HomeMy WebLinkAboutManual - AddendumFILE
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727)726-1138
� SET UP MANUAL ADDENDUM
0
IRPF
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JA;OBSEN
HOMESO
4 �
N
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
SCANNED
BY
St. Lucie County
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-01/10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
80 1
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD. THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR. SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING. COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0. WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME. THE DUCT SHALI NOT BE IN CONTACT WITH THE GROUND.
/DUCT SUPPLY OR RETURN
DOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE ALHDUT OF BT1/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT. THIS WLL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT 'NTH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESIICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS)L ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
Sj
JUN 1 5 ?M
INC
JACOBSEN HOMES NOTICE ARE GRAWN BD C.L.Y. JAIL'
rasE sPCanuTzza ANP NurN6 5-30-95
CNONN. PROPIRIART, Aldl cwwT1AL DRAWING TITS•
IN
MATERIALS OF JACIBSEN MANXACTNR IC EXTERIOR ABC DUCT
P.O. BOX 368 K SUW MATfNMS AllPROWD TO THESAFETY HARBOR. FLORIDA 34695 PIOPOR FIR VEOFr RFAP85 RD MTSf R DRAWING NUMBER:
PHONE (B13) 726-1138 I®T LTXFDDITm ND S[OQT NaM oTla6 AO—AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR QUAD LINTS IS THE
SATE AS FOR THE MAIN UHT (REFER TO SET-UP
DEIAXS).
NOTES:
1. 30 GA CAM STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF N OHGIM MOTION
(EXCEPT FOR STAPLE HOES]
STEEL STRIP MAY BE COHTNUOMS OR PIECED.
2. SHINGLES N THE 0=0 AREA G THE MAIN UHT MAY
BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSK TE SHINGLES UNE-UP
FROM ONE SECTION TO THE TEXT.
3D CA CAM STEEL STRIP
INSTALLED OVER UATNG LIKE
JOINT (SEE PLAN NEW BELOW)
30 GA CAM STEEL STRIP
e X LENGTH OF ROOF SSEcnOHS
MAY BE OVERLAPPED 2 MIN.)
W/$TARES AS SNO"I
INSTALL ROOF CAP PEN SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE I)
SECURED WITH 7/i6' X 16 W STAPLES
FULL PO6:TNATION INTO OECMIG
2 " D.C. MAX SPACING (TYP.)
)�PYGLSTE
N0.RFO
ENE8703571
3/8' % s• LAG SOEWS
18
' O.C. (ZONES 2 k 3)
STAGGERED
��BY�
JUN 1 5 -M
INC
JACOBSEN HOMES NoT70e • iLMaWWtlC �•_ LL^
1r 9COFIutxNS AND Ixwxx AIE ' C.L.Y. 5-16-95
■ PNUR14 PWOPN[INIT. AND 0R10IDITML OUWNG TTIL'
\I P.O. Box 368 MATTRICH AI JUARE YNLXAC70THE AL?. ROOF ASSEMBLY
K SOW YMTUM ARE TWOMWWD TO M
LiLLu SAFETY HARBOR FLORIDA26-11 34695 UTRECIPIENT FIR S[QX Nov NO M51ow g DRAWING NIYHR
PnoFE (eta) ns-tt36 cPtOOVIDITIPLAROsa¢TFTStINHOR QUADADD2
C
79
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/11ffRVF.R I \
LONQTUGHAL. TIES ONLY REARED 0 EA HALF
OUTSIDE BEAM THIS INI, EXCEPT FOR ZONE 3
DP. '0' THEN 2 REOURED EA HALF
(IE ONE EA BEAU, ETC..)
VUNICAL AND QAOONAL TIES INSTALLED ALONG
THE SSEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MADE
CONE00H REOURFMENTS
24' MAIDIUM SPACING 10 nRST SDWALL RE
FROM EACH END OF THE LN7 (SAME AS IYP.
DO.HE WIDE ff-DOMN REOUREMENTS}
2 LONOTLONAL TIES REWIRED AT EACH HALF
ADS DID ONLY.
MAXIMUM PIER HEIGHT FOR VAROUS ZONES
(ROU ALSO TO RDEWALL TIE -DOWNS MAXIMUM NO"
E0NE 2 ZONE 3
EXPOSURE 'C' 90' 56'
EXPOSURE •D' 39, 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
NOTES:
1. FOR QUAD SECTIONS, EACH IMBLE SECTION' OF THE UNIT SIMI BE DESCNED S '..Q` No. APPROVED BYP1
INDEPENDENT OF THE DIM STRUCTINE (IF SHEARWALLS, TIE-ODWIIS, FII(E- EN F"'^'
BEAMS, COLUMN SUPPORTS, EEC- ARE CALCULATED FOR EACH MLITI-SECnO7.) ,AJN 1 5 t35
NIP INC
•.� r•,• Cam. Nl"�wv.nW®ioe
'�''�,c`rSini���•.ENVN`��, gmA<AtwnowmnwMm
JACOBSEN HOMES N0710E unATN tlT:cxs u"'a —`
TIFSE sPEorlrAlAND DRAWS AMC.L.Y. 5-16-95
CRONIL. PROPWETART. ANDCM=ONMA DRAWING TITLE:
P.O. BOX 368 MATEMALS y hpCA'WCOBSEN t NO ADDENDUM —INT. UNITS
SAFELY HARBOR, FLORIDA SA695 W. SUCH MORN rM 7M NRT!$ NO=1 BE DRAWING NUMBER
PHONE (813) 726-1138 KEPT LO/ODIIML NO SECRET IRV NHOa QUADADDI
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 DISCCNTINUE
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)
APPROVED BY
ON SST 141N.
oM
NOTICE: MNnnn or: vw ¢:
JACOBSEN HOMES =NA1_FROP gNT.AND AlAN6ARE C.L.Y. 9-23-95
mATutm, or N[uAT AND "ACU&C OUMNc n1Lc W.H. VENT. SYS. B
P.O. BOX FLORIDAW_ SUCH AT RKS ARE AIMMIP 10 T$E
„ SAFETY HARBOR, ORI34695 q�i rm 7 O CS FU PO�SfM AND WM t GLUING NUMBER
PHONE (813) 726-1138 1VT OAWmm No Nov r NNOR AD-AC-0100
78
0.1ir X 1 1/2 MIN. J/U A J I14 M11\. L %P IIVJIALLLU JCL
NAILS OR 7/160 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
1 4' TO 3 4' GAP STRAP 0 480 O.C. MAX. SPACING
�I
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS INSTALL WOOD SHIM AT ALL LAG
TO 1/Y. INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
NDS01
AND FOR GAPS TO 3/4'. INCREASE THROUGH AND TO KEEP CONNECTION
)) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
( ALL DOPOSURES)
Leo ICIE
10POAXS
]/d X ] 1/2' lAG SOLII
30 GA. STRAP FASWO W/
7 r X I{ G STAPta;
B1to 2pt
DF99nS
MNOW NAINH Cr FASIDERS REOM
0.171- X 1 1/r HALS
7/LC X 19 CA STAPLES
MAN" SPACM
MAX IAAI SPAOIO
Y
Ir OLD.
2 1/4• aG
7
]
5
2
2
1r•
1T as
1 7/f OL
v
4
7
v
Itr O.a
r as
'r
4
7
]
]
Tr
fI at
1 1/r =
t
s
n
NOTES-
ENCIM APPROVAL
DAM APFWAL•
APPROVED BY
1. r WL Pl1m= 5 fFaum ON SLAAF] FOR WL amr SBMP.
Revised
J' 23 .O�
i MM 945 TO BE APPO) RLOI � P BI. OR RETOOL
(r X P X GAP aDn1 nL go �
ay 26,2006
2
�AIINC.
DR 0.YAOm LUY uYB F nTaDfss EgINS GAP eB1x i• X 4' IeL sRp
. ohn Ci. rxfe n. P �.
S Me MAXIM SIDUM HELM
r
� E:ngsrT�rincJ, S: TC
ttwnAa "AneAcmwollWe
tannnaaml ro vl en siuou.os
L sm am OEM Fm SLUM FLOORS RR AIR WL7UOOl
JACOBSEN HOMES
Tlei
WAIN BY. M.T.
1, 05-22-06
F0. LE17M
Elwwn PA Box ]an
.PAWIKolc
www"i "a cr ApAmm lw..MM AM°
INc 31.0 Know AK no cm m x
purls nnr
M/W FLOOR FASTENING
SAFETY HARBOR, fLORQlA ]4tl03
Knelt A son p=No No K
O1urC HU1H5t
PHONE (ai» 725-113B
WI OaFm14L "O sm I= Otea
AD—FA-DDD1
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 Rai/,
FEB 0 12000
JACOBSEN HOMES
)l07[C6•
m"ma umcs AM
ra=14
ulAm. er. M.T. uA,u 2-1—OD
,,..........
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at
NDVilaR AM CWIMSAIC
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ORAIU7C nnE•
ZONE 1 INST.
/7
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P.O. BOX
SAFETY HARBOR, FlORX1A ]I695
W_ a= YAIDDU AK NP.am TO x
mcma Im 1mo piem "a AW K
DRAAx1G NUMBER
.PHONE l727)72s-11]B
ml cvomlW"n Oem aal aoc¢
AD-ZI—OHN)
_
4
77
ZONE I TIE —DOWN PLACEMENT
jTIPICAL I -BEAM
TIE-ooxN
MAIN FRAME I -BEAM
NOTE /1-/
`MAIN FRAME [-BEAM
AAEND
SPIN_ISPIRTI_pICIGCENTER
CENTER
SPACING
N
CIACING
A
9'/�
DOUBLE WIDE TIE -DOWN PTLCEMENT
Op CENTER CENTER CENTER CENTER CENTER END
-
•�
rnun�
WAUW
S AUNG
;zm
TYPICAL I -BEAM
TIE -Dam
I
`MAIN FRAME I -BEAM
SEE NOTE ji-/ SEE N01E 0
MAIN FRAME I -BEAM
`MAIN FRAME I -BEAM
END
6PAON1
CENTER
SPACING
CENTER
SPACING
END
SPAONC
TRIPLE WIDE TIE -DOWN PLAC M NT
NOTES. .
1' SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS VADER THAN 49 INCHES.
%P �NZ✓. DpF�.,.
N0.0045494
• , 'STATE OF _ • *
c
'e
APPROVED BY
JACOBSEN HOMES NOTICE: IUW lf:-, DALE HEY. IETRR
n¢9E SPECYIFAWd AND DRAMM ARE RR 10-31-95
CRW'AL PROPRRTART. AND ca67"I DRAWING TITLE
„P.O. BOX 368 MATINS= OF 4ACOM UWACTMC TIE -DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 W-9jW ��ME Q
PHONE (813) 726-1138 MPT Cp( Lq MD XM R QM ORANWG NUYBFR AD-Z1-0020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
.1310 X 3 1/20 MIN. NAILS
B' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
DOIlBR APPROVAL:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS. S ab
John C. DDeden, P.L-.
K2 Enanaering, Ina
APPROVED BY
Aev'6ed
2006
00or
ON FO14MLlM AMC.I l•+
JACOBSEN HOMES
NO=uwA�
IIIX24Dy1 dNOWAN1CSAll
er.
M.T.
YAW
05�-22-06
HL'L YNRX
®
PA BOX
O 1
„q VAINU AM F6Rl6m To x
ORAYIC L,1L
M/W WALL FASTENING
D
u
SAFELY FLORIDA6e
16DTll.mf 11/m3110IIt4i
DRAWL MAUR
NE (sii.72r34695
PHONE (eta) T"2Fn38
07mEmIAILAo>®Q1TAY00�6
AD FA 0010
76
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
30'GA. GALV. STEEL STRIP— <
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECXING
(SEE CHART ON AD-FA-0001 MAX. SPACING)
al A • C TAW � RAIXC
FOR TRIPLE WDES --��
FOR DOUBLE WIDES -�
TRIPLE WIDE ROOF
INSTALL LAG SCREWS �I
AT A 45' ANGLE
STAGGERED
ROOF
OR
(FOR RIDGE
NDS01
(AM E ZXPOS VIES)
SEE NOTE /4)
CROSS—SECTION
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
PANVIW
—3/9' X S' LAG SCREWS
(2 1/4' SHOOTH SHANK)
SEE CHART ON AD -FA -MI
FOR MAXIMUM SPACING
Fill
^.30 GA. GALV. STEEL STRIP
-8' X LENGTH OF ROOF (SECTIDNS
MAY BE OVERLAPPED 2' MIN.)
W/STARFS AS SHOWN.
INSTAL. ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA, GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORIGNAL CONOTIDN,
EXCEPT FOR STAPLE HOLES.)
, a. ct»cV SEr RACKS
FOR DOUBLE WIDES
i--FOR TRIPLE WIDES
234'
FOR GAPS IN ROOF SYSTEMS -J ` INSTALL WOOD SHIM AT ALL LAG
TO 1/2'. WQ(EASE LAG LENGTH I' LOCA71ONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4. INCREASE THROUGH AND TO KEEP CONNECTION
LAG LENGTH/2% TIGHt SEE NOTE 2
CROSS-SECTION (W/GAP) c wA si o - s1.07
1 I/I• WL POEMIGN NIO REMV84 WOW IS FEUD FOR LAC SOEn
LOW SDK TO K WL M FIM SPF P YIN QI EEITOI
(r X C X DIP 1D)H MN sM
OSS CR PLYMOW MAY BE I= F MM13S EQUALS DAP VGDI, 4 X L' Wl SM
SIX OVER WALS LOW OMETA(l ROOF IRFRECIIOI
*0 NSTA ING A UG 90E7 KID A MGE EEAM. FBA-OI31 A 3/A' I1EaMOE
NME TNRQ)01 TIE FLLST ROCS BDDL SECOlO-0 A 1/4 HOLE DWWCW THE
RERIWIO ROLE RUM FM T1E MOM INWO OF LAG =K WISE DNS, ARE
FOR 3/8' LAD SO M ALLY.
Or MAM M SDEWALI I[IOR
JACOBSEN HOMES
Ellmo
P.O. Dot 368
SAFM HARBOR, FLORIDA 3/895
PHCHE (813) .728-1138
john C. Ek mii&n. P.L.
K2 EnginWrilig, Inc
Iles SFCW=IM AM ocAi AM
MWAL FLAL53ASr. AO DMLOM&
IIAW S ? AAD. M yANFACNM.
Nc 2= AUDSAO At PXN= N D[
M"WMD AAV AD KM AL
m4 awmFNI AA =" FAM DAm
M.T.
APPROVED BY
Revised
60
Hay 24,2006
ON MNC.
FFuEMR FIMRIO NON!
cwsr.ua,oN uw soen sraxou+as
ROOF FASTENING C
AD-FA-0020
vc
ZONE I TIE —DOWNS
WALL
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATION&) FRAME TIE -DOWN
SEE DETAIL - V.
SINGLE WIDE TIE —DOWN
DOUBLE WIDE TIE —DOWN
NOTE: I MARRIAGE WALL I NOTE:
C SECTION
SIMILAR TO I OPENING TIE -DOWN N A & B SECTIONS
SINGLE WIDE SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS I WIDE TIE —DOWN
FRAME TIE -DOWN ONLY. OPTIONAL AT SEE DETAIL - 'A'
OTHER LOCATION&)
SEE DETAIL - 'D'
TRIPLE WIDE TIE —DOWN
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TES AND
FRALIE TES ARE LOCATED AND SECURED TO THE SALE GROUND '
STRAP BUOQE WITH 2D25E ANCHOR A DOUTLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MHMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
DIPOSED BY TEE 71E-DOWN STRAPPING (315) LK MANUum
FOR EACH TE-DC M STRAP CONNECTED).
DETAIL 'B'
- 60'
TYPICAL TIE -DOWN STRAP (1 1/4' X .W MUNTI N
/ DNK COATED STEEL STRAP. OR EQUAL VAIN 315o<
CAPACITY MDLUNM) x 1.5= 47ZS'A ULTIMWrF
LOAo 04rACrty
PILL DOWN TIGHT TO ---/
=NO ANCHOR DETAIL 'A'
NOTES: INDI, �F
%1. SEE DETAIL'S' PAGE 4 RCR MARma WALL / .�41' 1. 2'I1FIC,��
OPENINGS GREATER THAN 49 INCHES. & VP To I -I -6^ 7TeIBVYgqp¢y/
2. SEE TIE -DOWN SPACING CHART ON PANE 2 EDR s PM. RD. C03545
ANCHOR AND TIE -DOWN KAa*N .
3. SEE DETAIL *A' PAGE FOR TYPICAL I -BEAN
PIER CONSIRUCMLL vzo•=. STATE OF
[N1H INC
m=m= OIVlr6
FFOR - BY: DATE
JACOBSEN HOMES 1145i9E011G11DISNO7TCFME DRAWRDSAIS RR 19-31-95 REV. LEM
■ DwDRn. PRuvw[VAr, um oaocgna ORAMNC nnE
�K]P.O. BOX 358 IWie n A¢ o ZONE I TIE -DOWNS
SAFETY HARBOR FLORIDA 34695Qpg1 Apr RFy� AM WO BE ORAWNG FA1MBDt
PHONE (813) 726-1138 WTCOWMTKmes mRimmum AD-Z1-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (10L Y OVERLAP AT SEAM) CENTER OR MA71NG LINE
SECURED WITH I8 X 711V HEAD X Y FILLY THREADED SCREW
AT EVERY MB (AND ON BOTH SHIES OF M WITHIN END ZONE)
RIDGE CAP
X 7/16- HEAD X Y
FULLY THREADED SCREW
I (NO MORE THAN 12- O.C.)
I .I
I
0
I� I
�I
o�
a
i
I
i
uj
1
I
B
ASPHALT IMPREGNATED
m
91
SEALER STRIP BETWEEN RIBS
I
I
1
OR CLOSURE STRIP RUNNING
I
c�
ENTIRE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(Ai Lam)
`30 GA GALV. STEEL STRIP
5' X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED Will 7/1C X 16 GA. STAPLES
FULL PETETRARON DRTO DEOIONG
(SEE CHART ON AD-FA-0001 YAX SPACNG)
SEE OTHER DETAILS FOR CONNECTIONS BETWMN SECTIONS E
STANDARD 7/16. O.sa (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA MU STEEL VATH r all MIS.
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
TO HELP AVOID OVER DRIVING. IF SCREW 6 OVER DRIVEN
ANOTHER SLEW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
APPROVED BY
Sep 10,2008
N ANC.
FEDe I FMVKD ROLE
WRSIRUM0HMDWMWM0MDS
JACOBSEN HOMES
Roza
,� NommI RArs A.
013MUL wiff K AID 001mILll
"o D.M T.
w�o
OB-25-08
RK��
pq� 718E
P.O. Ii0X3te
Wes""" LiA°""c
METAL ROOF RIDGE CAP
—
SAFETY 3)7�zs6-113em�
m 6LCI MATFAMS A[ Ids TD TIE
°PLC
mcmIlummsmFo'mcm
AD-FA-0021
74
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED'FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
m
AIN 1 5 IN
INC
NOTYCE mml CT. UAIe LR .I TT'Jt
JACOBSEN HOMES WMAL0Wlp OCI = AL 04 ApDRlOMMC.L.Y. 6-5-95
IAN S NmPRNlenAax A
wTIMMS OF MUM MWACUPC M/W ROOF SEALING
DRAWING IRE" P.O. Box Nt 30 NANNAEf AR PAM D TD D[
SAFETY XMBOt, FLORIDARI3+695 WeanR Fa V=PJMM AM Mal a ORAVMG NUMBER
PHONE (Bu) 728-t Tb W? C WMPA NO SM nKM DMOM AD-FA-002-S
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
OEIULM WORT TIE -GOAT! STRAPS KAM AT WANN LOCATORS
ON EACH SIDE OF OPENINGS GREATER -THAN 48' M VVTTN.
YULE -VIDE FLOOR SNOYN
SLPFRATED FOR CARTY
24' v L
24. STANDARD VERTICAL Tt-D01N SI MS OR NOR
BRAOETS (SEE TIE -DOWN SPACING TABLES -NORMAL
NO/OM ALTERNATE- FOR MAMN SPANS ALLOYED).
ALSO SEE M07E 1
STANDARD WRTGL TIE-DOYM STRAPS OR ANCHOR
BRACER TO BE INSTALLED A VAX= OF 2'-O'
J�j FROM EACH CND OF IRE UNIT.
FOR TRIPLE WE AND LAROA UNIT DEM INSTALL `rpAalll dPPi .
ALL ME -DOWN STRAPS AS SDN N IRIS DETAL �``` N C. 1)
NOTES- F'•.,2 L DANA APPROVAL
a. o
I. LARGE OPINING - ANY OPINING VIDEN THAN MAX TE-DOIN SPACING AILOVEA i XNE8703571 OVED BY
i AERRTCAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE-DOYN SPAGI
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / D ) DOES NOT EXCEED
ME -DON 7E ACING TABLES ( SEEMED ON 71IL APPROPRIATE VERIICAL/FRALE �, / 6 q 4�z. 1 5.10
TIE-DOIN SPACING TABLES (SEE OVER DETAu) N 1( A
' F •. A.. '�.,.
1 INSTALL FRAME TES AT ALL VERTICAL TIE-DOYN LOG110N1 ,'''�.�5/pNAI ERG•,``` �" '"'^O�� I�
4. SEE AD-TD-OOM FOR ADOTONAL REOIAAEMENTS 'ArNQidRByNM4kj tE-Dore+ "0 �0MO
DEVICES ABC OERTM BY OTXCRS
Nonce DRAWN BY: DAIS -REV. LETTER:
JACOBSEN HOMES FIWT
401 T06MDDRAW=AM C.L.Y. 6-1-95
PKPWARY. AND CMMOM4L DRAWING nnL. MULTI -WOE T/D A
P.O. BOX ma S OF AACOBSN UWXACBFaND
\I RAIOW An PRm" W IRE DRAWING NweCt
SAFETY HARBOR FLORIDA 31695 Fd rm MPD45 No Mal RE
PHONE Neu) 726-113B Danu A O soxr lml DDn AD-TD-0310
8
73
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
24,
F-y I tARFf oaamlc
sEF Na1E 1
I ^ ^ ^ ^ ^
STANDARD VERTICAL DE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TARES -NORWL
AND/OR ALTERNATE- FOR MWW SPACING AILOWD).
ALSO SEE NOTE 1
NOTES:
I. LARGE OPENING - ANY OPENING WADER THAN HAIL TIE-DONN SPACNG ALLOW
2. VERTICAL TE-DOWNS NAY EXCEED THE STANDARD VERTICAL RE -DOWN SPAONI
SO LONG AS, IXE AVWGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE
WAXDIUM 11E-DOWN SPAONG RECURED ON THE APPROPPoATE VERTICkA WE
TE-DOWN SPACING TABIES (SEE OTHER DETALS).
3. INSTALL FRAME TIES AT ALL VDUICAL TE-DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOIINENENTS
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
RACKETS TO BE INSTAUID A UUWM OF 2'-0'
(141 FROM EACH END OF THE UNIT.
C.
ENE8703571".
ANCHOR BRACKET AM TE-DOWN
DENQS ARE CERTM BY OIHM
BY 1�-
1,N 1 5 ISW>'S
INC,
JACOBSEN HOMES
NOTICE
ncsX SiL�U11ars
DRAWN BY: DATE
. C.L.Y. 5-31-95
HEY. LETTER
.
,I
P.O. BOX 368
AYD BRATW$ ARE
ORDWA` ' AIO RarNLNTUE
NA1W OF aCoaaN NUArAcnwxG
W 41D1 YAl1flAl5 AM 1R01YED TO ffi
DRAWING TITLL-
TYP. SINGLE WIDE T/D
SAFETY NE (813BOR. FLORIDA726-11 J4695
PHONE (B1J) 726-1138
aaort ra mat<1V8�A!0 YrsTa
DUVd GNUMBER
I®T ALIA3YNIVL APO SCIQ SIGN @T1
AD-TD-0300
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
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)
ISM
JUN 1 5 T595
INC,
JACOBSEN HOMES NOTICE DRAWN 87: DATE: PEV. LETTER
ras sPEalaTlas NO DRAWIRs ARE C.L.Y. 6-5-95
m
OaaNAL. PRO ETANT, Alm RxAOCOM41. DRAWING TITLEP.O. Box 368 YATIMALS OF AACwYN YAMRAMIRNGM/W ROOF SEALING
SAFETY XARBOR, FLORIDA 31696 Act Im qM� ilm YT R DRAWING NUMBER
PHONE (813) 726-1138 WT CmfmINL AND Y02T TROT OTTERS AD- FA-0026
72
9
SHIPPED LOOSE HEARTH EXTENSIONS
TYPICAL WALL
NRARTN. INSTtlAAnnN•
I. RDIOME ANY CARPET AND/CR PAD FROM LOW THE HEARTH EXTENSION AREA
2 KFECT THE IVAL FLASHING N DE HEARTH AREA TO NAME THAT IT HAS
BEEN NSTAIIED (THIS FLASHING AST BE PlACFO ON THE FLOOR TO PROTECT THE
AEA'SETTIEFN THE FIREPLACE Alm THE HEARTH}.
1 LOCATE THE WAIN EXIFN9CN (SPED LOOSE N THE WOVE) AND INSTALL I'MCIONG
THESE STEPS
A CARMY PEACE THE WAIN EXTFNAON N THE PROPER LOCATION N FRONT
OF THE RRERACE ASZG Y.
B. SEOFi THE HEARTH DRDSON TO THE FLOOR W/ 4 18 T 2' WOOD SCEffi
C. FILL THE AREA BEIMEEN THE FACE OF THE FLEPLACE Alm THE HEARTH MEHmOH
11TH A NOR-COII&15TABLF CALLIING ON MORTAR
D. OR FOLLOW THE "IN MN6FACILRERS NSTROCTIONS FOR 04STAIUTIOK
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE)
WOOD TRIM
FACTORY INSTALLED FLASHING
m
'm INC~mu®22 a 1995
—"
Rrmuro,NRSNmssravo
NOTICE . lc�iuc
JACOBSEN HOMES CumsE AGN L. PFJW Raa An 6WO /AC C.L.Y. 6-16-95
aaawu, PRWnTrrar. MD ACAMGMIK DRAWING TITLE'TITLE'P.a BOX 368 SHIP -LOOSE HEARTH
MATFAul3 Or U8411 C0YNWAITAOAEm1O
\I We sua "lu s An PROMI4A To THE
SAFETY HARBOR, FLORX1A 34695 IQWM ra rm mmo Am "T K ORAMNG NUMBER
PHONE (N3) 726-1138 NPT CW WrA Na SOUP FRa 0110a AD-FP-0001
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COJAN'A'
SEE TABLE FOR MAIIAAI SPAN FOR Ca01N5'A' OIt V
•e Cana V\
�Coum
I APPROVED BY
SEE TABLE FOR 14AM M SPAN FO2 CMUM c CR V _
SEE TABLE FOR SPAN Ea. i SEE TABLE FOR MAX. SPAN FOR CCL rl
INC.
FEDSMMARLIFACRIMEOHDIVIc
IIOVAND S:FETY STA'DANDS
MAR D 3 1B99
C4N01 i IXAlI101 Y COWH'C
SEE TARE FOR UWM SPAN FOR COLUM i _
MAXIMUM ALLOWABLE SPAN
TYPE OF ANOMRNG REOb
(SEE A AD-@51,
COLOMRS •A'. V, V OR Y:'
CaUfS •B' OR 'C
COIAN 'F
0-70-M AND
-AD-1D-02q -
ZONE 2
ZONE 3-
ZOHE1
20FE 3
20FE 2
ZOPE 3
SEE NOTE 1
DOP. V
UP. V
DP. V
EXP. V
DIP. V
OP. V
DP. V
EXP. V
DP.
EXP. V
EAP. V
EDP. V
2 - 31501 ANCHORS
31-C
25-G'
29'-C
20'-4'
V-4'
25-V
29-4•
20'-4*
3Y-4•
25'-6•
29'-C
2C-4•
1 - 3150A ANOIOR
16-6'
1Y-10•
14'-i
10'-Y
IY-6'
1Y-ID•
14'-Y
10'-Y
Ie'-6•
12'-10'
14'-7'
10'-Y
1 - 40001 ANCHOR
2Y-B'
I6'-4'
HF-Y
IS -Or
tiF-W
16'-4'
HF-Y
1Y-0'
2Y-8'
i6'-C
16'-7'
13'-0'
�. CALM AvH '
r\L1411111Qr,I,IN...IA,
FR • DAPIA APPROV Q 3 y
NOTES.
c�(�1 STEgF.�!
:..
1. SEE AD-TD-0251• AD-TD-0252 AND AD-TD-0253 ;'Q� No. a •• APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS. _ 910334
2. SEE AD-70-0001 FOR ADDITIONAL NOTES ON ANCHOR'N
INSTALLATION.-
OFF
�: STATE
NOTICE ORA ` M.T. DATE.2-9-99 fEV. IETRR
JACOBSEN HOMES mxwcagwa An IX61INL9 ARE
auaLA. PAWIKURr, Alm 1A WOK ORAMlNC nllf:
M7MALS OrWID E COL. TIE -DOWN APPL
P.O. BOX 360 WC 91a1 M�TOWS N¢ IROVW M IK
SA7=022,)?O1195 KLNpollm w D5�AE `AD-iD-0254
6-35 NI OM�OLNO s&W r GUM
10
71
.ADDENDUM
COLUMN TIE -DOWN APPLICATION
.E OF RESISTING
WORKING LOAD
OF 40DO / MIN.
LINE OF HUITI-1RDE
FLOOR 11 FLOOR
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 SPEGIFICAmm FOR
STRAPPING, FLAT STEEL, AND SEALS.
� ti1,, _ -
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
11111111II
1.. ALL ANCHORING EOUIPMENT SUPPLIED �`� � 1.�• �oFQ,i���i DARA APPROVAL �GESTEq� .F.y s E
BY AND INSTALLED BY OTHERS- ON SITE. 2 No. p'•, PPROVED BY
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING Ni ) B jffi t 5
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �• -py' - INC
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %90 /,�? �%( 44"�:
NIP
OF EXTERNAL STRAPS OR CABLES. % 'C ' •OIA a'��� • �\ .� IamlMDoulornmMRaAls
N0710E 1j IDIHHF6 DATE: REV. LETTER:
JACOBSEN HOMES MMLR. iGiDN$Mppg1,INSAg C.L.Y. 5-25-95
a4mw. PAaPRr,Ntr. AW tVlOO11VL
°A"1°'P GF'" "R"'%r"D"10 E oRAMHc n>� COL TIE -DOWN APPL.
N
P.O. BOX 368 TIC WIN Y41EAl1S NQ f9919%D 79 11[
SAFETY HARBOR. FLORIDA 34625 RaeG ED gtDlc RY4'� ND Yo r piAMVG MNBCR:
PHONE (BiJ) 726-1138 191+T IM7%%IW RG 93A[71RDI RIM K AD-TD-0253
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 -I 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 RED
-NIOR 2 5 2003
HINC.
FEDERAL MANUFACTURED HOME
CONST RWTION AND S4FEIY STANDANUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
70
TRUSS SHEATHING
APPROVED BY
INE:,Lc.
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH.
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
SIDEWALL
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
THE 01'ERNANG OUTLOOKOM (PURUNS). ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
i
HINGED TRUSS
TYP. OUTLOOKERS
3/8' EON. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SNEARWALLS
(APPUCAOLE TO ALL SHEARBALLS)
(18- X 14 1/2- MADMUM SINGLE OPENING SIZE IN TRUSS SWATHING)
NOTES:
1. 3/6' NIL RATED SHEATHING FASTENED TO ROOT TRUSS PITH 7/16' X
1 1/2- X 16 CA IOL STARES 1 1/4- O.L AT PANG EDCES AND 3- ILL
Al ALL FRAMNO REUMS. (NO CLUE REMMI D)
MARRIAGE WALL
3/8' SHEATHING TO BE INSTALLED ON -SITE
K2
WINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVED BY
INMAT I
:F_
PINC.
Im
I
fFOERALMANURLCTIIRED HOME
CONSTREM;TpMAAQSUMSTANDAROS
N0TLC E: ORAYM BY: DATE: REV, lCT1ER:
JACOBSEN HOMES TREY wmffwAnamS AND DRAANGS ARE R.R. 4-27-98
ME ■ ORCHAL PROPTARY. AND CONMNIW CEAHNG n1Le - -
P.O. BOX 368 MATERIALS OF JACOBSON MANOFACIUROW
WC SPIN MATMALS ME PROVIDED TO THE TRUSS SHEATHING
SAFETY HARBOR, FLORIDA Ja695 IIEOPIM7 NOR "FTC PURPOSES AID MaT H DRAWING NUMBER: PHONE (B13) 726-7136 Wt emr1mla "a scan IRON ONERS. AD—HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
NNE OF MULTI -VIDE
VERTIM TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE k 0.035-
IN THIIXNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING PATH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCH,O,R,. (3150#)
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
A710J.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
No. ''o':A' s PROVED BYE
JUN 1 5 M
4 g INC
NOTICE -Inwm or. Nn�c nc.. ¢uvc
JACOBSEN HOMES Dmwemaame AATO115AE C.L.Y. 5-25-95
A. PRGPN[7AAY. AND DORtal�L DRAPING PILL' OF +F
Box UWACARING
'I PCOL TIE -DOWN APPLPamaWrofi� Caa� FC 9AI YATEAILS Am PINAM TOM IXNAPING NUMBER:
�PPHHHARBOR.N613) nb�-1-1138 695 KEPT COF�mIDAL �11�A11 � — AD-TD-0252
12
11 69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
la[•'n1:7
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 315D I INN.
O ANGLE SHOWN.
ANOiO S INSTALLED 24' APART
MARRIAGE LINE OF INL1I-WIDE
Ul
%
1 1/4- WIDE s 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.
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
NOTES:
YO
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
NO.RFO
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _
ENE8703571
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
'•
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
� �LN'•�A`.� �'�
OF EXTERNAL STRAPS OR CABLES.
�., F,p„ .•.....
AFF _ . VED BY r,,L,,,-
*I 1 5
N INC
r�
ROAR YMAAC111®M1[
AnOIwATaR9aVmman�
JACOBSEN HOMES
NOTICE
TMIX SCQMn0Nf
ORAVM BY:
C.L.Y.
DATE
I5-31-95
REIN IE7TFA
P.O. BOX 368
E"
AND DIIAIDNS AE
VRWWAM. AM wa1oOMAL
DAIWHS OF ACOBSEN MA"ACT"C
WAIVINGBILE•
COL. TIE -DOWN APPL.
Oppmml.
K 9A1 SAIDWS ARC FROMM TO n[
SAFETY HARBOR. FLORIDA 34695
R601f ra 9 .. RD .. O
GRATA NG NUWBDt
PHONE (B13) 726-I I3B
I®T CWMR4 ANI SE013 n= ODOQ
AD-TO-0251
NDS01
HINGED ROOF DETAIL
RSTAFI(E OF TRATTI TO RAaSE W Rio➢
mm Pmnul TD SET -LP Posm 6
APMX 22 1/C.
In NNO mw mm SY3'DNANaT"
LPOIANI'A OEV 0 N VX THAN 12 FEET
APART. LDGE WW PINTS RDN X o,
BD CF ROOF SECIKK AND AVOID IF= 01111
2FEETCFA911EIII HRNRA.
HINGED ROOF IN SHIPPING POSITION
LNQD KIM POST 10 MM RK
6 SPF p F➢Sn I= POST TOP RAN.
.002r%OMSCI00R3-P2r
am
HINGED ROOF IN SET-UP POSITION
REF. CALC. PG. C-RF-223.0 - 223.6
NOTES:
DAHI1 A INN w
APPROVED BY
1. BIA2 RAND ROOT STCBOL N THE RR9D POSITION GM 519xxNIG HIM
KNO mm KID Pam
d .b
J1A11 O6e 2006
.lDht± C. Doeclen, P.E.
I N C.
%<2 ErIffmorwi, Inc
FFDFRM NANILACTWO
IINr
CDKSTRURION AND SAFETY STMDMDS
JACOBSEN HOMES
➢lS�7G1MA.x7A�
DRAW BY;
O.A.
DATE
06-02-06
REV. LEM
au Box We
171OIH. RlafaT41; MO OOBmFDIl
WiDWS 6 U®1 YYIfACWNIC
W. as wlLrws A1E I�omm to �
ORIIIRTC AIDE:
HIN ROOF DETAIL
SAFETY I FLOPoDA 34895
QiDQaIwgK=r=u m=mmwm.
WYMMLWBM
(8QlL.
PINITE (813j 726-I I3a
� L9FOBIEFL AID SmEf:ADI ODE76
AD HR-0002
69 13
HINGED ROOF DETAIL
U10D1LAWENT TO BE OWED r IRN.
ON BOTH SECTIONS OF HINGE W.
FOR WIND ZONES 2 AND 1
RAISE EXTENDED SHINGLE AND UNDFRCAYMT ka-
AND A YIN. 4 1/2' WIDTH OF ROM CEIENT 10
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HNGFD
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK BOW 2 X 6 -
OVERHANO FASCIA BOARDS AND SECURE NTH
3-08 X r WORD SCREY5 EACH SIDE OF GAP.
APPROVED BY
Revised
ov 30,2006
A ]INC.
FFOEIUL YMYFACNRE� MUTE
CplSilillCilb111M0 SAf F115TMpppAS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTES:
1. BRACE PAID ROW ACTION N THE RAISED POSITION BUM STNIIIRG TINGED
KING POSTS NIO POSITION.
O
1 I1 /zs/ob
John C. DOOdW PJI
K2 Enginaff M
WNDZONE It
(110 um)
ALL E1IPCISURES
JACOBSEN HOMES
NOTICE.
7RC;6RmRIEUM,10DMrIC51$
DRANI TIT.
D.T.
DA7D
)o-oz-oe
REV. LETTER:
PRB Box
tli17NdL FRafa7ARX AND mNXOMAL
YAMNALx a Awam AANILW"Im
DRANNG Him ,
HINGED ROOF DETAIL
n
SAFETY HARBOR. IXNJ4693
FLORIDAM
SUw MAICRU Ae PFMWM ID>w<
ISDIOR AN NIM RINmx AD 1161 [
i-1
Dial" IAOIBFR
PHONE (613) 726-1138
ml cx.mmu me 9mm Ira gom
AD-HR-0003
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' CQULLN 'B•``
r
_ SEE TABLE FOR YAI(IWY SPAN FOR COLUMNS 'A' OR ro'
T
'C' COLUMN U'`
/L7%lA1N
_SEE TABLE FOR YAAYUY SPAN FOR COLUMNS •r OR V. I -
I
SEE TABLE FOR SPAN CGI. F SEE iA1LF FOR YAX SPAN FOR COL 'G
tauuN 'E CaLuwl 'F tauvrf 'C
SEE TARE FOR YAYYW SPAN FOR COIUYN F _
r-
TYPE
MAXIMUM ALIAWABLE SPAN
OF ANOIORNO REpb
(SEE AO-ID-015L
AD-7D-p:S2 AM
cauvxs 'A', V. b' OR 'E'
caurpn ro' OR 'r
COLUIN F
AD-TD-025])
ZONE 2
ZONE J
ZONE 2
ZONE ]
ZONE 2
ZONE ]
SEE NOTE I
EXP. 'r
W. ro'
W. 'C'
E1�P, ro'
ENO. 'C
FXP. ro'
W. 'C
ENO. b'
DP. 'C
ExP. ro'
ENO. 'C'
EIP. 'D'
2 - 3I501 ANC1oR5
1)'-0•
29'-6'
D'-9'
2Y-Y
/]'-D'
29'-6'
33'-9'
9•-Y
13•-0'
29•-6'
3Y-9•
23•-Y
1 - 3I501 ANOIOR
E277-r
1/'-9'
16'-10'
If-10'
21'-6'
11'-9'
I6'-1�
11'-10'
21'-6'
11'-9'
16•-10'
11'-10'
1 - 10p01 ANCHOR
9•
21'-5'
IS'-0'
2Y-]'
IB'-9-
21'-5
15-0'
2Y-Y
I6'-9�
1f•-5
IS'-0•
��
�� ����
DAPIA
APPROVED BYE,
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-025S
FOR SPEQFlC INFO. ON ANCHORS.
� ) 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
4/
loha C. Doeden, P,�;
15133 C. R. 22
a�a„A.a.owLRa•ow
Goshen, IN 46526
JACOBSEN HOMES
NOTICE
nascsF[onumrsARADIURN6ARE
DRATM Y.
C.L.Y.
DATE.
5-31-95
REV. IE17FR:
mA0N11. PAORATIAA; 40 D]N10011VL
YA7FAAI3 a ACOBYNuANrAOTx✓DD
A
DRAINING RM
TIE L.
Old P.O. Box ]se
COL —DOWN
SAFETY HARBOR FLORIDA 31695
.c siw YA1p1YJ LAC NAoxom ro OS
AfD'DII fd s[onc RiFm1 A•0 YAl r
,!-.i`
piAMNG NUYBFk
PHONE (BiJ) 726-1138
L�r mrminK uD sca7 rsu Fna¢
AD-TD-0250
14
67
SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
IZ:AL-I
IF FACTORY INSTALLED 57RAP IS NOT LONG ENOUGH•
IT NAY BE LENG7HDIED BY USING A OW SEAL NTH
A WORKING LOAD OF 3150 POUNDS.
�o
DIAGONAL FRAME
ANCHORING EQUIPMENT
CAPABLE OF RESIS71NG -III•
THE WORKING LOAD
REQUIRED ON THE I=
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I I.
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED. USE VERTICAL
TIE -DOWN TYPE 1• FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' NOE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91•
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
.�`� 1. TI/ ,,,"'•,,
NOTES,
`W ... •.
..� L
DFAA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE-DOVIN STRAPS, DIAGONAL
:.PRMAtrE
• �G Ot
Q' N0.
FRAME TIE-DO%YN STRAPS AND ANCHORING EOUIPMENT
910334 •:
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
�.�.. -
*
APPROVED BY
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
'. -
' STATE CNF .4 a
REVISED
3,96
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERSWHERE THE ANCHORING
THE
YCABLES STEM E(SEE ERADUS
''''IIIIjVjAL
NIP(T\�•` N1�
I C.
EP).
OF EXTERNAL STRAPS OR CLS
%
JACOBSEN HOMES
N0710E
IM.SLSPEOndnOMSINDDRAn'4SARE
DRAANTTY: -
R.R.
DATE-
10-05-96
REV. LETTER
®
®�
P.O. BOX 3611
WONAL PRDVKTMX AND Caffmr.1L
NATDMLS OF JAC09%N NNAXACi G
WY SOOT YAIEA' ARC PROVIOM TO
DRAWING TIRE'
ALT. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-1133
NNE
REORM rm S;aX NIO1Ta3 NO NISI 0
CO3WrA
ORAWJIG NUMBER,
IV, AO MGWI MW Doerr
AD-TD-0210
INSTALL ON SITE 15$ FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15j1 FELT TO ROOF PEAK
ONE-PIECE SHINGLE
UNDERLAYMENT
. 2 MIN. OVERLAP (TYP.). a
1 I 1 I ................... Ui
-6' MIN. TAR AS OWN
..(APPLIED ON SITE
SEE NOTE /3::::: .
............................ ..... . .
1--1 --1 3' MIN .
I I I 1 I SEE DETAIL 'A'•�.• �
1 I I I
I I l i t 1 1 o
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15# FELT AND SHINGLES.
DETAIL. A
N 1. CEMENTING OF 15j FELT IS NOT REOUIRED W ANY AREA EXCEPT MIN N07ED.
2. FASTENING OF 154 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) .
3. EXTEND THE FIRST LAYER OF ON SITE 15% FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER RE LAST
COURSE OF FACTORY INSTALLED SHINGLES F HMO TO MAINTAIN THE 6' MIN. OVERLAP OHM 7HE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HL-D001 (NTH SPECIFIC END PANEL LAYW7 1
AD-HR-ODOZ AD-Ht-O= AND AD-HL-DOD4.
WINDZONE III
(110 MPH)
ALL EXPOSURES
BY
SEA' 2 2 W-1
INC.
NO"D$m
OIL
JACOBSEN HOMES KR• �II�
„� � ,,,D �� „� M.T. 9-20-03
WGIN& PRWRIDARY AND COIFEDRIAL DRANK TITLE SHINGLE AND LMEMAY19NT
„ P.O. BO% 36B MATERIALS OF AINN DO MAIIIFAC7URING
MRQ SICI MAa7TAS ARE PRO%= 70 TIE APPLICATION ON HINGED SECTION
SUM HARBOR FLORIDA 34695 RDSDR Fat 31= A!O= AA MIST BE DRAWING NUMBER
PHONE (B13) 726-IIW WT EDP ODMAL AM mu mM amm AD-HR-0005
66
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO —
HINGED RAFTER WITH #B X 4' SCREWS,
6.1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16' X 1 1/2' X 16 GA,
STAPLES INTO EACH 1� O.C. RAFTER 'ANO
3 1/Y O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NDS01
NOTES:
I. SEE AD-HR-0007 FOR INSTALLA11ON OF UNDFRIAIXNT AND SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL WINDZONES
ALL EXPOSURES
20 PSF ROOF
CRC - 167.01 - 167.02
JOhn 0. uoodWI, F.E.
X2 ERg0wrwip, IFIC
APPROVED BY
Revised
LLA I
JNmC09 , 2006
FMRU'KOME
COIR111YCIAl1 am Lim S "I"Ill S
JACOBSEN HOMES
N07C
YtaxAOOKS
�'" °Y`
O.A.
°"'° 06-06-06
"`Y'�'� -
P.O. BOY 366
AIC oaAWxs ARE
mo
aaoAK NaItIA1N, ANO COMLIIIIML
WIOOMS Cr AT�SLK MAl11fACL
DIIAWNG IIIIF:
PEAK
11C SRQI WATT IALS AIR rROM M M
INSTALLATION DETAILS
SAFETY HARBOR, E(727 FLORIDA 34695
PHd1E (727) 726-1136
ICDvp01A vm firm AND "I C
IM
DRAWING MRMER: ,
CWDDM4 W =11 na 0R
_ AD-HR-0006
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(31501 WORKING LOAD)
x
3
�o
VERTICAL TIE -DOWN
o
TYPE 1, FINISH B,
mQ• GRADE 1 STEEL STRAPPING
e 1 1/4� WIDE h 00
`•1/ IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME NE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91,
O STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RADIUS CUP
I I� I I I -III -I I I
I I III —III— RADIUS CUP MUST BE INSTALLED ON
_ ALL TIE -DOWN ANCHOR BRACKETS.
ANCHORING EQUIPMENT —III I I I -I I MI I (INSTALLER TO FABRICATE RADIUS CUP
CAPABLE OF RESISTING -III-I I I —III— BY PLACING A STRAIGHT 3 LENGTH OF
THE WORKING LOB 1 IN X HORS' TIE -DOWN STRAP
REWIRED ON THE �— MATERIAL FORM
IN HE CON SLOT AND BENDING
TIE -DOWN SPACING -I I I —III-I I 70 FOtY 111E CONFIGURATION SHOWN.)
DETAILS
TABLES
S CUP MUST BE DISTALLED TO PROTECT
FOR TABLES) SEE OTHERI I III —III— THE IAIEUDOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS FOR ANCHOR ANGLE. III —III -III I I INSTALL THE TIE -DOWN SEW THROUGH THE SLOT
IQNN THE BRACKET OPT �` THE RADIUS CUP.
-111—
ASVVTp 11I I 111111 / pA�A
S'TDoFo
NOTES: EaLO OVANQ O •, DARA APPROVAL
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME _? T• ENES70357 - ROVED BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL E re v
BY AND INSTALLED BY OTHERS- ON SITE. TLCT F/ OE :'� JUN ) 5
19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O.r•'. �i L✓y %y P' 4' �` N A
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- , \�
AMON. ,p '•....... • • V �• INC
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ����i{►LI,EN`AAA NaaTntTAN«oM�,111A�
WHERE THE ANCHORING SYSTEM REQUIRES THE USE RKNO2 BRTE-DOTM
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DINM ARE CERTIFIED BY OTHERS
JACOBSEN HOMES Nonoe GRAM! BC' DATL MY. IET1Dt
,Kg 9{aK.A„o„5 „m w„�„w� „a C.L.Y. 5-31-95 �{
6emML PRORRCIARP. 40 WOXDIRAL IWUWWNG TIRL' /\
P.O. BOX 368 YAIWAI3 0 rAtAR,, YNOfACn/01w ALT. TIE -DOWN APPL. '/--l`
„ AIC 9AN MAIERN3 ARL PRUWWD TO iMC
md SAFETY HARBOR, FLORIDA 14695 t¢ona F01 9m fURV9,5AID M51 R OAMJIG MIIBFR
PHONE (813) 726-1138 Run IL(LOlnn ND m m TAW ones AD-TO-0200
16
65
PORCH ANCHORING
DOUBLE HEADED 3,150# ANCHOR-,-,...
NOTES:
I. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BL009NG
1 1/4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
3.
•l l,: nq:
.cs y C
MNDZONE III
EXPOSURE C
(TIC MPH)
20 PSF ROOF
10 PSF D.L
-
lo8.a 7
m
I
H
INC
ERAL MANUFACTURED HOME
NSTNIICIIOIN AND SAFETY SIANOARDS
kwc :I .b mr
JACOBSEN HOMES
NOTICE
Xg SIECMAIM NOCAAUNGSAK
DRAW BY:
M.T.
DATE
12-13-03
REV. 1£TTEA:
0011111D��
aAONN- "WTARr. ANTI OOWW u
RA1ORAu 6'�" UANWAeRAac
DRAWING TITLE:
PORCH ANCHORING
P.O. BOX 368
11C RM WIDdAM ITS PRO.® NI THE
SAFETY HARBOR. FLORIDA 34695
MOW RA 4EDDC 9116m Am 1141 BE
DRAWING NUMBER:
PHONE (727) 726-1138
1g1 fOfIDNRAL AM %'M'? r OMO.
AO—TD-0112
-
SHINGLE/UNDERLAYMENT INSTALLATION
91 INSTALLED
6 FASTENER W
PER MANUFACI
INSTRUCTIONS
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A 6' ION. WD1H OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
UNDERLAYMENT INSTALLATION
I NOTES:
INSTALL TOP LAYER OF 151 FELT
10 ROOF WIN A 6' YIN. WDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EASTNG
FELT AS SHOWN.
DBY .
AUG 0
INC.
NOTICE M.T. 7-28-04 ._.. _..-
JACOBSEN HOMES���-��
aaar. mawCaPr, ua casm+Rn MAWIhC TIRE:
E WRiMlS a' AACOM RAMACTIMIG 9iNQE/UIDERLAYTTQTT INSTALLATION
P.O. BOX OM K' 9AN "= AR AI 2 ID x
9Ai PH NE (72, R26-11 8 Rantto9[aCMuria NN RRAa aiAWING NIIYAER:
PHONE (727) 726-I IJB �r mAmRw Ao 9ar nm RRaA AD-HR-0007
64 1/
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN 10 FLOOR FRAUNG
MEIM W/ STAPLE OR NAL
BANDING STRAP iAWPED' AROUND PIPE AND FASTENED TO FLOOR FRAWIRG.
DE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTANED TOWARD DU:
OUTLET. *I RE THIS GRADE CAN NOT BE ACIDS % NOT LESS THAN 1/8-
DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT TIE UPPER END.
WLW OF DRNN PIPING
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48' O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES N0T10E D
RAWN BY: DAIS RE LETTER,
ILEY L PRM I AND N COE ' . R.R. 7-17-97 A
ER= OF Js Rf. AHa OOA10DNµWING nAe
P.O. e0z 368 w mgm or mJJ6� NAKIPACTDARe PLUMBING SUPPORT
„ SAFETY NMBOR, FLORIDA 34695 Lr 91W vl.10LN3 AIL HRplID RI DE
Atwm m F rLmm AC LVat R NUMBER•
PHONE (813) 725-1138 an m ll l Na 10ET Tar man AD-PL-0001
CEILING NAY BE FAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPUCAnON) (SDEWALL APPLICATION)
350 PIF MAXMULI SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035' TIE -DOWN STRAP
CONRNUOUS AROUND JOISTS.
TO
ss•
I. QOJAD ANCHORS TO BE RATED FOR AN ULTMATE LOAD OF 4725E (3150 DESCH LOAD)
(SEE AD-CE-FOOT (TDQNERAL NOTES) FOR NOTES ON amumo ANCHOR INSTALLATION.)
2. MTAU. A PER AT EACH 90 O THE SHEARWALL JOISTS (PDT THE ABOK DCTAS).
3 WEN 9EARVML O LOCATED ABOVE A SOLI HEADER (FULL HEIGHT CROSS-Uum) NO C
TIE-DOYN SRI APS OR DEERS ISLE REQUIRED (ALL MARWNL COIRWRABONS ALL ZONES
Aim ALL EbOgmS}
4. TIE -DOWN STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS
5. CEILING SHOWN CATHEDRAL OR SLOPED, MT CEILING MAY BE USED.
S. FULL W.DTH SHEARWAELS ARE SHOWN IN THE DETAIL ABOVF, HOWEVER, ANY LENGTH
OR CONFIM. AT10N SHEARWALL MAY BE USED.
7. THIS DETAI MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECRONS
350 PUT MAXIJUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. DDeden,•P.I
15133 C. R. 22
Goshen,IN 46526
IN IS A TRIPLE WIDE RAFTER,
�APPUCABLE TO STANDARD
ILE WIDE TRUSSES
4D VIEW
X .OW TIE -DOWN STRAP
JOTS AROUND JOISTS
NOTE:
ALSO APPLICABLE TO 'SUP SIDE
MARRIAGE WADS WHEN AT LEAST
2 STANDARD VERTICAL TES ARE
INSTALLED. (I EACH SIDE ADJACENT
TO SHEARNALL LOCATION)
APPROVED 13Y 51
NWrim.,
Roaarwrnulect.[
m6HWRlOIAIOWmAW :4a
m
JACOBSEN HOMES
P.O. BOX DIE
N07TCE
MESS 4E ROPRVA3 AKO CI gRBE NCH
p00HAL PROPREIARY, AND TQFmNLV.
MATFIDMS OF JACOBSEN MAMWACIA"C
DRAWN BY:
R.R.
DAIS
4-09-96
nv. LLH ILK:
/.�
DRAWINC3I�GH\
✓Jtll. S/W CONFIG. TIE -DOWN
STY HARBOR,FLORID i�4695
RHC WC H NAIERIMS A X PRtlALm )0 THE
DRAWING NUMBER:
I�EP�Hmf Hl/L MOB Y�1
AD-TD-0111
18 - 63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
MU40 MAY BE FIAT OR SLOPED
END VIEW
350 PIE MAXWM SHEARWALL
DES1V VALUE (PE-, WALL)
T 1/1' %.035' TE--OCWN STRAP
CONnWCJJS ARCAD JOISTS.
DE VIEW
%.ass' AE-DOWN STRAP
JD'JS ARLAIND JOISTS
1`tOT .S
F30JL �,p�+ppVAL•' .•,) . �/fj .
oAPIA APPROVAL:
1. DMM ANDIORS 10 BE PATER FOR AN LITYATE LOAD OF 412$113150 DEBD1 T nan]
(SEE AD-iDi:el [TD-DEH6RAL AYIIS) FOR IRTRS ON QWM AWNIR PTSTAYAnRL)
:
`` ' - '•. '�
•
- . �?1 '
APPROVED BY
2 RLSTU. A PER AT EACH ERO or THE SNEARNALL JCSTS (PER THE ABCµ' DETAAS).
3. W fiN SZARML
•: - •/� -
15 LOCAIED ABOVE A SLEA IEIpEN (RAL IEYHT D10SS-Y[MBTR) ND
IE-OCP.1 "'S. OR PO S ARE REDINED (ALL STGRTIALL CCW=AMVL
X -
ON
AND ALL ETD'mml ALL 2DRS
A. FIE
�-. :' :'�
�...
•\
-DOME STRAP REOUM AT EACH END Or JOISTS ALL DS_ y^ COIIP1oJRARONS.
'i ^� . :; , , ., '
5. COLNG 5`IOW4 FLAT -CPTE CATKNAL OR SLOPED CEILING MAY BE USED.emu'/r::...
6. FULL
,
• . • '���`•�
�xN+"'++K'T•�!�T
"DTR SHEARVALLS ARE SHONII IN THE DE7Al•ABOVE, HWNEYER, ANY LENCTH
q �1.9, `
A r I f N ♦
Dx►aaAwx•n-:-+d:e
DR CO16lCURA1TON SNEARNALL MAY BE MED.
Jl/l/ll.... lllT0
„
.IAOO/� BSEN HOMES
P.O. R, FLORIDAYATDi,µs
SAFETY HARBOR, EMI31695
PHONE (B13) 126-113B
NOTICE:
•TIMw1cr"ImAWDRAINGS.AU
DRW1.A4 PIIDTNiCTART, NA] catDExlul
a JACOBSDI WNV;ACiL'R\O
i6 S1O1 YA'0tl45 "'D`'� 101"�
RPII007npATLLRa WKET fM DDM&
CRASH BY.
R.R
DATE-
2-6-96
REY, LEIIEI
DRAWING R7LE:
OBL. S W CONFlG. TIE -DOWN
ORAV:SG MNfiR:
AD-TO-0110
"s `
OPEN PORCH RAILING(S)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILINGS) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
M* Y 4
INC.
NOTICE DRAW M1E REV. LETTER
JACOBSEN HOMES TT113ESPEOMAIN smoousmaSARc M.T. 3-30-05
ORDNY• T9OPRETARY, AND CDi1DDIRAL CRA1WgG TITLE:
P.O. BOX 368 MATERIALS CF AALYIBSEN UAVIlACDipG
xt SVG1 WIEAALS ARE PRue TO Rd OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 3{fi95 I MVW FM SKOTM P ffM AID *At H DRAWING WHIRR;
PHONE (727) 726-IIJB ODTCDOX& AL AND SEW FROM ORERS AD-PO-0001
62
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 I I - VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE MADE SEE FOR ROOFING DETAILS SEE
AD PR-7002 r �� SEE AD-PR-7008
SHIP THIS SEC, LOOSE--
OS
j (SITE INSTALLED C
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
ADDENDUM
SHEARWALL TIE—DOWN/PIER REQUIREMENTS
ff. Ve uwmcx�wDfT. Sry IE+CM aT. s/Y VNc1
FW 4 iw
M
REMOVE ALL FACTORY INSTALLED '- FOR ROOF VENTING BOTH FACTORY --1
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7OD5 & 7006
) T�
ON SITE PITCHED ROOF RAFTERS
9f
(ALL 1mrays)
-c
{IE-OGRtI>' RY}tim
pmu
CENTER SECTION OF TRIPLE WIDE
-
stF MOTE r ur "Ir
Q3fE NOTES 2 Atb 1
TYPI iL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
►" RLOb
TIRs Lomww
FOR FASTENING C ATER SECTION RAFTERS
FIGURE 8.0
NOTES:
NOTICE
JACOBSEN HOMES
THM SKOFMIXIS AND DRAVM AM
W MIAL. PROMUARI: AM CMFMMAl
P.O. BOX 368
MATMMS K JACDMOl WffACNi@�O
SAFETY HARBOR. FLORIOA 34695
NG BNAI MATEANS ARE PRO.DED ID THE
IEOPENT FOR WERC F FMO AND VM BE
EZ1 PHONE (727) 726-1138
KEPT WDENDA. AND MW FROM OIW S
ZN
PC*
re RETO
71es TDfATON
IRS LOCATPDK
h0 PFH 3EAflNALS
(AL NTOAWM
TIE-OORIIS F043
mAi MLY R
nua%OR*
NOA I = NOTE 1"
3E NOTES S ANO 3.
Q
nibBut
s LwA H
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL 'LF VALUES.
OAPIA APPROVAL' VOTES. - - - - --
I, 1"MMS ALOIRI0 w W= ARM IX -CON 7r W SAY IS LOCAIM Lit
APPROVED BY mHFA 0I K WAS SFn.M ABGK R[II� AT eO1r�
OfaIRO AWLS W R MIFD Irlr M TA.LYaIt IOEO OF aYW jjn7o OC901 LOb
Revised ( Ao-a�oa1 [TD%KRAL MoNq FOT WM 01 W" HbiaE IMAL" aL
ON
Oct 25 2007 i Fe1/LL A M AT riles DO Or rM[ scAr7Esr1 goers Iror nQ A"%f Q7aV�
RINC.
(PIeIM60ARmAT CAW W M J1SIS RECANALTS of 1E um" 71Mjw hraW Wjj A IFE11 SEWALL 6 LcCATO7 AKhC A MW fd'O01 M MIT 005-YOtitlO Ia
FEDERAL LIANUFACNIREO HOME X-POW 37P3 or Fepq ARE RICI AW (ALL V"S Uriurlaq ALL II7E5
CONSTMLIION AND SAFETY STANDARDS Am ALL K*kg% Xs}
BY: DATE:REY' JACOBSEN HOMESO.A. 10-24-07 Q
uoaat none
ratOass Ar y
TITLE. P.O. & 3r6 He WCH SkIM
ON SITE PITCHED ROOF DETAILS SAFETY NE (7R, FLQRMA 34ee5 0amaFaso
NUMBER: PHONE (777) 720-r136 r>mr mrrYsr4
AD-PR-7001
910334 t
-o = STATE OF
20
'ROVED BY
I EB 10 20INC.
L MANUFACTUREO HOME
UCTIONAN)SAFEIYSTANOAROS
TETL
02-qr%EQ.
/PIEB
AD—
20 61
ADDENDUM �REs
(108 DEI�WAL[¢) 0
NORMAL TIN -DOWN SPAdINO TABW k.`� �o�l
ZONE [I & III/EXP. d & D 1pD �-
LONGITUDINAL TIE -DOWN SPACING TABLE
VIM_•
oND ZONE N
I ft ZONE 0
FLOORott,
EX EA. OCR
�
YNI. B
OTL
Gl c di
;Ik e
12'-D'
2
53'
3
40'
13-4•
3
37*
3
46'
15-4•
3
45'
4
40'
VEIRTIOAL TIE -DOWN / FRAME TIE -DOWN pPACING TABLET
V4
*FLOOR
DIHH
UAX
OVEERIIIAANG
D ZOI(E D
W ZONE IN
Y"m
Agaan AIpE•
SPA* .
VAX,�,P°'T
ApoAIpE•
12'-C'
6' EACH SIDE
5-4' 1
7f
3S TO a
54
w
45'
13'-4'
6' EACH SIDE
5-4'
R0�
35' 10 40'
54
42'
4F
15-4'
a EACH SIDE
5'-4'
80
40'
5-4'
46'
4Y
t
V
LONdITUDINAL TIE -DOWN SPACING TABLE
))11(
ww ZONE 11
W ZONE IN
FLOOR
vn Ott.
EA yCTOR
� B
Ott,
CA SECTION
r
G
122' 0' '-
3
1
44'
4
40'
' 13'-4'
3
52'
4
45
15'4'
4
44'
4
56'
VEIRTICAL TIE -DOWN / FRAME TIE -DOWN OPACINU TABLE)
kk
FLOOR
*DIH
�iDTH
VAX
EAVE
OyERHANG
NO ZONE 1
ZONE 61
SPA*
uNMI
AVDW AM
�ADIry
Y
A*ff
12'-0'
6 EACH SDE
4'-e
72•
3T
a-0'
34'
40' TO 45'
13'-4'
6 EACH SOE
4'-0'
72'
41Y
-0'
36'
40' TO 45'
15'-4'
6' EACH SIDE
4'-T
60'
40'
4'4
42'
47 10 45'
• NOTE: rEN ANCHOR ANGLE FROV VERTICAL CANNOT BE ��
ACHIEVED. ADO APPROVED STABILIZER PLATE. LkDerEi
SEE NOTE 15 FOR HOMES SET IN FLORIDA
•��,�,d
11. SEE ML ADOE1jI N FOR ADDMOkAL REWMVIEHIS
Z TAREEM ON AXOM *ORdNG LOAD OF AIS01 Alp DWAIAAL TIE TO
3 MAX EAVE OVE101A11G RUM TO OIEMANG AT 90ALL NOT FRONT OR REAR.
♦. AB(I�( UHES APPLY TO 1V1' 160', ANO I61' FLOOR 1NM5 *TN 95 1/Y
1-BEAU �ADkG LOB' DAADMJI SDC�'ALL xpOli AND 6' 4An11uOVERHAG M SITE
S STABLM (PLA REaREOO ON SOE; AhOM AND LOWTUDNAL
ANDIORS SET Al FLORIDA. SEE DMY ME 15C ERIECn1E VARDI a 1999.
Ell A;,,• Cy1 ,
i'C�i _,'�1 j__%:�' y
S'
;;:. G� _.:71
DAAA APPROVAL
APPROVED BY
afar 25 ,2008
00 ON INC.
RLEPPt wn¢aam¢o no.rt
mesmucronuossrmsruim®s
yrJ
:AZ S...._ tC ,' r.
'., r41 ... •.
•�wo'�+IS' •,1 r�,fGQ; '�'�1�,•
t,J EREO
JACOBSEN HOMES
® P.O. BOA 368
SAFEP14ONEE((727) 726�-1-113R 95
"CB:
WON4 'Ijwr
�Cc sui0 uc IYDa1aJIIppO�� m BL
�N1 14 Al S` tFA a�itl¢=
D.iyl.T:
DATE:
12-11-07
REV. LETTER:
RRA lG' NORV. SPACING TABLES
OR IG 1R; AD-TD-0087
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16- MIN, ROOF
VATH 7/16' X 1 1/2- X 16 Ga STAPLES DECKING SECURED WIN 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 Ga STAPLES, 2' D.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' � SEE NOTE j1
11' MIN SITE INSTALLED DECKING' OVERLAP
FACTORY INSTALLED ROOF DECKING SITE INSTALLED FA RAFTER TO
• IWCN 1A1H FACTORY INSTA :ED
[]. RAFTER BELOW.
SEE NOTE /2
BE RIDGE B18'
EE NOTE /4EAMS A I DECKIN
CROSS-SECTION
REF. PG. RC-07-0044
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NDS01 REF,OAIfd C-FS3-88.01
NOTES: DIt H= APPROVAL
1. SECURE EACH 16' D.C. RAFTtIt TO RAIL BELOW WIN
2-T X 4 1/2' SO W5 AT EACH RAFTER ENO. SITE
INSTALLED %TOO RAFTER TO ALIGN 14TH FACTORY INSTALLED
RAFTER. (Ea SCREW TO HA%C 1 1/4' PERETRATION MIN.)
2. ATTACH MATE LIE RAFTER RAILS (OR RIDGE BEAMS) WTH
/10 X 4 1/2' SCREWS 9' O.C. MAX. SPACING 16 Q.d
1 SEE AD-FA-0020 FOR GAP TREATMENT 8E7VlEEN SECTIONS .;ohn C. edan, P.e.
K2 Engirmo ing, Inc.
WROZONE'O
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
BY
Jun 09,2006
NIHINC.
FFofm mawraQuAll,M
WBSTII mAIIDSBNTYSTMUM Z
JACOBSEN HOMES wo
P.O.BOX ]60
�INc
NOTICC
ODm no.%. i!]T06AFL0uSw0A1E
WIMAL ATM, .a BD ACTT I
W7iALLS AI Yea WMW 10 THE
anI WitRVS AR RN OW m K
Q1Ar1 BF.
O.A.
DATE:
afi-02-06
1¢+L lET1OL
n
ORAtMO nTIL•
ROOF TO ROOF ATTACHMENT
SAFTTY HARBOR. FLOWA 3�695
110 MNO=RO®01 rat LE
I`1
DRAWK MAMA
PHONE (727) 726-it3e
ton emumm aO EMT Fm. 1
AD-PR-7007
bU
21
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
— 2 X 6 OUTIDOKER
1T O.C. MAX BETWEEN OUTLOOKEIS
G
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OU110CKER
W/16N. (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MR (3) .131- X 3• NAILS
(TYPICAL AT ALL CENTER BRACES)
NDS01
S18'
2 X 6 OUTLDOKER
IT D.C. MAX BETWEEN OUTLOOKERS
ALL WTLOOKERS SHOWN ARE 2 X 6 SPF #3 FLAT
-2 X 4 RAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' RAILS
FROM NAHMG BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND
MIN. (3) .131' X 3' NAGS
FASTENING FASCIA INTO
END OF NAIUNG BLOCK
SEE CHART FOR FASTENING
OU10OKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131" X 3'
NAILS OR MIN. /IS' X 2 1/2'
X 15 GA STAPLES 16' O.C.
MAXIMUM D110 TOP k BOTTOM
CHORDS ONLY.
�- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) amoD= 70 BE SMIRED 10 EAW
.. TRUSS OF THE DOW TRUM LOCATED
N THE DOM PER FASIDEN WART.
SINGLE TRUSS ONLY
REO'D a11SIDE OF
] FL AM
EXTRA TRUSS MAY BE
PLACED ON EITHER SIDE
I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002
TYP. OU7LOOKER FASTENING:
FASTENERS:
DUANIrn:
PDEIRATIO!
.131 PD NMI.
5
1 1/2'
15 CA STAPLE
8
I'
0 SCREW
2
1- (NCL TIP)
OUTLOM FASIENEIIS MAY BE INSTALLED VANDZONE 111
FROM 10P ONRD DORN F POETRAItN ALL EXPOSURES
IS VANFAW. (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
APPROVED BY
NAFek1 05,2006
y�(�INC.
John C. Doeden, R, L. FEDER& NANNFAMRED HOME
CONSTI ICTION AND SAFETY STANDARDS
IQ Engln soTing; Inc.
JACOBSEN HOMES
THESE9Eatuma Aw DRAta6 AMD.A.
DRAW BY.
DALE
1-29-08•
HEY. LETTER
r1oln
P.O. BOX
DR11MIU* HMFPETARY AND EOIfDOR4LL
WIERAIS OF A1fLR91 YNAIFACRRBD
DRAWING 71RE:
END ZONE RAFTER OVERHANG
368
LAWD_
R. sq W,S vaol[tn tD g
ASSEMBLY
SA FLORIDA 695
MAN M
4N6�cAND m
DRAID7C NUMBER
PHONAR(
38
IWDI OEM OOmm
AD-PR-7003
22
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SITE ELEVATI
ON .
SNOWING 11EDOWN SPACWGS.
.. E:� '' z:� v .-•r'v �:'--�='=•K.� � '--^ Y � z� � :ate.
.:a:s. �!•:0:�:-sue' 1.�:—'� z�:.�-:•_.�_.— _•�• �:.+-: —+:z
• =2 m t:� _ : �T_�-� ��_—y"=-. --C� _ _ �a - o .psi•"— :�-.
59
ADDENDUM��
108" RICH SIDEWALL TIE —DOWN SPACING TABLES
ZONE II k lII/EXP.. C k D 10•
LONGITUDINAL TIE —DOWN SPACING TABLE
�v lAN. NVID IC4E 1 MEND LONE 19
FLOOR � Yx al[ YDpI mt am. AMODi
MOTH EA Du u Awu u DD ff ANOE
u sx101 ImL 9 u 58:1101 IRl 9
�O 27-4' 2 SS 3 4J'
24'-0' 2 6T 3 45'
YERTICAi TIE —DOWN FRAME TIE —DOWN SPACING -TABLE _
LON.
YAL
W1E0 ZONE 1
WIND TONE 6
FLOOR
TdD1H
EAIE
OVERHANG
�AQ�
09. WAD
tow
Arglof YSiE
�AONO
�
AxOIDt AxOE
23'-4'
6'.
49'
5'-4'
3I50
4S
24'-0'
C=8'.
3150
49'
S'=4'
_
31
45'
LONGITUD
IDL hol
woo NAL TIE -DOWN
7NAINC.
DECKING
1
ON SITE PITCHED ROOF DECHING INSTALLATION
i rr. rtwr rrtnKiRli
6' ON CENTER OFFSET
TRIPLE WIDE CENTER SECTION PEAK
SITE 91STAUED DECKNC CH flTOiD I
TRUSS SECnON fi: AFYAINOER pF NO &OCIONG REQUIREDBOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANG
ROWS OF 91EATHNG) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE- SITE 91STAl1ID PITCHED TRUSSES - — - — - -
MIN. W1Dni PER SHEATHING REQUIREMENT NANUF. INSTALLED DECfONG TO HERE
APA RA7FlI RMF OFfIIINC
(OR EQUAL) -- -
,
WIN02giE III
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.LON
jjOTE$, ENGKFPA APPROVAL• -- - DAAA AfiriOYFL•
1. 1/8' 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 jJ{ Revised
SPAN RATED) DECKING (EQUAL OR BETTER). OJphn C. E)D<a�TL, � Oct 29,2007
3. OTHER TRIPLE MADE SECTION (NOT MOWN) WILL BE THE K2 EFty,siL•2,i1:7;�,!i1G. INC.
SAME OECJONGPATTERN. Feoexu raxuvArnrAEo xoMe
4. FASTEN DECKING TO ROOF FRAMING NTH 7/16 X 1 1/2' X 15 mxstrwrnoxAxosuerrsraxtwms
GA. STAPLES AT 3' O/C EDGES AND FIELD
A.
JACOBSEN HOMES
P.O. Box 369
(OR EQUAL) -- -
,
WIN02giE III
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.LON
jjOTE$, ENGKFPA APPROVAL• -- - DAAA AfiriOYFL•
1. 1/8' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 jJ{ Revised
SPAN RATED) DECKING (EQUAL OR BETTER). OJphn C. E)D<a�TL, � Oct 29,2007
3. OTHER TRIPLE MADE SECTION (NOT MOWN) WILL BE THE K2 EFty,siL•2,i1:7;�,!i1G. INC.
SAME OECJONGPATTERN. Feoexu raxuvArnrAEo xoMe
4. FASTEN DECKING TO ROOF FRAMING NTH 7/16 X 1 1/2' X 15 mxstrwrnoxAxosuerrsraxtwms
GA. STAPLES AT 3' O/C EDGES AND FIELD
A.
JACOBSEN HOMES
P.O. Box 369
INELESPFOICAM�6AI�OILiA�SAxE-24-a7
omna tgaxcrAter. No oatmrtua
w,LteYs ri � LUXIFACRPIC
Rfl'•"T'E":
tA7AAO10 TIME
58
23
SITE INSTALLED PITCHED ROOF VENTING
TIP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TIP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TIP. ROOF INSULATION J /
CEILING PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NO S•
E INSTALLED CENTER
SECTION OF ROOF
DAPIA APPROVAL
BY
ft Revised
IOct 25,2007
INC-
JACOBSEN HOMES
NOTICE
THISE AS
Wm or.
O.A.
ugic:
10-24-07
MY,HW i.c� iuc
P.O. BOX 368
DRTMX OFJACARY, H GUFAC t
ODWAI,E6f UAW, AND
YAERAIS 6IMS AM PROV ALTO ne
M.ATEtAAIsR ARtwYA ro DE
DRAVANG TITHE
SITE INSTALLED PITCHED ROOF VENTS
n
,H`RX:
SAFETY HARBOR(727 FLORIDA J4695
M E
{SpatTORITK
DRANNG MIYBFRHog
PHONE (n7) nfi-t)36
A SECKISAM O
IRPI cao-nFAXE AM �) mou DnOIs
AD—PR-7005
ADDENDUM
TIE -DOWN SYSTEM
TIPICAL SIDE ELEVATION
SNOWING TIE —DOWN SPACINGS
EMU
wlzrH
h-Dora
E-LION SPIOIC lE-WIM S'AOIC
TE-0011114 SPAOIC
IF- M MAM lK4m SPAM
YAL RR 10-M-NO TABS PER AD -WOO TIRE m RA AD-1F00 ORE FM 10-10- M DOLE PFR ID-D-ONO TMF YIL
FIGURE 10.0
TIPICAL CROSS SECTION
SHOWN TIEDOWNS TV. ROOT STseF Ti, Dws-lE1aR
Eus$
j SE Noll 5 FOR
L MAllililli HIM
u AIA71Ot N9E�
gm
6ET AKHOR IEm FIGURE 10.1 c+ a
6NHIGE 20 PSF ROOF
10 PSF DL
REF. CALM C 5v - 19.0'
,aaaauanyi,�
NOTES:
DAM APPOVAL•
,. SEE AD FOR SPAIN TABLES.
�:a �� G(E,Pi1F •
APPROVED BY
2 SE Ao-lo-ooal PTA QIARn OF IAIOr11GM tE- M STRAPS REQh'M
�
1 SEE OTHER DETAILS FOR EE000IG (PER) WAN7In AM OTHER REOUE7ETETrrs.
s
4. SEE ML AOODID M FM A00170 L REOGREIEENTS
INIftPINC.
S ZQE 2/UVM V: 36' M XM HEIGHTZO E 2AWMK V: 2r RA)NW HOG T
•C:
9 Q' ,�
•
ZONE 31tWOR E 36' MAAIMHN H DGIT
ZONE 3/01'OSURE V. 32' RAEMIN HEIGHT
••AZO.FI
'��C�s ••:• ' fir: ���
FEDERALC110NA CTUHED HOME
AI1U�S
pNOSAFfIYItII
6 ALL S'EGFUTIMS ARE BASED ON Or ROW ANGLE MAX..
I,A�rIG� �Naaa?
FANSTREX;710N �r �
1
JACOBSEN HOMES
OmspeonrAIrO DAMMAM
ft M.T.
07-20-04
REV. "TIM
DRATIIC
t —FIGURES 10.0 AND 10.1
P.O. Oa
ELQIAL FYEOPRIETAIlY. AND W/ lsom
TMA OF UW6
FUS YFI M~ACTLMX
SAFETY HARBOR. FLORIDA 31695
R.
PHONE (727) 726-1135
,_ RM WIMU AM PW Mo 10
AIDTDIT Fa 9R MME MB EN K
ITT Owmft NO SHEET MM OM)R
DRATMC NW -�-
24
57
ADDENDUM�UR�s
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES
ZONE II & HI/EXP. C &
LONG IT
INAL TIE —DOWN SPACING TABLE
UK
NO ZONE I
WM ZONE 9
FLOOR
j AWL CITE
AN010N
NN. Qrv.
ANOHCI
S j
�TM
ENI ff
FA 00 ON
MalF
v
sEcanE
IeL a
L
FA SECooll
w. e
O �
2'
3
3
5T
4
45'
45'
VERTICAL TIE —DOWN / FRAME TIE—DOWN1
SPACING TABLE
MIL
MAX.
NAND ZOE I
Nun ZONE 0
SPAM
_"LOAD
ANCHOR ANOE
.SPACING
D&�
ANCHORANCE
LOM WOTHDT�1ANG
26'-8'
6'
V-8'
31500
40'-50'
5'-4'
31501
40=50'
30'-8'
6'
6'-8'
31501
40'-50'
5'-V
31501
40'-50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
i�
MN.
11un ZONE 1
WIND ZONE M
FLOORML
OlY
OD ff
NIE7E
ARGLE
ItII 01Y.
FA 00 EN
NNIlOR
LE
MOTH
AWL
stcnDl
IL
TWL 6
5
O
EFIAL
sty
6
FA
26'-IS'
1 4
1'
4
5Y
4
5 1'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIL
MAX.
NWD zow I
19NO ZOW M
T'
LOAD
AlI01O1 ANOE
�AOIC
EEL WA Law
Alggt ANCE
WDIH
OWRHANG
26'-B'
6'
V-4'
31501 1
40•-5(r '
4'-0'
31501
4(=45'
30'4m
6'
T-4'
31501 1
Ar-50'
4'-0'
3150j
40-45'
WRNIZONE 81
(110 MPH)
20 PSF ROOF
10 PSF aL
REF. CALM c .e _ 10 — to, Z 3
,OI
NOTES:
EFT` 1L•.., :'.. �i.,
.Y,
OARA APPROVAL'
)O
G�p�FIFIQq
APPROVED BY
1• SEE POLL AooOolr FOR ADDITIONAL REaWERONM
' ° Na 0045484
2 SEE AD-111-0064 FOR MAXMN PER HEIGHTS REOERED FOR THE LOADS
o
TABWIIID AB01E
.I
INTPINC.
�i �I •., CQq{O :
'r,'ti
FEDERAL MANUFACTURED HOME
4T REDE G� '•`
CONSTRUCTION AND SAFErf STA'XAROS
JUL 2 7 2004
JACOBSEN HOMES
IKE91MMTMAAMEIANNSARE
�AwtD M.T.
DAZE 07-20-04
"��"°`
DRAWNC T1TIE
IW RM SIDEWALL SPACING TABLES
PA BOX 368
WevM PFZVKTMX AM m.aRk
MATERIALS OF MODSM WANFACOXWI6
W. WIN NAWAAI7 ARE FWADEDD M I E
DRAWNC NIN ER
AD-TD-0083
SAFE, FLORIDA 34695
YrPHONE 7) 726-1138
I@OII FOR91�E R1E'OE] NO W 9 t
wr mFWMOAL Nn 9DET IR91 Dun
ROOF VENTING
TIP lm SO N CYTONTS FOR
1 .r Y61UT41 OF ROOF SECTION
r_ (SEE OURI FOR REWNEVENTS)-
100 SQ, IN, CUTOUT
VENT HOLES
REQUIRED IN FLAT
ROOF SECTION
(160•) X SECTION LENGTH:
011O1T HAM-
0 TO 15-6•
1
154• TD 31'-S
2
3T'- TO 46-TO•
3
46'-10• TO 6 -6'
4
62*-6 10 -0
S
FLAT CENTER SE
- FACTORY INSTALLED
I
I
I
�I MARRIAGEWALLSLOW VENT LOW VENT
I 1 '1
I VENTS REQUIR
3 HIGH VENT IN SITE IMAUED TRUSSSECTION
T W 1 rl
r_+I
I CENTER LANE OF CENTER SECTION
Hen X ROIpI D11GR
NM 101t
LR rNNt
0 A•-7
]I- IDS-
1
ADtE
1
IU III
0
3
_ 1 a1 AWXN 10 OVEIN" W-5
gl
♦- li
R I i:Il ` TNP• 50 SQ N ROOF VENTS r_
LOW VENT (5g OTµT FOR REOLAREMEHTS) LOW VENT
YARFUCE WALES
I
I
SITE INSTALLED CENTER SECTION OF ROOF.
W
3
0
W
BY
JUN 14 ?
INC.
NoncE LTum 01:
JACOBSEN HOMES SMSIUV"W06AMMAR116iAIN R.R. 01-22-04
OIVOrll "tDI'M Rc 00 CO WWI DRANK 111LL'
TPA BOX 365 wWRMS a ataBSN M~ACRXWR: ROOF VENTING
NC SUM MITIMS AK FR01® A 1(
SAFETY HAREICK FLORIDA 34695 ATOROR FOR 96M hINUES 10NO INDRANK 1 LWM
PHONE (727) 726-1138 mr O.OMXN No gam DOI am AO-PR-7006
56
�k.
PITCHED ROOF EXTENDED VENTS
ADDENDUM
SITE INSTALLEDSIZE INSTALLED VENT CLIP OR SOLAR TUBE PLWBNG VENT PPE
SITE INSTALLED FLEX DUCT SITE DISIALLED VENT CAP (EXTEND J' ABOVE ROOF)
(SEE DETAIL'Al � (SEE DETAIL T1)
SITE INSTALLED CENTER
SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEAIHDIG S
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING
FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATIM
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT CEILING PANEL)
FAN• SOLAR TUBE. OR
EXTEND 10 RANGE HOOD
MARRIAGE WALLS MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAPS
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4— BD NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
1RTH 1 SWEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOIR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATONS
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
1 EXHAUST DUCT MAY RE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALIAOAN TAPE AS 9 40M N THE DETAIL ABOVE
S. SECURE STE INSTALLED PLUAMMG VENT PIPE INTO COUPLER NTH
APPROVED GLUE.
N*"
JACOBSEN HOMES
TKSE SpECF YAiFA5 u0 DRAW= ARE
ORp1AL, PNOKUM AND COFODIIAL
riFlon 1J� P.O. BOX 368
MAID ALS 0 YfOH RAWACRFNA'
RC SxN ■ROANS AK HICYID 10 IK
SAFETY HARBOR, FLORIDA 34695
BOOR TO SSFIDIC Roan AID om ■
PHONE (727) 726-1138_Km
fYmplK mO. YOU IFN owas
26
PLUMBING VENT
ROOF FLASHING
R_*(SITE INSTALLED)
--VENT PIPE
(SITE INSTALLED)
(SITE INSTALLED)
,,,,—VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFTSET SECTION)
SHOWNG TIE -DOWN SPACINGS
Ili .II
VAN
`sjpi gjm`
I
►.
er.�E5
__
ill\
%
•
,i�i.
i I�i
Illi
I- UIYI RUEN U WI 1 "'- " "• •"-
FIGURE 12.0
SEE FIGURES 11.1 AND 11:2 FOR
DADA APPRMI; NOTES:
I. SEE AD-TD-M90 FOR SPACING TABLES (OFFSET SECINH ONLY}
"•�� �'
j
1PP OVED BY IT;
t SEE AD-TD-CORD FOR WMDTT OfLONOIUWL N-DOWN STRIPS REMM
Is , (OFFSET SECTION ONLY) 3
JUN a SEE OTHER DETAILS FOR BLOOING (HER) QUANTITY AM OTHER REOVOWNTS. w .o
4. SEE AD-TO-D001 FOR AIMONAL REGUOUENTs
INC.
S
TIERAL DFACNRED HOME
ST q�
ONIONANDSRFETYSTWNDARDS
DF: REV. LLTIOk NOTlC6
ATE 01-23-04 JACOBSEN HOMES THEY 9101CATNIR MO DRANNIS AK
OWWAL FWKIWL AM CWMI11L
P.O. BOX 368 N111WNS OF J CDRYII UUMACUA■
NE
ED ROOF EXTENDED VENTS — SAFETY HARBOR, FLORIDA 34695 XU 9IOI wVTNs AK RI kv om ID K
PHONE (727) 776-11J6 R L[ ugh1w" 3m NARY OHM
AD-PR-7007
55
r No. `0'.
910334
�o
STATE OF::
C5E-f CAlGS, 09G.
c_w- 16.0-16.N2
SECTION
pp:-IIDVED
MY Is
.r
I I `•. C.
FIG. 12.0 I —
p
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHINING TIE —DOWN SPACINGS
I,�=01■�
: �,�€ice:
FIGURE 11.0
SEY rMN 41.0 FOR WM8MAH( 1T6-DOW METHOD
51Ot
Him
MIN
1 {— AIOgI ANGLE
, cgLcS.�G•
E1
Kgf. C41L.
FIGURE 11.2 ��-gP-1'7,0.9
Ij IN amm TIE-DDMM METHOD
NOTES:
7 71 "q'1•"E)
1. SEE AtH7D-0080 FOR SPA4NP TA&ES (OFFSET SECTION ILLY).
.,a .Y yYFFIc
2. SEE AD-ID-0060 FOR OUANTY OF L007 OAL TE-DDMI STRAPS REMO.
;•
� G'
(OFFSET SECIION ONLY)
0. 40454iG
I SEE OTHER DETAILS FOR BLOOD G (PER) OUMIIIY AND OTHER REGLSEMDHS
'
•
4. SEE AD -TB -LOOT FOR ADDITIONAL REOUFEYENTS.
,. o�
S MAXIMMI HEIGHT
2 be �
ZONE MAMA HEIGH -36' FOR L7-0• WJE UNITS
,
e,••y-�•IiIO•;
ZOE 3A1DO9M V: 411' MMUM IENNT
;
VIE 3/1EX OSU E V 40' MAXIMUM "IT
JACOBSEN HOMES NOTICE no � ;AFDRAINNUM:
k1•�K•
nE9c 9A:arAnas AID 4uwNs AIM: EI(. T.
rymn • PROIWETW. rw wIEnFNOAI ANNG TITLE:
WARRM.5 OF MACWM YANIiAlTA1FIG
P.O. BOX 368 NG 20 WmaAIS ARE LWd/4D m ➢E FIG.
SAFETY HARBOR, FLORIDA 34695 IS W FOR ME PUIPW RD MST BE
PHONE (727) 726-1138 •PI MMORL MD 9CRET FEW OHM
M
m
JUN n b 24
g rl INC.
LL UFACIUHEDHOME
HUCTIONAND SAFETY STANDARDS
ITE• REV.IBM-
6-8-04
11.1 k 11.2 A
AD—TD-0081
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 151 FELT MN. INSTALLED OVEN THE
FACTORY INSTALM UNDERLAYMENT WIN A 6' MIN.
OVERLAP AND A MIN. 6' WDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED VAIN A 6' 1WDTH AROUND
AND A MN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PEAIYEIER OF ROOF.
-
FIELD INSTALLED ROW SHEATHING (IYP.j
�
1
J
V WD1N OF ROOF CEMENT WHEN
I
`OPTIMAL 150 FELT IS INSTALLED.
1II I
1 I; i I o1+11oNA1 LAVER OF 15, FELT
11
1 1 I i I
r I
ONE—PIECE 9014E
UNDERLAYMENT
ROOF 9EAD0m (TiP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM (IF 6' FROM THE TOP OF THE SINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF V MINIMUM.
FASTENING DETAIL
WNDZONE 91
(110 MPH)
ALL EXPOSURES
NOTES: BIG EER APPROVAL: DAPM APPROVAL
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WEENIE NOTED.ON rl
Revised
2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) �1-444 8n , II V(�.
Joh L VV
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 ET19ErKEufLE'go Inc. EDEIM WWWAMRED HOME
ONLY YMEM SPECIFIC APPLICATIONS ARE NOT COVERED. NSMCMN AND SAFETY SEANDARDS
JACOBSEN HOMES >mm�li S MAU=ARE ��� O.A.°ALE 1D-24-07 MY.""DL
rowl dAMRIA PRtl7iETARX A11D COMiW7RY1 DRAVING IHL2
WD]NNS 6 JACO(tgM YNAEAOOFRD
P.O. R. FLORIDAHG 9101 N So= AIE HNmED ro ➢t 91E NSTALIID SINGLE AND 11NDERlAYIENT
iuw_oSAFETY HNIMOR ORI34695 ISM 00 O K N SW M OTM ORAING HuMRETE AD—PR-7008
PHONE (613) 726-1138 IFPI OEFCFEINI. NO SEOEi RNLI OGO75
54
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
c�
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
TYPICAL FIELD INSTALLED RAFTER
SHINGLES OVERLAPPING THE
ROOF FLASHING.
105' X I' MINIMUM ROOFING NAILS
OR .113' X T- MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BY SECURING
FASTENING FLASHING 70 ROOF.
THE SHINGLE TO THE FLANGE AREA NTH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME, NTH LAMER
FLANGE, SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH 80710M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER NTH SHINGLE TABS
SECURED NTH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES-
DAPM APPROVAL:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X I' X 16 GA.
AF
ROVED BY
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
Ii)K P TP
INC.
FEDEI
AL MANUFACTURED HUME
CONS
RUC110N AND SAFEIYSTANDARDS
JACOBSEN HOMES
Nonce
MS[ sTcmuTnrs AIO DRAMS AK
BY.
M.T.
DAIL
02-04-04
REV LETICR
00MAL PRWR[M AM IXHI t
zu—
DRARNG DEL-
P.O.
\I Box 368
RA$WMs ar AALTbsN Ww c
Nt SX N MUM" Ara PROTCD TO M
TYP. FLASHING INSTALLATION
SAFETY HARBOR, FLORIDA 34695
COOL ran 9we NN'G$ OO "I C
DRAWING NW(EP.
PHONE (813) 726-1138
I'm CDFCEW L AM) YOai r mlps
AD-PR-7009
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE H & HVEXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MR
WIND ZONE II
AD ZONE S
FLOOR
OL QTY.
ANCHOR
IEL OTC
ANLHLR
VDTM
EA END OF
ALOE
EA 00 OF
RIME
G�
1Y0 v
EA sEC110N
IR 0
EA Mm
WE B
12'-0'
3
47'
3
61'
v
IS-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MR '
MA)L
WIND ZONE I
WIND ZONE S
FLOOR
WIDTH
EAVE
OVERHANG
Og, �O
LOAD
mm AME
5PANG
Ilm
�LOADD
ANO0 AW E
12'-0'
12'
5'-0'
31501
40•
4'-O'
31501
39,
IS-4'
12'
5-0'
31501
41'
4'-0'
30001
40'
15-4'
12'
5'-0'
31501
43'
4'-0'
30001
42'
LONGITUDINAL TIE -DOWN SPACING TABLE
��
YM
WIND ZONE I
WIND ZONE II
FLOOR
NIL OTT,
ANOI01t
IN. OIY.
ARMOR
WDTH
FA END OF
EA SMO1
AiOE
UE 0
EA END OF
4 SECDOL
ANGLE
NN 0
ly0
12'-0'
4
45'
4
60,
17-4'
3
45'
3
60'
15'-'r 1
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
ION.
MAx
LAND ZONE I
WIND ZONE n
WIDTH
OVERHANG
SPACING
In
HIM ARE
SPACING
Um
mm AIDE
12'—D'
12'
4'-0'
31501
40'
s—T
30001
36'
13'-4•
1Y
4'-0'
3001
41'
3'-0'
30001
39'
15'-4' 1
1Y
4'-0'
30651
43'
3'-0'
30001
41'
NOTES: C66 - LAL65r C-SG- i6 POI- 16r12—'
Dam APP1tQYREX a4pP aEF CAum C- A/- 17rJr/ -
I. OFFSET SECTION NTH THE
C• DQFQ �i�a�
YAMAGE LINE WALL CaMND G BEYOND THE EMWALL OF
THE ADMCE4T SECTION MW BE TO DOM AT TIN:
p.��C1.N
QTfFIC;gT Fy �C
'ED
NAmAFE LINE N ACCORDANCE
NUR BE TABLES
'�� Pf" BY
G '
AB05E. THE SIOEWALL SIDE AND 11E ADJACENT SECT WS) ARE TO
� � (C'; �
BE lm CORN INACCODANCF NTH THENCRHAL SPACING TABLES (SEE AD-10-0010
R
FOR 12'-W A 13'-4' NOES. AND AD-1D-0070 FOR 15-4' NOES}
' JUN
2. SEE AD-ID-0001 FOR ADOTWAL REOMRiNDITS
l SEE AD-TD-0081 FOR MAXIMUM PER FSMT REQUIRED FOR THE LOADS TABULATED
ABOVE.�•:20Rtov-
INC. _
,�44'� LMANUFACTUREDROME
JACOBSEN HOMES
71m SlEcmlm ' Am IRA 0
: EL1r.l'%' .T• D11 6-8-04
1E 1t7°�
Erion
P.O. BOX 368
\(/
010M FRWWARV. W
IMOMIs IF JACa�R MANE
TK WW NAIFANS ARE TB TF
DRANNG 111E:
OFFSET SPACING TABLES
DRAINING NIAINFR
AD—TD-008D
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
RMPENT FOR 9FOIC P OM T
07 o0F1m m Me Saw
28
It
53
TYPICAL SINE ELEVATION
SHOWING PE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWWC TIEDOWNS
0 Y0+
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.2
SEE FIGURE 20 FOR ALTIERNATE E19--DOWN IIEFIpD
ST ARM LEAD
or mr((n E)
1. SEE AD-M-0072 FOR SPACING TABLES AND NOTES.
TV. FLM
SEE NOTE 5 FTR
HHAN111N 1000
ANOE AWW
AINGE
I- FIGURE 10.3
SEE FIGURE 7.0 FOR AL7PRNATB 11E-DOWN WTHDD
Z SEE AD-70-0072 FOR CALAMITY OF LON0IUOIAL 1E-00MK STRAPS REQUU D.
..
1 SEE OTHER DETAILS FOR aDOvtc (PER) QUANTITY AND OTHER REauuums
4. SEE FULL ADDINDIN FOR ADOTONAL FEWRE WERM
5. ZONE 2/OPORK 'C: 56- MAX" HEIGHT
A
94%
ZOE 2/01POSUE'D': W MAX" HEI GIT
'C:
ZONE 3/17POSUE 56- MAX" H DC HT
ZONE 3/CPOSU E V: 56- MAXIMUM HEK HT
JACOBSEN HOMES
„ P.O. BOX 366
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
C 1-1- 92. Gl -
NNOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
GWNo.ryFo APPROVED BY
910334ON
STATE OF a� ° A_ INC.
NC 2" YAIm ARE mrwo D O TINE
REMW Im ROC PA W AM V= H.
xm aAemO m um SmtET nml 0005
M.T. 1— — 3-1-99
DRAWING TIRE. FIGURES 10.2 AND 10.3
AD-TD-0073
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
Z VERTICAL 11-DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TE-DOWNS
3, VERTICAL DES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME RE-DCL%S WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. '01-D4 ANCHORS ARE NOT
INS740 AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABUZER PUT MUST BE ;NSTAiL-M
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTONS
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS
6 ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS GROUND ANCHORS AND FRAME DES ARE NOT TO D(IDD BEYOND THE DIEIOOR WALL OF
THE UWT.
7. STEEL ANCHORING EQUIPMENT EAPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
& DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 6'-O' (62' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGFIMNAL DES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
la FRAME TE-DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON M. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH H THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LIE AND BE AT LEAST 127 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 SLI MG FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT 10 RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATON 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 MAIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY RD INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE RECURRED (SEE APPROPRIATE SPACING TABLES) ADDITONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATIAHMENT).
17. LONGITUDINAL RE-DOY41 STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PEDPENDICA.AR TO THE CROSS -MEMBER
TO MOO H 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 REWIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC DE -DOWNS AND ANCHORS REOUXREO.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING REOUREVENTS. ALL BLOCK.NG DETAILS
CONTAINED WHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EKPOSURES
NOTES' ENGINEER `i�ryOnY:'D p,,JAA'' PAHA APYNPV/L
pj �G\\�STEq cc,�� ROVED BY /a,, —
THESE NOTES AND DETAILS ARE APPLICABLE Q N0. 4 1%
FOR WIND ZONE 11 AND/OR WIND ZONE III. THEY 5 t ENE8703571 ARJ 1
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C. _ .� INC,
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
JACOBSEN HOMES I N04AND Dow= ARE "C.L.Y. 5-19-95
OaaNN. PRopmumr. A" mato DRAWING ITE:
oviro P.O. BOX 366 NATMALS Or JACOMN NNARACTLMP TD-GENERAL NOTES
m 91m NAXRKS AK PRGVM TO TN[
SA7ETY HARBOR, FLORIDA 34695 U6 T Fat ROC fw=" W IN DRAMNG NUN9R
PHONE (613) 726-1138 WT c XxnN, Ma Ram � BRms AD -TO —LOLL
52
29
ADDENDUM
I �1C1UR�;
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WJ(D ZONE 11
WIND ZONE III
^� �J
FLOOR
IVA Att
ANCHOR
uN! Atr.
ARCROR
fS `�lj
EA. A END a
ANGLE
EA END OF
AGGF
O
EA SECTION
IANL A
EA SECTION
MN. A
20'-0'
2
3 6'
2
45'
24'-0'
2
46'
2
60'
254
2
50'
3
38'
26'-8'
2
54' 1
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
MAX.
WAND ZONE II
1NND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
Get. HEAD
LOAD
ANCHOR ANOL
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
8'-0' 1
31501
40'-50'
6'-8'
31501
49-50'
24'-0'
12'
B'-0'
31501
40'-50'
6'-8'
31501
4V-50'
254
12'
8'-0'
31501
40'-50'
6'-8'
3150/
40'-50'
26'-8'
1 12'
1 5-0'
31501
40'-50'
V-8'
3150$
49-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE III
FLOOR
T.O
ANaE
Y.O
RANGE
(^r
WAD1H
EA OR
A E D
ANOE
A. O
EA BID Cf
ANGLE
v
FA YCiIOX
SEC
UN. A
EA YLIgN
41H. A
20'-0'
2
50'
2
68'
10
24'-0'
2
70'
3
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 9
WIND ZONE 11
SPACING
OR' !RA
Lam
ANCHOR ANOE
SPACING
DIi HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
5'-4'
31501
40'-45'
4'-0'
31501
49-50'
24'-0'
12'
5'-4'
3150/
40'-5T
4'-O'
31501
40'-50'
25'-4'
12'
5-4'
3150/
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
S'-4'
3150/
40'-50' 755T
ITIHTI„ '-0'
31501
40'-50'
NOTES:
NOTES:
ENGKW. Q 4
.� .j .....:.... FO ,.
DAAA APPROVAL -
1. SEE AD-7D-ODDI FOR ADDITIONAL REWREMENIS.
`�� O : (•j%STE
�• N09 •. (<' . 'e``
Fo''?' s
PPROVED BY
2. SEE AD-TO-ODTI FOR MA%a111M PIE HEIGHTS REQUIRE] FOR THE LOADS
.
ENE8
TABIM7W ABOVE
_
.I� T 5 10
INC
JACOBSEN HOMES
NOTICR
THESE SK=AT1075AND DRAY ARE
IGRAWN ..
C.L.Y.
DAM.
5-30-95
REV. LETTER:
P.O. BOA 368
MINN. PROPWEMAT. AND IXKF IM1
MATERIALS OF JACOBSEN MAMFACTG6RO
INC v TIATEMS ARE PRpA= TO THE
DRAWING FLU
NORM. SPACING TABLES
/�
A .
.: 95
SAFETY HARBOR. FLORIDAPHONE
m 0 TRH
RUT WIK
ORANING NUMBER
(813) 726-1138
CWCmI
w mm FIM
AD-TD-0010
ADD-.
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
i
LONGITUDINAL TIE -DOWN SPACING -TABLE
(�1
V
to
LAN.
VND ZONE D
INND ZONE III
FLOOR
1NDTH
1@L OTT.
EA DID OF
EA SECTION
ANCHOR
ANOE
AIR. A
RL OTY
EA DO OF
EA SECION
ANOWR
ANGLE
01. A
154 .
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVEHEAD
OVERHANG
WIND ZONE 0
WIND ZONE III
SPACING
po
ANCHOR ANGLE
SPACING
DLDTH
�
ANCHOR Amar
15-4'
6' EACH SIDE
6'-10'
31501
40-46
5-6'
3150/
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
7
Lr"O5
MIN.
FLOOR
WIDTH
VAND ZONE 0
IWND ZONE 01
JL Dry.ANCHOROTT.
EA END Of
EA SECTION
ANGLE
MIX. A
EA. DO ON
CA SECTION
ANLE
ANGLE
GLL B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WON
MAX
EAVE
OVERHANG
WIND ZONE 0
WIND ZONE 10
SPACING
D OFmC•AD
ANCHOR ANOE
SPACHG
D��
ANCHOR ARGUE
6' EACH SIDE
4'-6'
S150/
1 42-50
4'-0'
1 3150/
1 44-50
VANDZONE N
(110 MPH)
20 PSF ROOF
10 PSF O.L
RFF.CALCS
. uunuu
NOTES:
I. SEE FURL ADDCHDU I FOR A16710 L REWN34NII
2. SEE AD-7D-0073 FOR YAAMJM PIER HEIGHTS REWRED FOR THE LOADS
rAaAATm ABOVE.
1. MAX FAVOR OYOWANC REFERS TO OVERHANG AT SAICNAL NOT FRONT OR REAR.
1. ABOVE TABLES APPLY 70 IBA' FLOE VADTHS WI7H 95 1�2'
I -BEAM SPACING. 96' WMN YE, WAIL HEIGHT AND 6 NAVNOY SIDE
OVERHANG.(6' OVERHANG MAX EACH SIDE OF UNITIL
EHO` R VAU T/I /.F,
��� (�Q', G\STE/�•'A•'. �( '��
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910334 '
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DAM APPROVAL -KW 0
.
APPROVED BY
IND INC.
MYNA ,ImF
JACOBSEN HOMES
,, P.O. BOO 368
SAFETY HARBOR, FLORIDA 31695
PHONE (727) 726-1138
NOTI $III
THESE SK0 ATXH5A1LTRAUMARE
DRI=AL PRDHtlETAAT• AND CQibCNNL
MATERIALS GF A4'msN NANI(AcawoRe
PIG WM uAIwNS ARE LADNOED TD ra
R[m1MI f0R 8cmtFRmD4f"TAISIX
TiPT raRlop Lq AND YORI rmr OTHM
It BY:
M.T.
DATE•
2-8-94
REV. LETTER:
DRAINING TIIIF:
' NORM. SPACING TABLES
DRAWING NUMBER
AD-TD-0072
30
51
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
SO MUM 20 FOR ALT00IAT8 M-DOWN IBTNOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS IV.
Row sym TV. 0055-L7UM
CLl�S
NONE 5 FOR
NSEE
mAXw REDID
ANOIOI AM AKI OfI AWE-1
FR011
Q„�,,�.
_
FIGURE 10.1
(Ila ONEMPH 10
c„D IAPH)
SEE FIGURE 5.0 FOR 163CM 71ErDOMN WTNOD
20 PSF ROOF
10 PSF D.L
REr. Cues. C -v q(,
al —
NOTES:
EN
5 1 E e! '.
DAPu APPROVAL. _
1. SEE AD-1D-BLES 0070 FOR SPAM TA
CIF -.
eNO' ° `• __
'�
APPROVED BY
2 SEE AD-7D-0070 FOR WAMTY OF LONGITWAL OE-OOM
STRAPS REQUIRED. ED.
f 910334
�•�
J. SEE OTHER DETAILS FOR BLOCOIO (PER) QUANTITY AND
OTHER REQARELERTS
*
4. SEE RILL ADDEHDW FOR ADOIIgNAL IE:OUEa)kNTS
�.A =. STATE OF '�W `
IN144
5. ZONE 2 /DPOAIRE SB' NAIDNIOI HDCHT
�.90•'• / Q' C� C
'GHT':•� '• N......
INC.
V.
ZONE J/ V. sus NUDE HEIGHT
`aQ`�l �p
^' `r I
p „
ZONE 3/DIPOSLK 10% 40' NAMNUN HOOHT
,s/ ,- "`
JACOBSEN HOMES
NOM&DRA AAE
,IESESpEarxA mAED
ORA : M.T.
DATE-
3-1-99
REV. LEYAR
\, P.O.
Tun.1 M COFWFACU �
JAIL MFALM
A FIGURES
10.0 AND 10.1
SAFETY HARBOR, F726-11 J4695
R. ORI
W_ SJC1s AT AM R THE
FA: slat YATERN3 AM vrrolaEn W THE
r1oT' sEac HiD0.96 AND uusN IE
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1®f m•mFNl AID 46Ef TROT oOFAS
CM ME
AD-TD-0071
ADDENDUMG�g�s
ALTERNATE TIE -DOWN SPACING TABLES
ZONE D & III/w. C tfe�
LONGITUDINAL TIE —DOWN SPACING TABLE
1
112
WIND ZONE U
IND ZONE M
IL
<�
MOOR
vm1H
NK V.
FA Bo DF
WE
W.
FA Q'
MW
mu
TA SECTION a
e
SI
u suDUI
aa
e
23'-4'
2
54'
3
4
-0' 24'
2
54'
3
4T0'
25-4'
2
60,
3
44'
25-1'
3
N
3
a
3
4T
4
41'
(SEE NOTE 14 FOR AND10R MU S)
VERTICAL TIE -DOWN /FRAM TIE -DOWN SPACING TABLE
MIN.
MAX
IND ZONE 11
WIND ZX 11
sPAaHB
In
, NIEE
sPAmic
DEL HEAD
AIINRIk N6E
FLONDIH
EAVE
MUM
.94
12'
5'-4'
31501
40'-45'
5-4'
31501
35-40'
24'-O'
12'
514
3150j
Mr-45'
54
31w#
w-a
254
12'
5-4'
3150f
4(r-45'
5'-4'
3150j
35'-40'
25-8'
12'
5-4'
3150j
40'-45
5-4'
31501
35'-4D'
30'-5'
17
5-4'
315DI
40=45
5-Ir
1 3154 1
35-40'
(SEE NOTE 14 FOR ANCHOR ANMIS)
, C EDO��lc�so�
jO.
m
m
NO 45484 m
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= -t 3 ' 'i ti
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NOM
DICKER AwlOvu:
DAM APPROVAL:
L sm AD-m-m FOR AU MOM RECIfE'IDIFIS
APPROVED BY
1 59 AD-1D-0011.1 FOR HAWN PER HDOR19 END FOR 1K I=
TABULATED ABOVE
Jun 16,2009
NIP
1 1E-DM Bm= ON THIS PACE APRMNU TO DONRU 'EiES ONLY.
INC.
4. 00 MOM ANGLE SHOW O TINE CHART AM CARNDT BE ACIMM,
FEDEM YAAIFAG DHOW
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WALLED AN APPROYED STAMM RAZE
JACOBSEN HOMES
➢EzwwwArmmmAmmARE
°AN BO M.T
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ILLTERNATE SPACING TABLES
P.a BDIL 368
09WLS a 1AcW 0011 DOMAL
mmla a�MM
—
SAFETY HARBOR, FLORIDA J4695
RICE (813) 716-1138
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RmBl1 Ea Me RIPD¢5 DD NET Mi
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AD-TD-0010.1
50
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
HNGRIGDUL
TIE -DONS
FRA1E
HERS
RE-00'MIS
N'
Or TE-DOWN SPACING
TE-M SPAM
OA
A-DPAM
TE RM SRAGNG X- MN SPAXHG
24'
MAX PER A-TO-0010 TARE PER AO.1D-0010 CABLE PER AD-RI-DO10 TABLE PER A-TD-0010 TABLE PER AO-RFODIO IAHE 4At
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE 116-DOUR MMD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TYP• FLmN SYM TYP. a°ss-IEm
OHAS9S
BE NOTE 5 FOR
H r7 I 11 uAnRM xtXlr
AXOIGt ANGLE mm Awn
FIGURE 1.1
SIM FEURR 5.0 FOR ALTEIAIATE TIE -DOUR YE
NOTES:
1. SEE A-M-0010 FOR SPAONG TAERES
2 SEE A-M-0010 FOR OUA ITY OF EONGTURAE ME-DOMH STRAPS REWIRED.
1 SEE 07M DETAILS FOR BLOOONG (PS) QUANTITY AND OTHER REQAtEAfENTi
4. SEE AD-10-0001 FOR AWEDONAL REQUIREMENTS
5.. ZONE 2/DPOSURE 'C: 60' MAXIM HEIGHT
ZONE 2/ETPORIRE'0': 44' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 40' MAMUUM HEIGHT
ZONE 3/EWOSURE V': 36' MAXIMUM H MT
ENGINEER` %. Don098VE BY
````O�.•'G\STER •--v�21,.' ��
F •.
z ,: Q� No. '•- Ij i. 3f _ ):e
EN E8703571 INC,
- N
' '� •: $ 'T Iy Aa ANTI
'%�.tF; • . D ���•`. REF. CACS
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, F'LORIDA 34695
PHONE (813) 726-1138
N01QN
TTMT]E srsrnuTlas AND DRArMIcs ARE
MURAL PROPRIETARY. AND fLIE10D M
MATERIALS OF JACW4N MANEACRAWG
FIG SXN MATMALS ARE PRDNOED TO THE
R[6UIT TGt WED<IC PL W NE HIM W
IEPT CMAEEaoW. AAD 9 XREI IROI OnM
C.L.Y.°'P+�'ALE
LY
3-27-95
FEY LETTER:-
DRAWING TIME
FIGURES 1.0 AND 1.1
DRAWING N1MBB:
AD-TD-0011
ADDENDUM
URNS
NORMAL TIE —DOWN SPACING TABLES Sty' �lC6 I&1
ZONE II & III/EXP. C & D 1�
LONGITUDINAL TIE —DOWN SPACING TABLE
(�
URN
WIND ZONE II
ZONE III
V
FLOORMDTH
wt Ott.
ARGUER
TT.
OTC
/NaOR
WIDTH
u OR
ARGUE
A.
EA EEC DF
^O
SENDEC
u gclrox
wt D
u s3cnON
K
ua e
30'-6'
3
40
J
25
VERTICAL TIE —DOWN
/ FRAME TIE —DOWN SPACING TABLE
MN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
DBL HEAD
tow
NNOOR ANGLE
SPASPACING°��
ANCHOR ARM
364
6'
1 6'-9'
31501
41-46
5'-5'1
31501 1 44-49
LONGITUDINAL TIE —DOWN SPACING TABLE
ION.
WAND ZONE II
1WND ZONE 01
FLOOR
WE
ANCHOR
DIY:
ANDIOR
v
TH
TM
FA D O
OF
EA DO OF
A.
RGUE
ARGUE
�0
a stcTla
SEC
ML
MOIL e
u SECTION
TARN e
4
42
4
25
VERTICAL TIE
—DOWN / FRAME TIE —DOWN SPACING TABLE
MEN.
MAX
WAND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
I
DBL "I
tow
uANCHORANGE
SPACING
D ARM ANGE
oA AD
6'
4'-6'
3150/
1 46-50
4'_p•
31501 49-52
VANDZONE 91
(110 MPH)
20 PSF ROOF
10 PSF D.L
(� /�
FLEE flEDS GvfF- (p/ 4.GI-
,\flllll lllllA/„
NOTES:
EH �F �i
DAPIA MPRQV W Q t
C��•�(j\STER .•�� '�,,
I. SEE FULL ADDENDUM FOR ADDITIONAL. REOUX ENTS
:`�
a: No. o-•. ;
APPROVED BY
7. SEE AD-TD-OD71 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR
THE LOADS
910334
ftaft
TABULATED ABOVE
: e.o
VMINC.'
,'�'•• STATE OF :'�
•
,.,,(p
DoanAA:IAauaMnTrsluoum
JACOBSEN
HOMES
Nor1c TWN BY: DATE REV. LETTER:
THESE AIM IRATINq AM M.T. 2-8-99
■
„
P.O. BOX J6B
L PROPRIETARY,
MARIUA, PRDMWCTARY, A110 Ca4EEN1V1 DRAINING TITLE:
YAIEAVA$ A�a�N uAMIrACTIIAIIo NORM. SPACING TABLES '
bf
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1136
M 9 MAIDIAAS AK PA0V= 10 IME
AC6NN Im SSQM vIPV036 ME IMST R DRAWWG NUMBER:
REv1 YODIoOmAI AAD sG¢1 IROY WDpQ AD-TD-0070
49
32
/,
SEE DETAIL 'B'
SEE DETAIL 'C'
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
DETAIL 'A'
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
DETAIL 1B'
NOTES,
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31501 MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP).
FRAME TIE -DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I -BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL IC'
THIS TYPE OF PROTECTION MAY BE USED FOR
TF,fcyPH,AT LONGITUDINAL TIE CONNECTIONS ALSO.
' r . 7 I APPROVED P.Y
910334
0
-
� '. STATE
AND " �1'OTHERS
11 ' - NOV 2 4 1998
JACOBSEN HOMES
NOTICE
RcSEMKAW6AM11RAICSARE
DRAMV BY:
M.T.
OAIE
11-18-98
REV. lET1ER;
■
O
O AL PRWKTM AND CWMnA
YA1°0"LS Or ACOVAN UAMNACTURING
DRAMNG TIRE-
,� P.O. BOX 368
MISC. TIE -DOWN
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NG AOI RA709S ARE RMWO TO RE
IVCipRMWSECKYR=O1�iM
NUMBER:
Or
AD-TD-0050
ADDENDUM .
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING 11E--DOWtJ SPACINGS
lE-0011a
>�-Dora
TE �
SP mIfi
sP
19l AD-16-WI61 IA®E PBt Ao-1D-WI41 RBE PFR lO-1D•WID1 IAYE RR RI-iD-WI01 D21E PfA AD-iD-OOI41.1ARE YAY
FIGURE 1.0
m
v No 4i;,: r•!
a o9,a:
,o�•b 2�`�:
SECTION
�SHOWIN
11G AWNS T1P.RODISTSIBI m ao;s-lei
oases
sEE Yoa s la
YAAIY IBOIr
I
1--AN01� +tl1YE (4E IIOI A, NIQI02 NWE (SFEE YOIE l�
FIGURE 1.1
(oESQ1 BASED 01195 I/Y )-BFiIY m11EA5 AND 86• Hdl �E1AUS>
Du�Tx aaPRwu:
wwA AvrRavw
NOTE'9-
I. SEE AD-TD-00161 FOR SPACNG
Fq
IL
I am
TAMES.
APPROVED,
moo .00
u
YO
oe
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WAND ZONE 01
FLOOR
CH. Ott.
ANCHOR
MN DIY.
ANCHOR
WIDTH
EA END OF
ANGLE
EA DID OF
ANGLE
O v
EA SECTION
LAN 9
EA iCDa
uuE e
12'-0'
2
43'
2
55'
IS-4'
2
50'
2
63'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE P
WIND ZONE III
TT
VADH
EAVE
OVERHANG
SPACING
L�
ANOUR ANGLE
SPACING
DR. HEAD
LOAD
ANCHOR ANGLE
6'
8'-0.
3150E
1 40'-50'
6'-8'
31501
40'-50'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
31501 -
49-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III ,
v
FLOOR
YOL Ott.
ANCHOR
UKOtt.
ANCHOR
S�ti
WIDTH
EA END 6
ANGLE
EA DN ON
ANGLE
v
FA gCTION
VOL B
FA 4CRa
YIR B
12'-0'
2
64'
3
47'
O
12'-0•
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE R
WINO ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SpAOXC
ON' MEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEADANCHOR
LOAD
ANGLE
12'-0'
6'
54
31501
40'-45'
4'-0'
3150;
49-50'
13'-4'
6'
5-4'
31501
4T-50'
4'-0'
31501
40'-50'
NOTES,
EHGIA RV`` O�
DMA APPROVAL'1.
SEE AD-ID-aaN FOR ADATOtUI REWFLa RTS
`�O'Z'`_GTSrE ' FOF°'�
APPROVED BY
-
THE LOADS
2 SEE AD-1D-001] FOR WLYW PIER Iff1GHT5 REoIIREO FOR THE
o
5 19
TABULATED ABOVE.
ENES703571
,LAN 1
1
INAINC
I MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEMAIL NOT FRONT OR REAR.'
4. AM ATABLES APR- TO 160• FLOOR FLOOROFLOORC CTH 95 1/2•
y5, STAT'' F C:
Z 0 W
�
nawNM,/IDYPJIO[
[9SIAnOlA10 Y/DIMLYGKN
LL DC UA
I -BEAU SPACNFA 96• Mw 9 AAYDEWALL I]LAIQr AND 6• MA7OIRIu SIDE
OVERHANG (6. OVERMANG MAX EACH SDE OF UNIT)
- .eA''•!A`/
'�i��Fs' . �IA�.-•G����.�
JACOBSEN HOMES
N017C6` AAA![!III
TKSESCDFammsArmmwKsARE
11111d •
C.L.Y.
DATE: -
5-30-95
REV. LETTER:
P.O. BO% 368
„
DMONAL PRDAgTARI', AXD ELIQOOI
OF NA
MATUNMS J=SEN MANXAC1Ua11c
yH NAIA• LS A% Pi O40 TO THE
DRACNG TnE
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHDNE (I 726-1138
D16 EH 9401E NPfl1Ta NO MbT H
N cw'w"AI w %Go FROI aT
DRACNG NUMBER
AD-TO-0012
S, ttp ADDENDUM
�C�oR
�000 P ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANGLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FDR RBCOMIDED TIE-DOTN YERfOD
IMPORTANT NOTICE:
511 NORa / F RAM" XDDN
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
11IDI USING TRLS M-DOTOT CONFIGURATION A STWE =7 PRODUM YODEL 57SH (TYPE 2), AUGER ANCHOR 11112 A DESIGN WAD (10RImD LEAD) RATING OF
4.000 POUNDS AND AN ULTWATE LOAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUI& NT ANCHOR IPd7DIC THE ABOVE SPOMICATIONS MADE BY
ANOTHER M117101RER MAY BE USED IN LED Of IME STYLE CRO PRODDIM ANCHOR.
I. SEE AD-TD-OODI FOR ADDITIONAL REOUREMENiS
L SEE OTHER DETAILS FOR BLCOIGHC (PIER) OOANRTY AND OTHER REOXSE SAS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOM SPACING TABLES (AD-M-OD35).
4. ZONE 2/EXPOSURE'C: 38• MAMUM HEIGHT
ZONE 2/ETPOS RE D': 26• MATGNIM HEIGHT
ZONE 3/DPOSURE 'C': 26• MAARM HEIGHT
ZONE 3/EVOSURE V. 2B' YA)INUM HEIGHT
5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES.
JACOBSEN HOMES
P.O. BOX 368
RE SAFETY HARBOR, FLORIDA 34695
El=PHONE (813) 726-1135
N077CE
ATIDIS AND
THE ALTERNATE TIE-DOMN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WIND ZONES AND N BOTH EXPOSURE 'C AND EXPOSURE V. IN)MVIGR, BY
INSTALLING 42 FRAME DE-DOMN STRAPS AT THE 'OUTBOARY H-BFAH INE MAIL
HEIGHT OFF THE (ROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMNDm METHODS FOR INSTALLING FRAME TIE-DOM S,
�G15TpgFti;;
APPROVED BY
No. O'•.
P4E
NIP,INC
STAT QF f
mob.
AAFIFIII
Ls AAE
II IIA['VBT:
C.L.Y.
DAIS:
5-30-95
REV. LETTER
xxw
URNO
/�
A
ORAIO/G nlle
FIG. 7.0
TO THE
—It
0m
DRAWING NUMBER NUMB
AD-TD-0041
34
47
R�Q� UM
�10UR�
�D
P�C�Qgs
OTYN� PACING TABLES g�E
ALTERNATE TIE-DOWN
ZONE II & III/EKP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
NWD ZONE II
1NND ZONE III
Ma CITY
ANCHOR
MIN. Dtt.
Rom
�!
<4
FLOOR
WDTH
EA END OF
ANGLE
EA EEG OF
ANGLE
Ulu,
a SECTION
UK
EA. SECTION
e
12'-0'
2
43'
2
55'
�'
O
2
SO'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE U
WAND ZONE III
SPAONG
DELOAD
ANCHOR ANGLE
SPAONG
��/D
ANCHOR ANGLE
FLOM
WDTH37501
EAVE OVERHANG
21'
4'-0'
3900A
22'
IS 4'
6'
54 13850j
25'
54
3960,
30'
THIS
ALTERNATE
APPLICATION REQUIRES
4,000 POUND
ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
i�
MIN.
WIND ZONE II
WAND ZONE 01
FLOOR
YR. Ott.
EA
mmm
E
MEN
UK OTT.
EA 6
Rom
ANGLE
t4
tjQ O�
WIDTH
EA SECTION
SEC
Y0L B
EA SECTION
SEC
MIN. B
12'-0'
2
'
3
47'
12'-0'
3
37
3J'
4
33'
�
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE D
WiND ZONE III
SPAR IC
D��
man ANGLE
SPAOXO
DEL. AD AD ARMANGLE
EAVE
W1DTTH
H
OVERHANG
12'4'
6.
4'4
39501
25'
Z-8'
39301 120'
13'-4'
6'
4'-0'
3SE01
25'
2'-8"
4000$ 1 30'
THIS
ALTERNATE
APPLICATION REQUIRES,,,,41i000
POUND
ANCHORS
NOTES•
fNa EC& _\R ., QF Ii,��'
DMA APPROVAL'
1. SEE AD-M-0001 FOR ADDITIONAL REGUBELENTS.
O�O Q�G\ NoE.AFoF2��=;
APPROVED BY
2 SE--MFO FFORuuGlNu PH HDWTS REMO FOR 1HE LOADS
E
= � ENES703571 t G
5
ON P
1 MAX EAAVE OVERHANG REFERS TO OVERHANG AT SIDERAIE NOT FRONTOR REAR
= -NC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
y O�,'., /Ay �.\ •: ��``�
I
WamaoiwofwmFggq
I -BEAM SPAONG, 96' MALMW SIDEWA L HEIGHT AND 6' MAXDLIM SIDE
%,
'r""•
OVERHANG (6• owRAxc MAX EACH SIDE Or UNIT].A.,'A1'SA,
F,�� ��.�`
JACOBSEN HOMES
NOTICE /77
ID
THESE SPEGIMDONSADRAUROSARE
OIOMAL PROPRIETARY, AND TL6mOML
(OA17A :
C.L.Y.
DATE
5-30-95
RLV. LETTER
ORANNc TITLE.
TABLES
MATERIALS OF uco ml MA FACT"G
ALE. SPACING
P.O. BOX 368
,I SAFETY HARBOR FLORIDA 34595
r¢�T FOR SPE= REFO AD MIST Of
DRAWING NUMBER
AD-TD-0040
PHONE (813) 726-1138
AIDE C01 mR.A AND %av nu oDERS
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOVING TIE -DOWN SPACINGS
aGODINALW
IRE-DONIS
FIT"
lE-DDYf6\1
H \z
TE-D0W SPAM TIE-DG N SPAM
ME -DOWN SPACING
E-OOIN SPACING
TIE -DOWN SPACING
C
YAX PER AD-ID-0012 TABLE PER AD-M-ODI3 TARE PER AD-M-OOR TABLE PER AD-TD-0012 TABLE PER AD-RFDO2 TAM RA)C
FIGURE 1.2
S6 FIG110 F0 FOR AIMAT6 13-DOER IO;fROD
TYPICAL CROSS SECTON
SHOWING TIEDOWNS » P. FIDm sm
SEE N0tt 5 Fa
MAnnn Feat
E—AIMANaDR� .
mu mu
FIGURE 1.3
SEE FIGURE 7.0 FOR A6T0(RATE 1Z-DOIN WMD
NOTES:
1. SE AD-1D-0D12 FOR SPACING TABLES AND NOTES
2. SEE AD-TD-0012 FOR OUANTY OF LONGIIAIAL TIE -DOWN STRAPS REOURED.
3. SEE OTHER DETAILS FOR BLOMNG (PIER) QUANTITY AND OTHER REIXIREMENii
4. SE AD-TD-OODI FOR ADD11IONAL REGUREYENIS
-5. ZONE 2/WMRE 'C: 30' MANUM HEIGHT
ZONE 2/EE7ffO5URE b': /B' YAXDRIY MXili
ZONE 3/EEXPDSLIRE 'C': 2B• MAXIWJV MIGHT
ZONE 3/EXPosIRE b': 60. 4AXDNY EEIOIi
ENOIEE`R„`(�tEf/MfllllAAA
.�``�` ••`•DO4b "-
' �0; •�G\STEA,i� _(C2 �:
P N0. O _
:• EN S7O357
A fOF ;��
'� '. A
,'X� . �7A�:
..NA
DMA APPROVAL'
APPROVED BY
�{Ay.
�N i
�vwIE INC,
JACOBSEN HOMES
moo
P.O. BOX 368
„ SAFETY HARBOR FLORIDA 34695
PHONE (813) 726-1138
NOTICE liA�
THMSPEUICAIXINSAI0pb11DMtWj1
ORIGINAL PROPRIETARY. NO IaOL
MATBaus OF'"mBm' MOIFAcnEMTG
DIG SOON MATERIALS ARE RAILED TO M
RESENT FOR SFOL PURPOSES AD MM O
IEFF CWWTA AM suer FROM OWNS
LDR �N
lL C.L.Y.
DATE
5-19-q
REV. LETTER:
DRAWING TITLE
FIGURES 1.2 AND
DRAWING NUMBER
AD-TD-0013
46
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
mD
tE-miM
iTG1E
PEWS
DE-DDWNs
1/'
I • TE-001H sAaNc
TE-DOW SPAOIC
I k-OOMR 4Amc I TE-DOM SPAONG
f N-DOW SPAQ', 174•
YAE PQ! AD-rJ-OOIO IAHE PER W-111-00I0 ME PBi M-ID-mlo 718E PUR AEI-lEfmlo TAKE PER AD-m-mic TAM um
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES,
1. SEE AD-ro-DD10FOR SPACING TABLES
z SEEAo-ro-ro10 FOR DDAADn a taum Gu TIE -MOWN STRAPS REQUIRED.:
1 SEE 07M DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REQUIREMENTS.�•
4. SEE AD-TD-Omi FOR ADDITIONAL REQUIREMENTS
(� PBOVAL., /i/
�:•FE No. Fo'? =
ENE0703571 "
_
•'
% e'DIAN. V\��:�
�A'llnn � mTa`
DAPIA APPROVAL
APPROVEDBY�
.SEWN I 5
A `] ITS EC
wmnca sVFT�swnm
JACOBSEN HOMES
P.O. BOX FLORIDA
SAPErY HONE (613)26 1138 695
NOTICE -DRAWN
TNESE sFEw im MD DAAMNcs ARE
OATERI PROGWCIART, ANO ft ACTORING
MAIFWIN Of JACODSEN PR04M TOW
OTC WIN YATaYi15 P HtCARm T01NF
KOMI l c wm CF K) au M01�
BY:
C.L.Y.
DATE:
5-19-95
REM. ET ER:
n
H
DRAINING TITLE-
FIGURE 2.D
ORAIMNG NUMBER AD- TO-0014
�.f
„DWKH°,yAf ADDENDUM
Ifs �`•.''°`K." �,aTlss -ATpLLS '
E0R \1�E�-OOWA CU6,.W4
ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING 11EDOWNS
SEE NOTE S FOR I
MADIAN HOWL
(TIKES OI la-m-M DOM APPLY
ro nQg STATNDD YAD.TDE SECY06
OF THE UNIT -SBE IN L AD-ID-M]
M. Rme SYSiN�
ARM
M.
FIGURE 6.0 FIGURE 6.1
SEE MUM 1E MR RECOMMENDED M-DOWN IkEDD SEE FIGURE 12 TOR RECOMMENDED R&DOMN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING HDS TZ-DDNN CONFIGURATION A SMYIE CREST PRODUCTS MODEL 57SH (TYPE Z AUG[A ANCHOR TIIH A DESIGN IDAD (TOREINM IDAD)) &Tm Or
4•DDO POUNDS AND AN ULTIMATE LEAD RATING OF 6,000 POUNDS MUSE BE USED. DD CpNVDANi A4CBOR YCCINC SHE ABOVE SPECGICA11016 F1ADE BY
ANOTHER MANUFACTURER MAY BE USED IN LEEU Of THE STM CREST PRODUCTS ANCHOR.
NOTES. THE ALTERNATE TIE-DOYN METHODS SHIO'ALI ABOVE ARE ACCEPTAM FOR USE N
I. SEE AD-TD-0001 FOR ADDITIONAL REIXNkMEN7S ALL WID 20NES AND N BOTH EVOSMRE 'C AND EXPOSURE V. IgNEVER. BY
UETALENG THE FRAGE 7E-DDNR STRAPS AT THE 'OUTBOARD' I -BEAU THE MAX
2. SEE OTHER DETAILS FORB1000NG (PIER) QUANTITY AxD OTHER REOUWEMENiS HOQIT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (/D-TD-00201 RECOOENDED METHODS FOR INSTALLING FRAME TIE -DOOM
4. FOR
SEE AD-TD-0020 AN AD-1D-0021) SPACING TABLES (AD-7D-0010). ENGINEER C D011lll''' DAPIA APPROVAL'
5. ZONE 2/EVOKURE Y: 32' MA OIUM HEIGHT .``� `T. PPROVED BY
ZONE 2AVOSURE V. 24' MAWM HEIGHT ��` O �j\$TE; .F /�
ZONE 3/DPORK'C: 24' MONN AM HEIGHT Q� No.�FO:2
ZONE 3/DFDS URE '0" 28' MA=U9 FE10HT - E870 JUN 1 5 TO
-NIP
= -
s _ INCVitt
CQyf� :we.�:o•.-wmrao
�, FS,..,YJIA:�cAV�.•
NOTICE: q ry,q nu„ps `s�� DATE REV. LETTER
JACOBSEN HOMES nfaVEA110,,NMANDDAANNGS/� oRY C.L.Y. 5-30-95
■ DaONAL PAOPIETNH'• NO mR. L OAWNC TIRE
P.O. Box 368 MATERA1S OF,ACOM MAAVA;;;;G FIG. 6.0 & 6.1
„ SAFETY HARBOR FLORIDA 34695 MG 2" MATOP S AAC PRMDED TD rAE .
PHONE (813) 726-1138 "OMW'"ERNp� RM K CRAG NUMBER
MINI AD-TD-0033
36
45
C
°aQ� ADDENDUM
R
_ P���ORS CG TABLES
ALT. OFFSET UNITTIEOW SPACING
000 III1/ C&D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WAND ZONE II
WAND ZONE It
FLOOR
SIN Dn.
A
INN. Dn.
ANaOR
WIDTH
(A OFA
ANNN
EA a9 OFANANGLEEAsC
v
�
SE
uN. a
EA. gclre
mi 6
200''-
N/A
N/A
N/A
N/A
24'-O'
2
42'
2
53'
1�o
25'-4'
2
45'
2
58'
26'-8'
2
48•
3
3'70
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
WAX
WAND ZONE 0
WAND ZONE III
SPACING
D��
MOO ANGLE
SEAM
DE SAD
ANDIR ANGLE
FLOOR
WIDTH20'-0'
EAVE OVERHANG
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'4'
12'
4'-O'
40001
20'-30'
4'-0'
40001
2T--30'
254
12'
4'-0'
4DO01
20•-30'
4'-O'
40001
20'-30'
26'-8'
12'
4'-O'
40001
20•-30•
4•-0'
40001
25-30•
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WAND ZONE It
HIND ZONE DI
POOR
y.HT O
A. DID
EA
ANCHOR
ANGLE
UK On.
FA ENO 0'
ANGLE
ANGLE
U
YADh1
EA YGINW
MIN. 0
EA gC110N
IIDL 9
O
20'4'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
BIND ZONE Q
WIND ZONE HI
SPACIG
DE
MOO ANGLE
SEAONG
[I��
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40D01
2D'-30'
2'-8'
40001
20'-30'
25'-4'
12'
4'-0'
40DD1
Z,5'-30'
S-27
40001
15-3T
2V-8'
12'
4'4'
40001
25'-30'
S-2'
40001
25'-30'
NOTES:
ENGINEER %ffilMUllllll//
DAHA MPROVAL
�x.. C. DDT•,
PPROVED BY
1. AIFFSET SECTION WITH THE MARRIAGE NNE WALL CITINDNC BEYOND TIE ENIWALL OF
BE BED
C``OA(� �srFq �0�.'%,
M ADWENT SEM MIIST DOWN AT THE MARRIAGE U1A N ACCORDANCE
MIN THE TAKES ABOVE TIE S!"AIE SIDE AND THE AD ACENT SECTION(5) ARE TO
4 '' •Q� No. �O'•.
JUN 1 1 NJ
B: BEDDOW INACCMANCE NTH TIE ALT. SEAONC TABLES (AD-TO-00301E
r87
JNJ
(�I
INC.
SEE AD-ID-000I FOR ADDITIONAL REDUREIIENIS.
3. SEE AD-M-00M FOR MA16= PER TORPOR REOWED FOR TAE LOADS TABULATED
' ST''pJT .y`'� Z
'y9p�•• �/ qq�
'lA+�`'�\`
cHw:-.::.:.-�mn.A+Nv
.
��4. `�
s,
ABOVE.
�.•.!1/,
JACOBSEN HOMES
MS[ SPEO(IGTI013CE CE OLA'iINU1'%LL't
aHA"��`, C.LY. DATE: 5-30-95
rEv. LETTER:
rTmEl
P.O. Box 3"
Hx400. PROPWGTART. WW c HAIL
MATf6ALS OF A1tae3B MAINALUW6
ORANNG nTL•
ALT. SPACING TABLES
QxrrW.
SAFETY HARBOR. ROPoDA 34695
PHONE (813) 726-1136
S01 RAIEdNS AJK IR01� t0 M
AD1ExRl F0 9ROC Ilxb¢fa Aw WAI K
an WmMlanAl Aw 40LT Iiml aoHDn
EANNG NUMBER:
AD-TD-0032
ALTERNATE TIE —DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE VIEW OF DNN FRAME
7E-DOW STRAP
SEE OTHER DETAILS
FOR TIE-DOMN STRAP
SPECFXATIDNS
APPROVED ANCHOR WCLVD TO
HAW I-ffAM (SEE OTHER DETAILS
SEE AO-11)-02m FORFORAELO116) TD BE NSTAIM
RADAIS CUP DEEA:ES AT TIE FACTORY.
(REQUORED THIS LOCATI@7). (UK 31501 W9TWNG (D:SSN) LOAD
AND 47251 ULTIMATE LOAD.)
0=0 ANCHOR
SEE OTHER DETAILS FOR SILO
ANGLE AND OMR INSTALLATION NOTES
SOLID HEADER (CROSSMEMBER)
SEE AO-TD-0200 FOR
RADOS UP DETAILS
(RECCRED THIS LOUBCN).
SDE m
FIGURE 2.1
FRONT vEW :' x (. V2]
CUTINTO40 PATTER
FORSTRAP
c w5T BE LOCATEB
MInFN 5' Of IUD:.
UTTACNFINT.
(FACTORY CPT)
CHA59S 1-TAM.
/ SEE 2T] FOR
IS CLIF
IHOIus tEP DETAILS
J/ (AEC.11E0 THIS LTCATIG!).
5 M .
TE-DONN STRAP
SEE OTHER DETAILS
FOR BE -DOWN STRAP
SPECFICATIDSS
GROHND ANCHOR'
SEE OTHER DETAILS FOR SIDE,
ANGE AN3 OTHE INSTALLATION NG::S.
FIGURE 2.2
,,�`�'� 1' i ail
�� �� .:'C .s .;
NOTES
ELp ApmVAL,- N.
DMA MpROVAL-
1. SEE AD-TD-0010 FOR SPACNG TAKES
2 SEE AD-M-WO FOR INANITY Of LEOIOOIAL TIE -DOWN STRAFS ASOIAE.
•• ;F
STAY!. ';: _
-
I SEE DTiER DETAILS FOR BLOCWNC (PIER) WANTTY AND OTHER REDIIRELAHIS.
.::
- A.
4. SEE AD-ID-0001 FOR ADXTOAL REWRIDU HIS.
i i„•(,".,. '•: ?7,-�
ANCHOR BRAG ET AND TIE -DID N
DET,IEES AM CERTIFIED BY OTIM
nonca 0 M C.L.Y. g-13-95 ..„w
JACOBSEN HOMES >�Ta� S,ADCA WAm
MAL
��I■' 0001A. AxCLC,ws AN RAW& tom' CRAWNG tPRG
P.D. Box 363 NAmms o ADm411 w"rxlU= FIGURES 2.1 & 2.2
• SAFETY HARBOR, FLORIDA 34695 gm"ll Aa R r Anram ww Pm K DRAWNO NWBER
PHCVE (813) 726-1136 art mrwaa Am 1C087IR01 own AD-TD-0015
44
f
7 3l J
LONGITUDINAL STRAP ATTACHMENT
TYPICY
TYPICAL LONGITUDINAL ANCHOR STRAP ��
(FIELD INSUIIED) / /
CATOR BEAN CLAMP, MANUFACURED BY
T&DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
NOTES:. DAPIA APPROVAL'
L SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE I STEEL STRAPPING, 1 1/4" HIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL M
ENGINEER OR ARCHITECT AS CONFORMING VATH ASTM STANDARD SPECIFICATION WIPINC.
0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
FETE AL MANUFACTURED HOME
CON RUCTION AND SAFETY STANDARDS
. MNOTICE DRAWN BY; � DATE: REV. LETTER
M'JACOBSEN HOMES THESE SPEOnCAT=S AND DRAWINGS ARE M.T. 6-12-01
ORIGINAI, PROPRIETARY, AND Gva1DENBA DRAYANG DTL E:
N ANIFACUPW TUDINAL STRAP ATTACHMENT
P.O. Box 36e- MATERIALS OF JAMS SUCH uANEeA 5 ARE FIroxDED t0 NE LONGI
SAFELY HARBOR. FLORIDA 34695 RECANNT R I SEE¢ PMFOSES w MIST BE DRAWING NUMBER:
PHONE (727) 726-1138 NTAI DOWIDE OAL NO SEEM Mau OTHERS . AD—TD-0016
�0 ADDENDUM
oo# P�o�°Rs ALTERNATE TIE —DOWN SYSTEM(S)
ao
TYPICAL CROSS SECTION
SHOWING 11EDOWNS
SO: NOR A FOR
HEIGHT
I1A101W NDoIT
4. MAXT I FIGURE 5.0
Fes— SEE FIGURE LI FOR RECOMMENDED 'RD-DOWN IMD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS 11E-DOWN CONt7GURlfEN A MU CREST PRODUCE MODEL 57SE (TYPE 21 AUGER ANCHOR TWEE A DESIGN IDAD (TORENG LOAD) RATING OF
4,OOD POUNDS AND AN ULTNATE LOAD RATING OF 6,000 PoUNDES MUST BE USED. AN EgUNH.AAT ANCOOR MEETING THE ABOVE SPEMCATIONS MADE BY
ANOTHER MANUFACTURE( MAY BE USED IN IZU OF THE SIDE CREST PRODUCE ANCHOR
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
Z SEE OTHER DETAILS FOR BLOCHNG (PIER) OUANRTY AND OTHER REOIRREMDNTS
3. FOR FIGURE 5.0 SEE ALTERNATE TiE-DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 2/EyP0SURE'C': 3C uUCMW How
ZONE 2/EXPOSURE D': 27' UATOMUM HEIGHT
ZONE 3/EVOAURE 'C% 30' WATUNU HEIGHT
ZONE 3/E905URE D': DOS APPLICATION IS NOT APPLICABLE.
IHE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WI HD ZOATS AND IN BOTH EXPOURE 'C AND omOAIBE V. HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE ' UTBOARD' I -SEAM THE MAX
HEIGHT OFF THE GUM IS GREATLY ROXICED, SEE DIM DETAILS FOR THE
RECOMIMED METHODS FOR INSTAENG FRAME TE-DOWNS.
JACOBSEN HOMES
WON SPECIFKATOG MV DAMNED AM
ORIONJ.. PROMIM. AND Yardaank
MARIRALS OF NACOM MNAFACNMHO
P.O. BOX 368
K SUCH NATDDNS Are PIMO TO O2
SAFETY HARBOR, FLORIDA 34695
MOPOIT TOR SPEHRY I WOSC Ala HEIST BE
PHONE (813) 726-1138
MT COMWRq AO SUM IRA OTHUM
S TFkF
No. c'•
JA
r-T..'L�:LC:vCI1:�J'13
6-13-95
FIG. 5.0
AD—TD-0031
38
43
�C�oRS g�q� ADDENDUMACING TABLES
ALTERNATE UNIT TIE DOWN
5
7AVII
IT 0. ITT /VVD F' 2, TT
MIN.
MAA.
Omu ne¢ U
mnu Lunt DI
FLOOR
VY10TH
EAVE
OVERHANG
SPAONC
DEL HOD
ANCHOR ANDF
SPACING
DEL HEAD
ANDDR ANCLE
10'-0'
12'
4'-0•
31501
40-50'
2'-8'
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
Y-8'
31501
40'-50'
13'-4'
12•
4'-0'
3065;
40'-50'
2'-8'
3ml
40'-50'
NOTES:E'�
L'�MbpFit A
iYAcD BY
1. OFFSET SECTION A1TH TJE YARMAOE UNE WALL ECM04C BEYOND THE ENDWALL OF
JP�0 .•�G15�rR�'•. j
REVISED
THE ADJACENT SECTION MOST 8E TIED DOMI AT THE uARRIAEi LINE IN ACCORDANCE
MIN THE TABLES ABOYE THE 9DEWALL SIDE AND ME ADJACENT SECTION(5) ARE T
h• •, - 4
` C CF] 9 0 1
JLr 7 1
BE TIED DOMI IN ACCORDANCE MTI THE NORYM SPAONG TABLES (AD-TD-0010).
2. SEE AO-M-0001 FOR ADDITDUL REOIP.EYENIS.
•
INC.
ICY � 9
ISEE AO-ID-0021 FOR uAAUUY PIER NEN]IT REOIWCD FOR ME LOADS TABULATED
ABOVE.
�`''• ��J "C1�4.Z FED
��4c`rS , D1R�.'.��.�
RAl MANUFACTURED HOME
SAFETY STAND
CO
STRUCTION AND
JACOBSEN HOMES
I oY1NF pAARE
Huss
Nn
R.R.
DATe
8-27-96
'. LETTER'
■
P.D.
LPROPMEIR AIAT W'r ARE
OEaRIAL POF JACO AAO NUfACT IC
a R YA Ne
DRAINING TRE:
OFFSET SPACING TABLES
„
MATERIALS MOED TO
A TO
R. FLORIDAYATOeAas
SAFETY HARBOR OPo31695
PHONE (813) 726-1138
KO MI fq M. q�iw . K
PUT COPEW1A MO SLaiT IWOY OKK
DI NUYODC AO-TO-0020
16
LDS.
42
39
ADDENDUM.
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SNOWING TIE -DOWN SPACINGS
WIN
i=.''�aJ�-1
is is
III III
=
►�JI��Jr;
o
,
all i s,
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN METHOD
TYP. CROSS SECTION(S)
SNOWING TIEDOWNS
SEE NOTE 5 FOR
MAM How,
FIGURE 3.1
SEE FIGURE &0 FOR ALI IT'E HE -DOWN METHOD
FIGURE 3.2
h1ffii9tlDLt6FkHhW$. ALTERNATE TIE -DOWN METHOD
NOTES:
I. SEE AD-TD-OD20 FOR SPACING TABLES (OFFSET SECTION ONLY).TD �� O G\STFq •• .c�%�'7- •, APPROVED BYE
2. SEE AD--0020 FOR QUARRY OF LONOTUDUL TE-DOWN STRAPS REQUIRED. 4_'Z• Q� No. FO .
(OFFSET SECTION ONLY) _ ENE8703571
3. SEE OTHER DETAILS
FOR f£ONC (HER) QUANTITY AND O1HFR-REQUO2EHENTS _ _ N 0■ ■ ■ I i a Z0
4. SEE AD-TO-0001 FOR ADDRIONAL REQUIREMENTS. 9.•• WT
C
5. ZONE 1/EIEOSURE 'C': 214' MA1011UM HEIGHT i�,EE'•. /�6 •'C1�`�� mcl ,"""'�"'®" ' v `•y
ZWE 2/E)OQSURE 'D': 24' YAXIIUM HMT (32' 0 24' WIDE MIN.) i, 44` „ _ �\ �s IOI MOL:YOIT:{DlOY{p
RE V: 32' MA)MM HEIGHT
ZONE 3ZONE �RE'D: 32' MAXIMUM HEIGHT (44' 0 24' BIDE MN.) �Ess!�NA�
JACOBSEN HOMES
NOTICE.`
IBES7 sKanCA➢ONSAND DRAWN6AM
UHAIVN 8T:
C.L.Y.
OATS
5-11-95
REV. FETTER:
P.O. BOX 368
ORIGINAL. PRWMARI; AND DCHF NTLIL
MATERIALS O' JACOBSEN MANJFACIURWC
DRARTNG TITLE:
FIG. 3.0, 3.1 & 3.2
n
mpor
SAFETY 95
DEG SUCH MATERIALS ARE PROVK D TO THE
FOR P AND
//�`
DRAWING NUMBER:
PHONEE (813)F726 1138
�IDDIT
KEPT no au� OHM
AD-TD-0021
4
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECI(ON)
SHDWWNG HE-00hN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES,
1. SEE AD-ID-0020 FOR SPAC^N; TABLES (OFFSET SECTION ONLY). �O•Q�O\ NoE
2. SEE AD-TD-O= FOR OUANITY OF LONOnmAL TE-DOWN STRAPS REORRED. 2 NEE7G. (OFFSET SECTION ONLY) _=
3. SEE DIM DETADS FOR ffOOCS; (PIER) QUANTITY AND OTHER REOUNFSONTS '
4. SEE AD-TD-ODO FOR ADDITIONAL REQUIREMENTS T.Qj
as��f1 Al
m
015
INC
JACOBSEN HOMES
NOTICE
ra4 Aw
NA NtlT:
C.L.I.'
BAIL•
5-11-95
R••�••w
L PROP AR CONE A¢
W NaacoNut
oATIOW POF JACOBSEN
MAIDENS OF JACOBSR MAIIfAC%lLNO
OUIRNc n11E
P•O. 80% 368
FIG' 4.D
„ SAFETY FLORIDA 4695
INC- SOON uAIW15 All SES To ra
SOT
DRAWND NUMBER:
PMONE (S J)
[ai1mI�EAE RIO T W oM�
AD-TD-0022
40
41