES: -
SITE INSTALLED CENTER
SECTION OF ROOF
APPROVED BY
Revised
Oct 25,2007
00oINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE:
TNESE SKCM.06 NO MWINGS
DRAM! BY:
O.A.
DATE:
10-24-07
REY, LETTER:
WHAT, PIiOMETARY, AND ODNFWVl
YATFMTS OF JACOBSEN MANUFACTUReEC
DRAYANG TITLE-
PITCHED ROOF VENTS
n
HE
P.O. BOX 368
AM PROVED TO
weoe M„�SAFETY
SITE INSTALLED
I�-1\al
HARBOR, FLORIDA 34695
PHONE (727) 726-T138
RECF+ENT FOR SP= PURPOSM W MUST TE
KEPT CONPMIK AM SEC ET FROM OTHM
DRAVANG NUMBER.
AD-PR-7005
25
ROOF VENTING
/ MARRIAGE WALLS
TN. 100 SO. It Cvloun FOR
i . f VIIIAUAT101 OF ROOF SECTION
d_ (SEE 0101 FOR R DJMMENTS)
d_
100 SQ. IN CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
l-T
d4l!
(1607 x SECTION LENGTIt
O)TOUT "US.,
0 TO 15-6'
1
15-6, 10 31'-3'
2
31'- T 10 46 -
3
46'-rD' 10 6 -6•
4
62'-6 TO -0
5
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
1
i
=i
I MARRIAGE WALLS
o l LOW VENT LOW VENT
i
' I =d 050 SQ. Is, VENTS FAUIRED
�I 9 HIGH VENT IN SITE INST IIED TRUSS . SECTION
--------.. --_- - -.d-
I \- CENTER LINE OF CENTER SECTION
Inn a am 1Er.SDt
NDM rat
LOa tm
to 31•-Jr
"K
Ilya
31- ID W -
1
ow-
e- 72
1 1x sot
rr w Sa-
3
2 Ew sot
I
4^P 4-J
I d�� TTP, SO S0. ML ROOT VENTS (-,I
LOW VENT (SEE CHART FOR REOIAREMENTS) LOW VENT
I l MARRIAGE WALLS
I
I SITE INSTALLED CENTER SECTION OF ROOF.
2
W
Ix" APPROVAL -
A PROVED BY
FJUN 10 20
INC.
LM"MUFACTURED HOME
ETYSTA)UMS
JACOHSEN HOMES No4S AM �+m �: DATE REV. LETTER
oa�;Ati�la ,� oRA A� � R.R. DI - 22 - 04
CPSOWL PRWK IT. AND G 1oFN DRAUM TITLE:
P.O. sox 368 UA s cr MANsAcr ROOF VENTING
SUETYHARBOR.FLtT OA 3a645 = 2" 1A 15 ARE T 10 IK
Kum FOR 9't= Kom Iv uw ff DRARM R:
PHA (727) 726-1138 l aq No 9a1 nw ov AD-PR-7006
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT CA('
(OR SOLAR
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
\ SITE INSTALLED CENTER
/
SECTION OF ROOF
�— EXTEND ftEX DUCT 3" ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORT INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE Y ABOVE SHEATH 14G
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CCTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
.'XHAUST DUCT SPLIT
1ND FASTENED TO ROOF
)ECKING OR BACKER
VITH MIN., 4— 8D NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
-SHEET METAL
SCREW
.EX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
I. 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 SQUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE-
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED CLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
mTE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
DAM APPROVAL:
APP OVED BYttee,,uu p�
JUty � VJ �T"
INC.
FEDERAL. ANUFACTURED HOME
rnN-,TRU 'TKJN AND SAFETY STANOARDS
JACOBSEN HOMES NOTICE: DRAWN BY: DAIS REV. LETIER:
,►eEsc SPEorTCATIONS A* ORAUN S ,� R.R. O1-23-04
arum. FRWKIART, NO CasmE U& DRAWING TITLE:
FlAl"�® MATFJMLS Of JACOBSEN MAKFACMMi -
P.O. Box 358 W- 9JCM MMAXWLS AWE FROVIDED To THE PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 3{695 R[CBEAI fOR SPEOIX RWIFO'JLS AID NMI HE DRAWING NUUBER:
PHONE (727) 726-I138 IRPT owmE uq no SECKI rear OHM AD—PR-7007
27
SITE INSTALLED SHINGLE AND UNDERLAYMENT
15/ FELT TO HAVE A 6' MIN. OVERLAP
AND A MIN. 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENOLAP SEAMS.
I
i; i 1 r r r i r __j
FW NSTAUED 150 FELT MN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYAW INTH A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
151 FELT ALSO CEMENTED NTH A 6' WDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
I FOLD IHSTAU.ED R49F' SHEATHING (i1'P.)
1
I
( 6' WDTH OF ROOF CEMENT WHEN
( OPTIONAL 151 FELT IS INStAUED.
IN
OPRONAL LAYER OF 15( FELT
t
--I
�LI
ONE-PIECE SHINGLE '
UNOf%AYMENT
ROOF WAR" (TIP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO RAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHNUE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMEIIT OVER
LAP OF 6' MINIMUM.
1/2' l/z'
TO TO
3' 3'
h
h
FASTENING DEMj, WTNOZONE ILL
(110 MPH)
ALL EXPOSURES
.MOTES: tMiltK ArMVAL' UARA ArMWAL
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REWIRED 1N ANY AREA APPROVED BY
EXCEPT WHERE NOTED.
Revised
2. FASTENING OF OPTIONAL 15# FELT IS NOT REWIRED. (FASTENERS APPUED Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTMED.) n. �n. INC.
f 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS Eil9itiE::f<<�g, ITtO. EDERALCTIONFACILNtED YST
NSTRllKANI AND SAFETY STANDARDS
ONLY ViEN SPECIFIC APPUCATIONS ARE NOT COVERED.
JACO BS EN HOMES
No�c>±
Tiffs STt{StS Am DRAFT ARE
DRAIN BY.
O.A.
oAT�
10-24-07
REV.uETTE
P.O. EiOX 3FiS
00TNAI,. FWWARt AM WFUNUM.
NA XS OF JACOW
DRA1f£ TITLE:
n
= Sm NATO S ARE D FD TN$
SIT; STSTA11iD SHINGLE ANT) I AlAY 1T
j`
SAFETY 95
3) F726
Fall SUM
MAt G HUMOR
+�
PH " ( -p 138
0 �
AD-PR-7008
28
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
a/
/
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
AW X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF,
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA 1MTH 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. VATH 80770M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH 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).
,iijlK I m
INC.
FEDE
ALMANUFACi{fRED HOME
CON
RUCIlON AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
WSC SKa>IcAT06 AND DR"'NCS ARE
DRA41N BY.
M.T.
OAIE
02-04-04
I LETTER:
MRAWNG Tine
CRONAL PWWIMY, MID Car1p Uq
P.O. Box 366
„
YAWRL S CIF JhCOOSDI V~ACA1104
SULN YAIERWTS AK PRVOW 10 M
TYR FLASHING INSTALLATION
—
DRAWNG NUMBER
AD-PR-7009
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RFDPOIT FIR SPCOIC ROPM AND WAY K
PVI CDOVEWIA1 AIO SECICT FRo" OT#M
29
ADDENDUM
GENERAL NOTES / TIE-DOjV` TS
NOTES:
L FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-COWNIS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. lk!Cl ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE($), A STABILIZER PLATE MUST 6E :NSTAi �D
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 BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY 6E INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE 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 EOUIPMENT D POSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
B. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDE:WALI HEIGHT OF 8'-0• (82' I -BEAM
SPACING IS ACCEPTABLE FOR 16 WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM Al THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 k41) 16.
10. FRAME TIE -DORMS SHALL BE 'WRAPPED' AROUND THE WAIN I -BEAM (AS SHOWN ON TIP. CRM-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL. LOADING AND ANGLE OF ANCHOR INSTALLATION k@ TYPE OF SOIL IN
*a PE 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 SIMNG FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTTER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDIO" 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 REOUNRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCK4;G P,EQUEEMENTS. ALL BLDCK:VG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES:
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
EXONEER``kliJWV I
OARA APPROVAL
ROVED BY A,
a
•'
_ E N E8703571
.� i 5 �5
Pig; • /�6�(QQ(q1����`�;
'ii
INC
(rp A .........
lSl°02�SEN iOM�S NOTICE: °-4/1111i
1KSE SPECKATIONS -0 DRAUNlS An
MONAL. PROPRKTARY. AND
Mih4L [DR
P.O. Box 368
SAFETY NATE]�ALS JACOBSEN MAi.41FACTLQLNC
SATY HARBOR, FLORIDA 346S5 WC S)CH MAIPRERIkS ARE WED 10 THE
PHONE (813) 726-1138 �pTTCCOWIDEK gM F� OKK
C.L.Y. I "': 5-19-95 I RE"
TD-GENERAL NOTES A
AD-TD-0001
30
ADDENDUM
NORMAL TIE-DOIYN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
MIN.
WIND ZONE 11
WwND ZONE III
V
�`
V
FLOOR
W1D1H
NX OTY.
EA END Cf
EA SECTION
ANCHOR
ANGLE
WIN. D
MIN. OTY.
fA ENO CF
EA SECTION
MCHOR
ANGLE
Y.N. 9
O�
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-B'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACINGGL04
DEL HELD
ANCHOR AHaF
SPACING
DBL. HEAD
ANCHORANCHOR ANGLE
FLOOR
WIIDTN
EAVE
OVERHANG
20'-0'
12'
8'-0'
31501
40'-50'
C-8'
3150n
40'-50'
24'-0'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
25'-4'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE 11
WIND ZONE III
MIN. Y.O
ANCHOR
Y.N. Y.O
ANCHORANGLE
t j
FLOOR
VA0TH
D
EA END (F
EA. D
EJ� SECTION
R.
YIN. 8
SEC O
FA SECTION
MIN. B
I.
20'-0"
2
50'
2
68'
24'-0'
2
70'
3
50'
25'-4'
3
45'
3
1 60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
sPAaNG
DEL. HEAD
LOAD
ANCHOR ANa�
SPACiNC
DBL_ HEAD
LOAD
ARCO ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5'-4'
31501
40'-45'
4'-0'
31501
40'-50'
12'
5-4'
31501
40'-50'
4'-0'
3150#
40'-50'
25'-4'
12'
5 4
3150#
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
54
31501
40'-50' ,%%%
IIII11, '-0'
31501
40'-50'
OTES:
ENGINEER` O �.
•'
DAPIA APPROVAL1.
SEE AD-TD-DOOI FOR ADDITIONAL REQUIREMENTS.�`
�•''e`` No.
APPROVED BYE
2. SEE AD-ID-0011 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE_
- ENE8
=j
1 5
;moo • ��� �`�
INC.
JACOBSEN HOMES
NOTICE:
TNESE SPEOnCATIONS AND DRAAINGS ARE
)BRAN 8 ••
C.L.Y.
DATE:
1 5-30-95
REV. LETTER:
IN-C
P.O, BOX 368
CAGNAL, PROMEIARY, AND MNnDENTIAL
MATERIALS OF JACDeSEN UANLTACTURING
�\
DRAWING TITLE:n
NORM. SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REwapett rcR gErnc RFC no MusT BE
Wart CaNFWTUL 00 SLOV FROM Onexs
//
DRAWING NUMBER: AD-TD-0010
31
ADDENDUM
5st�,11i
ALTERNATE TIE -DOWN SPACING TABLES v O
ZONE II & III/III. C k4wL
LONGITUDINAL TIE -DOWN SPACING TABLE
Mk
WIND ZONE I
ww ZONE II
FLOOR
WL an
Be ff
mm
ANgE
a (M.
EL 00
Alert
WEOi E
Ek S
� sent
a HI
EA s
HA1L HI
23'-4'
2
54'
3
40'
�O
24'4
2
54'
3
4T
25'4
2
60'
3
44'
31-s'
3
m
3
48
364
3
47'
1 4
41'
(SEE NOTE %4 FOR ANCHOR ANGLES)
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAIL
WIND ZONE 11
WNJD ZONE II
s
BEL NEAo
tmu
A OR "�°�
�"
1H. HEAD
LOAD
" Alm
FLOOR
WDTH
EAVE
OVERHANG
IN 4'
12'
5'-4'
31501
40=45'
51-40
31501
35'-C
24'-f
12"
5'-4'
3150E
40'-45'
54
3150 j
35-40'
25-40
12'
54
3150E
40'-45'
V_r
3150E
W-W
26'-8'
12'
T 4'
3150E
9-45'
S-4'
3150E
35'-40'
30'-8'
12'
5-4'
3150E
1 40=45'
5'4
3150E
35-40'
(SEE NOTE E4 FOR ANCHOR ANGLES)
`4� N C. Dor -%,
r' �'` G E NSF
•��
Na 45484
Q � Q
.+TL,RZ REF. CALL.
0 Q 1pP� ��o�` C-TD-215.01-215.20
S••.....•• o
�N01/ONA�
1�?�°°
NOTES:
Dow mvpoft
DW AFFMO :
T. SM 0-TO-000I Fat ADMIONAL REGHMENDM
APPROVED BY
2. SEE AD-TD-OOH1.1 FOR YA10 m PER IBC M iiE4U O FOR IIE LOADS
TABLRAM AH901E.
Jtm 16,2009
7NAINC.
36 T-Dow DMM ON M PAGE MRICA E TO DO181E VODES OILY.
4. No MOO ANGLE SM (t THE CHART AW CANNOT BE ACHEVFD,
FeoeaK r��►rnr�oxo.e
coMSTaucrnM quo su n sruiwnns
INSTALLED AN APPROVED STAELM PLAIE
JACOBSEN HOMES
,mom► pm
mvm
m.T
" 06-04-09
oRAttnc7�,�
ALTERNATE SPACING TABLES
COMO
Pia HiOX 36e
QVINg. ROPA W N wo CpFmE111rLL
MAIM ; of �ooL """'FA°"'A10
—
OW sAMTY HARBOR FU3=68 A 34M
PHOIE 6,13) 726-1136
X SM U41BUS AK MOM TO THE
NF ml Fm gm Kwm 0 m E
WT colve M1 n MET Vm 06 m
DRAW MAIMR
AD—TD-0010.1
32
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
®�
77 7/ /;1
if
10NG1TU01NAl FRAIE
PILTts
TIE-DOMNS TIE-DOMMS
24'
TIE -DO" SPACING TE-DO1Ni SPACING
TIE-DOMN SPACING
L__j
TIE-DOMM SPAM
TIE-DOMN SPACNG
24'
MAX PLR AD -TO -ODIC TABLE PER AD-TD-0010 TA9E PER AD-ID-0010 TABLE PER AD-TD-0010 TABLE PER AD-TD-0010 TABLE MAX
FIGURE 1.0
SEE FIGURE 20 FOR ALTERNATE TIE—DOIN MMOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS sn� �• �T'u
CIMAS95
SEE NOTE 5 FOR
MAWN HM
ANQlOR ANGIL ANCNOR ANGLE L—
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE =! DOIIN YE A
NOTES:
ENGINEERAC QOC-,O .,�
�D
OAW&B Iv
1. SEE AD-TD-0010 FOR SPACING TABLES,
No. �� '•
2, SEE AD-TD-0010 FOR QUARTY OF LONGITUDIAL ME-DOMN STRAPS REQUIRED.
3. SEE OTHER DETALS FOR BLOQONG
Q
_ ENIE8703571 �.
?• _ �
(PIER) QUANTITY AND OTHER RELX MAENTS.
INC,
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
-
5. ZONE 2/EXPOSURE V: 60' MAXIMUM HOW
ZONE 2/0P=RE V. 44' MAXIMUM HEIGHT
� � � s TFT
T�
� 'p ' �j/ g�9_2P. • • ��
wit` ••
�MosArfrns�ttDrq
ZONE 3/DPOSURE V: 40' MAXIMUM HEIGHT
ZONE 3/EXAOSURE V- 36' MAXIMUM HEIGHT
'ii %j% p AC ; •' �����
Af' •' • • ••
REF. CALCS:
JACOBSEN HOMES
NOT;CL`
T1tESE SKCFIGATMS AND wNcs ARE
DRA
NINta11
C.L.Y.
DATE.REV
3 -27-95
LETTER:
DRAINING TITLE:
FIGURES 1.0 AND 1.1
F P.O. BOX 368
WGINA1, FROFIEETIVtY. AND COWMTtAL
MATORLALS OF rACOWN MANUFAClLFMG
mp SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-1138
HC. SXH MATERWS ARE PROkM TO TFE
�tT rOR WE= PUFF NO MST BE
WT C91imuk AND s: o TROY onus
DRAYANG NUMBER
AD-TD-0011
33
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
I
FIGURE 1.0
V.
MCHOR Awaf (sm MOTE is) AwMM MCU (SEE KK P)
FIGURE 1.1
1MM BASH ON 95 IX -WAS Cf 9M MID 96' M SiDI WW)
1. SEE AD-M-0040.1 FOR SPONG TARLM
2. SEE AD-TD-010.1 FOR QUANITY OF LONGRIR? L TIE-00M STRAPS fii;f3tM.
I SEE 011 M t gPJLS FDR E KING' (PV) QLlkTnTY AW,D DTI"- P.MWRE► OM
4. SEE AD-TD-0001 FM ADt MONAL REQUIREMENM
5, ZONE 2 ftOWRE V: 67' MAXSUL1 NE CK
ZX 3/ES2'tLiURE'C': 56' KAMMUM NF1fnfT
6. 1YfM4 ANCFW ANGLE SHDN ON AD-ID-O010.1 CANNOT 6E ACffiM,
INSTALL AN APPROWD STA,tRL[AER PLATE.
JACOS COMES xo
. FftONMMY. ft CMFM7L41
P.D. Sax 368 HA"-WgS OF ikODM NAMllFACP.}i G
= SM MAMAS ME MAMM To W
SAP EW MMOR, FLORIDA M695 qwllaT FM ffm pmmm km da a
PHONE (813) 726-1 f 36 1 OT MRWAL W MXT F
g�ppBBBeBES�F/®ge
44 �r 44/
a
®a®6,p&;I
SEPWE5RR
WJ�AlY HF]9fT
APPROVED BY
ONO
rrl7= 16,'2009
EEDERAT ff UHOW
Co" TRUCTION Ai10 St6L TYSTA mms
F. CAMS:
C-TD- 215.01 - 215.20
M.T, I
_._ 06--04-09
fca'naNc TfTL&z FI0i1RES 1.0 AND 1.1
W'AFANG Mffit AD—TD—O011.1
34
ADDENDUM
�T���s
NORMAL TIE —DOWN SPACING TABLES S�'�' �l �5
ZONE II & III/EXP. C & D v z
LONGITUDINAL TIE —DOWN SPACING TABLE
(�1
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIN. OTY.
ANCHOR
UK OTY.
ANCHOR
v
WIDTH
EA END OF
ANGLE
EA. 00 OF
ANGLE
O
EA s<cncN
MIN. a
EA SECTION
MIN. e
12'-0"
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
01L HEAD
LOAD
ANCHOR ANGLE
SPAONG
DU HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
SAVE
OVERHANG
12'-0'
6'
8'-0"
31501
40'-50'
6'-8'
3150#
40'-50'
6'
8'-0.
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
FLOOR
UK OTf.
ANCHOR
UK OTT.
ANCHOR
WIDTH
EA. END OF
ANGLE
EA. END OF
ANGLE
�S
o v
EA. SECTION
MIN. 0
EA. SECTION
UK 0
12'-0"
2
64'
3
47'
12'-0'
3
37'
4
33'
t
13'-4'
3
42'
3
1 55'
13'-4'
4
30'
4
1 38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
VAX.
WIND ZONE 11
WIND ZONE III
SPAONG
DSHEAD
LOAD
ANCHOR ANGLE
SPAONG
DEL HEAD
LOAD
ANDiOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6"
5-4'
31501
40'-45'
4'-0'
31501
40'-50'
6'
5-4"
3150E
40'-50'
4'-0'
31501
40'-50'
NOTES
ENQ;EER� ` DO IAA��'''''
DAPIA APPROVAL.'
I. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS
�.` �\`•`' �$T ,
APPROVED BYE+
2. SEE AD-TD-0013 FOR 11AMULU PIER HEIGHTS REOUIRED FOR THE LOADS000or
TABULATED ABOVE.
ENE8703571 —
IN t 5
N 14
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
* '
I N C
4. ABOVE TABLES APPLY TO 160" FLOOR OR 144' FLOOR "DIMS MAIN 95 1/2'
�: STAT'' F @
� � (� AL �
mNxAk WnuuTuaDwE
sTtiao�uos+Amswan0o
I -BEAM SPACING, 96' MAXIMUM 90EWALL HETCHi AND 6• MAXIMUM SIDE
OVERHANG OVEiHAHC MAX EACH SIDE OF UNIT).
C
' �kO1R�. • ' ��4 ;.�
(6-
JACOBSEN HOMES
NOTICE: �AIIII 1I
nesE SPECIflCU.TMS AND DRAMMM AW
AA
Ii11t �'AIS:
C.L.Y.CLY
5-30-95
REV. LETTER.
P.O. BOX 368
m
CRONAL PROPKIARY, AND CCMFIDENTLAL
MATERIALS OF JACOSSEN MANIFACTII LNG
W_ SUDI MATIMALS ARE PRONOM To THE
n
DRAWING TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
oa
1E0Fat V.07C Hl' M AND MJS1 BE
/H,
DRAWING NUMBER:
PHONE (813) 726-1138
IvT ca w"k No %am TROu OTMM
AD—TD-0012
35
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FIGURE 2.0 FOR ALTERNATE flE—DO" K=D
mu ME
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE M—DOIIN MOD
NOTES:
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES.
2. SEE AD-TD-OD12 FOR oUANITY OF LONGITUDIAL TIE-DOYM STRAPS REOURED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUAN71TY AND OTHER REOURE►1ENT5.
4. SEE AD-TD-0001 FOR ADDITIONAL REOUFaENTS.
5. ZONE 2/ENPOSURE 'C': 30' YAXFAUY HEIGHT
ZONE 2/EXPOSURE V: 48' YAXWif HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 60' MAXIMUM HEIGHT
SEE MOLE 5 FOR
MAX110 HELM
.6NSTE9FO�y
� No. o .
ENE8703571 ;
' ' $TAT, OF 04
DAPIA
APPROVED BY
,JAN h i
INC
ffu�^
=wftcl >«"wrn a%Qm
JAC O BS E N HOMES
NO710Ek '%i "AuN
T1-SE
111RAYlN �r
C.L.Y.
DATE
5-19-95
REV. LETTER
P.O. BOX 368
smanCATMS AMMA4Weq"ll
aaGNAL PROPRIETARY, AM CafWTK
MATUS OF xeoesE,l MAHIIFAC=M
M
,t��''
DRAWMIG TITLE:
FIGURES 1.2 AND 1.3
n
„ SAFETY HARBOR, FLORIDA 34695
LNG WCH MATE MS ARE PRmw TO THE
IM BE
H
DRAMNG NUMBER:
PHONE (813) 726-1138
cwPEOPEW wnx �KAXW sou �
AD-TD-0013
36
E
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES:
I. SEE AD M-0010 FOR SPACING TABLES ` �: �ti No.
2 SCE AC-TD-0010 FOR QUANTTY OF LONCITUOIAL TIE-DOWd STRAPS REQUIRED. x :. ENC8703571
3. SEE OTHER DETAILS FOR BLOCI9NG (PIER) QUANTITY AND OTHER REQUIREMENTS = �•
4. SEE AD-M-0001 FOR ADDITIONAL REQUIRETIDITS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
%,SODA; At����.�`.
AIOTICE. I DRAWN BY:
THESE SPEOMAnDNS AND DRAMINGS ARE
OREONAL. PROMIARY. AND CCNnOIN EAL,
MATERIALS OF JACOBSEN U"FACTURMG
LNG SO01 YA7- MS APE PRONDED TO THE
REOPCNT FOR SPEWC RPP'M NO LOST BE
PUT COFEDEMTLk ADO FOtET n= DTHtRS
DRAWNG
APPROVED BY
� 1 5
INC.
kGFN( r.w,fACTU!®ND1E
C0611[C7Ck NO SNETTSDIOM[>{
DATE: REV. LETTER:
C.L.Y. 5-19-95
FIGURE 2.0 A
R AD-TD-0014
37
ADDENDUM
ALTERNATE TIE -DOB SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE NEW OF MAIN FiAM.-
K-DOTVN STRAP
SEE OTHER DET/U°S
FOR TIE-DOM STRAP
SPEWCATIONS.
APPROVED ANCHOR N'c'.DED TO
MAIN 1-BEAM (SEE OTHER DETAS
SEE AD-TD-0200 FOR FOR WELDW) TO BE ►CSUJJ.Es',
RADIUS CUP DETAILS AT EH". FACTORY.
(REQUIRED THIS LOCATION). (MIN. 31501 Tr7100 IDESCN) LOAD
A.43 47251 ULTIMATE LOAD,)
o GROUND ANCHOR
SEE OTHER DETALS FOR Sim
ANGLE AND OTHER INSTALLATION NOTES
FIGURE 2.1
SOLID HEADER (CRDSSMEMBER) FR�TT VIEW5(fiE%M
x 3/4' (= 1/2') • 4USi 6E LOCATED
CUT W70 KAM 18THN 5' OF CAT
FOR STRAP ATTACFUDIT. CHASM ��
LIAIN
(FACTORT CUT)
F SEE AD-7J-02DO FOR j SEE AD-M-C200 FOR
RADIUS CUP MAILS I RADIUS CLIP DETAILS
(REQURED THIS LOCATION) I THIS LO-.ATiON),
I SAIAX •
TIE-DOTIH STRAP
SEE OTHER CrTAILS
SIDE V.EW FOR TIE-DOM STRAP
SPEMATIQtii
GROUND ANC -,OR'
SEE OTHER DETAILS FOR SITE,
RAGE AND OVER II-STALLATTON NC-S.
FIG URE 2.2
NOTES:
EER LQMVAL. I. y
DAP.A A'PROVN.:
_
_ NCJ'71^.f1�
1. SEE AD-TO-OC10 FOR SPAC14G TABLES
2. SET AD-TO-0010 FOR OL'ANITY OF LONQTUD1AL TIE-DOM STRAPS R[aJ:RsD.
.p :STAr+_!- ..., ,
3. SEE OTHER DETAILS FOR BLOCXINO (PER) OUANTITY AND MIER REOU;REMEHTS
� . ' �'�t
4. SEE AD-TD-0001 FOR ADDITANAL REOUIRE►1ENTS.
-
:::P
�•,,AfIIIIIII►1'„
-
.
pj;o" BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY 01IM
NOT1Ce CRAWW BY. OAiH . REV. LETTER.
JACOBSEN HOMES T� SKUXA`.ONS AN3 CRAX%Z ME C.L.Y. 6-13-55
QW-NAL PAL-MARY. AMD CCAFiVTIA• CRAMTNG 11
>♦� P.O. aox 36s WAMMS a JACDBZH YAMIACTMI- FlGURES 2.1 of 2.2
N- SMCH HOOKS AA[ MMH= TO THE
tSAFETY HARBOR. TLORIDA 34625 awai Tart QG71C P"m AID MAY SE DRAMS. NUMBER:
" LPHONE (813) 726-1138 an ro InolTa AIJ MIXT I1taY 011u AD —TO - 0015
D
A
1
J
38
LONGITUDINAL STRAP ATTACHMENT
11
MICA
AM CLAMP, MANUFACURED BY
I ENONEERINC, PART 159011
,___ _....._FACTURER'S INSTRUCTIONS 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 BY
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' WIDE polo
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL 20'
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. INC.
FEDE ALMANUFACTIIRED HOh?E
CON7 RLIGTIONANDSAFEfYSTANOARDS
NOTICE: DRAWN BY: DATE: REV, LETTER:
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE M-T. 6-12-0I
. ORIGINAL, PROPRIETARY, MD CMDEHTIAL DRAWING TITLE: _
�®
P.O. BOX J6B" MATERIALS OF JACOBSEN MANUFACTURING LONGITUDINAL STRAP ATTACHMENT INC SUCH MAMMALS ARC PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 REORIENT FOR YWIC PURPOSES AND MUSE BE DRAINING NUMBER:
PHONE (727) 726-1138 W1 CONFIDENTIAL AND SECRET FAOu OTHERS. - - AD- Tp-0D16
39
ADDENDUM
OFFSET
UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE U1
FLOOR
YIN. OTY.
ANCHOR
UK oTY.
Mon
WIDTH
EA END OF
Aw
EA END OF
AW E
�t
^ O v
EA SECTION
UK 0
EA SECTION
Uk 0
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'— I"
3
38'
3
50'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WAND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPADNc
oei�
ANaRDR ANGLE
SPACING
L'�
ANDIOR A1IfiF
10'-07
12"
4'-0'
4D'-50'
4'-0"
31501
40'-50'
12'-0'
12'
4'-0'
3DO01
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WINO ZONE II
WIND ZONE III
FLOOR
ua• OTY.
mom
UK QTY.
ANOIOR
WIDTH
EA. END
ANGLE
EA. END OF
LE
�UKl"
O
�
EA gcTRTNI N
UK
FA SECTION
K
uut 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
MIN.
MAX.
WIND ZONE II
WAND ZONE III
FLOOR
WIDTH
FIVE
OVERHANG
saADNc
D aAD
AHcHDR ANGLE
sa'AaNc
D��
ANCHOR ANGLE
10'-0"
12"
4'-0'
31501
40'-50'
2'-8"
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4"
12'
70'
3065Q
40'-50
2'-8-
30001
40'-50'
pN TES: A
VAOM`D BY
1. OFFSET SECTION %17H THE MARRIAGE LIVE WALL EXTEND= BEYOND THE ENDWa OF '*1ST
':'Q�' f�
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE ;• • C� �1
WITH THE TABLES ABOV1;: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T .h'... -
BE TIED DOWN
SEP 0 9 1
W ACCORDANCE WITH THE NORMAL SPACWC TABLES (AD-TD-DO10). ; * y
2. SEE AD-TD-DD01 FOR ADDITIONAL REQUIREMENTS.
INC.
3. SEE AD-M-0021 FOR MA10MUM PIER HMI REQUIRED FOR THE LOADS TABULATED ����` '•!�9�j(g6r.'' `�� FED
ABOVE. :l'
RAL MANUFACTURED HOME
:.las COI
ISIRUCTION AND SAFETY STAND
JACOBSEN HOMES
NOTICE 'UJEI,
TNESE sPt:oncAlbNs AND 1tAl'tlIGS E
D ARE
i !+�
R.R.
DATE
8-27-96
REV. LETTER
BOX 368
m
ORIONAL PROPKIART, AND COra10E11TIAL
UATOULS or JACOBSEII MANJTACTURWICOFFSET
9c. AIMMA1ERULS ARCPRW ED TO 1N[SAFETY
[3
DRAWING TITLE:P.O. SPACING TABLES
HARBOR• FLORIDA 34695
PHONE (813) 726-1138
IIEd'Qd rOt SKCnC PJft= AIO Must K
wl cwwnk me i"T 1Rou ownAD—TO-0020
DRAXINC NUYDER
16
ADS.
40
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
7
IC
0.0
�mom
m
ACING FIE -DOWN SPACING„
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN MMOD
TYP. CROSS SECTION(S)
SNOWING TIEDOWNS
SEE NOTE 5 FOR
MAXLMUM HEIGHT [.
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE M--DOWN MMOD
[TABLES ON AD-M-M KM APPLY
M THESE STANDAFD IMh-WIDE SECTIONS
ff THE UNIT -SEE NOTE I. AD-TD-M]
TYP. FLOOR SYSTEN=
ANCHOR ANGLE
TYP.
ANCHOR ANGLE
FIGURE 3.2
t l+eQj, ALTERNATE TIE -DOWN MMOD
NOTES: .��� ���•' •\STE•'w� ,,�y� —
1. SEE AD-TD-oa20 FOR SPACING TABLES (OFFSET SECTION ONLY). ): �k.G IVo.RFo•!L APPROVED BYE
2. SEE AD-TD-D020 FOR OUANITY OF LONGTUDIAL TIE -DOWN STRAPS REOUIREO. ENE8703571 •: _
(OFTSET SECTION ONLY) ��W
3. SEE OTHER DETAI S FOR BLOCa NG (PIER) QUANTITY AND OTHER REQUIREMENTS. _7NI'f I
dM t`
4. SEE AD-TD-000i FOR ADDITIONAL REQUIREMENTS. i :•• A� •' .� INC,
5, ZONE 2/EXPOSURE 'C': 44: MAXIMUM HEIGHT �i� 0�'• / �� ut®
ZONE 2/EVOSURE '0': 24MAXIMUM HEIGHT (32" 0 24' WIDE MIN.)ZONE �ii ��• •. •••.••
ZONE 3//WOSURE 'D- 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) ''��s!ONAL
JACOBSEN HOMES
NOT!Cly
THEM SPECKATIONS AND DRANINGS ARE
DRAYIN BY:
C.L.Y.
DATE
5-11-95
REV. LETTER
ORIGINAL PROPRIETARY. AND C014FTDE M
MERIALS ATOF JACOBSM NANUFACTURING
DRAYYTNG TITLE:
FIG. 3.0' 3.1
n
;Q
P.O. BOX 368
THE
& 3.2
SAFEFLORIDA 95
W, SUCH NAWMS ARE PRONDED TO
FI4� WS
DRAINING NUMBER:
'/-�`
(B 3)
NSEMT ER
AD—TD-0021
41
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOH, SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-GOhV SPACINGS
r
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES
.E$ ...°`f•, t�Oz
°AAA APPaovAE
I. SEE AD-TD-0020 FOR SPAL'Y� TABLES (OFTSET SEC7ION ONLY).
��:'�G\STFq ,,
4' No. o •.
APPROVED BY
2 SIM (cTa° Lot»OIlAN1TY a pT1101 LONAt nTR E-Do�STRAPS a£ouam.
NE8703571
1 5
3. SEE OTHER DETAILS FOR HLOOr.4C (PIER) WANTITY MID OTHER REWREL@rTS
REWIREYENTS
INC
4. SEE AD-1D-0001 FOR AOD111U:A1
/ , 9 @
�•
nzwr..�Kwrm�aa
JACOBSEN HOMES
TWSE =PEA V0
er. C.L.Y.
°A 5-11-95
REV. LET1Et:
P.O. 90X 369
DRAVAHM AK
01 WAL PMVWMY AM IIXW "m w
YATOMS a 49=S 11 t/AMJFACV"C
/�
DRATANc DU
FIG. 4.
„
SAFETY HA.?c:3. FLORIDA 34695
WG sm MAXUS AM rev/= 10 THE
1XaPVR fat H (CM PAKI0 NO IIAI K
/-,
�T�NG H jmMt
PHONE (313) 726-1138
JVT cfiPwrAI APO Nor no amn
AD-M-0022
42
ADDENDUM
I E-DOWN SPACING TABLES
ALTERNATEUNIT
& D �
II &III/EXP. C
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
1YIND ZONE Ill
MIN, OTY.
ANCHOR
UK OTY.
ANCHOR
{�
FLOOR
EA OF
ANGLE
EA. END OF
ANGLE
H1DTH
SEC EA SECTION
MIN. 0
EA SECTION
MIN. B
P0'_0'
2
36'
2
45"
24'-0"
2
46'
2
60'
25-4"
2
50'
1 2
67'
54
2
55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE 11
WIND ZONE III
SPACING
� HEAD
ANCHOR ANGLE
SPACINGlOAD
DBL HEAD
ANQ10R ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
20'-0'
12"
4'-0'
36701
20'
4'-0'
3900# 20'
24'-0*
12'
4'-0'
37001
20'
4'-0'
3950# 20'
25-4'
12"
6'-8'
400DI
1 15'
4'-0'
39501 22'
26'-8'
12'
6'-8"
39501
28'
4'-0'
3950# 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
n
MIN
WIND ZONE II
HIND ZONE III
v
FLOOR
MIN. OTY.
EA. END
ANNOR
UK OTY.
EA END
ANWOR
ANGLE
HIDTH
FA. SECTION
DIL
MDt. A
O
FA SECTION
MIN. 0
p0�
20'-0'
2
50'
N/A N/A
24'-0'
2
70'
N/A N/A
25'-4'
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.
WEND ZONE 11
WIND ZONE III
SPACING
- HEAD
ANCHOR ANGLE
SPAD4G
[IBL HEAD
LOAD
ANOt.E
FLOOR
��
1HDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
254
12"
4'-0l
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0�
40DOJ
21"
N/A
N/A
N/A
NOTES:
ENGINkE'4
fl • l RAL p��
DAPIA APPROVAL'
•� . GAS tq
1. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS
;� I <c0
0.
2. SEE AO-TD-0031 FOR MA)OMUM PIER HEI:iT REWIRED FOR THE LOADS TABULATED
.' E1�E8703571
ABOVE'
+-
3. 20 WDE5 -82' MAXTANM I -BEAM SPACING ONLY.
• r
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-ID-0031).
624( `� ��
��/." �C' .�
—
_..._..... ....
JACOBSEN HOMES
2i077CTs "tttt
TNEsE sman(Aros AND DRA"NZ
T9Rl�
C.L.Y.
DATE
6-13-95
REY. LETTER:
DRAWIRG TITTL
ALT. SPACING TABLES
t
COONAL PROPMETARY. AND COlGWAQ.
UATMALS OF JACO85EN YMWACTtiSC
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
iNc SUCH WATERI S ARE PRONOfD TO THE
taOP[NT FOR SPE= PYPM RD tam a
ORARTNG NUUBER:
AD-TO-0030
PHONE.(813) 726-1138
rVT carom AND sEcw tabu onm
43
400°�
ALTERNATE
TYPICAL CROSS SECTION
SHOWWG TIEDOWNS
ADDENDUM
TIE -DOWN
SYSTEM(S)
FIGURE 5.0
SHE FIGURE 1.1 FOR RECOMMENDED MI DOiN IEMOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MA*W HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHIN USING TO TIE -DOWN COFFIGURATIOR AST U CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR mH A DFS1t':N'HAD (EORI@TC IDAD) RATDTC OF
QDO POUNDS AND AN ULMLATE LOAD RAMC OF 6,0DO POUNDS RUST BE USED. AN EQumlhT ANCHOR MMI 1HE ABOYH SP�ff7CA1T01'S MADE BY
ANOna MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABO
ALL WIND ZONES AND IN BOTH EXPOSURE V AN
1. SEE AD-TD-OD01 FOR ADDITIONAL P.EOUIREMENTS
INSTALLING THE FRAME TIE -DOWN STRAPS AT TH
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUA147ITY AND OTHER REOUIREMENIS
HEIGHT OFF THE GROUND IS GREATLY REDUCED.
3. FOR FIGURE 5.0 SEE ALTERNATE T;E-DOWN SPACING TABLES AD-TD-0030 •
RECOMMENDED METHODS FOR INSTALLING FRAME
4. ZONE 2/EXPOSURE 'C': 31C MAX:11'JM HEIGHT
'0':
EN(3NEER pEPVlL'.)c .;�
y �t".
OAP,
ZONE 2/EXPOSURE 27" MAWLIM HEIGHT
'C':
'N' �1.
U T
ZONE 3/EXPOSURE 30- MAX:I.FJU HEIGHT
'D':
. �\S EyF
ZONE 3/EXPOSURE THIS APP'JCATION IS NOT APPUCABLE.
, ' •i.�, N0.
JACOBSEN HOMES
a P.O. EOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
Et
4,
NOTICE � 'ORAWH BY: DATE
TNEsE sPECInCAnONS AND DRARlNGS ARE C.L.Y.
maNAI. PROPA7ETART. AND CMIDOITm OR�NUMBEMR:
UATMAIS OF JACOBSEN 1IWACAMC
W- SUCH UATTRLA15 ARE PRVHm TO THE
RLCPQ111 TOR SPECM FIFPOM AM KW BE DR
PUT %k AM SEG4ET 1Roa ollErLS.
ARE ACCEPTABLE FOR USE IN
EXPOSURE V, HOWEVER; BY
'OUTBOARD' I -BEAM THE MAX
E OTHER DETAILS FOR THE
6-13-95 REV. LETTER:
FIG. 5.0
,D-TD-0031
44
LE
ADDENDUM
�1G�R�S
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
FLOOR
WIDTH
MIN. OTY.
EA END OF
EA SECnOH
ANCHOR
ANGLE
YIN. 9
YIN. CITY.
EA: END
EA. SECiICICN
ANCHOR
ANGLE
MIN, g
U
O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
J�
vl�
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
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
SAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
40001
20`-30'
25'-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
4'-O'
40001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WiND ZONE II
WIND ZONE IIi
FLOOR
YIN. OTT.
ANCHOR
VOL QTY.
MDR
WIDTH
E.A. END OF
ANGLE
EA. END OF
ANGLE
EA SECTION
MIN. a
EA. SECTION
YIN. e
�O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
254 1
2
66'
3
48'
26'-8' 1
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-O'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
40001
20'-30'
25-4'
12'
4'-0'
40001
2•5'-30'
S-2'
40001
1S -30'
26'-8'
12
4'-0'
4000/
25'-30'
S-2'
4000j
25'-30'
NOTES:
ENGNEER AffillO U1111111111
DAMA APPROVAL•
i. OFFSET SECTION MIN MARRIAGE
C• •Da" '';
PPROVED BY
THE LINE WALL EXTENDING BEYOND THE ENDWALL OF
THE ADJACENT SECTION MUST BE TIED DOYN THE
��o'
.�G�STEq�, '•��ji �'�
AT MARRIAGE UNE IN ACCORDANCE
WITH THE TABLES ABOVE THE STDEWALL SiDE AND THE ADJACENT SECTION(S) ARE TO
��;
Q' (`0. O
JUN 1 4
BE TIED DOWN IN ACCORDANCE MTH THE ALL SPAONG TABLES (AD-TD-0030).
— E r� i
IN A
INC
2. SEE AD-W-0001 FOR ADDITIONAL REQUIREMENTS
z:
ST�.T� : •�
r1�i ...=: u�tnlwF
Coll,� `mnwcvcp
3. SEE AD-iD-0033 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
ABOVE
:��`` • /�`/,
�Av�'�,���`
JACOBSEN HOMES
TNESE SKCIMT.WS um MA.u�'cs'''W
•�11`"��`` C.L.Y.
DAT>~ 5-30-95
REV. LETTER
DRAWING TITLE'Uk"AC ALT. SPACING TABLES
P.O. BOX 368
CrOGNAL. PROPRIETARY. AND CONTIMKK
MAiUdAIS OF 44085E.N1 7UONG
Opp SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
Y1G SLICH MATERIALS ARE PRONGED To THE
REMM FOR WOO RING 00 lust K
IVT CWMFAL AO SECRET nu odors.
DRAWING NUMBER:
AD-TD-0032
45
rON � H0 S� �� 1:
5 , ,w ADDENDUM
wt. 4�
�`?�E. Ac5R3
oR ALTERNATE TIE —DOWN SYSTEM
000�
TYP. CROSS SECTION(S)
SHOWING DEDOWNS
FIGURE 6.0
SEE FIGURE 31 FOR RECOMMIJNDED TIE-DOM METHOD
SEE HOLE 5 FOR
WIC" "a
(TAKES ON AD-ID-G03: uCl1TiI AFPlT
m mm STMOM ULD-ILE Yc106
OF THE UMT -91 ROTE 1.10-TD-0031)
TIP. ROOK SYSRM7 TYP.
ANm N w moo ANOE
FIGURE 6.1
SEE FIGURE 12 TOR RECOMINLNDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TO TIE -DOILY CONFIGURATION A MIE CREST PRODUCTS YODEL 57SH (TYPE 2)). AUGER ANCHOR TRH A DFSIGX IDAD (TON,FO1lG IDAD) RATING OF
4,000 POUNDS AND AN ULTDLATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVILANT ANCHOR MEETING TIEE ABOVE SPEC�LCATIO a MADE BT
ANOTHER MANUFACI M MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ADM ARE ACCEPTABLE FOR USE N
1. SEE AD-TD-0001 FOR ADMONAL REQUIREMENTS. ALL It= ZONES AND N BOTH E*OSL ¢ 'C' AND EXPOSURE V, HOWEVER. BY
INSTALLNG THE FRAIkE TIE -DOWN 57RAPS AT THE 'OUTBOARD' 1-BEAM THE MAIL
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUIREMENTS. HEIGHT OFF THE GROUND 6 GREATLY REDUCED. SEE OTHER DETJULS FOR THE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-00201 RECOMMENDED MEDIODS FOR INSTALLING FRAME TE-DOWNS.
4 (ALSOSO SEES AD-TD-DD2200 ANDMAL nAD-m-OO21)�NG TABLES (AD-1D-0010). ENGINEER C.
D�� DAAA APPROVAL
5. ZONE 2/E1P091RE'C': 32' MAXIMUM 11ENGiNi T''• OF -so
i, PPROVED BY
ZONE 2/EXPOSURE '0': 24' MAXIMUM FRIGHT y
ZONE 3ZONE /EXPOSURE 'D% 28- MAMU WORT ,OSURE'C'- 24- MAXIMUM HEIGHT�' Q� N0 F� .l�1 1 5 1S9b
E870IN-• AINC
JACOBSEN HOMES `' °H" DALE REV. LETTER
NOT]CF- �,
THESE 5P Cr"TKM AND DRATMGS AM" III IIIII� C.L.Y. 5-30-95
DaONAL, PROPMETMtl; AND NXkY1pESItUI ORAWWG 1111L
„ MATETEALS OF ACMIN MAWACWMC
P.O. BOX 368 ►_ M WAIENWS IRE PROWO TO SHE FIG. 6.0 & 6.1
S
SAFETY HARBOR FLORIDA 34695 KMW TCR SPECFC PJ6NO Yb3 K DRAWING NUMBER:
PHONE (813) 726-1138 07 ca OSTS MPA uO SEOV IROY orrm AD—M-0033
46
ADDENDUM
�COg
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EIP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
W,ND ZONE II
WIND ZONE III
FLOOR
WIN. OTY.
ANCHOR
UK OTY.
ANCHOR
WIDTH
EA. ENO OF
ANGLE
EA. END OF
ANGLE
\v\
EA. SECTION
WN. 0
EA SECDON
MIN. 0
12'-0'
2
43'
2
55'
4O
r�1
2
50,
2
68'
1
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
1 6'
1 5-4'
38501
25'
1 54
39601
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR MR. OTY. ANCHOR YIN. OTX ANCHOR
WIDTH EA. END OF ANGLE EA. END OF ANGLE
EA SECTION UK 0 E.A. SECTION MR. 0
12'-0' 2 64' 3 41'
12'-0' 3 37' 4 33,
13'4 3 42' 1 3 55'
13'-4' 4 30' 4 38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEL NEAR
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
6'
4'-0
39501
25'
2'-8'
39301
20'
1-4'
6'
4'-0'
39601
25'
2'-8'
40001
30'
THIS ALTERNATE APPLICATION REQUIRES,,,,4A,000 POUND ANCHORS
NOTES:
ENG1N`w•PRcloL ..OF �ii'
-
DAPIA APPROVAL
I. SEE AD-TD-0D01 FOR ADDITIONAL REOLI MENTs
��•-OG\STEjyi... �i'�';
APPROVED BY
2. SEE AD-7D-DO36 FOR WAX" PIER HEIGHTS REOIARED FOR THE LOADS
TABULATED ABOVE
•.
- ENc3703571
- -
-4
5
3. MAX EAVE OVER HW REFERS TO OVERHANG AT SIDEINALL NOT FRONT OR REAR.7N
-
-%�Q'•.
fl(Nc
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS MATH 95 1/2'
I -BEAM SPACING, 96' MA70MUM SIDEWALL HEIGHT AND 6' MAIM" SIDE
•, 1
/ t7 9 •��'
' �
r+tt wVv�cru®�
49aMosvtl,4>aw+n
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNITS
JACOBSEN HOMES
N n'& 'Ft%
Dt sE sPEaa1CAm s AND DNuMNCS ARE
��M :.
C.L.Y.
DATE
1 5-30-95
REV. LETTER
DRAWNG BILL*ALT. SPACING TABLES
„ P.O. BOX 368
AND UFACTIRNGWMTLAL
anONA-TERIA OF
YAIERIALS OF JAC065Dt YAHLiACTl1tNC
lloilks AK pup
A
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
XCMTT FcR !KcrlC r w 5T BE
IVT CDIdTVLTNTIAL A10 100 (Rau OTMM
DRAWING NUMBER
AD-TD-0040
47
��p,�pRS
�poo�
gVq1� ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
AMU Mal
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMEND® TIE-DOId METHOD
IMPORTANT NOTICE:
SEE NOW 1 FOR
MAXMUM HDGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TIER USING THIS TIE -DOWN CONMURITfON A MU CREST PRODUCTS YODEL 57SH (TYPE 2� 1UCER ANCHOR In I DESIGN LOAD (VOWiG WAD) RATM OF
4,000 POUNDS AND AN ULMIATE WAD RATING OF 0.000 POUNDS MUST BE USED. AN EQUIVILANT ANCHOR MEETING THE ABOVE SPLC1MATIOHS MADE BY
ANOTHER YANUFICNRER MAY BE USED IN LIEU OE THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOOONC (PIER) OUANIITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035).
4. ZONE 2/EXPOSURE 'C: 38' MAXIMUM HEIGHT
ZONE 2/EVOSURE 'D` 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V. 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 28' MAXIMUM HEIGHT
S. SEE AD-ID-0035 FOR ADDITIONAL NOTES
JACOBSEN HOMES
" P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH E1tP041RE V AND EXPOSURE V. HOKVK BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I- -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY ROM. SEE OTHER DETA11.S FOR THE
RECOMMENDED METHODS FOR ut sT& NG FRAME T1E-win
918
]O?%STE"
4 No. Fo•.2
AENEaf4
N0710E '1111111
tii �e7°
-
r4K SPE011CATIOMS ANo mAvom Am
C.L.Y
CRICIRAL PROfKTMT. AIO fAKnDITMI
DRAY" TITLE.
MAITRMALS OF .IAcoessal WWIFACHJWIO
NG SUCH MAKRIAS ARC PRDWO TO I
ACO W FCR SEC= PU160'SCS AO I'M ME
ORAWMIG NUMBER:
OOIiO IK AM 2CACT IROM OTWM
APPROVED BY
I 1"�
N A o�
LN5
G
5-30-95
FIG. 7.0 A
AO-M-0041
48
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL '8'
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 3150j
Y MINIMUM (DESIGN LOAD)
DETAIL I
L
-BEAM
LL DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
�cw
DETAIL `C'
THIS TYPE. OF PROTECTION MAY BE USED FOR
\PROT, q,3S�� //�;ONGITUDINAL TIE CONNECTIONS ALSO.
NOTES: 1t♦CtIJE58' APt dA' C RF •. < DAPtA APPROVAL
Q �0' ° ' 1. SHOWN A80vE IS ONLY ONE METHOD OF STRAP ATTACHMENT APPROVED BY
z` 910334
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED. . = -
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '• STATE OF :
0
WHERE THE ANCHORING SYSTEM REQUIRES THE USE Q ' / Q;.•' �' : i y
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
f a*M AIANLIFACLURED HOME
CoWr;LICTMAim
N I
NE D AND AA R D OMERS NOV 24 1998
NOTICE DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPECInCATIONS AND DRAWNCS ARE M.T. 11-18-98
a
OPoORA_ PRD-KTARY, AND COKFmTVI. DRAWING TITLE:
P.O. BOX 358 UATUCALS OF JACOBSEN WANUFACTURNO MISC. TIE —DOWN
SAFETY HARBOR, FLORIDA 34695 INC. SUCK WAT00A1S ARE PROVM TO THE
RCCPENT FOR S°ECOC K POSi.'S MO MI BE DRAWING NUMBER:
PHONE (813) 726-1138 KLPT CQSDENIK AND SECRET TRW OTL£RS. AD-TD-0050
a
4w
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D �� 4
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
U. OTY.
EA. END OF
EA. SECTION
AN043R
ma
UK
UK an
EA Da O
rT
tA. SECTION
ANOIOR
K LE
ImH. e
30'-8'
3
40
3
25
�O
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SP'1q
DS fE*
LOAD
A40" ME
SPACING
DL"
mom ANGLE
30'-8'
6'
6'-9'
31501
41-46
5'-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE 0
WIND ZONE 01
O
FLOOR
WIDTH
►K CITY.
Ell EEG OF
EA. SECTION
ANCHOR
A
1NL 9
TnK CITY
EA. EEC OF
CA. SECTION
WIER
ANGLE
UKB
9-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE 10
FLOOR
WIDTH
EAVE
OVERHANG
SPACNG
m N'iD
LOAD
Mm
SPAONG
DBL. HEAD
LOAD
LOAD
ANaHaR ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
31501
49-52
VANDZONE RI
(I 10 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. G 4/4
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMMTS.
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
EN0. .. �Y�r� .
�•�``G`NOFRFO
910334 =
eee
aAPu NIRtL ApPRov O
APPROVED 8Y
o0or
!STATE OF :4 =
Cam•' ,••`
INC.
naMLwuuAnuKcwc ' C.
JACOBSEN HOMES
P.O. BOX 368ERIJILS
SAFETY HARBOR, FLORIDA 34695
a PHONE (727) 726-1138
NOTLY
TEsE SKWICAWISSIC AM08kwM ARE
CR*Ng- PROMIARY. ANO OOrFIOENDAL
MATERIALS OF KCCBSrX UAMINACTURwC
►C ENT WAIKCM ARE rTlowo[o 10 tf(
RLCot[NT f02 SFEr71C AAtAOgS AIO WS'1 K
art comoEHtut Pro mma rRoa oMRi
AtM BY: M.T.
GATE 2-8-99
REV. LETTEt
DRAINMC TITLE:
NORM. SPACING TABLES
1)EHAKING NUUBER:
AD-TO-0070
EA
50
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVADON
SHOWING TIE -DOWN SPACINGS
MAL mK Au-iu-unv UCIL M AD-ID_wv IAIAL PU Ap-ID-Ov10 IMIL PER AU-W-OUIO TA91E PER AD-11-00 TABIF - HkX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET ANQI(R INN
6 '" LTROII
OF F (T,I
FIGURE 10.0
SEE FIGURE 2.0 FOR ALWATE ME -DOWN IMOD
1'luvl%L'r 1V.1
SEE FIGURE 50 FOR ALTERNATE W-DDR( UEif10D
1. SEE AD-ID-0070 FOR SPACM TABLES. = : �QNO. �'•.
Z. SEE AD-ID-0070 FOR OUANITY OF LON97MAL TIE -DOWN STRAPS REOURED, 910334
3. SEE OTHER DETAILS FOR BLOQ(M (PER) QUANTITY AND OTHER REOUREMENTS. r •� : �O`° • * c
4. SEE FULL ADD(NDUM FOR ADDITIONAL REOUREMQ4T5. STATE CF : �lauc;
5. ZONE 2JEXPOSURE V. 56' MA MUM HEIGHT *� 9 ••'• ZQ`; C`
ZONE z/E�05URE V- 40' YA>DMUM HEIGHT '%�NDIP;.. •' Nam:
ZONE 3AWMIRE V: W MA>QYUM HEIGHT F �'/n fA `• �i i�
ZONE 3/EIPOSLIRE V. 46' MAAMUM HEIQiT
JACOBSEN HOMES
Twm vmr;W ZDR4mmc
Owcwu. PROKOETARl. AND CONFEENUAL
lnw
P.O. BOX 368
MA�0� OF JACOBSEN MANUFACU RM
WST
1
SAFETY HARBOR. FLORIDA 34695
�T FOR TEOT AND BE
PHONE (727) 726-1138
KEPT CWVDMM. AND SMET FROM OTNEIM
z SM NOTE 5 FOR
4 I1wm HERiO
N
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
INC.0 oor
N
�co/Eo�aEr+o svEn srNa°+os
11+1< is 5 Ank
M.T. IoATE: 3-1-99
FIGURES 10.0 AND 10.1
AD-TD-0071
51
ADDENDUM.
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D1�
i
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
MIN.
RIND ZONE n
RIND ZONE III
�� \1
^ O
FLOOR
WIDTH
►6tL on
EA END or
EIl SECTOR
ANOIOR
ANGLE
wL 0
WN. CITY.
EA DID OF
u SECTOR
ARM
AHQF
WK e
15-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
RIND ZONE If
RIND ZONE Itl
FLOOR
RIOOR
EAVE
OVERHANG
SPAONG
D9'''A
LO)a
Mon ANGLE
SPACING
D �
MOOR ANGLE
15'-4'
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
3ml
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE II
RIND ZONE III
(1
FLOOR
WIDTH
uR.OTT.
Ell CND OF
EA SECTION
mm.
ANGLE
16N. O
WN.OTY.
EA DO OF
C0. $CiIQ'1
ANCHOR
ANM
WN. 8
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 8
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
sPAan�
m H w
LOAD
ANC1?0R ANGLE
SPACING
0 O WA
AD
ANCHOR ANGLE
15-4'
6' EACH SIDE
4'-6'
3150
42-50
4'-0'
31501
44-50
VANDZONE NI
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CAECS. C w -�2. GI - 12 , l`
TrTlrlrr,r
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIRETIENTS.
2. SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT IRONT OR REAR.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS PATH 95 1/2-
1-BEAM SPACING, 96• MAXIMUM SIDEWALL HEIGHT AND 6' MAMUUM SIDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT).
ENaN� OV ]��,
�`� (yQ ,• G\STE�q� •�� '
No. a •
910334
'. • �
-a • STATE OP � ct, a.
•'•, �4
•�����
DAPIA APPROVAL*Ke
APPROVED BY
INC .
6TI4C'1pll+OfAHSriWOw�
®
®®
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, fLORIDA 34695
PHONE (727) 726-1138
"°T' ""'9
TNcx sPEancAnoNs AM oRAw►Ns ARE
ORQNAL. PROMETARr, ANO COFOENRAL
MATERIALS Or 4kCOBSEN UMUFAC7URINC
' �� uA1Q�Al5 PRovtOCD TO 1NE
REmN, rcR S [cm P+RPOYs AAo wst
ISPr ca naNYUI AN0 SEUI[T rROR oTrM
BY:
M.T.
DATE:
� 2-$-99
REV. LETTER
DRAWWC T1nE
NORM. SPACING TABLES
DRAWING NUMBER:
AD-TD-0072
CA
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX PER AD-W--WIZ MIKE FU AD-ID-0012 TAKE PER AD-TD-0012 TABLE PER AD-T-0012 TAM PER AD-ID-02 TABIF MA'`
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE 71E-D0'1 UMD
NOTE 5 FOR
11A1 M HEiSxIT
M NML ,un[
4 A�aR WA FIGURE 10. 3
6 91 HROY SOE
OF HONE (TIP.)
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN VMD
REF. CALCS
..AtnnnuFA.•.
WlNOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: ENDtN}�,PROVAC' I �F '�i��i DAPIA APPROYA'
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES. F - APPROVED BY
2 SEE AD-TD-0072 FOR DUANITY OF LOWTUDX TE-DM STRAPS REQUIRED. �®. d a•'•
3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REOUIREAIENT& 910334
4. SEE FULL ADDENDLN FOR ADDITIONAL REWREMENTS. ,
5. ZONE 2/DFUSLRiE 'C: 56' MlJ06NU1E FNEKOETINC
ZONE 2/DPOSURE V: 56' MA)GIAM HEIGHT �p� • • / ®I ��� : F.DEA151ttM8$ IW&Ht
ZONE 3/E pmw 'C: 56' IMAJOWQIM HEIGHT •,� �` �� %per
ZONE 3/DQ ORK 'D': 56' MAXILIUM HEIGHT
DATE.• REV_ LETTM'
JACOBSEN HOMES
DOE ®, P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
THESE SPEanuTWS AND DRAM4GS ARE
ORONAL. PROPRIETARY, MO OMSMTIAL
MATERIALS OF J1DO M MANUFACTURING
FIG. 9" MATERIALS ARE PROVM TO W
RE POT FIR STCM PWITM AND MW BE
INEPT DONFTOENIIAL AND SEUMI MW UHM
M.T. 3-1-99
TITLE: FIGURES 10.2 AND .10.3
NUMBER
AD—TD-0073
53
ADDENDUM
OFFSET TIE —DOWN SPACINGTABLES
ZONEII& I/EXP.C& D
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE I
WIND ZONE M
Wx
A
0
AN CIN
`J
FLOOR
�G
v
0TM
EA ff
LtF
mu
k END OF
Nu
EA. :110N
STT
m
Ill A
fA Sx1fON
u
Mpl A
O
12'-0'
3
47'
3
61'
v�
13'-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
HAND ZONE ICI
SPA=
�
mm mQE
SPACING
�
ANCHOR01H AN(iE
„LOOR
OVERHANG EAVE
12'-0'
12'
T-0'
31501
40'
4'-0'
31501
39,
IS 4'
12' -
5'-0' 1
31501
41'
4'-0'
30000
40'
15-4'
12'
5-0'
31501
43'
4'-0'
30001
42'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE II
MK CITY.
WK)lal
mit MY.
ANCHOR
FLOOR
1ND1H
END OF
ANL
FA END OF
ANGLE
O
A. E!Ct10N
EA S
Nri NI
FA S1:CClION
rl e
12'-0'
4
45'
4
60'
IS 4'
3
45'
3
60'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
FIN.
MAX.
V" ZONE I
WIND zONE II
SPAfIiG
ML WA Ln
ARMANGTE
SPN1ClIG
WL WA Lm
NW0101 AIM
FLOOR WDDIH
OVERHANG
12'-0'
It
4'-0'
31501
40'
3'—T
30001
w
IS-40
12'
4'-O'
3065f
41'
3'-0'
wo
3T
15'-4'
127
4'-0'
3065#
43'
3'-0'
3W%
1 41'
NOTES: C- Fu - 1-6 � 0!— 16 , I L
ENGINEER APP�iQ11A _% +a,,,
REF. cAtos(C - IV— I � • G —
t. OFFSET SECTION WIN THE MARRIAGE LINE WALL EXTENDING BEWND THE ENDN'AL OF
THE ADJACENT SECTION MIST BE TIED DDNN AT THE MRAM LYE IN ACCORDANCE
•� � yFl••'• �+F' s•
''Y �� C'QT ••• �L ��'�
�pyy�
D BY
�� ;
t i V Y C
NTH THE TABLES AB01E. T}E SIDEWALL SAE AND THE ADJACENT SECTOKS) ARE TO
BE TED DOW IN ACCORDANCE NITN THE NORMAL SPACING TABLES (SEE AD-7D-DM0
JUN fl X
FOR If-O' t 13'-4' WOES, AND AD-ID-0070 FOR 15'-4' TMDESI
2 SEE AD-ID-0001 FOR ADDITIONAL REWROOTS.
• *
STA
INC.AD-TD-0081
FOR MAMN PIER PIMT REO1HE UM FOR LOADS I ULATED
ADovE.;�ORIOQ;••
S
•. •
w44`�
N v
LMANUFACTUIT�HOME
JACOBSEN HOMES
%11��
Nor` Nx+A ��
T STMM
: o�s�°'` T•
s-8—o4
EM
�' `
ORANBNG 11TlE
OFFSET SPACING TABLES
P.O. Box 368
auaw. PROPFETM, A D
111 O"`� OF UMV
ARE m
A
®® SAFEPHONE (7HARBOR,
7) 20-1138 FLORIDA 95
W. WI iM11FirIN.9
SMW
W1 CO mt NO WIM �
—
CRANING NUI�E1� AD-M-0080
54
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFfSET SECTION)
SHOWING IE-DOWN SPACINGS
FIGURE 11.0
SIR FiCW 4.0 IVR AL'llME 'lib-DOIN MMD
TYP. CROSS SECRON(S)
SHOWING TIEDOWNS
SEE FWTE 5 RR
11" lE"
(Tas ON *-Z-m Qli a AwLr
m TNT SIAFm FlLTF-T E Sf1em
Of 1FE WIT -SM IMF % M-1D-M)
TIP FL00R SY --7
Tr I- AMm AMD}gi —F'R F ►— MR AUE
N1(iE NIGtE �Ei�. L'+�L.Gri�iG•�
FIGURE 11.1
S9t FIMW 0.0 FOR AL1tIOM M-DONN So
TV.
NIC}IDft MU--4
19, 01
FIGURE 11.2 C 17,09
0,1 FOR ALrOM M-DOIN MS WD
NOTES: •!a�O� *:} UPWIA err"VA"
1. SEE AD-TO-0060 FOR SPACING TABM (OFFM SEC" %&4 •�" ':' � 1 � 1 • � �` '�� P P ROV E D BY
2. SEE AD-TD-M FOR QU/WTY OF lANf WOM TE-DOWN SIRAPS RE%M. �• G}f C .•
(OFFSET SECTION ONLY) O. 40q 5
1 SEE OMDEALS FOR OLWMG (PS) QUANTITY AND OTHER REQUIREl1ENTS .JUI�
4. SEE AD-TD-0001 FOR ADDiii0 M REQU MIMTS. • INC.
�- D� o�
5. ME- 2/DPOSLK V: 4r MA>adUM HEIGHT �. �
OF .,
ZONE 2/EIQ�OSURE V: 40' MAmdUM HE)GHT-36' FOR ue-e WIDE tHTS 9 •' A- „ P a •'• ++� ERAL NUFACTURED HG'�tE
ZONE 3/E)WOSi1RE'C: 48' MA)QIIIJM HEIGHT •'•.'..'1�1�°•• �4i®' Tf�TIONANDWTYSTANDARDS
Z� 3/E1a'OSt'PE V. 40' MAWN NEWT I', °rr�Fn C ,
J.ACOBSEN HOMES
J (1
Ai0 ncm
mm smaxam N+c ORAtt�di;S AaE
i
Af?ANF1 -
M.T.
DATE:
5-8-04
REV. LETTER
DRAWG TITLE:
FIG. 11.0, 19.1 �t 11.2
awmm. F'ROPFi my. AM cmmmm
MAIMS OF NANWAc�c
P.O. �x 368
10
��Cr��i �UiXO
SAFETY HARBOR, FLORIDA 34695
FT FOR PMUS
me om
�
DRAW
PHONE (727) 726-1138
m+>tK
1VT CWFW SFTAET FIN o1FLRs.
AO-TD-Q081
55
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM
MAIL PER 0-1D-0010 TABLE
IITSET SECIKM OF
ma PER AD-WOD70 TABLE PER AD-iD-0070 TABLE
OR WID-00 TABLE dt AO-TD-OD10 TABU
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD-TD-GM FOR SPACING TABLES (OFFSET SECTON ONLY).
2. SEE AD-TD-0080 FOR OUANITY OF LONOTUDIAL TIE-DOrM STRAPS REQUIRED.
(OFFSET SECnON ONLY)
3. SEE OTHER DETAILS FoR BLOCKING (PIER) QUANTITY AND OTHER REOULREMENTS.
4. SEE A0-70-0001 FOR ADDITIONAL REOUIR0+EN7S.
L UTI(l4-'11.
Poi AD-ID-0070 TABLE MAX
OR AD-10-00 TAKE
SEE ctizc5, Kl
�- s�- I •Gi - 16 A�-
J
SECTION
No. p
910334
'®� ..�is/�t� AEA• ��`��`
STRLI(,IIONAND SAKI1' Si
J A C O BS E N HOMES 11 ESE SPECMTCATIMSE DRAUKS AK CV DRAW BY: R.R. oAIT . 5- 9- 01 REV. LETTER
ORWAL PROPRI<TARV. ADO CM#MDA& DRAWWG TITLE:
LATEDIALS OF JACOB= MdA"ACUAM
P.O. BOX 368 W �, MAMftS Atd �ypEO TO 1HC FIG. 12.0 --
SAFELY HARBOR, FLORIDA 34695 AECIRtDt TOR SKCM RAMS AND MOST BE DRAWL NUMBER;
PHONE (727) 726-IIM IQPt COWMPAL AND SECAE1:RW DnM A0- M-0082
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPA114ING TABLES stl�
10
ZONE II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
(+�
AI N.
MIND ZONE I
WIND ZONE N
C \ r
FLOOR
on
Mon
MK CITY.
�uK"
(� V�
M�1H
smDa
WL a
Fk gcMM 06 OF
ANe
V�
26'-8'
3
42'
3
53'
30'-8'
3
1 52'
1 4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
YIN.
MAX.
IiNND ZONE I
WINO ZONE I
FLOWIDTH
OVERHANG EAW
SpAa�
I =
AWNAN(iE
SPAC]1C
°��
ANOia1 AtEQE
26'-8'
6'
6'-8'
31501
40=50'
5-4'
51501
40=5(r
6'-8'
31501
40'-50'
1.S'-4'
3150 f
40'-5T
LONGITUDINAL TIE -DOWN SPACING TABLE
N
VET ZONE N
VMO ZONE 81
t+
FLOOR
an
Elio
mu
aye. an
EA. 80 6F
mat
ANOF
!BOTH
SM
e.�
Wa ®
u sm
art e
26'-8'
4
41'
4
51'
30'-8'
4
51,
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MR
MA)L
MIND ZONE R
INNO ZONE I
FLOOR
MOTH
EAVE
OVERHANG
SPACZIG
Lm
AA(gE
l�
Awn
26'-8'
6'
S-4'
31501
40'-50'
4'-0'
31501
4T-45'
30'-8'
6'
5-4'
3150 f
40'-5(r
4'-0'
3150 j
40 -45'
w1NNONE In
(110 MPH)
20 PSF ROOF
10 PSF O.L
REF. CALM
,
NOTES
EN !L• „ ' • . 110
�� 'wT1F1�
9,�''Y
OAKA APPROVAL:
1. SEE RRL ADDN= FOR AM71ONAL REaUAtEl1ERM
� co s
APPROVED BY
j No. OQ45484
2 SEE AD-M-UO!!4 FOR MAID N PER Fi]L?tiS REQUIn FOR M LOADS
Bti
TAJITED AM*
Mize
F__vl�
INIC.
'• '
��� ``S .....�•' �'•.��y
s T G
FEDERAL. MANUFACTURED HOME
CONSTRUCT ION AND SAf£f(STANDARUS
��+°`�
JUL 2 7 2[104
JACOBSEN HOMES
NM SKMrA=S NO MA s MEMAWOrM.T.
DATE 07-20-04
REV. �riTx
DRA11N8 i11LE:
108' Hsi SIDEWAti SPACING TABLES
rTTln
P.O. BOX 368
Own9f_
VA. PNPRUMY. AM COati Offs l
mAMYS 3 OR UN90AA;fl .
WCH iMAMIMS ARE .F 10 1E
SAFETY HARBOR, FLORMA 34695
LIJUU PHONE (727) 726-11M
xr la sP= K"M NO = nE
cts�la�ana AID soffit sm olom
DRAING MMM
AD-TD-0083
57
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS IYP. HiDdt
XIM M CLE
SET AMO O WA
FIGURE 10.0
FIGURE 10.1
TtP. t 55-Nam
711
—aHAs95
] sm NOW 5 FM
NA N tElotT
A11 W AWE
WND20NE 0
(110 MPH)
20 PSF ROOF
10 PSF• D.L
NOTESo
1. SEE X-ID-= Foe SPNMc TPRES
�� G�F
APPROVED BY
2 SEE AD-M-OM Foe QUANTT OF LONG IAM TIE-001N STRAPS REaIMM06
3. SEE OM DETAU FOR 9.O0M (PER) Q JM71TY MO OTHER REQUii 01M
4. SEE FULL ADDQOUM FOR ADDITIONAL REQUIRFLQ M
;
5. ZONE 2ANPORK 33' MMMUM HEIGHT
ZONE 2/E)POSl1RE V. 27 MA)ONUY HF]GIT
'C:
.+
i f � '•,.•,L`z •' Q' 1
OA10►•
1 `��
1 �� C.
ZONE 3/b lliE 3D MA)DIR1M HEIGHTCj�
ZONE 3/E1POSK V- 3Y MAX" HEIGHT
�i �%" � �• ���
'+•,t ��D N1�N�
FEDERAL. MANUFACTURED HOME
COHSTRUGUMAND SAFE IYSWMAHUS
6. ALL. 9EtxF0106 ARE BASED ON 21r ROOF ANGLE MAX_
t ry 20
dACOBSEN HOMES
CRAI1CSAM
Im
�'` M.T.
ux 07-20-04
tFT>E�
WAY" 11E.d
• FIGURES 10.0 AND 10.1
(IOMA. FMPMAU NO 00MCO ML
NATUMS Or ,NcoM OWNFACIUM
P.O. eox 3sa
"mormSAF
r
DR/11MN6 M>tl C�-
AD—TD-0084
ETY HARDOIL FLORIDA 34695
PHONE (727) 726-1138
paym iv ym 1IP093 W 1 9
WTOOIFmu"mmRmnm
58
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES 5�t �� 1
ZONE ll & IiI/EXP.. C & D Q
LONGITUDINAL TIE -DOWN SPACING TABLE
WIND ZONE I
WIND ZONE 18
V
FLOOR '
IK an
A4M
u. on
mm
WIDTH
Ek DID aF
Ant
EA DO D'
AtlfiE
O
EA. SECri(N
YMI, 0
EIL SEC11CH
Wk e
2S-4'
2
58'
3
43'
3
45'
_ VERTICAL TIE -DOWN FRAME -TIE -
VERTICAL SPACING TABLE
ACN
MAX
- iWND ZOW 1
WIND ZONE of
FLOOR
OVEAVE
SPAM
LOAWA
ANm ME
SPA=
D_"
ARM ANQE
23'-r
68.
6'-8'
31501
49,
S'-4'
3150
45'
24'-0'
1 6'1
li -8' .
3150
49'
1S'=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE III
FLOOR
Ire aT1:
AWO
11K an
ANm
WIDTH
E A.
ARC1E
E A END OF
EA. SECiICM
s
Yll. O
EA 5[C1101
Y9LVL i
23•-4'
3
48'
4
43'
��\v\
24'-0'
3
50'
4
•45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
IUN.
MAX
WIND ZONE 1
WIND ZONE IQ
OR
WIOTTH
UE
0YER11ANG
SPA=
�
ANCHOR mu
PAW
0L WA
AMM AB0-E
Ln
23'-e
6'
T-4'
31 •
47
4'4
3INi43'
240'
6'
5-4'
31501
41'
1 4'-07
31501
4T
108' MAX SIDEWALL HEIGHT 1NNDZONE N AU
(110 MPH)
1 20 PSF ROOF
10 P5F D.L.
FU. C&M
NOTES,
DAFM APPNOWAL-
1. SEE RILL ADOD" FOR AODi110NAL REUXBOQ5.
�{,` '4 ��,� `� �,
APPROVED BY
2. SEE AD-M-WN FOR YAMM PIER NEGM REWW FOR THE Lo y
�'. i ~
Dec• 13,2006
TABULATED A80VE s
� �.
INC.
y
�
�,�°
��• �•-.�l ✓•'' ��� v
i�DERAI IMIi1KACfUEO NOTE
co�stwicrnon rwo s�cenr sr,wnwcos
•
O ii1�
JACOBSEN HOMES
$IESfispEollGxiolWVO AN=AM Jacilltma®�
R.R.
DATE31
11-28-06
REY IETTEFI
P.O. Box Sae
WMAL FRG>'rtU Mc AM LL►fMIX
MAlEMASS CF AOMSM W"ACAMtMC
„- at m WAR ,A,S „t„ � pommm To ,
DRMlA6 u7m
108' WGH SIDEWALL SPACING TABLES
SAFETY HARBOR, FLORIDA 34693
PHONE (727) 726-1139
=PW rot V= PJrQ0 AND MW PEDRAWK
ovi mt�YL Ate S1171Lt rym Ol m
MAIDER:
AD-TD -0085
59
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SOE ELEVATOR
SHOWING TIE-DOiYtr SPACWCS .
FIGURE 10.0'
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
su Mon WA
6 11►OME
or at (11P.)
lzmIlmSSml
rAAAN "mT
rn
(110 MVN)
20 P9 ROOF
10 Pr oA.
LI)
1.4SIX �i0-To-floes FOR S*ACM 1FAaIEs +O • T:ftC<�f ,d.• APPROVED BY
L 59 AD-10-M FOR aMOTY OF LONOTUUAL TE-WRW STRAPS NEW1eEQ . 0t: ,,,..
3. SEE 0110 QETAs FTM BLO024 (PER) QUANTITY AND OIIER REOIIOtEMENTS(ti+�. C�
4. SEE FULL AOODIGAI FM AOOIBONAL REOW ENIS. ImomNw 23,2006
i ZONE 2%EIQ'OATWE Y 44* MA7C1 N NETpIT «.
qN
ZX z V. 2r11AMAI T4�J.ITT o.6: INC.
ZQK 3/E�04XE T. 44' *AMU NWff � � • ; � .� - h � reoelln �wsAcnweo lout
ION[ 3 b': 3r MAX" FEIGNT � •� ' � � � C016TIUCNOM q1a fAFEtt iTAMOMbf
6. ALL SP.ECi1CAM S AAE BASFII ON 2W ROOF AKU MAX AND IW MAX , i;1 ••' r'
•
9MWALL IE!<i1i rs�j�r y'►~
♦d �Ct� y1
0777 � OAX. RiY.Ifm
JACOBSEN HOMES wx � w R.R. 11-28-06
alwil. NwmKm AND oa+TOENTML CRAM IIU' '
DomoPA eox �TTe wTT>t1A�s OF AN� UMWX% g FIGURES laO AND 10.1
nc T11O1 VA1116N.S ARE rllI I I TO lK
SAFETY HARBCfl, FLORgA }1693 Rana11 RR VMM FX= AM =9 K OR AIM NUIGM-
PMOME (TI7) 726-113a mi ewmua amp nw N or Q*M AD—M-0086
60
ADDENDUM
(108 PIDEWALLP) *,zNORMAL TIE -DOWN �PAC�INC TABLED
ZONE II & III/EXP. G & D
{�
(� V
L�#OTjj
LONOITUDINAL TIE -DOWN SPACING TABLE
VIN.•
FLOOR
*NO ZONE R
w ZONE IIt
w Olt
Eel SEctO
mm
et
lyll
ft air.
OF
fA cMd{
Ilk e
t2`-0`
2
53'
3
40,
13 -4`
3
31'
3
46'
15 -4`
3
46!
4
40'
VERTIOAL TIE —DOWN / FRAME TIE —DO" RACING TABLE
vlk
FLOOR
jIj1D1H
YAx
EAVE
OYEf k4G
VJD ZONE ll
00 ZONE rl
V
WOTR
'
SPAS
VAX PIER
HWT
' ' "
12'-O"
6P EACH SIDE
5-4'
72`
357 TO MY
54
3$'
45'
I3'-4'
a EACH SUE
5-4'
w
35' TO 40'
54
42'
45
15-4"
6' EACH SIDE
T-4`
w
40'
5-4'
46'
45
� �
LOWIITUDINAL TIE --DOWN SPACING TABLE
►�i4,
ZO�4E 0
IQNE t�
FLOOR
ott. ft or*
E CCT0
4it 0
OTr,
OF
Ek SECTIOON
0
e
3
44'
4
40'
13'-4
3
52'
4
1 45,
15 -4`
4
w4
56•
V9RTICAL TIB—DOWN / FRAME TIE —DOWN OPACINU TABLE
k
FLOOR
00TH
YAK
EAVE
OvmkiG
040 Z*JE r
#0 ZONE III
SPA*
VAX
'�'
�'�
��
'�'
12'-0'
6 EACH SIDE
4'-0'
72b,
37'
4'-0'
34"
40' TO 45'
13'-4'
6 EACH SIDE
4'-0'
726
40'
4'-0'
3r
40' TO 45'
15. 4'
1 6" EACH SIDE
4'-0"
8T
40'
4•-0'
42'
41710 45'
• NOTE: VIMEH ANCHOR ANGLE FR0�1 VERTICAL CANNOT BE 116 CALM
ACHIEVED. ADD APPROVED STABILIZER PLATE. p,„
(SEE NOTE 15 FOR fiCNES SET IN FLORIDA `<<`" ' ` •sa
N0
1. SEE AU ADDEN➢lilf FOR AT) MONAL R£OUIttIYdil5
2. TAM BASED di ANCHOR *W40 LOAD OF 11501 AND DIAGOI1k DE TO
OPP091E BEA�L
VAX EAW OyERaAhG RUM TO OVERHANG AT ME*ALL NOT FRW OR REAR
4, TABLES APPLY TO 144. 16O•, AND 184" FLOOR �jO1H-5TH 95 1/2'
I—B&E SPADW, FOB VANYlk SOE#ALL RE WT Alp MAIN AIN SCE
OVERHANG (6 OM AT(O 1kx EACH 9Df OF 001
s STABLM PLATES ARE REOWgED ON SDE*ALL ANCHORS A41) L*PT"AL
MpORS SET ►1 FLORVA. SEE TlY RIJU F5C. UFECu1E MARCH 2% 1999
*°' - •'p �; 14�''•. `:./ f
tiV.-�l•:•, ✓
,�, 4: ••
' �'� �^ 3,Mar
1,..
�
4
`%�'
'. 'S� �'•.; `�L r; a live` •' : +
+�I� u� ` •.•••• •U ' C,'`
+�J fii3E[) E�• .��4
DAP1A APPROVAL-
APPROVED BY
25 ,2008
qNAINC,
iEDEPALIWH ADSAF HOME
mxsraucnoxAnosaFEnsnxunxus
JACOBSEN HOME,O
® P.0• aox 35a
SAFETY HARBOR. F ORIDA 95
7)
xOS#V
THCSE sFrac�cATd{s A►{D mAi� Ape
w RFf7bETAp , TAL
T�bAL ov k AzAc�vdle
�7A�g ME„ „,� ca
�R f>� 4 �R�r � S 1Jp. CFI
rpcAi
D..T.
OAS'
iz-11—a7
11Ey. LfTifit
DRA 4r, PTLE:
NaR1�. SPACING TABLES
DR G
AD- TD-0087
61
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
ca. s/w V)'Cof , W. 3/1
to Spa PAC *q tagO
W IOL5m
O FU SNEARYIASIS 1 1 T10 PLE}i 2"WAtLS
(AIL STUM01s) f r (ILL XTUMMr NOTE f ut HOTS f LSEE NOTE I 5fE NOTE 1
A ga POTES 2 AtO I Q A
SM HM i AND I A
nEN AECb Mat REtto e+ER " t'fQt mmla
7HS LOCATION INS LOCATION INS LCGATKW THS Loonal
FIGURE 8,0 FIGURE 8,1
THE DETAIL ABOVE IS SHOW?{ WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
'NorEs: oAPu Arnmg-.•
r. TtE-0Qi4 Kam r~ Tnse pilAS T><-oo.K „�u• aI„T,r,aim uI �• PPROVED BY
tmr t or rit "w soar AM ow amam AT to
rROM AIMS Tu eE ARM fat M MUM U of tmo OESON LaAO ... y' f.� •���
(ME rn-to--m [ro-oxgAL Norte rw Notes ar Omo ++�+o� ual�Liinort� : G�F '•� { EB 10 2W
L Icnu A m AT Cbl 00 OF Tm s+tm"L imns fro rote AROK DCTdA]? f i�O ' � • �
LAM 1v�Aa+m AT utsl Go ov AYsrs rrEtuetttss a -ov,+ cur NzarawW11 910334 t
INC.
� MO SI[MWl1 a LaGt1ID ABvet: A 3AQ KW� tE]afi Ors-YoiEq Iw * '''� r
DC-MMW 3744Ps �+rW AK XKQM a CALL src WAL m 12PATOM SILL Um : � � 4` � RAlM ANUFACTMEDHOME
Am ALL (>PosiRL, : STATE NSTRUCt10NAND SAFELYsrwvOAROS
JACOBSEN HOMES AIM Vt�WOw �''�+ iff, ;•••�'R.R. °"'�02-01-00 �..A����
aware. r cpo*, l AM��,� •. B
P.O. Epx Jab IfAlE q ` CIF r Taw w7Qx rxoyt "S/W TIE/PIER.REQ.
WET7 HARGAR. rLWpOA 3/e85 azs+onrasasCRWcasrr-V It PRAK+G KA4"'
PMOwe (727) 724-1138 ar aanT�Lx4+t ro rent cna�t AD—TO-100
62
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CULYG MAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .035- 'OE --DOWN STRAP
CDN71NWJS ARLXNID JOISTS
END VIEW
350 PLF MATOAWN SfEARWALL
DUVi VALUE (PE; WALL)
1 1/4' X .OW TIE-" OWN S7RAP
CO;TINUCJS ARUSD JOISTS.
NOTES- Z17116 E [F$,(PIRDVAL DAPIA APPROVAL:
Ii
t. GROUND AMCNORS 10 BE RATED FOR AN ULTYATE LOAD OF 47151 (3150 OESCH LOAD] = [APPROVED Big
(SEE AD-TD- 3I '(1D-GF AL ROTES) FOR NOTES ON G70UFa AW-NOR hSI LA11011.) .. .." . 1 '�
2 INSTALL A PER AT EACH ENO OF 7HE SFUMALL MST$ (PER 1!f ABOVE DETAILS). �
3. • IEK 9-E"AIL 15 LOCATED ABOVE A SOIA LEADER (FXU TE04T CROSS-YEI+9FP.) NO ; Qz
ON
TE-DOT:1 SiRAPS.OR PIERS ARE RECARIED (ALL SHEARNALL CONIIMMATom ALL ZONES
AND ALL E!Q'RQIRES)N�.�` I I �: �.
4. TE^DGrV STRAP RECIUBED AT EACH DID Or JOISTS ALL Mi.. r�iV CONFIGURATIONS. !• ` '.. �. \ �•
1. CEILING SHOW4 FLAT T el
6. FLFLL 1MDTH SHEARWAas ARE SHO 1 LI
IN Tf£ DETAL-A80VE,HOYFVM 1,0 Y LENCTH AY BE usrD.''u ri,i,1C011�11�` �,•``, A=awcu•+-sLwxas
OR COIFIGURAT04 SHEARWALL MAY BE USED.
NOTICE: DRASW BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SPECIFICAUOti MD DRAWNGS ARE R•R 2-6-96
amwAL. PAOPROART, AM CWM!NDAL DRAYAHO TITLE:
„ COOS�EN UAWFACTUMC
P.O. BOX 368 WAXRJLS OF JAw— SUCH HAMUALS ARE DBL. S W CONFIG. T)E-DOWN
SAFETY HARBOR, FLORIDA 34695 REOPEH7 FOR SUM R1vF05[S AO VJSt FE DRAWNG HUNBER:
PHONE (813) 726-1138 Ker Cmv.w LAL AM x-mv n= oms AD—TD-0110
63
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
CEOJNG MAY BE FLAT OR:
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (SDEWAL APPLICATION)
350 PLF MA7oMUM SHEARWALL
DESIGN VALUE (PER WAIL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
TO
35"
I. GRO D ANLIIORS TO BE RATED F(A AN U TWATE LOAD OF 4725113150 DESIGN LOAD)
(SEE AD-ID-0001 [ID-CFNERAL NOTES) FOR NOTES ON GROUND ANCHOR 14S7ALLATION.)
2. INSTALL A PER Al EA44 END Or THE SHEARWALL JOISTS (PER THE ARM DETAILS).
3. MIEN WARWAL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO
TIE-DOKN SIRAPS OR PIERS ARE REQUIRED (AL SHEARWALL CWWRATIONS. ALL ZONES
AND ALL. D>•POSURES} .
4. TIE-001A7N STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFWAIMS.
5. CEILING SH7XN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN 1N THE DETAIL ABOVE. HOWEVER. ANY LENGTH
OR CONFICLIRATION SHEARWALL MAY BE USED.
7. THIS DETA.'L MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
35O PLF MAD= SHEARWALL
DESIGN VALUE (PER WAIL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
APPROVAL
-
John C. DoMe6 j.i
15133 C. R. 22
Goshen,IN 46526
ITN IS A TRIPLE MdDE RAFTER,
I APPLICABLE TO STANDARD
ILE MIRE TRUSSES
1D VIEW
X .035' TIE-DOKN STRAP
LWS AROUND JOISTS.
NOTE;
ALSO APPLICABLE TO 'SUP SOIL
MARRIAGE WALLS IM41EH AT LEAST
2 STANDARD VERTICAL 71ES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY 5 I
1
0O�61R+CiDIMOW �J ..M96
JACOBSEN HOMES
NOTICE
THESE sPconunONs
DRAWN BY:
R.R.
DALE;
4-09-96
REV. LETTER:
ANO ORAMNC$ ARE
OR01101. PROWaETART, AID O@RC041ML
YA�DtAS OF JACOWN NAIWACARNG
/
DRAWING
O�l S/W CONFIG. TIE
P.O. BOX 368
„
NG SUCH VAlUMS AK PRONOW 10 THE
—DOWN
SAFETY HARBOR. FLORIDA 34695
RnpoHT FOR SPEvu PIMP'= ANO HAAI K
/L-3`
DRAWING NUMBER:
PHONE (813) 726-1138
ITPT TZKWII& AM SEMI fr4W OMM
AD—TD-0111
64
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES:
I. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCAW BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
WINDZONE III
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF.',CALCS.
C;UA— loe'al -
109 e) 7
DAPIA APPROVAL'
PPROVED BY
I 9INC.
EEDERAL MANUFACTURED HOME
N STP ,U
STRUCIION AND SAFETY STANDARDS
NOTIC& DRANK BY. DATE REV. LETTER:
JACOBSEN HOMES VIM SKMCAMIC NO DRAVINCS AK M.T. 12-13-03
ORONAL PROWTAW. MD CWMU4 DRAVANG TITLE:
P.O. BOX 368 NATIMALS CF JACMM4 UNffACRA" PORCH ANCHORING
W_ RM MATERIALS AAA MMM 10 "
SAFETY HARBOR,FLORIDA 34695 RXPW RA SPEOM ROM AND VAI BE DRAVANG WMBER:
Mir PHONE (727) 726-1138 nn CUMD1m AM ITly-17 ntcm omm AD—TD-0112
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(3150( WORKING LOAD)
L;S
.110
s
aE
t
3
0 VERTICAL TIE -DOWN
cr
TYPE 1.. FINISH B. W
4+ GRADE 1 STEEL STRAPPING f
1 1/4' WIDE Jc 0.035' o /
/F IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTU STANDARD
O SPECIFICATION D3953-91.
O STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP
RADIUS CUP MUST BE WSTKLED ON
'— I -I I I -I I I— ALL TIE -DOWN ANCHOR BRACKETS,
FABRICATE RADIUS CLIP
ANCHORING EQUIPMENT -III III -III --I I BY PLACWG AOSTRAIGHT LENGTH OF
CAPABLE OF RESISTING -III-I I I -I I- 1 1/4' X 0.OW TIE -DOWN STRAP
THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND BENDING
REOUIRED ON THE To FORM THE CONFIGURATION SHOWN.)
TIE -DOWN SPACING
TABLES (SET_ OTHER ' Ili —III = RAM CRP MUST BE INSTN IED TO PROIECT
DETAILS FOR TABLES) I III —III— THE 7JE-DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS ANGLE.
�=III=III-I I INSIN ,ME TIE -DOWN TaP �F• THE RADIUS CLIP
FOR ANCHOR ANGLE.
.` 5 T '
01"to''• i DARA APPROVAL
NOTES: r ENES ROVED BY
1. ALL VERTICAL TIE -DOWN STRAPS. DIAGONAL FRAME =
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE. - T�A7- - QF ; � .mil 1 g is
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O' vf�/g�y_ d. ��c. Iw
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- �� ,v
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �q�r �iALt„1++`'+` 6odvklclolxoworaram
WHERE THE ANCHORING SYSTEM REQUIRES THE USE mom 8R� AND TIE -
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVM AM CFRTFIED By OTHERS
Nonct DRATM Or- C.L.Y. DATE 5-31-95 REK EnEk
JACOBSEN HOMES TwxS�Eonaim"mum=09 A
I8 wMTM9 OF 1 ZOW u "& M6 DRAr,1Hc not ALT. TIE—DOIMN APPL. A>♦/ P.O. BOX 36B Nc m YAlmgs ARE PR740 10 TK
SAFETY HARBOR. FLORIDA 34695 acpon rcR 91= pip= wo bw K DRAWING NUU8M
PHONE (813) 726-1138 wn C0r(mITUL me im no orals AD— TD-0200
66
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
F FACTORY INSTALLED STRAP IS NOT LONG ENOUGH
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
to
4
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT —III•
CAPABLE OF RESISTINGI-
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE II
tT5
W
S
�t
C
IF NEEDED, USE VERTICAL o
TIE -DOWN TYPE 1. FINISH B. W
GRADE 1 STEEL STRAPPING
1 1/4' WIDE do 0.035- o
IN THICKNESS. CERTIFIED BY W
A REGISTERED PROFESSIONAL N
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTIR STANDARD
SPECIFICATION D3953-9t.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
,``��1ttt111l!!}Irrr�r�
S ! 11
NOTES.
E`!`} PRQ�tftE'�.•..l !i'
DAPIAAPPROVAL•
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
Q NO. •'
FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT
910334
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
* ...,<, Ty =
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
— ' STATC ti: •
REVISED
ATION.
3 PROTECTION AT SHARP
DREO
1tv Ac.
\`
10/23/96
IN141
WHERETHE ANCHOR NG SYSTEM RES THE USE
i� / .t
���A
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
frlw�l +
� �ACf
JACO BSEN HOMES
TNESE SPEat1u sC O DRAW CS ARE
ORAriN�Y: - R.R.
R
DATE )0-05-96
T��
Kv. - �A
®
P.O. 80X J68
CRIONAL PROPRIETARY, AND CONIT[ ttk
MATDMAIS or JACOBSER MATNTAcD"o
INC. SUCM MATERIALS MIT PRDMM To 1NE
DRAWING TITLE:
ALT. TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REOPOit roR PEC+IC PURPORTS AM W51 !a
KEPT CWMI14 MO SEOV rROa orM
/
DRAWING NUMBER
AD-TD-0210
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
1 T 1=TT'1 -�
35 ANQE I I -III -I I I
ANDIORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE 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 REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE DF ►MM-WIDE
ATTACHED
ANCHORS
-.a11nulPua,.
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
35, ANGLE
TO TWO
(3150# EA.)
ENE8703571
�4p_f �,�►tAl
F
DAPIA APPROVAL•
AF F ED BYf
6�, .ltR+l 1 5
,,NI
FEOPNi Y411fAL11� 1pE ( V
GOOT947 I AfOSA1tTTiAOM?�
17=MSE
JACOBSEN HOMES
P.O. BOX 368
SAFELY HARBOR, PLORIDA 34695
PHONE (813) 726-1138
NOTICE
�i0111'.►TIONS ,Jm oRAMNGS ARE
CRONAL PROPWMY. AND COWMTUL
MAIIRUJS OF JAM" mwxACv"c
W04 liAnT90
We ARE PRmm TOM
MCP'41lT FCA gm P Y$m APO IAIST 1E
107 ccwTo U Aro man m orrm
,u1AIPN UT.uAle
C.L.Y.
5-31-95
K" IL"Lm
n
/H`
„
DRAMNG TITLE-
COL. TIE —DOWN APPL.
DRAMNG NUMBER:
AD-TO-0251
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT 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.
MARAIACE LINE OF MU TI-w�E
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. MT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR,,. (3150#)
Q�'G� No.
NOTICE
JACOBSEN HOMES
" P.O. Box 368 Dc YAIMALS CF xcaesl+ 1u►uFAtlua+c
SAFETY HARBOR. FLORIDA 34695 OO FOt 99 nfaM NO WSI [
PHONE (813) 726-1138 Wl CWVDIVAl NO 100 FI0I Ilea
ED BY,,,
JW 1 5 Lob
INC --
C.L.Y. 5-25-95
COL TIE -DOWN APPL.
R AD-M-0252
70
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 + MIN.
COLUMN STRAPS
SINGLE GROUND
NO
TES:
AANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIORy
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
0
YARRIACE LNE OF IMTI-WADE
FLOOR
VERTICAL TIE —DOWN
TYPE 1. FINISH B.
'GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTIR STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION. FOR
STRAPPING. FLAT STEEL. AND SEALS.
ldt=mg�
ATTACHED TO A
ANCHOR (4000#)
111I III
ENONEE, Do DAPIA APPROVAL
';9' NO.R�o PPROVED BYE.,
N-87 s s ft.% jM 1 5 10
yy rV1MINC.
; caalticlaAlOWLlW:71aIm
NoT1ce "IIDMN1lBr; DATE
JACOBSEN HOMES mu9'EmcA=nAIDDRA111mAx C.L.Y. 5-25-95
OMMAL PRO WARY AND CoMa ITk DRAVMG TIRE`
YATQOAIS OF AACOM vwACTL1Pf11C
>♦� P.O. Box 36s W_ sm YAnnu IRE PRONGED TO TIE COL. TIE -DOWN APPI.
SAFETY PHONE(8113L) 72266 1138IDA 34695 mq � P=� � oRAwv+c NUMBER:AD—TD-0253
71
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN IV
f
SEE TABLE FOR NAWN SPAN FOR COLUMNS 'A' OR b' i
F
COLUMN 'C' COLUMN b'
I BYvfw0jjlrp
SEE TABLE FOR NA)m1U1i SPAN tOR COLUMNS
UMN5 'C OR b' _I
r
SEE TABLE FOR SPIN COL. r SEE TABLE FOR NAIL SPAN FOR COL
INC.
FEDETMANUFACTURED HOFIE
RUCTION AND SAFETY STA70ARO8
MAR 0 3 1999
COLUMN 'E' COLUMN i COL11MI1
ISEE TABLE FOR MA)OM N SPIN FOR COLUMN i _I
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHOIM AEOD
(SEE AD-7D-MI.
COLUMNS 'A', 'C', b OR V
CO Ulm 10, OR 'C
COLLAN 1'
AD-1D-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-7D-02q
SEE NOTE 1
DP. 'C'
OF. b'
Exp. 'V
E70', b'
E%P. 'c!
00'. b'
Em 'C
L)P. V
E7P 'C'
E79'. V
OP. 'C'
Ems. b'
2 - 3150/ ANCHORS
314
25'-6'
29'--4'
20'-4'
37'-4'
25'-6'
29'-4'
20'-4'
37'-4'
25'-6'
29'-4'
20'-4'
1 - 3150/ ANCHOR
18'-6'
1r-10'
14-r
10'-.r
18-6'
IY-1G
14'-7-
10'-3'
18'-V
12'-10'
14'-7'
IW-3'
1 - 400D/ ANCHOR
23'-8'
16'-4'
18'-7'
13'-0'
23'-8'
16'-4'
18'-7-
13'-0'
7.S-8'
16'-4'
llr-!r
13'-0'
.REF. CALCS. c %✓%� ��' a(
\\\l\lillllllfi.f���'
NOTES-
ENO .. F� �i��
,
DAPIA APPROYAIS�D 0 3
yOVE�
!
1. SEE AD-7D-0251, AO-TD-0252 AND AD-TD-0253
1116..
� � Q� (gyp,'�
pPPRpf
BY
FOR SPECIFIC INFO. ON ANCHORS.
910334
•:000ppilm-M—mmm
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
=
INSTALLATION.
� =
OF
STATE
INC,
ZNWAV,
JACOBSEN HOMES
noWAIMARE
M.T.
DATE.
r+Ev LETTER
Mori
�sKwu
010a11AL Pao WMY AEG COFWnK
_
pFG1NNO nIlf
�� P.O. BOX.368
MAIERIALS OF J1�" UAWACRRatc
W_ 9" MAIR&S ARE PRONGED TO 1!
184' YVIDE COL. TIE-DOWPi APPL.
ORAINNC NUMBM
AD-TD-0254
SAFEZY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
PEO Wr MR 9WX KW= AID WO t
GD610mt"saEtnmORM
72
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
lj4' IARGE OPENING r24'
SEE NOTE 1
JIMYNW TW Ilk RL ll -wml 41n .' Ml mvnn
BRACKETS (SEE TE-DOWN SPACING TABLES-NORLAL
NO/OR ALTERNATE- FOR MAXIMUM SPACING AILOWED1
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMW OF 2'-0'
(24') FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOV8.'
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD OTICAL TIE -DOWN SPApNP,;
SO LONG AS, THE AVERAGE SPACING[ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE-DOYM SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL I -DOWN LOCATIONS.
4. SEE AD-TO-0001 FOR ADDITIONAL REWIREYENTS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
JgE'EtMPeN@; 'O
.
ENE8703571�
NAL
ANCHOR BRACKET AND TIE-DOPM
DEVICES ARE CERTIFIED BY OTHERS
Ay.
N077CE.` n+awi
TKSE SKanaW AND DFAUM ARE
owcHAL PROPOrTARY. AND C0410 M
YATMAS OF JACOBSEN YAWFACT"O
W_ %a YAmms ARE PROVIDED 10 7K
ROVED BY
INC. Tm
:.��c -r vcurmna�a►w
DA.- -
C.L.Y. I 5-31--95
TYP. SINGLE WIDE T/D A
I AD—TD-0300
73
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
n n n
COLUMN SUPPORT TIE -DOWN STRAPS. REOURED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN VADTIL.
MULR-WIDE FLOOR SHOWN
SEPERAIED FOR CLARITY
V V V V V v v v
[2j4' 14'
STANDARD VERTICAL TIE -DOWN STRAPS CR ANCINOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE— FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE —DOWN STRAPS OR MDNOR
BRACKENS TO BE 16TALIED A MUM OF f—O'
(241 FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS. INSTALLALL TIE -DOWN OWN STRAPS AS SHTANS DETAL �`��'�attCi'�JOF/���'Gi
NOTES:
• �Q•./y �� DAPIA APPROVAL:
t. LARGE OPEhENG ANY OPENING WIDER 1HAN MATC RE -DOWN SPACING ALLOWED. NE8703571 _ OVED BY
2. VERTICAL TIE-DO*FS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAp ,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE T6A OF
MAIOMUM TIE -DOWN SPACING REOmED ON TIE APPROPRIATE VERTICAL/FRAME ��', Fr' `�.. 1 5 1395
TIE -DOWN SPACING TABLES (SEE OW DEIATLS). '� /ti p ' a�' ��:
I INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATI INS. '�.Slp • p" E�G````�� ' �
4. SEE AD-TD-0001 FOR ADDITIONAL REOLdREMENIT
,iu fdaelT�Aa`+cYtulJ� _Dorm MowmJwain
DEVICES ARE CERTIFIED BY OTHERS
NOTICE DRAW By' DATE: REV. LETTER:
JACOBSEN HOMES THESE spconCATI S AND DAAUHM ARE C.L.Y. 6-1-95
OFMAL PR PWA". AND 0 WWTM DRAMNG TITLE A
®®P.O. Box 368 MWA_MM AO'ME TYP. MULTI-WDE T/D
SAFETY HARBOR. FLOR10A M695 KCPpR FCR 7= JS NO DUST It DRAM NG NUMBER
PHONE (813) 726-1138 KPI cwwTK mo soar m omw AD-TD-0310
74
ZONE I TIE -DOWNS
SEE DETAIL - 'A'
SEE DETAIL - V
SINGLE WIDE TIE -DOWN
MARRIAGE WALL -
OPENING TIE -DOWN
tEQUIRED AT OPENIN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
FRAME TIE -DOWN
DOUBLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE.:
SIMILAR To
I OPENING TIE -DOWN I
A k B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE ME -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCATIONS)
r-
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE —DOWN
SEE DETAIL — 'A'
SEE DETAIL — V
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WM 20251 ANCHOR, A DOUBLE FADED GROUND ANCHOR MUST BE USED)
1Y KLE WI ALL GROUND ANCHORS RUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3156 LBS. LIA)OMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 I/4' x .OV MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH SISD
CAPACITY MINIMUM) x I,S_ 4?ZS m ULTj&,w ,
I-GA.O agr�pc[Ty
Itl®llldflt
NOT
ENGINWA V�
0
1. SEE DETAIL 13' PAGE Q NOR MARRIAGE WALLf`2'S1FtC;�1
OPENINGS GREATER MAN 49 INCHES. & UP To W1BVTr�
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR
ANCHOR AND DE -DOWN PLACEMENT.
3, SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM STATE (?F
PIER CONSTRUCTION. ;•• S
JACOBSEN DOMES rmsE morICATWN4 AND ORARwcs ARE
MONAL PROMETARY, AND CWFO'JfTL41
UATERIAIS OF JACOBSTPd IIMWACIMNG
P.O. BOX 368 Wt SUQi UATERW.s ARE PROYM TO THE
SAFETY HARBOR, FLORIDA 34695 REMOT FOR 7TII'i` RCS NO tarsi BE
PHONE (813) 726-1138 WT CO CWTUL AND SEOT M OUM
RR 1 10-31-95
ZONE I TIE-DOWINS
AD-Zi -0001
LETTER:
75
ZONE 1 TIE --DOWN SPACING CHART
TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I -BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END.
SPACING
14' 166'
95"
0'
10 - 1 �
ZI- o"
14' 160'
95"
6'
10' - B `F
z ` - o l
12'
95"
13"
S'- 4-"
2' -0 if
12'
t 82"
0•
Cf
I --it"
-OR
12' 12'
82"
13"
off -(III
v_61I
12'
75"
0'
1 b-8"
2' " D''
12'
75'
13'
10' - S'
V -0" •
TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I -BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END
SPACING
14' 166'
95"
0"
so- 1424
2'-O u
14' 160'
95"
6"
6 " "
Z`- tt
12'
95"
13"
I'-8"
12'
82"
0'6
I —()It
12'
82'
13"
12'
75"
0"
8 _ 8"
V -0"
IT
75"
13"
2'-O"
TYPICAL [-BEAM
TIE -DOWN
VAIN FRAME I -BEAM
[END
I�NAUACING SPACING
ISPACING
SPACING
�ACINC
AONCI
ce
S1i�GLtWIDES t5� toUBLiewo S „n
NOTES:�
EIC • p o
��
DAPIA APPROVAL•
1• TIE -DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF
•••„�''
�� (�� Ar•• �L
APPROVED BY
THE EXTERIOR WALLS OF THE HOME.
2. THE ANGLE BETWEEN THE TIE -DOWN STRAP AND THE GROUND
` h0. 0484
2
0
MUST BE BETWEEN 40• AND 50' FOR PIERS UP TO 33 INCHES
:.*
I. , ^
�(�'+
;• •
STATE OF
HIGH. AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES
HIGH. UNLESS OTHERWISE SPECIFIED.
: Q
����FC'•:��ORiO�.:<������'"�'aAOiN°'�1ON06
� part
�''�.SrERED ENG�. ••.
JACOBSEN HOMES
THESE �� � �� ARE
DAI 10-31-95
ORANVIG nili
TIE -DOWN SPACING
P.O.Box 366
HE
Cle KQ, PROVOARY. AND CoNm PA
►umwa or atom UMNAtANNG
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
W_ WM MATERUIS AK PRMW 10 YK
RECPOlT TOR 91CM RF W 00 W 9 K
IVT COIf10EROu AID 5=7 nW OTHM
0RAN4IG NU9KR:
AD-Z1-0010
PAGE 2-
76
I
ZONE I TIE —DOWN PLACEMENT
TYPICAL I -BEAM
TIE-DONN
MAIN FRAME I -BEAM
NOTE /1�—
MAIN FRAME i-BEAU
lACNG1
CENTEREND .�..
SPA
CENTER
IIR
SPACING
CEN ER
SPACING
I AdNG
I A�C8+c1
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
nasi,v
.rn�nv
�r m.inu
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
SEE NOTE #11 -SEE NOTE #11
MAIN FRAME I -BEAM
MAN FRAME 1-BEAM
END IEAACI GI_ SPACING `I SPACNG IS,.,.Gl
1 1/
NOTES:
T SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
iun ur
�. �� . DoFO �..
TIFI�gr ,ley•.
• No.004548f •;
In '; '
STATE OF �
APPROVED 13Y
*404
OT
ON p
II V
Raau wast�+so uo��
tOSTAiKiOf AID aarm srNex ea,
JACOBSEN HOMESNOnC
TNESE sKanE:IBDNS MO DRAMM A C RR 10-31-95
MaNAI, PRMVARY,-AND 07'FWTK DUMNG TITLE;
N® P.O. Box 368 NATMAIS OF JACCM MARrACn�D TIE -DOWN PLACEMENT
Wt WOi HAWMU ARE PRW= TO THE
SAFETY HARBOR, FLORIDA 34695 PFOPW TOR �>C fl1K35 MO WST M ORATANG NUUKX-
PHONE (813) 726-1138 IVT CW=Au NO SEan iRDu ortom AD-Zi-0020
77
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.
BY a ol,
FEB 0 1 MO
INC.
rrM
JACOBSEN HOMES
P.O.
TKIC WCO �A�`:O tM1A..Kt.�C
raaaae7Ni, uo Cas�opnui
Y71AR41f �' ivaaw wwrAewr�n+a
"�' or,YA"'
I.T. 2-1-00
MY. uO„K
_
J`
DEISOt>aiaiut
ORAVOW WLE:
ZONE 1.INST.
\/r
BOX 368
SUM HARBOR. fLOR1DA 3 f595
,,uo, Y.Ipllf urc t�oNoco to iNc
RCwwr � tt�C�� AM KW K
J-1
DRAtANC KAISM
PHONE (727) 726-1138
16rt tavowtit as am Aw amm
- AO— ZI —0)00
78
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
� I �
/DORMER I \
co
iN
is
!Ll
TI
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(FUER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
EXPOSURE 'C' w 56'
EXPOSURE V 39, 16-
LONOTUDNAL TIES ONLY REQUIRED 0 EA HALF
OUTSIDE BEAM THIS END. EXCEPT FOR ZONE 3
EXP. V THEN 2 REOUIRED EA HALF
(IE d:E EA. BEAN, ETC-)
VERTICAL AND DAGONAL TIES INSTALLED ALONG
THE SDEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TIP.
DOlBLE WIDE TIE -DOWN REWREMENTS).
2 LONOTUDWAL TIES REQUIRED AT EACH HALF
INS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE 14ARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP KANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THLS AREA)
dN TES.4Q�r?P�SE•—�(J�"�i�OAPIA APPROVAL'G q�
� I. FOR QUAD SECTIONS. EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED N0. APPROVED BYp.,-
O
WOEPENDENT OF THE OM STRUCTURE. (IL SHEARWALS, TIE-DOINS, RIDGE -
BEAMS, COLUMN SUPPORTS. ETC... ARE CALCULATED FOR EACH umn-SECnCN.) — 0 _ 1 5
NOTICE: DRAW BY. DATE ItEv. LETTER
JACOBSEN HOMES
THESE sPEE>tleulolls AND oRAwxes ARE C.L.Y. 5-16-95
■ CRIONAL PROPMETART, AND CCXr1p TIA DRAWING TITLE
MATERIALS OF JACOM UANAACTURWC
„ P.O. BOX 368 W— M WAIDW.S ARE PRROYM TO THE ADDENDUM —INT. UNITS
SAFETY HARBOR, FLORIDA 34695 REaW rOR VECFX PJMM NO awl eE DRAANG NUMBER: QUADADD)
PHONE (813) 726-1138 IDPT C wwm me MacTROM otrm
79
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SALE AS FOR THE MAIN UNIT (RETU TO SET-UP
DVALS�
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE KAH VIEW BELO9)
ROOF PER111M RAIL -�
OR ROM BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
6' X LENGTH OF ROOF SSECTIONS
WAY BE OVERLAPPED 2 WL)
W/STARES AS SHWINL
INSTALL ROOF CAP PER SET-
UP MIN. OVER CALM. SM.
(SEE NOTE 1)
Vx 5' LAG SCREWS
O.C. (ZONES 2 & 3)
STAGGERED
L— 30 CA. CALM. STEEL STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " at MAX SPACING (TVP.)
���Illlllf /�
NOTES: ElICi`NEo" ��F '11 OARA APPROVAL
1. 30 CA GALV. STRIPS USED MAY BE WIND DEFLECTORS �O[Q�,G,S ....
• Q� '+•� r !' 13i
REMOVED FROM ROOF IN oRlGrut CONDITION No. Fa .2 Jr+ �'-
(Extt>'t FOR STAPLE HNaESI _ ;• ENE8703571 JUN 1 5 IN
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. 4@IQES IN THE DORMER AREA OF THE MAIN UNIT MAY INCE SHIPPED LOOSE AND INSTALLED ON SIZE AFTER 7
/ ' Q i V
THE UNITS HAVE BEEN ATTACHED 10 PREVENT ANY �,� ••. /.` 9 C • ' A4`a��Nava
TRANSIT DAWAGE AND TO ENSURE THE SHINGLES UNE-UP �,, F�,•:'�Di 4 .,.•G�� ���
FROM ONE SECTION TO THE NEXL
NO"M AA11 ILIiI DATE REV. LETTER
JACOBSEN HOMES WSE SKan"mm W N>µ� C.L.Y. s-ls-ss
rtlffn fMD01tm PIIOC@tTAR1, A. cfllatollty. WAMNG TIRE:
\I P.O. Box 368 uAnA a Ni ozi MAauFACnxa►la ALT. ROOF ASSEMBLY
SAFETYHARBOR.813) FLORIDA-118 695 ms� � oRAMANc NuueETt QUADAU02
80
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 S