HomeMy WebLinkAboutSET UP MANUAL - ADDENDUMFILE COPS'
SET-UP MANUAL ADDENDUM
RECEIVED
AY 14 7.019
fe c9ymFY« Permitting
SCANNED
BY
St. Lucie County
14 PF
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
1:1001-
EIMPFF
,JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1-138
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 8.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOIJNG OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTWUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
/DUCT SUPPLY OR RETURN
DOLING
iSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT. THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENNG
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
Im
IN 1 5 w
INC
JACOBSEN HOMES NOTICE DRAWN By-* DUE ui¢m
n¢sE �E0nu NOTICE. -
AND DRAMxcs ARE C.L.Y. 5-30-95
OMONAL PROP9E t Arm COUVENiVL DRAWING TIRE:
MAIDENS OF JACOM MANNAC1URINC
P.O. BO% 36B INC 9 MAUp ARE PRp TOM EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 ROOF FOA �OlC RF"n NO MI R DRAMNG NUMBER:
I m PHONE (013) 726-1138 MT CPF ft NO 200 mw OTNOM AD-AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERNE CONNECTION FOR DUAD UNITS IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DE m-q
NOTES:
1. 30 GA GALV. STRIPS USED MAY BE MIND DEFECTORS
REMOVED FROM ROOF IN ORDINAL CONDITION
(EXCEPT FOR STAPLE HOES).
STEEL STRIP MAY BE CONDMIOA OR PIECED.
2. SHINGLES IN THE DOZER AREA OF THE MAIN UNIT MAY
BE SNIPPED LOOSE AND INSTALLED ON SIX AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO OTSINE THE SHINGLES UNE-UP
FROM ONE SECTO TO THE NEXT.
30 GA. GALY 5IM STRIP
INSTALLED OVER IMIINC LINE
JOINT (SEE RAN NEW BROW)
ROOF
30 GA GALY. STEEL STRIP
L' X LENGTH OF ROOF SECMRS
MAY BE OYERAPPFD r MN.)
W/STARES AS 91OIWL
INSTALL ROOF CM PER SET-
UP MAN. OVER GAILY STIDP.
(SEE NOTE 1)
30 GA GALV. Slin STRIP
SECURED VAIN 7/16' X 16 GA STAPLES
fHIL PENETRATION MO DECI NG
2 " O.C. MAX SPAONG (TYP.)
e No.
ENE87035
3/B' X 5' LAG SCREWS
18. O.C. (ZONES 2 t 3)
STAGGERED -
ED By
g 6W�—' JUN 1 5
INC
JACOBSEN HOMES NOTIc6` ICY-"; ""
TRsc sYaxATIoxs ANI DRArNRs APX � C.I.Y. 5-16-95
. oamMl PP➢% .. Nm FCMcdTM/ DAAMG TITLE.
P.O. BOX 368 MATUW OF JACOBSENMANJWACMUG ALT. ROOF ASSEMBLY
„ SAFETY HARBOR ROPoDA 34695 RE6OIIT To5KOIe rj� M KM
PHONE (013) 726-1178 P mWmmM %Ov FNI OEOS DRAWING NUMBER: QUADA02
r4
79
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER I \
/ T
m � �
TRIPLE WIDE
OR QUAD WIDE
SECTION(S)
a
?I
4
MAWM PIER HEIGHT FOR VAPoOUS ZONES
(FEFTA ALSO TO SIDEWALL TIE -DOWNS MAGNUM KOGHTk
DPOSIM V 90• 56'
EXPOSURE D• 39, 16'
LONGIUDINAL TIES ONLY REWIND 0 EA HALF
OUTSIDE BEAN THIS END, EXCEPT FOR ZONE 3
EXP. TF DO 2 REORED EA HALF
(E, DIE EA BEAM, ETC..)
VERTICAL AND DAGONAL TIES INSTALLED ALONG
THE SDEWALLS SAME AS THE MARL UNIT.
VERTICAL RES AT CENTER LINE REOIUED ONLY
AT COLUMN SUPPORTS PER DOUBLE WOE
CONNECTION REODRFNENTS
21• MAXIMUM SPAONG TO FIRST SDWALL TIE
FROM EACH ENO OF THE OOT (SANE AS TYP.
DOA.E WIDE 7E-DOYN REOURENENTS).
2 LONGIUDRUL TIES REOUTRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE VIDE 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: Y/HA MFKUVl
I. FOR QUAD SECTIONS, EACH DOUBLE SECTION' OF MSGNED E UNIT AL BE DESe�G\ No.RFo 2 �lAPPROVED BYE.
INDEPENDENT OF THE OTTO STRUCWX (IL SEARWALIS, UE-DOWNS, RD(E- EN 70357 '•
BEAMS, COLUMN SUPPORTS, ETC_. ARE CALCULATED FOR EACH MOLR-SECRCN.)
S R F
'- °,�••'!>g�`j'�r?�:a``.�' ,u,.�..,<,W�� LNG
'.�� OCS �G ,`�: naTR,naw.awmnNnvR
NALT �;�,.•`�
JACOBSEN HOMES THM SKOWATaS AW DRAM IZ AM oRAnrN BY. ' C.L.Y. DAM'" 5-16-95 �
=NIL PROPWETARY. AMID OXICODITML DRAMNG TITLE,
m
YA1FTd/15 OF AACOBSEH MAIUFACRANC
P.O. BOX 363 ADDENDUM —INT. UNITS
K SDOI Y41DYL9 ARE PRDWG(D 701 K
SAFETY HARBOR, FLORIDA 26-11 31695 OUT
ra 7A AN SE00S TROT
YI H DRAWANG NUMBER
PHONE (873) 726-1138 RPM OSNDOINL YO SCOEf TTIOM on0a 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 DISCQNT."UE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
NOTICE.JACOBSEN HOMES ■ IIQSE SPEOM14TIM AM NUMI S ARE
DaDRI&rOrPCO AND ACTUIRYI
P.O. BOX 368 MAf1)SMS AI AAC093E YANFKTO rd
„ SAFETY XARBOft, ROPoDA 31695 Ply Fw S a ARE
MOO MST i
PHONE (013) 726-1138 1VT CW MMTVL NO SECET IROI CUM
C.L.Y.
APPROVED BY
r,
tac
N 14 INC.
�m w N.a"
W.H. VENT. SYS. B
AD-AC-010D
78
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.1310 X 1 1/2' MIN. / 3/8' X 3 1/2- MIN. LAG INSTALLED SEE
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 1/2A MIN. STEEL
STRAP 048' O.C. MAX, SPACING —{ 1 4- TO 3 4- GAP
WITH FASTENING INTO JOIST I
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SMEMS INSTALL WOOD SHM AT ALL LAG
TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
NDS01 TO KEEP
AND FOR GAPS TO 3/4% INCREASE THROUGH AND CONNECTION
L 2ONES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
(ALL
wn 2O1E
DF09IE
]/a % ] 1/2 LAG SOiTI
30 G SIRUP FASTDC V/
7 1' 1111 cA. STAPLES
We 201E
DFORK
UN WY IAA1eER CrFASIDEAS RF:=0
n131- x 1 1/Y 14NI5
7AC x to GA SLUM
MAXrWL l SPAok
YA%YY SPAONG
'C
1P GG
2 1/4' aG
T,'
3
S
2
2
b'
Ir at
1 7/e' M
b'
4
7
T.'
1e' 0.G
Y aG
Y
4
7
3
3
b'
iP as
1 1/Y aO.
NOTES-
ERQEFR APPROVAL
DAM APPROVAL'
APPROVED BY
1, t' UK PE7EIIUT1011 IS REUM ON STA611S FOR UK 1 014' SWAP.
sed
Revi20
ON
2 -06
2. WOO SRo6 70 BE �m FROM SF p UK OR BETTER.
((S' x 4' x GAP \DTR UK SIX).1'
May , 2006
AINC.
(OSB OR PLl'xOCO MAY E U4b F 1FILIOLSS EWAlS GAP 1O1H-1' % 4' Y9L 9'hj
John ELAOEidon, P.E:.
3. IOW MAIDA)M SDEffALL NEW.
i`a' En(j7fi3'!r'!YI(j ' I^V
FEDEMLMMUF L ROL E
C011STP11CIIPI AI,D LIFTY 5IGx0u,Of
4. SEE OTHER DETAILS FOR SEAIetG ROBS FOR AIR WLWAWL
JACOBSEN HOMES
pionm
TIB9[�..�.K
GRAIN BY:
M.T.
DATE
GS-22—Ds
REV. IETTERt
P.O./W
P.O.Sox
upomm. NM oaACT u
wmeT4a o ulow ml v"D T m
°� nnE
FLOOR FASTENING
SAFL'Tl' HARBOR. fLORIORIDA S/e9S
PHONE (613) 726-113a
KCIWT ICI YS= I AAeW 1 G7 [
Mn CMEDMAL NO =dT NLI Cx1a
GRA NG KWBER
AD-FA-0001
ZONE 1 INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM.
BY a c(/.
FEB 0 1 2000
NOTICE M.T. 2-1-00 _.. _.._._
JACOBSEN HOMES TKsE vccumllaa AAC mAV AAE
Weal AROPIKTRT. AAD CWWIAL DRAWM TITLE: H
m P.O. BOX 36a °A7°D"' DF A = """'�"`"""D ZONE 1 INST.
MC 9l RANEAU AK IWPADED 10 94
SAFETY HARBOR. FLORIDA 34695 1AR Tm NDL71C DIm9a m wa N DRAMNG NJUSM
.PHONE (727) 725-1138 AUT Ea9mnIE ADD am RD9 9D - AD-ZI -0100
4
77
ZONE I TIE —DOWN PLACEMENT
TYPICAL I -BEAM
TIE-DOM
`MAIN FRAME I -BEAM
MAW FRAME I -BEAM
jSp%j
I G
I GI
SP CISPPA
I qSPANGSPACINSPA
I QFGI
DOUBLE WIDE TIE-DOTVN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
TYPICAL I -BEAM
TIE -DOWN
I
`MAIN FRAME I -BEAM
KSEE NOTE piJ SEE NOTE j1-/
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
SPACING
SPACENCING _
I SPPANG
ISPAACNGI
TRIPLE WIDE -TIE -DOWN PLACEMENT
NOTES,
T• SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WDER THAN 49 INCHES.
D04i
Ficdr:�ti
STATE OF
Tk
C•
c
APPROVED 13Y
N1�"1 nmuT�
mla cav swowa
JACOBSEN HOMES
F-mmOMOMAL,
NOTICE -:q
MRSISmRCAT1016A1mDi NIMARE
F#rmsf.'-
RR
uAIL:
10-31-95
MY.,c, Im
PROPF -T ', Alm COIO lm
DRAWIG TELL -
Moir P.O. BOX 368
MATMAIS OF JACOM MAMRACIUROIG
TIE -DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695
M 9101 HAT6'Y1S AM PROMED TO THE
FMW W rM ITWX RRFOSS NO MRT [
DRAYMG NUMBER
PHONE (813) 726-1138
MPT AOIFPOINL ND MM TTIN OM M
AD-Z1-G020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
bTOTM:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131' X 3 1/2' MIN. NAILS
B' Or. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
s zj 06
John C. Doeden, P.E.
K2 En-ameeFuV. ira
APPROVED BY
TAevi'ed
00oON ;:Y 2d,2006
INC.
F FEFML Y, W ACIMIIte AIt•e
[D,il,mClnl A,p tAFtT' nrouma
JACOBSEN HOMES
1mv%cm
uuwnT M7
""'� 05-22—DB
RL MRltli
®
PA
OuKSA[
� v AAMEM Fuw►Aeuw10
W.10Illu a A[ FFNT� 10 m
DMYIG lAL•
M/W WALL FASTENING
SAFETY HARBDA.
IRB
R. F
FLORDA 31095
=W la vu=e[mf A10 M [
I MIN "wt
LJ
PHONE
(M3) 726-1136
an CnmIML Ao �Q nal Qom
AD-FA-0010
76
ADDENDUM
MULTI —WIDE ROOF FASTENING
30'GA. GALV. STEEL STNIP--<
SEWO WITH 7/16• X 16 GA. STAPLES
FULL PENETRATION INTO OECXING
(SEE CHART ON AD-FA-0001 MAX, SPACING).
AFC
F• F>,
.• Ft F
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS �I
AT A 45' ANGLE
STAGGERED
CENTER LINE OR WAIN
iLINE OF TRIPLE WIDE UNITS
PLAN ME
3/8' X S' LAG SCREWS
(2 1/4' SMOOTH SHANK)
SEE CHART ON AD-FA-0001
FOR MAMXM SPACING
—.30 GA. GALV. STEEL STRIP
'8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAIL OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORICINAL CONDITION,
EXCEPT FOR STAPLE HOLES)
smLAQ SCREW Z[ RACKS
ll�_ FOR DOUBLE WIDES
FOR TRIPLE WIDES
ROOF PERIIETEA RAIL-" I
OR RIDGE BEAM
(FOR RODE BEANS SEE NOTE /4)
CROSS-SECTION INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF LENGTH
I5 LOCATIONS FOR LAG SCREW TO GO
TO IFOR INCREASE LAG LINCRE 1' THROUGH AND TO KEEP CONNECTION
AIX) FOR GAPS AD 3/4', INCREASE TOT. (SEE NOTE 2)
NDSOt LAC LENGTH 1 1/2'. REF CALC. PG.
( (ALL ZONES))
CROSS—SECTION(W/GAP) C WA- 91.01- 91.07
ALL iOTES: I DRa1M APPFWAL I DAM APPROVAL•
L 2 I/A• WL PMIRAIIUN INTO ROM M MOIBFA IS MEOWED FOR LAC SO M
2 MOOD SIM 1D BE RIPPED FROM SPF F3 MN. ON KM APPROVED BY
GIP ward MIN. X C X DD1 MI. W Revised
OR FLYMO(n MAY BE USED IF DICKNESS EOIAS GAP MODI-4' X 6" MR SIR) /
S SEE ODiR BETAS FOR COIILELWO ROOF NDRECDOR s l A Y 24 , 2006
IOSB 4. ► IDI NSTAMNG A LAG SOO I ID A RDM IKK FRST-ORIL A 3/B' DEA NOE Sohn C. Doeden, P.L. INC.
HOLE TNIOXH T E F9W ROCS REAL SEpXD-DRII A 1/4' HOLE YMROIOI 11E K2 Engirleern Ig, Inc Fmew[ w FAMREG ""t
IELEANO FMId: BEAM FOR IRE INffMED PORTION OF 1A6 S WK THESE OYS ARE cONST.N'OTw AM suer sTAMAMS
Il
�r
JACOBSEN H MES
Lax 3sa
P.O.SAFPHPHONNE(88113)
I N071AM
„rs,ccs,omo¢,Noeu.,s vc
�'''• f7=@ Mx o%XwrreY.
®�AOm M
'AQ
^^^^"
M.T.
"^" 05-22-06
^••"' '
ORATING MRE•
M/W ROOF FASTENING
726-1138
sR tumW F1
CN
ORATING NIAOFIt
mf mimlw r o O�iloi
AD-FA-0020
ZONE 1 TIE -DOWN SPACING CHART
TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I -BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END
SPACING
14' 166'
95'
14' 160'
95"
6'
10' - 3"
'L' - 0"
12'
95'
13'
12'
82'
0'
12'
82"
13"
9 -
12'
75"
0"
IO'- 8"
12'
75"
13'
101-13'
TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I -BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END
SPACING
14' 166'
95"
0"
8' - li "
'L'-0 N
14' 160'
95"
6'
0 " "
S.-"
12'
95"
13"
1'-6N
12'
62"
0'
'-On
12'
82'
13'
$''
12'
75"
0'
8- 8"
V-04
12'
75'
13'
BF -01,
TYPICAL I -BEAM
TIE -DOWN
MAN FRAME [-BEAM
AMGI
SPACING
I SPCENTER CA NG
I SPAONG
I SPACITER NG
I SPACING
ISPAND
ONGI
hulel"llmal
SIwGLtwIDES � �oU[3l>=WIRES
NOTES.
ENGNE6
T• TIE -DOWN ANCHORS MUST BE PLACED INSIDE THE OUTUNE OF
THE EXTERIOR WALLS OF THE HOME.
2. THE ANGLE BETWEEN THE TIE -DOWN STRAP AND THE GROUND
MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES
715
HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES
HIGH, UNLESS OTHERWISE SPECIFIED.
JACOBSEN HOMES
NOTICE
TNESE N'E AND ORATIII(5 IRE
tlATERN. RDPR ETt6
owlpoi091U VLP.O.
BO% 368
a
OF AUNIY. U
MATDo1S A
SAFETY HARBOR, FLORIOA 34695
U AM PROMED:TO THE
AI
ll p rN RO1C N ND 51 BE
PHONE (813) 726-1138
q➢T [atmm..t Am mm ma ono¢
APPROVED BY
A484
r�
OF
pY;.�'Q,,�
mcT"`itcTaxotwmm.ovot
RR
DAtE: 10-31-95
� ��
NG Rr� TIE -DOWN SPACING
NG NUMBER
AD-Z1-0010
PAC-£ -L
75
ZONE I TIE —DOWNS
](REQUIRED AT OPENK
ONLY. OPTIONAL AT
SEE DETAIL - 'AOTHER LOCATIONS.)
SEE DETAIL - 'B'
SINGLE WIDE TIE —DOWN
NOTE
C SECTION
SIMILAR TO
SINGLE WIDE
FRAME TIE -DOWN
FRAME TIE -DOWN
DOUBLE WIDE TIE —DOWN
I MARRIAGE WALL
I NOTE:
I OPENING TIE -DOWN
I A k a SECTIONS
SIMILAR TO DOUBLE
(REWIRED AT OPENINGS
WIDE TIE -DOWN
ONLY. OPTIONAL AT
I
SEE DETAIL — 'A'
OTHER LOCATIONS.)
!- SEE DETAIL - 'B'
TRIPLE WIDE TIE —DOWN
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AM
FRAME TES ARE LOCATED AND SECURED TO THE SAFE GROUND'
STRAP BUCIOE WITH 2O251 MCHORC A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3Iw LBS MAAUUM
Ir FOR EACH TIE-DOWH STRAP CONNECTED).
DETAIL 'B'
- 60'
TYPICAL TE-DOWN STRAP (1 1/4• X .OV uINRHUM
ZINK COATED SM STRAP, OR EOUAL NTH 315o4 -
CAPACITY MNUUM) X I.S- 477X Al uLTjmmw
LJDA� oqrjOC,N
PALL DOWN TIGHT TO —/
GROUND ANCHOR DETAIL 'A'
NOTES:
1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL
OPENINGS GREATER THAN 49 INCHES a V P To 1"7`-6" 'L1el BHrt
2. SEE TIE -DOWN SPAONG CHART ON PAGE 2 RDR s
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM
PIER CONSTRUCTION
STATE OF
BY
I p1:C 2
NTH II C
JACOBSEN HOMES
nag ssDneman wW onAMNGS AIEFDRRAWNG
mom BY.. RR
DATc 10-31-95
¢r.
OfdONA. PaaPPJETARI'. MID caanMN1C
71TIE•
ml
P.D. BOX 368
MAIDOAIS OF JAM YNAFAONDxC
ZONE ITIE-DOWNS
SAFETYPHONE 726-D;� 695
M� SLKH YAIUMS Na %ROAM TO THE
MYTMW , AM OU� �NDY6DL
AD-ZI-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
IBM OF ROOF (M Y OVERLAP AT SEAM)
SECURED WITH #3 X 7/16" HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I'
I
I
.
I
I,
I
I•
II
RIDGE CAP -T
I. I
I
I
I I
I�
I
1
ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
1
ENTIRE LENGTH OF ROOF
1 '
1 , I
1 �
,
I
,I
T
r
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL EXPOSURES)
CENTER OR MATING LINE
X 7/16' HEAD X e
LY THREADED SCREW
MORE THAN 12- O.C.)
\-30 GA GALV. STEEL STRIP
5' X LENGTH OF ROOF (SEE AD -FA -MO)
SECURED WAIN 71le X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-OD01 MAX SPACING)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS G
STANDARD 7,AV O.S.B. (24/16 INDEX) ROOF SHEATHING,
METAL PANELS ARE 29 GA UK STEEL WIN V O.C. RIBS.
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
TO HELP AVOID OVER DRMNG IF SCREW IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
O
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B
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APPROVED BY
Bep 10,2008
N A INC.
KD6 W1N,FM.I MROW
C011STi UMUN MO SAFETY STMOMM
JACOBSEN HOMES
No�c
tT6SE AIE
°"""" D.M.T.
�"� 08-25-08
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IRF I: AID tNACRI .
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PA BOX 36B
MATS
uA JACO
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SAFETY HARBOR. F385
PHONE (eEa)72&-11aB
REPumu T
6C EIXH YAIBt11s ARE RCS A nE
SXH
mcpWRIIISMIRUMMUNIE
armomAAsamam
INAIiNG AID
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
NOTES,
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI —WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
APPROVAL
ME
,AM 1 5 195fi
INC
JACOBSEN HOMES
TC
NEE sl4awnc«N01s AxEo oRArNOs ARE
C.L.Y. 6-5-95
■
P.O. BOX
IMA. PIlO WARY. AND OXXOM
DN
UATODNS OF AkCDBSEH MAHOAC9X611G
DRAWNG TITLE-,
M/W ROOF SEALING
368
„
wt w AK PRWM m ME
IFn
SAFETY HARBOR, FLORIDA 3+695
PHONE 726-1138
Im it � Pirm N mm H
DRAWING NOUBBL
AD-FA-0025
(813)
QPT Ca DIWN 90 SEMa =1 DTKRS
ADDENDUM
TYPICAL MULTI- WIDE TIE- DOWN PLACEMENT
NOTE 2
A
g1ULM SUPPORT TIE -DOWN STRAPS REOIAO AT COLUMN LOCATIONS
ON EACH SDE OF OPERNCS GREATER THAN 48' N WIDTH.
MLILR-wmE FLOP( SHOWN
SEPERATED FOR GMTT
FOR TRIPLE WIDE AND LARGER UNIT DEEMS, INSTALL
ALL TE-DOWN STRAPS AS SHOWN N 10 DETAIL
STANDARD S IM TE-DDWN STRAPS OR A11010R
BRACOS (SEE TIE-DOWH SPACING TABLES -NORMAL
ANT/OR ALTERNATE- FOR MATLLRTM SPACING ALLOWED).
AM SEE H07E I
STANDARD VERTICAL TIE -DOWN STRAPS CR R ON
BRACIM TO BE INSTALLED A MAXIMUM OF 7-O'
SP41 FROM EACH 010 OF TIE UNIT.
^`Y1AUpH111u u4pr
0 S:
�" °.r4y- f�0. Fa .• v
L LARGE OPDLNG = ANY OPENING WDM THAN MAX TIE -DOWN SPACING ALLOWED.
jENE8703571
OVED BY
2. VERTICAL TIE -DONS MAY EXCEED THE STANDARD % RTICAL TIE -DOWN SPAO
-
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE
RE-DONMAMUUM APPROPt6A1E VERIICAL/fRAME
TE-DOWNSPACING TABLES (SEE OTHER DETAILS).
��',,
N
3. INSTALL FRAME TIES AT ALL 0TICAL TIE -DOWN LOCATIONS.
`rS .(j.AA•N NG.
�'�•, ��NAL E
,,,,,,,,,,,a,,,®„K
4. SEE AD-TD-0001 FOR ADDITIONAL PEOMUENTS
.�����
AFad(dpKBApMT1A1A) 1W:-TOWN
NowmFwaKs
OM(IS ARE FERiVEII BY pn1025
JACOBSEN HOMES
NOTICE
rax9SanumrsNowuDK3NS
DNONAL PROWARY. AND FCaOE111N1
BRAWN UT: DATE:
C.L.Y. 6-1-95
REV. LETTER
A
/
duWliiG nTAF
T/D
a
NATMMS OF =08%11 UWACNlNC
TYP.
MULTI —WIDE
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
KW1 FaA9WE PIPM NO Us1 Q
DRAWING NUOUL'
AD-TD-0310
/H,
PHONE (013) 726-1138
PUT OMMU NO 9[IRT nXw amm
8
73
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
2
24' I tMIE 11PFNN
F- _ sEE NOIE 1
STANDARD VEFITCAL TE-DOWN STRAPS OR ANW
BRACKETS (SEE TE-DOWH SPACING TABLES -NORMAL
AND/OR ALVATE- FDR LWDlII1N SPACING ALLOWED).
AM SEE NOTE 1
NOTES.
I. LARGE OPENING = ANY OPENING WIDER THAN NAX I[ -DOWN SPACING ALLOWS
2. VERTICAL TE-DOWNS MAY EXCEED THE STANDARD OTICAI TE-DOWN SPAON!
50 LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES HOT EXCEED THE
NAXILNII TE-DOWN SPACING REWIRED ON THE APPROPRATE VERTICAI.Am E
TIE -DOWN SPACING TABLES (SEE DINER DUALS).
3. INSTALL FRAME TES AT ALL VERTICAL TIE -DOWN LOCATONS
4. SEE AD-TD-0001 FOR ADDITIONAL REURNEHTS.
STANDARD VERIICM TE-DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIM OF 2'-0•
(241 FROM EACH END OF THE UNIT.
C.
ENE-8703571
BRUM AND X-DOAN
ARE CERTIFIED BY 01BER9
BY l�,r
JW 1 5 ISM
INC
JACOBSEN HOMES
N0BAND
TIa19
DRAM Bn DATE
C.L.Y. 5-31-95
ICY. lL1ItC
BTIRIRON
P.O. BOX J68
AND pUTANtS Mrs
i. PRW
aeanu. PRaacrurc um maTuotivl
YATERIN.S 6 JACOBSEN YANNACIWNC
DRA1wNc nne
TYP. SINGLE WIDE T D
�I
SAFETY HARBOR. FLORIDA 34695
INC- 211H MAIDtBiS NS N0Mf0 Y6 YT
RMPENT rat 9'fOC Rlb'0'� A10 YST S
BRAYANG MUBFIC
PHONE (813) 726-1138
IVY m Ill . Aleumnmt omm
AD-TD-0300
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
MIN. 30 GA. GALV. 15# FELT UNDERLAYMENT
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
AP
ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
JUN 1 5 ms
(EXCEPT FOR STAPLE HOLES).
INC
P IIPbiIT {pY/p
JACOBSEN HOMES
N017CE
TNEYL.PRO
DRAWN BY
C.L.Y.
DATE:
6-5-95
REV. LETIEk
P.O. BOX 31i8
ml
TAKY,N00RAYNWARE
aaoxAL. RRaRFatrARr, AND wauDFtvA
MATERALS W JAMEN UWAMR04C
pRAA41C nnE:
M/W ROOF SEALING
SAFETY HARBOR.FLORIDA4695
PC SKM MATERLAS ARE PRMO To 11S
F �
DRAMNG NUMBER
7
R�F��� � ormm
AD-FA-0026
72
9
SHIPPED LOOSE HEARTH EXTENSIONS
HFARTH. INSTAL l ATION•
1. REMOVE ANY CARPET AND/OR PAD FROM HINDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL FLASHING IN THE HEARTH AREA To INSURE BUT IT HAS
00 I040 (BIS FIRS" MUST BE PLACED ON THE FLOOR TO PROTECT THE
"A BE11EEK THE FRCKA E AND THE HEARIH).
1 LOCATE THE HEARTH EXTENSOR (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOMNG
THESE STEPS:
A CAREFULLY PLACE THE HEARTH FXMON IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SEDRE TE HEARTH EXTENSION 10 THE FLOOR W/ 4 F6: 2' WOOD SCREWS
C. FILL THE AMA BETPEEN THE FACE OF THE FIREPLACE AND THE "IN DCU90N
TATi A NON-COMBUSTABLE CAIARNG OR MORTAR
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR NSTALLAMN.
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.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
IQ
NPINC
naRrrw.nu®wn
fDSRCIPMO W[TRMYp
JACOBSEN HOMES Nonce C.L.Y. "^ � 6-16-95 "
mop
111FY L PROFI 110N5 ,1M C016M3 ARENN. OFJATO /NO m ACMUG DRAMWG TIRE•P.O. R. 366 M'_W0 `F ULS;X uwPROAND TOeR` SHIP -LOOSE HEARTH
SAFETY HAR80H, RORIDA 34695 rd
KCPQa rM 7M MOM u0 rT R DRAM NG NUMBER
PHONE (513) 726-11J6 RPT cw m no m aT m OMB AD-FP-0001
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
CalW W LOIWN 1B�
SEE TAME FOR MAX" SPAN FOR OXM70NS 'A' CI V _
r•
COLUMN b'\
�COLUMN'C.
I APPROVED By
I�
sEE TABLE FOR UMM SPAN Fai COLUMNS'C CR b' _
SEE TABLE FM SPAR COL 'E SEE TAM FOR MAX SPAN FOR W.. P
IN^.
FED MANUFACTUREB HOFAB
RUCTIOFIANDSAFETY STA:XIARDS
},�pR 0 3 1999
MMH Y CcUJMN x cmm
SEE TAME MR MAXNUM SPAN FOR COLUMN x I _
MAXIMUM ALLOWABLE SPAN
TYPE CF ANCIOW REOD
(SEE AD-TD-0251.
COLUMNS W. V. VOR 'E
amma 9 R 'C'
MAN x
AD-TD-M AND AD-IU-O253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE
ZONEJ
SE NOTE 1
OP. V
DP, v
DIP. V
EXP. V
EXP. 'O
EXP.VEXP.
V
OP. VEXP-'0
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OF- V2
- 31501 ANCHORS
37-4•
25-6'
29'-4-
20'-4'
37'-4'
25W
27-4-
20'-4.
V-4'
25-C
29'-4'
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14'-7'
10'-Y
18'-6•
1Y-10,
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10'-3r
W-v
12'-10'
14'-Y
10'-3'
1 - 4000/ ANCHOR
23'-6'
15-4-
IS-7
13'-0'
25-6'
W-4-
15-r
IS-T
25-r
16'-C
18'-7'
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.REF. MLCS c Iv Al
FHa • . 4C' '4, DARLA APPROVAL' Ao 0 3 y
NOTES: '�.� MfW�
r�coy:'G�STEgF.�!
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253 4Y" NO. �' . r APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS. 910334
•;O
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR = �
INSTALLATION. = * ': - .�
OF ° p
STATE ?.�
"4, �I �1�
gyp•: !•<
�'%9�.e'�:• .DIP.••' /! an,�,�irmnrar
pRA DATE*tEY. EETIER
Hoaclm M.T. 2-9-19
JACOBSEN HOMES ,14g 5PDQICA 0N9 ANO dUNNGK AE
OiP]NAI. PROMOARY. Alm fQiWi1NE DRAYANG BllE:
°AroR�6 °i alcaesTl 1urArYcnfmlc 184^ VADE COL. TIE -DOWN APPL
P.O. BOX 366 we WU MAlOaNs ue PRo1mm ro M[
DPF SAFETY HARBOR. FLORIDA 34695 ROC = Wf R1W4L W Y61 M ORAWING IARMM
AD-TD-0254
PHONE (727) 726-I138 IFPT OOlTQD . M man ma Qum
10
71
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EOLAPI
CAPABLE OF RESI!
THE WORKING
OF 40DO IF
LINE OF WAD -VIDE
VERTICAL ME-DOMN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE 6: 0.035'
IN THICKNESS. CER71FIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
111111N 11
NOTES: DQe 4., DMA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED 0�'G15TEq'OFq
BY AND INSTALLED BY OTHERS- ON SITE. �.'Q� No.. `c0';�IIPPROVED BYE
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING Nr87 da 000-9 ON
t 5 10
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - _
ARON. - S INC3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE 90�;• / 7( � ��y,�,,,4���
OF EXTERNAL STRAPS OR CABLES. :, 4l••'•:!OIA •'�\�.� Aval+R+aA�l+s�
11
.... �y
NOTICE"IDMTAN6 .. DATE: REV. LETTER
JACOBSEN HOMES TIimwEaumonAloWAADAz m C.LY. 5-25-95
■ GROIR. RIOPIRiNrt, AID ILI6gKIIR DRAWING DRE`
P.O. BOX 368 MUDaus Ir NAttB4M MIAIlAtluD6 COL TIE -DOWN APPL.
„ SAFETY HARBOR FLORIDA 34595 W- sloe VARRAIS ARE PRM= TO Ic DIUIMNG NUITBER:
PHONE (813) 726-1138 Ol NEW em mux uD =IV mOl OOO¢
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-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY IzEv,
INVOR 25 2003
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND STANDARDS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
70
TRUSS SHEATHING
APPROVED BY
I PINC.
FED6WL IMNUH CTURED HOME
COIBTFpx(gll MD SAf ETy STMWHOS
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 TRUSS(ES) FOR
THE OVERHANG WnOW.ERS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE. TRUSS.
HINGED TRUSS
TYP. OUTLOOKERS
3/8" MR. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE 94WWALLS
(APPLICABLE TO ALL SHEARWALLS)
(18' X IA 1/2' MAMMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 31W UK RATED SHEATHING FASTENED TD ROOF TRIM WITH 7/16• X
1 112" X 16 GA. MIN STARTS 1 1/4' 4L AT PANEL EDGES AND 3' O.C.
AT ALL FRAYING MEMBERS (ND CLUE REOIDMD)
MARRIAGE WALL
3/8 SHEAI)DNG TO HE INSTALLED ON -SHE
r6
WINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVED BY
MAY t
E.
N A INC
h,
FEDEW MANUFACTURED HOME
CmTIM)L7mAND6AFEFYST NDM
NOTICE: DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES TNES WECINCArMSANDIRAWDIGSARE R.R. 4-27-98
■ mIDNAL PRDPDETARY, AND CDSXMMRAL DRAWING PRE
P.O. BO% 368 UAITI LS °i AACDDMI YA"""GR'R TRUSS SHEATHING
„ SAFETY HARBOR, FLORIDA 34695 9NN 4A1EMN5 ARE PROXmED FO RM
PHONE (813) 726-113S RE�P1�fafl rW W.U. srnEl newt ailrRs. DRAWING NUMBER:
AD—HR-0001'
ADDENDUM
COLUMN TIE -DOWN APPLICATION
OO `'" OF IAAn-WIDE
IE-DOWN
OSH S.
TEEL STRAPPING.
E & 0.035
SS. CERTIFIED BY
tED PROFESSIONAL
)R ARCHITECT AS
G WATH ASTM STANDARD
ION 03933-91.
SPECIFICATION FOR
MT STEEL, AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCH,O,R... (3150#)
NOTES:
Um*1
.0
1. ALL ANCHORING EOUIPAIENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE. -
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
;
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
'
A71ON.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
%9O'
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
No. Fo' Ar6
O7Or.ING
JACOBSEN HOMES JACOBSEN
�-'� _.. _..__
11� VEoIZATOA NO DRAXDIIS AM C.L.Y. 5-25-95
G NWL PRG MUMX AND mII Ut DRAWwc nne
P.D. BOX 36e WIITRWs GF AAW9911 MA/AIfACWX9K COL TIE —DOWN APPL.
,II/ INC- SAN)1 YA1fA1L6 AR PAOATO) TD M
SAFETY HARBOR, FLOPoOA 31695 XEOFDIt fa 9XCTC f91Pt66 NO Y61 i DRAWNG MIYBM
PHONE (613) 726-1138 rat CIFXOIRN NO MOm NX V 011M AD-TD-0252
12
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ONLLS63a !0 31SYdYo
1N3Ytd1n03 OMMHONY
NOIII,MIddV NMOU-9I1 JIMOD
A[1QI aGav
HINGED ROOF DETAIL
RAISE DIVIDED SHINGLE AND UNDERLAIMENT AND -
AND A MIN. 4 1/Y W07H OF ROOF7IG CEMENT TO
TOP OF LAST SRDIGLE ROW ON FLIED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING NOIIGFD
ROOF SECTION.)
V
LNOERLATMENT TO BE Q= Y IRK.
ON BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACK 2 X fi X W BLOCK ff)WD 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE TATH
3-jB X Y TROD SCRFIFS EACH SIDE CF GAP.
Vi0
APPROVED BY
Revised
Nov 30,2006
INC.
FmeRAA YANYFlCIU11E0 NwIE
wrsmuFalMMp sAFm STMW WYS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
N0 PM D ROOF SECTION N THE RASED POBll01 SYC E SWUM 00
KING POSTS DIM POSRXML
Y
1 11/7-8/010
John C. DDeden. ft
K2 EnOnMk* frl-
WRIDZONE IN
(I10 MPH)
ALL ENS
"
JACOBSEN HOMES
NOTTCLL•
ram
u lffl at;
D.T.
unrc
10-02-06
l¢V. ItlY1C
sox she
mwmwaAwmwrsru
GUONAL FRO PACONN• AM OVEXvmA<
YAWWAL3 OF JICMSOR YAWACRA1MG
DRAWN; nus .
HINGED R DETAIL
I
A
AR J4693
SAFETY NNE
Fc It" "Maus ARE Yam TD iw
NppEp»NA�,ye Wyt
DRANING NADHR
(813M. 726-11LORIDA
w1aNE (e13) rAB—nsB
ml m"w" A Ne mm wm u0m
AD—HR—D003
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUYN 'A' CQWN 'B'\l
SEE TABLE FOR YAIDNY SPIN FOR Cg0YN5 'A' OR b'
t—
DGwuN b'\
/taunx'C
_ SEE TAW FOR YAAYW SPAN FqF COIIAyiS 'C OR b' _
r
SEE TABLE FOR SPAN COL F SEE TABLE Ftlt 4AX 9'AN FOR COL 'C
CQI�1 .0
COLUMN 'E T_=
SEE TAKE FOR YADYW SPAN FOR f.OLNYI F _
MAXIMUM A)1AWABLE SPAN
TYPE OF ANLNORPIG RFOb
(SEE AD-ill-0251.
COLUMNS W. 'C. b' OR F
cauYs 7i' OR 'C
COLLII01 i
AD-1D-B25: AND
STD-02i7)
SEE HOLE 1
ZONE 2
ZONE J
ZONE 2
ZONE ]
ZONE 2
20EE J
E1o'. Y
EXP. b'
FW. 'C
EI�P, b'
OP. 'C'
F1�P. b'
E7P. 'C
OP. b'
FOB. 'C
EID. b'
E10'. 'C
14
67
SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY LNSTAUUD STRAP IS NOT LONG ENOUOL
N MAY BE LENGTHENED BY USING A CROP SEAL WIN
A WORKING LOAD OF 3150 POUNDS
�o
4'r4�
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING -I
THE WORKING LOAD
REWIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I-
SEE OTHER DETAILS
FOR ANCHOR ANGLE
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP) -
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
a
s
ff
N
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B. W
GRADE 1 STEEL STRAPPING
1 1/4' V40E ✓k 0.035' c
IN THICKNESS. CERTIFIED BY u
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORWNO WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS
�Gl�.tq�;.�l
;z No.
910334
o STATE
i
TNOTICL`
JACOBSEN HOMES TM.SE$KannnDNS M DBMN
m
DIAL PADPIDETMT, AND Cprtl
P.O. BOX 36B NATEWN3 Or JACOBS:N NNNrN SAFETY HARBOR. FLORIDA 34695 p[MVn rM hm[Q�IC R�WO�ffS�
PHONE (613) 726-1135 NPT CDMNr i NO YRC7 mw
APPROVAL;
= APPROVED BY
REVISED
E OWOOOO
10/23M
r
INC.
rmCNNNunr.rnAenro,e
m61NICIO, A,9 wain svmuac
DATE REV. LETTER:
LR. 10-05-96
ALT. TIE -DOWN APPL.
AD-TD-0210
INSTALL ON SITE 15g FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE $2
CONTINUE 15$ FELT TO ROOF PEAK
ONE-PIECE SHINGLE
UNDERLAYMENT
................
2' MIN. OVERLAP (TYP.) .''
.. f:::.'..:::... .. . .
.................. IN. TAR AS OWN
:::::::i:iii:Ci:i:f::::::::{::: • ..:.� ....... .
::::::::::::::.:::::..........::::::::::: ..(APPLIED oN SITE\
SEE NOTE /3::':::: .............. .
......... .
n n
b1
I : I
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (14 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
NOTES:
1. CEMENTING OF 15/ FELT IS NOT REGUIRED IN ANY AREA EXCEPT MERE NOTED.
2. FASTENING OF 15/ FELT IS NOT REWED. (FASTENERS APREO JJST TO HOLD FELT IN PLACE UNTIL A
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDEA THE LAST
CWRSE OF FACTORY INSTALLED SHINGLES F HUM TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FD(EO ROOF.
4. INCLUDED IN THE HINGED ROOF AODEN LIM ARE DETAILS: AD-FR-DOD1 (1NTH SPECIFIC END PANEL LAYOUT).
AD-HR-ODO$ AD-HR-0003, AND AD-1R-0004. FEI
WINDZONE III
(110 MPH)
ALL EXPOSURES
ROVED BY
INC.
0 HOME
NOnC$ u m r. o
JACOBSEN HOMES TWMSIEfdiGR16 TANDDRAINRAM M.r. s-2o-o3
ORIGINAL PRDFn[TART. AND CONFIDENTIAL ORANNG TTU3 SHINGLE AND UNDERLAYMENT
MW
MATERIALS OF 1ADOBSFJI MANUFADIIAMN' APR1G110N ON HINfLiD SECTION
P.O.SAFETY . BOX 36B INC. SUCH LUIMW ARE T,NEFD 10 ➢E
PHONEHs) FLORIDA /s DWm�N DD � MET ON � DRAWING N0 AD-HR-0005
66
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6' 1/2' O.C. 1.IAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 1/16' X 1 1/2' X 16 GA.
STAPLES INTO EACH 150 O.C. RAFTER 'AND
3 1/2' O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NOTES;
I. SEE AD-HR-0007 FOR INSTALLA11ON OF UNDFRLAYIENT AND SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL XINDZONES
ALL. EXPOSURES
20 PSF ROOF
-..r. CRC - 167.01 - 167.02
LEER APPROVAL DADA APPROVAL -
APPROVED BY
t'v,,e`d
r /4 04ONO JIli1 09,2006
John 0. iAomieFl, P.E. PINC.
�A�nn iF0lRLL I,WIFACNII[O KOYf
XZ Engowhog, IrIC ca,sTRRcrla„Jlosum sluuRRs
RFJP
JACOBSEN HOMES
N071CC
M4TRldAWo9AKO1RA1d4ARc
MINIM. MVR[IAa, ANO FCMOd1,AL
usw,m or,
O.A.
06-06-06
DRAWING BILL
OwoBox
Pa Box
I
WTURNS W J,LOBIIK NKVACRfIN.
INSTALLATION DETAILS
SAFELY FLORIDARI34695
NG M NAIBUL9 ARC MOILED 10 ME
QOaR Fa 9-M Nb4A AND MAT WE
DRAWING MILKER:
PHONE (727) 726-1138
IOW m/LOfNL"SEW R DIRK!
AD-HR-0006
--
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD)
to
r
��� VERTICAL ME -DOWN
TYPE 1, FINISH B. w
G GRADE 1 STEEL STRAPPING
.yam 1 1/4- WIDE Ac 0.035'
IN THICKNESS. CERTIFIED BY W�
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING W17H ASTM STANDARD
O SPECIFICATION 03953-91,
O STANDARD FOR
STRAPPING. FLATFl+ STEEL AND SEALS.
1 RADUS CLIP
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REWIRED ON THE
ME -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
RAM CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTALLER TO FAMRMATE RADIUS CUP
BY PLACING A STRAIGHT 3' LDNGIN OF
1 1/4- X 0.035' TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDOIG
TO FORM THE CONFIR RATNTN SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SOT
IN THE BRACKET "MMW THE RADIUS CUP.
C. D�
NOTES:
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME = T ENEE)70357 - ROVED BYq�
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE. - TA%yF F•_ !w
IN ) 5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING :1O,T; •. /AvL71 Ayrr`��'��'
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION. •,�,�iS'/ ENG�a,• nawrw.n,l®nL INC
D-VAL tomes mvvms➢oo
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS m,1 ,11„(�L�I,„`�"
WHERE THE ANCHORING SYSTEM REQUIRES THE USE NIOIOR BRAUR.I AND TIE -DOWN
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED BY OTHERS
NOTICE DRAWN BY: ' DATE: REV. LETTER
JACOBSEN HOMES MSS[OIKATWSAImMIRSAE C.L.Y. 5-31-96
MaKU. PROPWC . AND L010L0 M DRAWING TITLE' THE A
\I P.O. BOX 368 NATUMS OF JAcaesR UM"ACOIRNG ALT. TIE -DOWN APPL. ',�T
SAFETY HARBOR. FLORIDA 34695 m[ rat 9 aL �s RO m K DRAWING NOYBUL
PHONE (813) 726-11J8 larl mrm,n,L NO BOLT TRW orals AD-TD-0200
6G'
65
PORCH ANCHORING
DOUBLE HEADED 3,150# ANCHOR-,,_.,"
NOTES:
I. SEE SET-UP MANUAL DD ADDENDUM FOR APPLICABLE BLODONG
1 1/4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
"-�`�` "'� •
YANDZONE III
EXPOSURE C
{ .•�:. t.•i.
;r(110
MPH)
20 PSF ROOF
10 PSF O.L
CALCS.`
CWA- IOPi, /f —
_
+
•RQYA(:, _..._ .......
?
" DAPUI APPROVAL
PPROVED BY
.. .. : �?fdF l' . •1 •'TV
1 INC.
UREO MONTE
SAFETYSTANOAROS
c ;I •S
JACOBSEN HOMES m-m MM-
TIESE SPEf7tAt%ANOKTTAIO OIUYIWS ARE M.T. 12-13-03
GRONAL. HIDPAfIARY. MD ONSVI TIAL ORANNG TITLE:
„ P.O. BOX 368 YAYI37ALS DF .WZMSM YAIAFACTIIiRAG PORCH ANCHORING
Ssa M ATMA1s ME PRUAU t0 tx
SAFETY HARBOR, FLORIDAFLORIOA 31695 11DRDIT FOR 9VORC RF6'M NU R51 Ill. DRAWING NUMBER
L PHONE (727) 726-It3B Awl CNEDIDAL AND 47F+IRUI ODua AU—TD-0112
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE TOP LAP PEAK OF SHINGLES TO
6 FASTENER METHOD) AND CAP NSTALLETI OVERLAP PEAK AS -SHOWN.
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS /�
SHINGLE INSTALLATION
INSTALL FIRST LATER OF 151 FELT
INSTALL TOP LAYER OE 15/ FELT
TO ROOF NTH A 6' MIL IVDTH OF
To RooF NTH A 6' MIL WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EATSTNG
ROOF OECK AND/Olt ENSTNG
FELT AS 90M
FELT AS SHOWN.
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
BY .
AUG 0 11 20Lu
INC.
JACOBSEN HOMES NOTICE
� Y"" "...�
O" -PRW A „NO, ME M.T. 7-28-04
oATID PROPREIARA NO tafm10n DRAIARG TIRE: _
Lm—
P.O. BOX 368 YA11Ru13 6 JAL'm411 YAMIEAttDIYE 91NG E/UIDOQAYMEHT INSTALLATION
He 9 01 YARRALS AZ n0mm TD x
SAFETY HARBOR, FLORIDA 31695 R6'011 Ia 4[OIC MW93 MD AIISI S diARNG NUMBER:
PHONE (727) 726-1138 Iut mFmew Aa mx mm OIIOR AD—HR-0007
64
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
MOM W/ STAPLE OR NAL
BANDING STRAP VRAPPED' AROUND PIPE AND FASTM TO FLOOR FRAMING
DE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTAKI) TOWARD THE
OUTLET WERE THIS GRADE CAN NOT BE ACHIEYFD, NOT LESS THAN 1//'
DOT MAY BE USED WHEN A FULL SIZE CLEANOUT 5 INSTALLED AT THE UPPER END.
NEW OF DRAIN PIPING
NOWT & DOM APPROVAL'I
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48` O.C. MAX. SUPPORT SPACING. ��JL
N iNC.
JACOBSEN HOMES 1HEZSKC!rAAMAND DRAIN6µE. DRAWN Or. R.R. DATE 7-17-97 MY. LETTER:
ORVAN, IMuTARY. AI0 C0amix DRAINING TITLE: A
P.o. ecx xe W WIN 0P M ART Yw¢•AO10 VCPLUMBING SUPPORT
\, VA RI WWN.S ART TGOKm TO w
SAFETY HARBOR, FlOROA 34695 auvu Pa OiOt I1Iv0'R7 NO reT M DRAINING NIAPJDI•
PHONE (e1]) 725-1138 an mOmmN"tonn osm AO-PI-0001
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (S1DEWALL APPLICATION)
350 PIF MAXIMUM SEARNALL
DESIGI VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
PEF MAXIMUM SHEARWALL
ON VALUE (PER WALL)
1 1/4' X .DIS TIE-DDWN STRAP
CONTINUOUS AROUND JOISTS.
IN IS A TRPLE WIDE RAFIFR•
,APPLICABLE TO STANDARD
ILL AIDE TRUSSES.
4D VIEW
X .035 TIE -DOWN STRAP
OOUS AROUND JOISTS
NOTE:
ALSO APPEICABIE TO 'SUP SIDE
MARRAGE WALLS %KM AT LEAST
2 STANDARD VERTICAL 71ES ARE
INSTALLED. (I EACH SIDE ADJACENT
TO SHEARNALL LOCATION)
PTo
" � 4
NOTES: ENONEER APPROVAL: DARA APPROVAL'
I. OWD ANDIORS TO BE RAND FOR AN ULTMATE LOAD OF 47251 [3150 DIE" LOAD]
(SEE AD-Z-0001 (M-CMAL NOTES] FOR NOTES ON GROUND µU010t INSTALLATION.)
L INSTALL A PER AT EA04 00 OF THE SEARRAM JOISTS (PDT THE ABDIE DETAILS)L APPROVED BY
1 MIEN SEARRNL 15 LOCATED ABOVE A SOD HEADER (FULL NDGHT CROSS-111OIHA) NO y
Wll ) STEXPOSUIRAPS PIERS ARE REQUIRED (MIL SNFIRWNL C01O101RAnlNs. ALL ZONESAND'A//G ON
1
4. TIE-DO'AN STRAP REOARED AT EACH END OF JOISTS, ALL DBL S/W' CONFIGURATIONS. John C. Doe(len, P.E.
S. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. T5J33 C. R. 22
6. FALL W.DTIi SFEARWHEAALLS ARE SHOWNBE USE DE1AA ABOVE, NONEYER ANY LENGTH Goshen, IN 46526 mR001aaA,""ni""".Davm.ws.,»
OR LO6IWRATION $TEARWALL MAY BE USED.
7. THIS DETML MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
m
JACOBSEN HOMES
NOUCEk AND
TNESE L PROPMETAR AND DIGMN6 ,uE
DATUM PRO JACCOS AND CDKIMM
YAtpRA 3 AT N uNA
DRAWN BY:
R.R.
DAME
4-09-96
HEY. tlltt
A
ORAMHc�Ia�E.
$/W CONFIG. TIE -DOWN
P.O. BOX 368
SAFETY HARBOR, FLORIDA726-11 34695
R!C SHOT Y SKOM AK PR me 10IMC
RKS A 70 TIe
MOPOITFat MIST RE
UyLE
DRAWING MIYefR:
PHONE (BIJ) 726-ii36
VIAL SECFv now
I®1 OOIPOOiIIIA AIO SE031 flxY O1NDtS
AD-TO—0111
18 63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
MU40 WAY BE PLAT OR SLOPED
END VIEW
350 PLF WA70AIM StEARWALE
DESIGN VALUE (PER WALL)
1 I/4' X .035' TE-OCMN STRAP
COKIINUCJS ARCJSD J01575.
NOTES_ a iG
L DROAFD A-40M 10 BE RAIED FOR M IATNATE LOAD OF 47251 E3150 OES01ILOAO]
(SEE AD-To-0201 VD-GENa AL NOTES] FOR work Qi ON mm AN:JIoi xs ZA"L]
L ALSTAIL A PER AT EACH ENO OF THE SNFARMML JU5T5 (PER THE AMDETAILS).
3. MER SIEMWAIL IS LOCAIED AM A SOLID IE90 MAL /EIIHr DIoSS_vo w,.) No
TE-DOY.Y SITUPS. OR PERS ARE REODRFD (ALL SIEARMALL CONTIOMATIONS, ALL ZONES
AIM ALL EI)PQSRES).
1. 1E-DONN STRAP REWIRED AT EACH END of JDIS75 ALL OB_ qJW CINFIOJRADONS.
5. CEILING SIOKN FEAT -OPTI CATHEDRAL DR SLOPED CLUNG WAY BE USFD. r.
B. FIAL WIDTH SHEARNAU:S ARE SHOMI N THE DE7AA•ABOYE• NONLVEA, ANY LENGTH
OR CONTNMN
ZIRAIR N SHEALL WAY BE USED.
(� NOTICE GRAIN BY:
JACOBSEN HOMES "D AL. D(ICADD6AMDUNMGSIJIE R.R
OESE PIIONI[Ta AND
DSEO7HMl DRAYANG DT.C:
�j P.O. BOX 366 WAIULALS OF JMXMSDR UkQFAC M G 06L. S W
I—„ SAFETY HARBOR, FLORIDA 31695 ;EOOID(I FOR SSwt RK9JR4S A• D TO
K
PHONE (813) 726-I IU KEPT D7DVA7UL AND mmt FRw DIIEAS DRAV:N. NUYLCR:
DE VIEW
X .035' 7lE-0JRN STRAP
JDJS ARiVtd JOISTS.
APPROVED BYE 101
0 ""'Or
11 I V I i.
YExA1:nwK V, •ae
[041RSIOI.vOfA'^• rpA J6
2-6-96
AD-TD-0110
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
NOTES:
'm1
►m Js
JACOBSEN HOMES NOTICE' pAN1 ITT. WIC Rv. c11J
ncg RPF3iPAT OT CANDE' DRAwns ARC M.T. 3-30-05
ORORAL, PROPRIETARY. MID CONFIDENTIAL DRAM RTEE:
MATERIALS OF JAOOBffN WVIFACDFNC —
P.O. BOX 368 OPEN PORCH RAILING S
Pit SUCH WMAS ARE FA0400 10 THE
SAFETY HARBOR. FLORIDA 34695 RVISM FUR 9EOIC ROM AND MST SE DRANNO NUMBER:
I A PHONE (727) 726-TT38 XDN 0XIDU Mt AID SEW FROM oRERS A6-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 DWAUST k ROOF). SOLAR TUBES AND PLUMBING
4 F— VENTS SEE AD-PR-7007 & 7009.
MAX ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 i� 1 \ SEE AD-PR-7008
SHIP THIS SEC. LOOSE
\
j7_ II (SITE DJSTALLML \ C
j FOR OVERHANGS \
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED ` FOR ROOF VENTING BOTH FACTORY
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7OD6
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE ODE
F TYPI aL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITI- SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NQTF,S: I DAPIA APPROVAL:
APPROVED BY
Revised
O00 ct 25,2007
14 rNC.
FEDERAL MANUFACTURED HOME
CONSTRUCRON AND SAFETY STANDARDS
JACOBSEN HOMES
MEEIORKWAL
NOTICE
msSRCEF"109AND DRANr66aRE
PRWMARY. AND COIAffi1TA
UNAYM UT:
O.A.
DAl
10-24-07
REV. LETTER:
ORAY6NG IITIE:
P.O. BOX
LUTMALS OF AACOBSEN IMNOFAORA3lG
ON SITE PITCHED ROOF DETAILS
FLORIDA
�D i 4695
SAFETY HARBOR,M{727)
EEC RICH AUTERIALS ARE P� TO
RE FOR WEE6� WM BE
DRAINNG NUURER:
726
TOR
OWWUL
AD-PR-7001
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
Trio PER SNTARLTALLS
cc� cc -Dom plam6 m
�SW NOTE I uc R1E I
QSa Pons z AND x
ra KQb
IRS LOCATION
FIGURE 8, 0
w.
nmy"lx va It wavo
! r
;I .
if
Wo (a RTUA�jpp)'NALLS
Tt-OOwsmomto
� ss NOTE 1 SEE NOTE IA__
Q
Q
SE NQTES 2 AND 1
Q
rat ItEo
Ram�
S
iwI WAT N
1LW" O
THISrcR
1f AW
_
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN MTH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO LA SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL U VALUES.
NOres. - — oAttA wm wN:
r• 9c ACALiIN W-I AeaA`/m R-a>« MW WAY s 6«A,m DI �• PPROVED BY
OIOT ACOAAm AT 60
(iE�io••o-a�wl im-0 CR. MOM] AOIttTs a ataw "llw alSTAuemall �iabi� �+F \STC ^ : •i �• � , 'Fo ; - I E8 10 2000
L !HINT. A Poi 47 tAol OD Or JOI 13 MU 1m r (rq M 4F01C 1RTAE7),
Im Non AT [Aoi 00 ar Assn uwuesl a iE-awn svW IMWKW I) r 910994 1 F� �NC.
36 IF01 MWJL IS MATIM fhgv A sat MW Ta NOatT G6>n-W eOQ Iw �•� +
BE-WN SPPI DA VIOLS ARE REM= (ALL W AAgL ODt.fA1AAa1F0'Ci ALL 71EE3 RAl MANUFACTURED HOME
APO ALL XIPOSL: 'l.-�,.- STATE OF :.,,tea RSTRUCTK1NANp5WEnsrAVDMOS
JACOBSEN HOMES WA—ALFDYKIIVO W R.R. 02-01-00
aAmt raDrAfw+. AAM ..FP.O.
eos aaa`FutflENiX O'a w�a S/W TIE/PIER REQ.
SAFErr HARGM rtQRMA 31601 Im.HFif49mEE t•Jiaf.TM r K ppAF1p ,4},LL7D,
PNONe(r[»7za-t1Je r>braDNWs6AtuoARAClnarnacr.• AO—T0�100
20
61
TOO-�U� �%� �lp�R3S
NORMAL TIE -DOWN SPACING TABLES �
ZONE If & III/EXP. C & D l�
(1
r
G�
v
LONGITUDINAL TIE -DOWN SPACING TABLE
Wk.
D
1(D Z* le
FLOOR
12`-0`
EAvwkt
DP a
2
.
wN D
53
Dlc
u Y�Clldl
3
uN B
4'
13 -4 `
3
3T
3
46'
15-4
3
45'
4
40•
VERTICAL TIE -DOWN / FRAME TIE -DOWN PPACINO TABLE
Vk
*DTTHH
OIL
OVERHANG
D ZOK 0
Z01(E u
u1FNN1
AIp10R AIM-
9AWNG
Hw
ARON ApaV
11-0'
6' EACH SIDE
54
72'
35 TO 4P
5-4'
38,
45'
13'-4'
6' EACH SIDE
5'-4'
80'
W TO 47
5-4'
42'
45
15'-4'
6' EACH SIDE
5'-4'
80'
40'
5-4'
48'
45
�J
LOWITUD1NAL TIE -DOWN CPACING TABLE
ON
ZONE II
00ONE 11
# �
ft OTT.
EA FIp Ii
EA SEl:IO11
•
id1. B
DIT
FA OF
EA. SEC
4k e
12'-0'
3
44'
4CDIXN
4
/P
13'-4'
3
52'
4
45
15'-4'
4
44•
4
56'
VERTICAL TIB-DOWN / FRAME TIE -DOWN $PACINU TABLE
kk
FLOOR ODTH
VAX
OVERHANG
owl
LONE m
YAX Pa
'
911*
W�
AI 0 A*K$
12'-0'
6 EACH SDE
4'-0'
12'
31'
4'-0'
34'
40' TO 45
13'-4'
6 EACH SIDE
4'-0'
72`
40
4'-O'
38'
40 TO 45'
15-4'
6' EACH SIDE
4'-O'
80'
47
4'-O'
42'
4910 45'
• NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BEACHIE� ��
SEE NOTE (/6DFOR HOMES sETBiNZ STABILIZER
`t �,.
NOTEN�:
BD
1. SEE NAL ADxN MR AMIXIIAL DEONAkNTS
2 TABLE BASED 04 ANDIUN 1( MXG LOAD OF .11501 Alp Ok*k TIE TO
Of409TE BE*
1 VAX EAT£ OyEMMO RUM TO OTERHANG AT (}ALL NOT FRW OR HEA0.
4. ABOLE TABLES APP{,T i0 1N• I60', ANO 161' ROdt �O1H5?X 46 1/1'
I- SPAOK [Or VANIAll 90EA'ALL HDOIT AND 6• SCE
BEAM NAZVW
OLE"G (6. 0MR 440 VAX EACH SE OF WTI
S STAaWER PLATES ARC TTEOOr6:0 ON 90p)ALL ANDRRS
k*MS SET IN ROROA SEE DWV IW 15C. EFFECTIVE (LARCH 29. INS.
EN a•• C� r,
'>•' C ' �^ � 1'I �-'• i, i
n; �: ••
N." G.. a �••
-
ly rr .3; -
_
: ;� .,
•. fi '• ,�( Cvr31'vp; � ; �'' �
+,
DARA APMVAL:
APPROVED BY
Tlax 25,2008
INC.
�OE1"�'1°""`°�"'•o xox�
mwsnwcm.ero su[n•,.xoumr
JACOWEN HOMES
P.O.. Box 369
SAFETY HA1tBOR, FLORIDA 34695
PHONE (727) 726-1138
NORBda j�s
Tp��01L1 ollsAN�6p1WmIIOMnmal
NC WimAs+� YAktwaiRNG
ME
RmOF ra gEnr: qAr Lb6T s
lvT99r Alp=", G*M
D.M.T.
DATE:
12-11-07
REY. LETTER
MA G TIRE NORM SPACING TABLES
pR G [fE
AD-TD-0087
ROOF- TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECIONG SITE INSTALLED 7/16' TIN. ROOF
WITH 7/16' X 1 1/2' X 16 GA., STAPLES DECIOtNG SECURED WITH 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 16' O.G. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' � SEE NOTE%1
11' UK SITE INSTALLED DECgNG OVERLAP FTER
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RATO
RAFTER SOW. TORT INSTA FD
SEE NOTE 12-•/
BE EE NODTE 0 A I 18'
DECgA
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
1. SECURE EACH 16' D.C. RAFTER TO RAIL BELOW WTH
2-/10 X 4 I/Y SCREWS AT EACH RAVER DO. SITE
INSTALLED PITCHED RAPIER TO ALIGN MTH FACTORY INSTALLED
RAFTER. (Ea SCREW TO HAVE 1 1/4' TINETRATION MIK)
2. ATTACH ELITE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH
/10 X 4 1/2' SCREWS B' C.C. MAX, SPACING
3. SEE AD-FA-0020 FOR GAP TREATMENT BETYIEE N SECTIONS,
FAC70RY INSTALLED RAFTER
(CENTER SECTION)
C-F83-88.01
John Q Eloeden, P.c,
K2 Enginwrke, Ina
ALL ZEJSIRES
(110 MPH)
20 PSF ROOF
10 PS' D.L.
BY
Jun 09,20061
JACOBSEN HOMES
P.O, BOX 365
SAFETY RBOR. FLORIDAK
HAFLORIDA34695
NO=L.
nf3vxvcAnaRtavua AC
•.v.a.,...o aaecotna
Y4ww" or J•�It RAaraenRrc
aotDA 9AtW11 At PRmw 10 SIC
CRM BC
O.A.06-02-06
DA1E:
!Y. IETIOG
A
OM R ROOF TO ROOF ATTACHMENT
DRAWL IWBR
AO-PR-7002
PHONE(727)726-1176
� ���A��Nl cast[
ror>,DsrA w smv not was.
60
21
END ZONE RAnER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
— 2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUROOKERS
�-2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAPIERS
TYP. 16' O.C.
Gy
2 X 6 OUTLOOKER
19C D.C. MAIL BETWEEN OUTLOOK RS
ALL OUTLOOKERS SHOWN ARE 2 X 6 SPF /3 FLAT
-2 X { NAILING BLOCK
MIN.
ON35S
FROM NABA(G BLOCK INTO
RM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MN. (3) .131' X 3' NABS
FASIENING FASCIA INTO
END OF NAILING BLOCK
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/LON..131' X 3'
NABS OR YIN. 7/16' X 2 1/2'
X 15 GA STAPLES 16O.C.
MA)OMUM INTO TOP 8 BOTTOM
CHORUS ONLY.
2 X 6 FASCIA FASTENED TO OUILOOKER END ZONE ASSEMBLY \- 2 X 6 OVERHANG FASCIA
W/MIL (5) 7/16' X 2 1/2- X 15 GA. NOTE:
STAPLES OR MIN. (3) .131- X- 3' NABS DIPPED ASSEMBLED FOR SITE INSTALLATION) CUTIDOM
EACH
oBBE SECLIRED
10
LOCATED
(TYPICAL AT ALL CENTER BRACES) N THE DOW PER FASIEEIR CHART.
TRUSS ONLY
mnSWE OF
un
I NOSOI
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO DE DOUBLED.
2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-70D2
TYP. OUTLOOKER FASTENING:
FASTENERS.
DUANIRY:
PEEmATIOtk
J31 PD NAIL
5
1 1/2•
15 GA. STAPLE
B
1'
lama
2
1' (DNS. TIP)
DIIROW FA51EET6 MAY BE NSTADID 1RNOZONE nt
101 TRIP CM DOW F PEIEIRATION ALL EXPOSURES
6 YANfAW. (110 MPH)
20 PSF ROOF
C-RC-197.01-197.02
John C. 66ed--in, P.L.
K2 Eng)necTingi Inc,
APPROVED BY
05,2008
N Anc.
FEDEW NANOFACNRED NODE
CONSTKICNON AN) SAFETYSTANOAADS
JACOBSEN HOMES
T1n5TCC W
D@ 9EOFld11016 NO Asms ME
OMIL FX TAXti wRRomAI
M. W;
O.A.
�"". 1-29-OIL•n
nL% •�"�••
DRAI1016 TOLE:
P.O. BOX 368
YAFANS ,r Arra89DI vNAAYtfU�E9
,O9" 9Amws Am ptp.,p,D m �
FIND ZONE RAPIER OVERHANG ASSEMBLY
/1
DRAYJ7C NLUBM
SAFETY HARBOR. FLORIDA 34695
REm na 9 RiRf09S NO K6T m
PHONE (W) 726-1138
TOR CaFamut AIO mm aw am&
AD-PR-7003
TYPICAL SIDE ELEVATION .
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL
CTOMI TIEDOWNSS I I TIP. FL= sum? III m.
s[ Ruts r01�
SEE K
TA mm ANOI OR mmm summ 1
ammou f MUD RM NOW W.WT VIVA
FIGURE 10.1 2�
Ito W
\ 0 Pg
NOTES:
1. SEE A0-m-0065 FM SPAONO TAM
2 SEE A0-10-0005 FOR OJ WR OF IWDIUNIL T[-OGW SNAPS REW7ED.
3. SEE 01HO DEWS FOR BLOWC (PER) BOMM AM OTHER RECtIMUTS
•� .
A. YI REL ADCDVJH RR ADpIgNAI REMOVDIR
S ZORE ZMPOW T: W MAN HTRONT
nK 2/DPOARE T. 2r MA=W =0
ZONE
ZONE 3� V% 3r RAM" Hm"T •
e. AIL 9ECFXA11016 AAE BASS ON IO ROOF AWU MAX. AM We VAX
SIOCKALL HmfL ..
%
�j I
,
JACOBSEN HOMESI
Doncl P.O.LNED ARIL BOX O Et � ItKOARE F RRx\E9 K
SAFETY NAABe,, FLOPoDA 31695 AOTBN NIsmFC Fl�KB AIo,IATK
FT-LIAANON[ (Fi» 7:6-113e 'vr m.mu.m mnEewo�
9/0
.M APPROVED BY
M
~ Dee 23,2006
qN INC.
ROlW EWfKORD10!
C0167AIC1A1NAM0 fEFflTSTAAONOS
R.R. wr< 11-28-06 �v 1ErE�
FIGURES I0.0 AND 10.1
22
59
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
ZONE II & III/EXP.. C do D -
IANGITUDDIAL TIE -DOWN SPACING TABLE
MIN.
1TVN I� 1 91N0 TONE IB
FLOOR •
ar arc
ufo►x Yx arc
Wafa
1hO1N
u
as
gc�na�i
101�fl Eli sNcna
IUNi
23'-4'
2
58' 7
43'
6T ]
45'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING -TABLE
>ArL
VAX
- W+rao zaf 1
WIND ZONE
FLOOR
7A01H
EAVE
CNFAIUNG
VIM'
OB. WADMOM
NfEE
��
� WAfxaxn
��
.
Loa
LOAD
23'-4'
65.
5-8'
31501
49'
5'-4'
3150 _
45'
24'-0'
6'
C-6' .
3150
49'
S'=4'
31501
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
- WIND TONE 1
11ND
IDME III
FLOOR
'aL orz
,wwaa
YN art
wcU
WIDTH
� °D Or"�
u DO OF
Mal
J
a
u serFLOOR
Yw. a
u sieoa
m. /
23'-4'
J
46'
4
4T
�O
24'-0'
3
50'
4
45'
VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
LOH.
MAX
WIND ZONE 1
W410 ZONE ro
�'�
NL
eHDax mumfalaVOL
fIWIOfl AIDE
WIDTH
EAYE
04EPoUING
LOAD
Ln�
27-4'
S'
5-1'
31
47
4'-0'
31
43'
24'-0'
6'
6-4'
315011
4T
4'-0'
3150
4]'
• 108• MAX 9DEWA
L(110 MPH)
L HEICFIT YM7DZONE 9/19
APPROVAL*
PANEL
ON SITE PITCHED ROOF DECKING INSTALLATION
1R• uu
: rr. rtwr rrtnninu f1EC1f1N6
16' ON CENTER OFFSET
TRIPLE MADE CENTER SECTION PEAK
91E BSfALIED DECKING CN f4Tl]iED 7L NO BLOCKING REQUIRED
1RUSS SECDON k AEYAR�ER OF AT CONTINUOUS
(OR EQUAL)
NINDZONE W
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
f0 PSF O.L
NOTES
: vxrmc wFxovK: oA7A ON Ru ewxova:
1. 1/6' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 TJ'j Revised
SPAN RAZED) DECKING (EQUAL OR BETTER). .IOhTI C. {iDe�';^, n_ Got 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE }��TI(,)aTL•oii:i„)iiC. INC.SAME DECKING PATTERN. reolxuxaxui o"xO��
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 coxsmLrnonaxosacinSTANDARDS
GA. STAPLES AT 3' O/C
EDGES AND FIELD
DRAWEn: DATERLY. IETiFR:
JACOBSEN HOMES rxESE 9�MAi/ D 0u�s xa O.A.To-24-07
araduL PxoPNErutr, fxo Oatcula dGMNC n11e /\
P.O. BOX 388 Y/�T1alNS Di ,II1®SFII YN/F11CniiC /-`
INC.9xH w11Nws AREnO�® wf 0[ ON SITE PITCHED ROOF DECKING INST.
s�FEtt HARBOR. FLORIDA 316as SEERIflr rtw sms xlM)US xo rm E BRsr1c xuleet AO-PR-7004
PHa� p2�) �zs-nsa 1®1 aufclxln xo a�aT sa anus
58 23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS —
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR /
VENTILATION OF ROOF SECTION
(SEE AO-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF /
INSTALLED AT MANUFACTURER r
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
E INSTALLED CENTER
SECTION OF ROOF
BY
Revised
Oct 25,2007
INC.
JACOBSEN HOMES
NOTICE
��OM�AM��
O.A.
10-24-07
- -'
ORRu4 Pq CrAAY. AID MOENWL
MALS OF IACOB9N YANOPAL'IURNG
GiAMNO IITIE:tiM1
ROOF
n
All]
BOX 368
OIL 9D1 YATUMS ARE FROIMO TO 11ESAFETY
TALLED PITCHED
VENTSP.O.
HARBOR. FLORIDA 34695
raovrt FOR 9BXX P116-M AM KM BE
AND MIMI FM onERs
DRAWING NUMBER
AD-PR-7005
PHONE (727) 726-1138
KEPI OMMUAL
ADDENDUM
TIE -DOWN
SYSTEM
MICAI. SIDE ELEVATION
SHOWING RE —DON SPACINGS
®®
®®f2jE in an'--
IE-8611116
1E-0BrS
E-0OIN PNNC IE-DOrI PAONC
I[-= SPAM X4 M WAOC
X WAOC
MAX RR AD•111--0010 TARE PER AD -WOO BRIE
PER AD-10-0:181ARE FOR AD-Wilm TARE RA A WODIO TABLE W1C
FIGURE 10.0
TYPICAL CROSS SECTION
%OWING TIEDONNS TV. RDA Snu ,lp � +ETYBI
sr£ LYE! Rk
` 11AOIY IBIXI
rmmauE
NEBFIGURE
AWOIGI MIOE6X
10.1
(110 MPH)
10 PSF o.L
NOTM:
1. SEE All-ID-OOBT FORSPM24 TABLES
�
�' )O.G�P�IF
DAM ~AL'
APPROVED-BY
2 SEE AD-nT-0061 FOR aMETY OF LOOTUOAL TIE-01M STRAPS REOROM
.
e
b
3 SEE OTHER DETAILS FOR ILOOBND (PER) OWWRTY NO OTHER REOUREAENIS
-
4. SEE FM AODO M FOR ADDITIONAL REOARDI NTS
E 'C':
I
ZONE 2/bPOSII E 36• MAMAIM HEIO T
ZONE 2/0POAEE IT: 2'i YATOEM HEIGHT
" y t Q
'
INC.
ZOE J/bPHs1IE 'C': J6" YA78M1M HEIGHT
ZONE J/OPOSIIIE W.,
��(j�� •.� ORS •�. �e��
dj^ �.
F(UERN.MANUFACTUREO HOME
J2' MAIDHWM HEIGHT
� P
''•,,ACR�O EN,�WT'�Itll
CONSTRIC11MANDSAFRYSIAIWAR
`A
6. ALL SPEDFICATIONS ARE BASED ON 28' ROOF AIM MAIL
2wil
JACOBSEN HOMES
=H�
Dm">07 IAA�ssm
�` ` M.T.
07-20-04
`�"�
W 'lle, ORES 10.0 AND 10.1
P.O. BON 368
MD oe.MDWAL
OROM Tom' AYIC
Hu1EWA s OFNCORM YNWACA
SAFETY HARBOR FLORIDA 34695
PHONE
AG SIDF MAMM ME E1OWID A THE
nomFoR EOH YHmC Amm me IMF t
SM Hml OUK
DRIIMC WY
- -DD84
(727) 726-1138
HMO
DDLM INAL MO
i
24
97
ADDENDUMG�RES
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES S 1� t 1� 1
ZONE II & HI/EXP. C &
LONGIT INAL TIE —DOWN SPACING TABLE
L �r'
MK
WID ZONE I
WAND ZONE I
FLOOR
W "Y
A0010R
MIL OIY.
man
^�
TM
EN] if
EA QO OF
MILE
gCDDI
IBL 0
EA.SECTIONWL
0
3
4r
3
53'
30'-8•
3
5T
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
SPACING TABLE
MN.
MAY
NAND ZONE 1
WIND ZONE Y
SPAM
Lm
ANIXR ANU
SPACING
D��
mw ATIQE
FLOTH
MOT
OWA:RHANG
26'-8'
6•
C-80
NMI
40' 50'
5-4•
3150j.
40'-50•
30-8'
6'
6'-B•
31501
40'-5(r
S-4•
3150j
4T-50'
LONGITUbINAL
TIE —DOWN SPACING TABLE
MN.
NWD ZONE 1
WIND ZONE II
FLOOR
cly.O
rDD ff
Ala l
ANOE
MIA Dn
EA ff
A UE
WIDTH
SEClal
gCDDI
SE
W. 0
R.
v
FA
0
EA
26•-8'
4
4
41'
4
4
5I'
4
lyo
152Z38-8'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MK
MAYL
WAND ZONE I
WIND ZONE u
SPACNG
LOAD
mm ANN
SPAM
LOW
Allm Alm
WIDDI
OVERHANG
26'-86
6•
5'-4'
31501
40'-5(r '
4'4
1 3150j
40-45'
30'-8'
6'
5-4'
31501
40•-50'
4'-(f
3(50j
40=4Y
WANDZONE ILL
(110 MPH)
20 PSF ROOF
' 10 PSF D.L
G
REF. CNCi`'aVRFF�,f�-lT/•G/— i0, 33
-
OW APPROVAL.
NOTES
'•. .
• )O G�QSIFi q -y' ;y
APPROVED BY
1. RILL ALTLRNtRy FOR AoaILaNK REaTWrE31El1ts
No.0045484 +
2 SE A6-7D-0054 FOR M&V" PIER 1410115 REGAWD FOR THE LOADS
rAIILAAIm ABOVE
:N
.9,
INC.
.. .. _a'
FEDERAL MIUTUFACTURED HOME�'•:
is
��FRED ENG_ �:
cDRSFRucnoN n F7
JUL ?[104
JACOBSEN HOMES
NO1 lm
IIE`E Sg371GT10T3 ND NUOCS AR
GRAIN SPr -
M.T.
DAIS
07-20-04
REV. LETIM
DRAWRG nne
I08• HGH SIDEWALL SPAONG TABLES
P.O. Box 368
003M IRMW&' MFC AID mNmTN�L
NATO MS ff AAC@.1W WMfM1R0MD
SAFETY HARBOR FLORIOA 34695
PHONE (727) 726-1138
NC SA1 YAWAAL3 ARE POOIWFD WOE
R WElff WI 40OFIC RWO9 NO W61 R
W1a mw81RM MO smK rRol atns
NG N DRAWUMMt
AD-TD-0083
ROOF VENTING
z I YARRIAU WALLS
T 7 TOO 12 N CUTOUTS FOR
V NT ATM OF ROP SECTEN
J (SEE TNANI FOR RLOOOENENTS)
100 SO. IN. CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
(110) E SECTION LENGTH
OUTOUT NOES
0 10 15'-6'
1
R'-6' TO 31'-T
2
31-5 TO
3
46'-10' 10 -6
4
6 -6 TO -0
5
J11 ; J1
Y—Y Y_Y
WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
ul
'I
MARRIAGE WALLS
LOW VENT
LOW VDI7
J1
:J
I
I
� •50 SO. IN,
VEN75 REOVIRED
3 HIGH VENT IN SLTE INSTAIJYD
TRUSS SECTION
R \J
I `CENTER LINE OF CENTER SECTION
ton' 4CROR Wwx
N♦/l WNr
LOR WALL
mW
N- •-
1
mW
R- RI47i
7
T u 9a[
fT A
]
T IA TQ
ACYO 10 O'IOwi it
I
4—J A—J
S: I :.I� TIP. 5O so.N RoOF VENTS r J
LOW VENT (5g GMT FOR REWIREMENTS) LOW VENT
YARRUIQ WALLS
I c
I %
I
SITE INSTALLED CENTER SECTION OF ROOF.
2
W
BY
JUN 10 283�
INC.
D HOME
:Ty STANDARDS
JACOBSEN HOMES
Noncm
MESPE17CNAN3AIWCUM=AK
L umm By;
R.R.
1MH:
01-22-04
i¢W. mll
OAVIM. PROPRIETARY. AM 4IDIRW0111M
WAY" 11IL•
P.O. Box 368
Y1°p°"LS CF ACOM YAWKRXM
I
ROOF VENTING
_ SAFETY HARBOR FLORIDA 34695
NVOPINT rq S [ � Mo KV t
DRAWING NUgR;
PHONE (727) 726-1136
APT mCOINIM MW SOP Fml DIM
AD—PR-7006
m
i
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A)
SITE INSTALLED CENT
,SECTION OF ROOF
SITE INSTALLED VENT
�— EXTEND FLEX DUCT 3• ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATHNG
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TV. CONNECTION TO VENT CEILING PANEL
FAN. SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
rE
SITE INSTALLEDUMBING VENT PPE
ND 3- ABOVE ROOF)
(SEE DETAIL -6)
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP),�
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
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION,
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DEO(NG
4. RANGE AND BATH/AR DUALITY FLEX DUCTS TO BE SPUCED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER NTH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
'COUPLER
(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
BY
JUFI 1
INC.
JACOBSEN HOMES INonce UNAIW BT: NAIL I<Y. TRITER
THESE sPTOrrATlas AND DRAWINGS ARE R.R. 01-23-04
ORIGINAL P ROPRETAR1. AM C WIBENI AL DRAWING TITLE-
P.O. BOX 368 wTDeALS Or JAC'OB" wNXACTIRAPG
�� WC. RICH wmMSS ARE PROmm TG Be PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 IdIXOR 101 R[OIC FLOPM AID DUST BE DRAWIG NUMBER
L _ PHONE (727) 726-1138 IVI D MRXMAL AIR NMI IT= D➢QS AD—PR-7007
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES• ENGINE W4rl%VSTEq •T<
L SEE YID-TD-M&O FOR SPACING TABLES (OFFSET SECTWN ONL4 j
No. Fa'
2. SEE AO-TD-O= FOR OUANITY OF LONOIMAL TIE -DM SIRWS REOORFD. a e 910334
(OFFSET SECTION ONLY)
1 SEE DINER DETAILS FOR BLOCKING (PIER) QUANTITY AND 01NER REOORMENTS. STATE
4. SEE AD-TD-OGDI FOR ADDITIONAL REOUROIENTS. E 9iA'•. i_ -.P.
CSEE GACGS, �G,
�-su- I6•Gi-16•F�
SECTION
:^' T 6q T' DWI i
r3c�� i .I \
7Af4DSAFEIY STAID.tFj. S
JACOBSEN HOMES THESE SKOTICANIWS YO ORAWNCS ATE V`"INN B, R.R. uAHI> 5-9-01 "H¢W
ORCINAL PROPRIETARY. AID CXFDC1 w DRAWING TITLE•
YATPUIS OF ACOBSD NAIAfACXRMC
P.O. BOX 368 - I 12.0
SAFETY HARBOR, FLORIDA 34695 A 011 YAWIAA9 Rims
RiONMID TO BE DRAWING NUMBER:
TUWaT ra 9'[EMO PIHmi AIW IDO H
PHONE (727) 736-I138 RN [WXOIW4 AHD AQIEI TRW DR[AS AD-TO-0082
26
55
ADDENDUM
SITE INSTALLED SHINGLE AND UNDERLAYMENT
I
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SNOINNG TIE-DOWI1 SPACINGS
`W- —ffill
Ir
rr
rr r�
1 1 ,
FIGURE 11.0
Slill PICDBE U IM ALNUM MDOIN MMD
ECTIO
DO*
MIN 0 A wkj
XI--- mm INOE
e I " I& I
16,c!- l6Arz
.__. •� NWgt ANNE��
OFF• a Lf"
FIGURE 11,2 �C-gv ^,'9;08-
Ij IN ALT9alMTR fO-DDVN WITHOD
NOTES
�Y-i v-�jOf.+.� *
uN M'ENVI
L SEE AD-M-0080 FOR SPACING TABLES (OFFSET sECINN OILY}
`^ i',.= '{fFi C' ��F J�sN
ArFt
PPROVED BY
z SEE Ao-11--4 BO MR QIANTY OF LDIN71UpAL TE-0ONL STRAPS MRED.
= GY{
a
(am SE m ONLY)
1 SEE
0. U0454
-
JUN 112(t(►4
OTHER DETAILS FOR BLOOM (PER) QUANTITY AND OTTER IEQAREMQNIS
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
>�' , �a Z {� •
I N C
S.ZONE 2X b': 40• MAXIMUM Mff-36' FOR 12•-6 WIDE UNITS'•i
OF r
9�•'•.• A .: a�
ERALT NUFACTURED HOME
ZONE 3/IDPOSUE'C': 46• MA10NW HOOK
L e •.. ITl9. !4��� aJ
.. ,s
ISTRUC110NND SAFETY STAFIOMOZONE
ZaE 7/0tro9Aa b': 40' YAIaNY 1EtaIT
'e, A1Fii C
JACOBSEN HOMES
NQ & EtREA,,
,"m 9'm A1MAE5 AID DMRAIGS AIE
M.r.
DA'� s-a-o4
REM. LETTER
DRAYNG TINE
FIG. 11.0. 11.1 k 11.2
P.O.rTqwn Box 36e
04014. PIEW E ARM, AID COME AL
HAFAMLS OF JAc M MANI►ACIIRl1D
mu" ARE Pm
SAFETY HARBOR. FLORIDA 34695
H
�F FIR S4EN= KV= AND 1 pf
FA8if1(�
PHONE (727) 726-1138
MY EEEAID"AL AMO S.TRLT FROI OOEAS
AD-TD-0081
150 FELT TO HAVE A 6' MN. OVERLAP
AND A MN. 6' VADTH OF ROOF (EUDIT
THIS ALSO APPLIES TO ENDLAP SEAM£
111 r l r l ! I! li
FIELD INSTALLED 150 FELT MN. INSTALLED OVER THE
FACTORY INSTALLED UHDERLAYMEM NTH A 6' ION.
OVERLAP AND A MIN. 6' VIDTH OF ROOF CEMENT.
151 FELT ALSO CEMENTED NTH A 6' IIDTH AROUND
ALL PENETRATIONS OF THE UNDEALAYNENT AND
PERIMETER (IF ROOF.
CHELD INSTALLED ROOF SHEATHING (TYP. `
C WIDTH OF ROOF CEMENT WEN
OPTIONAL 15/ FELT IS INSTALLED.
I
OPIMLL LAYER
IN�7L
ONE-PIE,M SHINGLE I
INEIERaYMENT
ROW 91FAIFWG (TYP.)
THIS ROPY OF SH NaiS TO BE FIELD INSTALLED AFTER
THE UNDERLAYNENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED 90NGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DEOQNG FOR UNDERLAYLENT OVER
LAP OF 6' MINIMUM.
FASTENING D8TAIL
NOTES:
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA
EXCEPT YAERE NOTED.
YANDZONE M
(110 MPH)
ALL E 03MRES
BY
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED
L
Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UN71L SHINGMES ARE INSTALLED.)
.i0 �2n
NIH
I N C,`
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
KZ En fiFiGtfi:Tg, InG.
9
•
EDEML WMiACIDAED MORE
NSTRUCIDN AND SAFETY STAMOAADS
ONLY YNQN SPECIFIC APPLICATIONS ARE NOT COVERED.
JmoonACOBSEN HOMES
NO'[ICE
THlg SEarAlTlva
GRAIN BY.
O.A
DALE
10-24-07
REV. tET11R
P.O. BOX J68
DD Nu1Dxs ME
DMpML. EROPWARC AN WiDEMN1
W1e0I15 OF JAC084M NAPSACI1WD
MAIM IDLE:
IIWJJ
El- SDI MATERIALS ARE PROWED D 1NO
SITE NSYMM SHNQE
AND IREIERAYMENT
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
MDPDO AM SIM RPFOES AD MBT BE
"PT UNM MRAL AID SIM FEED Dees
DRAW NULRDE
AD-PR-7008
54
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
„
ec "
c'
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.IOS X I' MINIMUM ROOFING NAILS
OR .113' X I- MINIMUM NAILS MAY
OPTIONAL SHNGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT RANGE BY SECURING
THE SIONGLE TO THE RANGE AREA IRTH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. N17H NAILER
RANGE. SECURED 70 ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF RANGE
UNDER SHINGLES. WITH BOTTOM OF
RANGE OVER S1-0NGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED VAT" AN APPROVED CAULK).
TUBE SUPPLIEDBY
SOLAR TUBE MAN.,
NOTES:
DAPM APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1" X 16 GA.
AF
PROVED BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
INC.
FEDE1
AL MANUFACTURED HOME ,
MIS
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NonCE
ncsl scmuTxAes ND BRAwOs ARL
OF AIM BY:
M.T.
DAIL
02-04-04
Rn LETTER
DRARNG TITLE
momm. mumu". AID Corm w
,I P.O. Box 36B
MAlDONS Cr J%COBYN MRAXACTUIW
MG alO1 WN"S AK NIOVW TO OE
TYP. FLASHING INSTALLATION
—
SAFETY HIIRBCR, ROROA 34695
Huuf FOI s c NFTbfs ND M6 M
I DRAWK NUMBLR:
PHONE (613) 726-7138
W7 CDOVENM DD MOST MW OMn IAD-PR-7009
-
ADDENDUM
SEA 11.
OFFSET UNIT TIE -DOWN SPACING TABLES 1
ZONE H & BI/EXP. C & D 114111'
LONGITUDINAL TIE -DOWN SPACING TABLE
MR
NO ZONE 0
M41D ZONE A
��
IN. DTC
A
IMl 0TI
AN
NWTH
EA ENO t!F
INME
ANaE
G ENO OF
KNEEKLE
EA SDGTDN
WL 0
EA SECCION
MK 0
3
47
3
61'
2
54'
3
41'
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
NIX
MAK
NAND ZONE 1
WND ZOW II
R
N OTH
EAVE
OVERHMG
SPA=
ML NEWREAD
LOAD
NIM KNEE
SPAOIG
AI m ANTE
12'-0"
120
5'-0'
31501
4T
C-00
31501
39•
13'-e
12"
5-01
31501
41'
4'-0•
3DOO1
40'
15-4"
12'
5'-0'
31501
43'
4'-0"
30001
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
wm ZONE I
N11D z014E 11
FLOOR
H1L OTT.
m mA
MIL OTT.
AMM
WDIH
EA OF
NINE
EA m OF
NNSE
�O �J
EA s:E:noN
SE
w. a
EA ss ax
uL e
12'-0"
4
45'
4
60'
IS 4"
3
45'
3
60'
15-4"
3
45'
1 3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MK
MA
NWD ZONE I
ww ZONE 0
SPAOIG
OIL
mom ANDS
SPAOD
I>�
And! NRE
1VND�TH
O1 RHM1G
12'-0"
12'
4'-D"
31501
40'
S-0"
30001
31r
IS-4"
12'
4'-0•
301
41'
3'-01
3004
3T
15'-4'
it
4'-0•
3065i
43'
S-T
MOT
41'
NOTES: jt6f' e4L45. C-9D— 16TOI— I6,12-
DHiEERMP1W-s 4iry4r
Rff CIL LT- 0- 17.0 -
��•
17r Q
I. OFFSET SECTION NTH THE MARRAGE INE WALL EXIENOHG BE00 THE ODN(L OF
TIE ADJNiNT SECTDH MUST BE TO Dow AT THE HARRAGE uE N ACCORDANCE
.�iC� ••DOC•Q,I�s�
'r�,QT1FIC•9j. �Fy .L
'� D BY
MN M
;•
' O � �
TAKES ABOIE THE SDEMAL SIDE AND THE ADJACENT SEGIIOH(S) ARE TO
;
BE TED DOM N ACCORDANCE MIN THE NORMAL SPACING TABLES (SEE AD-M-DMO
a a
FOR 12'-e It IS-4- WOES. AND AD-TD-0070 FOR I5'-4• LADES}
.TUN
I SEE AD-TD-0001 FOR ADDITIONAL IEOUREIQATS
' # A + '� •
INC.I
ID
SEE AD--OON FOR MATONN PER Mff REOURED FOR TIE LOINS TABULATRD
•• ♦
OO•,. 44A •
•.,.RIE►•• Y �� •
MANURICTINI®HOME
JACOBSEN HOMES
NOTM
iIMM �I
NFSE
.FS*+`''^•T.
DATE 6-8-04
TETL�>F>t
P.Q. Box 36BW.
OAIOW. "w6m oWy.. ND
"N"
MAW 11IM
OFFSET SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1130
I� W
WMENT FIR 9M ITR'0N2
NOT DOFmnN ND 9sfEF
DRANNG N(N n
AD-M-0060
e�
63
28
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVA➢ON
SHOWING TIE -DOWN SPACINGS
AMR
Wm
IE-DOMIS
1'
•L
TE-DON SPACING
—
TE-OOVN SPAOIG
TE-DOIN SPNOD C
TE-WMI IPAOHC
IE-w SPAOIO
12e
MAY PER ADID-ODI2 TARE RR AD-ID-0012 TABLE PER AD-M-0II12 TABLE PER NFOF400I2 TABLE PER AD-TD -0-=2 DINE MAY
FIGURE 10.2
SLR MORE 20 FOR ALTERNAIT 719-DOYN IMD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TYP FLOOR SYM
s SEE ROTE 5 FOR
HAM NMI
HEND LAHMANDLEAIKII MUOR -I
Imm FIGURE 10,3 NTNDZONE III
O 1102C (11P. (110 MPH)
SEE 1E:URR 7.0 FOR ALTERNATE M-DOIN METHOD 20 PSF ROOF
10 PSF D.L.
/
REF. CALCS. L` 9z • K/
NOTES:
1. SEE AD- TD-OO72 FOR SPACING TABLES AND NOTES.
2 SEE NFTD-1Dn Far tUAN7Y aF LONGUOAL TE-DOWN STRAPS REQUIRED.
3. SEE OTHER MUMS FOR RMNG (PIER) QUANTITY AND OTHER REW EWENTS
4. SEE FLLL ADDENDUM FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/DPl1SRE 'C: 56' YAXMMUA HDcxr
ZONE 2/DPO�iE'D': 56' MAX6U4 HEIGHT9DN4
ZONE 3/DPOSIRE 'C': 56' MA701UR HEIGHT
HONE 3/OPOSIAE D': 56' MAXIMUM FLIGHT
EN� Q . , li
Cj : ••G\STEq'•.,! �.,
- 910334
� '.� •* _
-� STATE CF W
Y'��'CY(' �•' V Z/gg��
Aj' ' ,//
DAPIA APPROVA'
APPROVED BY
AINC.
ODmA:TONTD4wTWtmloloP
1 9 M04
JACOBSEN HOMES
„ P.O. BOIL mo
SAFETY HARBOR, FLORHDA 34695
PHONE (727) 726-1138
NOTICE
TWA sKcT nONS AM MR119M ARE
(ACTUAL. PROPEaEL R4 Am Mrlm,iOAI
WIRyAES 6 A,CDa4N MARUE'AMPOC
PIC 5T101 MATDOALS ARE PROMM TO THE
IRCI4NT FOR 9WL PiAbOi3 MD Z R
IM C1y1RNIX MOT SCORE T�I oDo¢
Y:
I M.T.
DATE'
3-1-99
REV. LETTER
DIRAWMTG 11TU:
FIGURES T0.2 AND 10.3
DRAWING NLWBOR:
AD-TD-0073
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS
3 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-DGV.%s WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W+E9 ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED N THE TABLE(S), A STABILIZER PLAXE MUST 6E ;HSTAULED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPUED BY JACOBSEN HOMES (TO BE SLPPL'ED BY OTHERS).
5 VERTICAL BE STRAPS MAY BE SUPPLED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HONES 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
INSIRUCIIONS GROUND ANCHORS AND FRAME TIES ARE NOT TO EXIEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF -STEEL
B. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI-WDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TYP. 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
NAIIONALLY 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 THE ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LIE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROW ADDED RESISTANCE TO OVERTURNING OR SIDING FORCES
It 'ANCHONG EOUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES N ACCORDANCE VAIN TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING. FLAT STU AND SEALS.
IS. ALL GROW ANCHORS TO BE RATED FOR LOAD LISTED N TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251(31501 DESIGN LOAD), YMICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES
16. A MAXIMUM OF TWO LONGITUDINAL RE -DOWN STRAPS MAY BE INSTALLED AT A SINGE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPFDAIE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGLNODLAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT POMDIOAAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16)IF REQUIRED TO MISS PIER LOCATIONS OR 01HER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN IRS SECTION ARE TYPICALS ONLY. REFER TO THE AFPROPRIATE TABLES FOR
THE REND NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG REQUIREMENT& ALT BLDCKNG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES:
ENONEFA`, ` D Il/I _
...\
DARA APPROVAL•
........... ,
•;`G1STEq ;(c,L
ROVED BY /a A
THESE NOTES AND DECARS ARE APPLICABLE
Q N0.
FOR WIND ZONE 11 AND/OR WIND ZONE III. THEY
= i ENE8703571
JUN 1 S INS
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
= ,�
EXPOSURE V. SEE APPROPRIATE TABLES
INC,D
FOR SPECIFIC INFORMATION ON EACH.
A : W�
=, 6l �� �,
11 V
o . , :
NOTMS111NOVq
•ND AN •.���`��.
JACOBSEN HOMES
NOTICE '�/1 "//
N („�
111111T„ C.L.Y.
DATE:
5-19-95
REV. LE11TR:
■
P.O. BOX
MOWTHEN SISCNC.VIONS AND TNIAMN6 ARE
Mw NNACI NC
MATDPATs
UATMAE POF JACmy.OBSEN
/KERN
NUMNC TITLE-
TD-GENERAL NOTES
SAFETY HARBOR, R26-11 3A695
ORI
AT
NG 91CH YARIONS ARC PTNAVtp 70 THE
RO40 TO THE
DRAn1NG HUMSER
AD-TD-0001
PHONE (Bt3) n6-1138
ROPp11 /EA SK=gyms HO MAT N
RPI CONFWIA AN) son EKu OTIUii
-52 29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
LONGITUDINAL TIE -DOWN SPACING TABLE
+ (��
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
rx Dn.
ANCHOR
uw Ott
ANCOR
WIDTH
EA OF
ANGLE
EA
ANGLE
v
SEC
EA. scEroR
lmH. a
SECTION
EA sEcnx
LOT. e
26-0'
2
36'
2
45'
24'-0'
2
46'
2
60,
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DLL. READ
LOAD
MmDR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5-0'
31501
40'-50'
6'4
31501
40'-50'
24'-O'
12'
8'-0'
31501
4T-50'
6'-8'
31501
47-50'
254
12'
8'-0,
31501
47-50'
6'-8'
31501
47-50'
26'-8'
1 12'
18'-0'
31501
4T-50'
I V-8'
301
40E-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
v
FLOOR
y.O
ANCHOR
Ott.
ANCHOR
(��
WIDTH
A, E D OF
EA
ANGLE
A.
EA END E
NNGLEE
ANGLE
SEC
u scnax
uDI. a
EA. SECTION
uo+. e
40 V
20'-0'
2
50'
2
68'
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 II
WIND ZONE I
SPACING
m LEAD
Law
AVCH00. ANGLE
SPACING
HEAD
LOAD
ANCHOR
ANONOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
5-4'
31501
40'-50'
4'-0'
31501
40'-50'
254
12'
54
31501
40'-50'
4'-0
31501
40'-50'
26'-8'
12'
5-4'
31501
40'-50' ,1AI
II III I,A '-0'
31501
40'-50'
NOTES-
ENGINEER Q Ai,� CARA APPROVAL'
I. SEE AD-TD-0001 FOR ADDITIONAL REOUDREMENIS.
�� O.• G%STfq'•
,' • Q� No. APPROVED BYE
2. SEE All-TD-0011 FOR MAXRIUM PIER HEIGHTS REQUIRED FOR THE LOADS
z
ENEpB
ULA TABTED ABOVE
_
1 5
?9p'• /T 90F'�r INC
•,,'�<cJ;••.. CIA+ G\ �„��, �n .
��.�
JACOBSEN HOMES
NOTICR A6UWIR16
INESESPEOrWONSAND ORATANOSARE
..
C.L.Y.
DALE:
5-30-95
REV. LETTER:
\�
P.O. BOX 368
ODDNAL PROPRIETARY, ANO QXRI lft
MATERIALS OF'IAED�'I MANJFACIIADNO
PAc SUCH MAIERULS ARE PROxDID TD ra
DRAWING TIRE:
NORM. SPACING TABLES
SAFEPHONErY R(813) 726-1138 95
Aa�oaAmi m � �
pgAML`1C NUMBER AD-TD-0010
ADD_.
NORMAL TIE -DOWN SPACING TABLES It & 1� 3
10.
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE 0 WIND ZONE Al
(WIDTH( A an. ANGLER A. ID O AHOIpR
v WIDTH u D0 OF Ell DID ON AR,
EA
IN.
YC110N tm1 e u SECTION Im1 e
(;� V 15'-4' 3 45 3 35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE 10
FLOOR
WIDTH
EAVE
OVERHANG
SP
LOADBL D
ANCHOR ANGLE
SPACING
OIL HEAD
m mt ARGUE
LOAD
154
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
31501 1
41-47
LONGITUDINAL TIE -DOWN SPACING TABLE
T
MIN.
WIND ZONE 0
WIND ZONE 01
' S4�
FLOOR
mL Dn.
ANCHOR
OL OTY.
ANGLrn
l�
WIDTHEA
DID 7
ANGLE
EA Do Or
ANGLE
`xmC 5
EA SECIIOI
TOR B
CA SECTION
1al. B
15'-4'
3
30
4
35
lY'O
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE 19
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
EDLOAD
MmIGR ANGLE
SPAONC
Dei AD
Awn ANGLE
154
6' EACH 9DE
4'-6'
31501
42-50
4'-0'
_
1 31501
1 44-50
WINDZONE N
(110 MPH)
20 IPSF ROOF
10 PSF D.L
REF. CALCS. C W 4 -12. of pf - -/ 2 . !./j
. nunuA
NOTES
FNO Q
DAPUTAPPROVAE:MW
I. SEE FULL ADDENDUM FOR AD611IDM REGUIREME M
�Q'; G\STE/�,'A•'. �! y
.
2. SEE AD-1D-0073 FOR MAALNM PIER HEIGHTS REWIRED FOR THE LOADS
QQ. No. 'a''•.
APPROVED BY
TABULATED ABOVE
910334
• •' *
3. _ MAX GIVE OVERHANG REFERS 10 OVERHANG AT SIDE6'ALL NOT FRONT OR REAR.
'/C -
_
1. ABOVE TABLES APPLY TO 18/' FLOOR YtOD15 WITH 95 I!2•
'-SEAM SPAONG, 96' YMMUM SDETCALL HEIGHT AND 6
o STATE
9'•. ' k.A"
'� pi1`' P:
INC.
MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT}
: •• �� ��
TTaAaIwNu�Ioc
m°11AA101MOAVlITiW°MD'
si
re
JACOBSEN HOMES
NOTI ' 1111
THESE �EOnu nNs AND DRernxs ARE
ItA4f Y:
M.T.
DATE
2-8-99
REV. LEITEI
®
\� P.O. BOX 368
SAFETY HARBOq, FLORIDA 3A695
L PROPRIETARY. .wD IXtiL(NIW,
�UMMIkS9F'N[pMN UMWACiUIWID
CHMATWALS ARE PROYM TD ra
rmEE
DRAWING TITLE-
NORM. SPACING TABLES
(727) 726-1138
a2t RPHONE
RMCMnAI MID %EKI rRDV TAWS
DftAMNG NUMBER: AD-TD-0071
30
TYPICAL SIDE ELEVATION
SHORING TIE -DOWN SPACNGS
TYPICAL CROSS SECTION
SHORING TIEDOYNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE 20 FOR ALTFZN7E 71FDOEH F03THOD
71P. ROCR SYM= III T1Y.
maim AmL
FIGURE 10.1
SEE FIGURE 5.0 FOR A67EMA7E 7-DDEN KWD
IMF. CALOS wy, 9(,
_.uuuttnu.
�0
1. SEE AD-TD-0070 FOR SPACING TABLES
:'e�' No. `•
2. SEE AD-7D-0070 FOR QMNTY OF LONG70QAL TE-0RAP O1N STRAPS REQUIRED.
_
910334
I SEE OTHER DETAILS FOR BLOWC (PER) QUANTITY AND OTHER REQUIREMENTS
�•�
C SEE FULL AODERON FOR ADDRIONAL REOUR0.0NTS
,.A STATE CF . �z f
S ZONE 2VOSURE b40YAXM UGHT
s9Qa '�A�i
ZONE /POSURE e 40' NOWHGHT
ZONE 3/DMURE ONE 3 '0: 56' YATOMOM HDLM
Z/E)POAIRE b': 40' YA70YUY HEIOiT
N,p
A T.
rSE NOE 5 FOR
MASMN HEIGHT
/I
DAPIA
WINDZONE III
(110 MPH)
20 PSF ROOF
APPROVED BY
INAINC.
rtctRwww.Frcru[oxorE
taemnawosrmswwms '
�iL4ld }: 5 ?Opi
NUP vwro wc,. acids
JACOBSEN HOMES ,NSESPE6ICA,IOISAI�pLA Act M.T. 3-1-99
MONAL PRW114.7ARY, Arm mKmmAL DRAMNG TITLE:
La
P.O. BOX 369 '"1Q01u °F'"'°�" "A'" TA`TURM FIGURES 10.0 AND 10.1
MG STrai NATOFHS ARE PRVM TO TIE
SAFE (BOR)FLORID 2695 1 PM FOR
TTw .m [VMRAWM NL(BEF: ..
AD-TD-0071
ADDENDUM�vR
ALTERNATE TIE —DOWN SPACING TABLES
ZONE ]I & III/EXP. C �4
LONGITUDINAL TIE —DOWN SPACING TABLE
1161.
VAND ZONE D
IRw ZONE a
Y8 Illy:
EA BD OP
AWN
ARE
IOL V.
FA ENDO!
AOGI
E
FLOOR
WIDTH
S'(Q
5 l�
EL;mm
IDL 9
EA SEG001
M!L 0
2
2
54'
3
40'
24'-04W '
2
54'
3
40'
2V 4'
2
60'
3
44'
2V-e
3
36'
3
46'
35'-B'
3
4T
4
41'
(SEE NOTE µ FOR ANCHOR ANGLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
ft
MAX
1NND ZONE H
WF1D ZONE 11
VADTHH
o c
gym
�
NOW ANSE .
I
SPAMIG
ML no
ANOIOI AALTIE
12'
5'-4'
31501
1 4O'-45
54
31501 1
35-40'
24'-0'
12'
54
315oj
40'-45'
54
3150j 1
35-40'
254
12'
614
31ff
40'-45'
315",
35'-40'
26'-6'
12'
5-C
31501
4P 45
5'-4'
3154
35-C
M-6'
12'
5-4'
315Dj
40'--45'
5'-4'
3154 1
35'-40'
(SEE NOTE 14 FOR ANCHOR ANGLES)
���4eILFwneeee
N C. 00� eeii
a`�oe
' ••'//
�� �' E`
No 45484
d
uTk
_ e REF. CALC.
�•
imio`'�sTC
Q R 1 Q V:.�•`�`a C-TD - 215.01- 215.20
peeSsORillNA
III
NOTES:
ENG NEE APPROVAL:
DAPIA APPRDYAL•
t. BE AD-TD-= FOR AMMOML REMMOM
APPROVED BY '
2 SEE AD-TD-oli FOR YAIORY PER HFIGIM ENO FM TIE LOADS
TABULATED AM
Jim 16,2009
A
S tE-DOYT DESIGN ON 70 PACE MUCAYE 10 D013 ®ES ONLY.
I N C:
4. YETI LED AN ALOE ED STA IN 71R CHART OBOE GUOOf ff AOIEYFD,
06TALlID AN APPROVED SiABLI')fR P1AlE
FEOFAAL WDFAfNEDNOR
ON61RKibR Alm SYFIYSTANWmS
JACOBSEN HOMES
,1IL�SPFaYlO AW TAAI6AAE
�AILH LTw M.T.
06-04—M
�L "`�`
P.O. so mawmILRL
aEmul PImwIEnPrP, xD DaFmwru
ar AAOODSTA IFANEACMYD
OIAMG7ITU�
ILLIERNAIE SPACING TABLES
SAFE7Y HARBE OR FLORIDA 34695
fffl
ac so IMTtTws AE na®ro nc
tEOYO Wt ame ITE07L rD ILIB E
pMm NumomL
PHOE(9131 726-1139
I®T MPmIAY No s>E7 R7pl oDBli
AD—TD-001o.1
50
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
cunwYr, THr-nnm CPArIMrc
TYPICAL CROSS SECTION
SHOVING TIEDONMS
FIGURE 1.0
SEE FIGURE 20 FOR ALTERRATE TIE -DO" MMD
ED NOTE 5 FOR
RADAR HEMiIF
FIGURE 1.1
SEE FIGURE 5.0 FOR MMATE TIE-DDU
NOTES:
.• N .•..... ;
1. SEE AD-TD-0010 FOR SPACING TABLES
^�O�.�G�ST
Q N0.
2 SEE AD-0010 FOR QIANTY OF LONGIUNAL RE-DO)RN STRAPS REOURED.
-TD
- ENE8703571
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REtAAEMENIS.
__
4. SEE AD-TD-0001 FOR ADDITIONAL REQIREII NHS
5. ZONE 2/EXPOSURE 'C: 60' YAMN HEIGHT
ZONE 2/EXPOSURE b': 44' MAXIMUM HEIGHT
% 90 •. 7 7(r� P': C
ZONE 3/EXPOSURE V: 40' YA%GRHY HEIGHT
ZONE 3/LXP091RE b': 36' MAXIMUM {EIGHT
'�, '•.•• OIK..•'•(O�
A�aA-
INC
NOTICE`-o•mnm.. ....._ _.--___
JACOBSEN HOMES THIMESPEC7 71015AND DRAMMAS ORAWWG II£ C.L.Y. 3-27-95
MORAL PROPRIETARY. AND cOIfLBIm
„ P.O. BOX 368 UATMA S OF JACOM MANSAGAlUIG FIGURES 1.0 AND 1.1
RIG WOH MATUMS ARE PROMM 1O THE
SAFETY FLORIDA R �'DRAWING NumtPHOE) 8 imum.w=m� AD—TD-0011
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
i
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE DI
FLOORMDTH
VID711
YN. D Y.O
EA DID a
AN GLE
ANGE
Y01 ID Y.O
EA DID 34
A DIOR
ANGF
XQ.E
u gcT w
ImB
EA.s3CTLTH
1@e
O
30'-6'
3
4
3
20 5
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
LAIN.
MAX
WND ZONE 0
WIND ZONE IB
FLOOR
WIDTH
EAVE
OVERHANG
D3• IEAD
Lo1D
A'tit]t ANGF
$DICING
DB. LEAD Axon AIM
LOAD
364
6'
6'-9'
1
31501
41-46 1
75' 1
3150# 1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MN.
VAND ZONE 0
WEND ZONE 01
FLOG
IML
ANCHOR
OTT.
ANDIOR
VAOTH
LECITE
u END a
ANGF
r �O
u sEc9ox
HOST eSECTION
3O'-6'
4
42
Mm
VERTICAL TIE
-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WND ZONE 6
WIND ZONE 10
VADTTHH
OVERHANG
D OAD
ARM mar
SPM:ING
AD D ARM ANOE
LOAD
6'
4'-6'
3150/
46-50
4'-0'
31501 49-52
WINOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. uLcs G Iv!} G - %4.G1- (-,
,p77711H11A1JAJ,
NOTES:
ENO
�,,` .,
{,.��.�
DAPu APPROY/,FA/K 0.
�'
V.: �G\STEgF • ��
I. SEE FULL ADDENDUM FOR ADDITIONAL REOTRELENIi
Q No. o
APPROVED BY
L SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
.
910334 Iftftft
•:.k
TABULATED ASM
c
.511 STATE A)F : A�e
p INC.
=.,E�'• D �S
I7sAYYu.rrnuaoYa[
manrclmuowmlOYA>,As
JACOBSEN HOMES
NOTICLY' A761 BY: DATE• REV. METIER
n¢2spEWTumNSAmDRAmcSAn M.T. 2-B-99
■
P.O.
MORAL PROPRIETARY, Am EOFURIAL DRAWNO UWFAFIT&
ALS OF JACOBSEN CIRwC NORM. SPACING TABLES
SAFETY HARBORR,, FLORIDARIRIOA 34695
PHONE (727) 726-1138
PIG 9XH YARD ARE PROMOEO 10 OC
K"T YDI .. PtYA013 w Ym R WANING RPNUUBER: AD-TO-0070
1 CORIRDfRM AAITRCT Yf W OI DM
49
32
SEE DETAIL V
SEE DETAIL 'C'
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
DETAIL (A'
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
DETAIL 1B'
NOTES,
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150$ 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 LIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PRO„;CINg(r�T "ONGI7UDINAI TIE CONNECTIONS ALSO.
/A
Sruty
R DAM APPROVAL:
e No. Fo'• APPROVED BY
910334
• N 000o�■ 0. I1-�1
STATE OF
��a�F.O�'••� �ANL,f.1?'+7 A �.� uesuwmmm xnMl
AND " OTxfRS
' NOV 2 4 1998
JACOBSEN HOMES
NOTICE
TnSE6.,.TOTANDrRA,.ARE
DRAWN BY:
M.T.
DATE
11-18-98
REV. LETTER:
■
DRDNAL PRWKTARY.. C060ENRAL
MATDCALS OF 1ACCDSEN MARUFAC111WND
DRAMND IRE
D
P.O.
Nc SUCH MATMAS ARE PRmXD TD RE
SAFETY HARBOR,
R, FLORIDA 34695
ACMT FCR SMPTC AA60'i5 AM N l BE
DRAWWG NUMBER:
llJl
PHONE (813) )26-1138
26-11
®T LYNMM AND saET rKU maxi
AD-TD-0050
T
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
FIGURE 1.0
TYPICAL CROSS SECTION
SNOWING TIEDOWNS I I DR RORI
TN.
AROIRI MaE (Z NOR A) mm MALE (a NOTE A)
FIGURE 1.1
(MSGN RASED ON 98 I/2' I-9EIW aNTM AND 968 HGN UVAEIS)
ee`�e` l4 c- 1)0
�cEIVI
m
m�9 b Ono9,1.
9E ROR 5 FOR
wm mff
No Tm:
—.--..-.._.._
1.9FE AD-iD-00101 FOR SPACING TABLES.
APPROVED
ONO
BY
2. SEE AD-70-00.1 FOR QUANOY OF IONODIDUL TE-M SIM REp IRM
1 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND ODEOU OR RREYFNIS
�s^m'C16.2D09
IoI
4. SEE AD-7D-0001 FOR AMMONAL REWOEIIENIS
s[nsRAlxws
Vo�e
5. 10Oi 2/0POSM V. 67- HAM M IErii6
mxsswrnsxAAD SA[rcsrumrms
ZX 3/WMURE'd: 56• YA71IW NBCIf
6. *0 ANCHOR ANGLE S MN ON AMD-0010:1 MOT RE Aa6LVFB.
ro• cam
INSTALL AN APPROVED S•TAMM PLATE
C-TD-215.01-215.20
mm Ni DATL• Re. mjj
JACOBSEN HOMES TNISEgDDTID1T, Amnum6ARE M.T. 06-04-09
MATO rvOF 06GO AID 001YMAD raLMIS oRAeINc tTnE
P.O. Bar 369 W. SUCH A MUS AK
1 IUEOIFA M TW FIGURES 1.0 AND 1.1
_ DIGSO7OMUK MM 10M
SAFETY I N@ NE (81) 726-1135 WT 1mYDBOBL am Ton am dGMKi RWOR
AD-TD-0011.1
48
33
ADDENDUM
I
NORMAL TIE -DOWN SPACING TABLES S�3I 13
ZONE 11 & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
(+T
MAIN,
WND ZONE II
WIND ZONE III
FLOOR
uN. OTC
ANCHOR
UK OEY
ANCHOR
YADTH
EA E!6
ANGLE
EA OF
ANGLE
o V
FA SECTION
YO
FA SECTOR
UK
12'-0'
2
4 3'
2
55'
ly
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE III
SPACING
DO. READ
LOAD
ANCHOR ANGLE
SPAONG
DO' HEAD
LOAD
ANCHOR ANGLE
FLOOR
BIDTH
EAVE
OVERHANG
12'-0'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
IS-4'
6'
8'-O'
31501
40'-50'
6'-8'
31508
47-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WAND ZONE II
WIND ZONE III
v
FLOOR
UK CITY,
ANCHOR
UK Ott.
ANCHOR
�{�
WIDTH
EA END CIF
ANGLE
EA END Or
ANGLE
EA SECTION
UK B
FA SECTOR
YIN B
12'-0'
2
6 4'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE III ,
SPACING
DO'HEAD
- LOAD
ANCHOR ANGLE
I
SPAONG
DEL HAD
LOAD
AND40R ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
5'-4'
31501
40'-45'
4'-0'
315099
40'-50'
13'-4'
6'
5'-4'
315Ca
40'-50'
4'-0'
315DI
40'-50'
NOTES
FNQHC� A''AA
N Op '�.
DAPIA APPROVAL•
1. SEE AD-TD-000I FOR ADDITICNNAL REQUIREMENTS
�O� �STE ' - r.
gF
APPROVED BY
S
2. SCE AO-TD-0013 FOR YAIOYW PIER HTONTS REAMED FOR THE LOADS
IABIAAIED ABODE.
PFG co ..
�
: ENE8703571 '• '
,�H T 5
3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SDETFALL NOT FRONT OR REAM.
I' V
4. ABOVE TABLES APPLY TO 160E ROLL OR 144E FLOOR NINTHS MTH 95 1/2•
y , STAT" F C ?
44 z
iw'wATA`OSN411A wI w
I -REAL SPACING %• YA70YW 9DEWA11 FEIOIi AND 6• NAXIIUM SAVE
OVERHANG (6' OVERHANG MAX EACH SIDE Of UNIT).
�!!1,IO AN..•�\��'`.0
.
JACOBSEN HOMES
NOTICE "IrA!I„
TNEYiiLOOOATIMSANOIIRAlAN
doh1 `A .
C.L.Y.
DAME -
5-30-95
REV. LETTER
P.O. Box 36B
ORONAL PROPHEIART. AND C ffWTNL
MATERIALS OF JACMSEN YAHIACNANG
M MN 1IAiDTAlS 0% P MED 10 TNF
DRAWING TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, RORIDA 34695
FSapO FOR 9ECIV RY+YHS AIO MIST a
DRAWING NUMBER
PHONE (B1J) 726-1138
1VT COVW A AM 200 AROI 13 a
AD-TD-0012
�C�oRS ' l%p ADDENDUM
�000 0 ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANU MALE
FIGURE 7.0
SEE FIGURE L3 FOR 1EC010 MM M-DoiN IBLTROD
IMPORTANT NOTICE:
s¢ M a HIM
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TIGER USING = M-DON COR MUR171ON A NU OW FRUDUCIS NOBEL 570 (TYPE 21 MIG R ANCHOR In A DEBIGN LOAD (wREING IDAD) RATING OF
4,000 POUNDS AND AN ULTWATE IDAD RATING Of 6,000 POUNDS MUST BE USED. AN FAUDFOANT ANCBOR MEETDDG THE ABOVE SPFCDTC mNS RARE By
ANDIUFE YANOFACIURER MIT BE USED IN LIEU OF TIRE STTIE CRIST PRDDUCIS ANCBGY
NOTES:
I. SEE AD-M-00I FOR ADDITIONAL REQUIREMENTS
7. SEE 07M DETAILS FOR BLOCIOHC (HER) OUANTITY AND OTHER REMMIENIS.
I FOR FIGURE 7.0 SEE ALTERNATE 71E-DOBN SPACING TABLES (AD-7D-0035).
4. ZONE 2/CX WIRE 'C: 39' MAIOYIIY HEIGHT
ZONE 2/FXP=RE 1)%. 2W MA)MALIM HEIGHT
ZONE 3/[:OSURE 'CNIU : 25' MA)Y H3GHT
ZONE 3/DIOS URE T" 29' MAXIMUM HICIT
S SEE AD-TD-OD35 FOR ADDITIONAL NOTES
THE ALTERNATE TIE-DD'AN BETICDS 940V N ABOVE ARE ACCEPTABLE FOR USE N
ALL RIND ZONES AND N BOTH EVOISU E 'C AND EIIPDSLIRE V. HOWEVER. BY
INSTALLING THE FRAME TIC -DORM STRAPS AT THE 'OUTBOAFV I-BEAL THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED MEDICS FOR INSTALLING FRAME TE-DONNS
STET APPROVED BY
No.N P
P INC
1:.�
NOTICE- ''A!l411 II UVA••�' DATE WV. DEFIER
JACOBSEN HOMES TTE6E31E0 NOTANO0UMASAE C.L.Y. 5-30-95
MWIM. IRDHRTAAC AM oY MQ DRATOIG ITIL-
YATDiAS a JACOBmM MAHRACTIRAID
�r P.o. Dox 36e MCL SIM MATERIALS AK lacKm M TH FIG. 7.0
SAFETY HARBOR, FLORIDA 34695 NapR Fa WE!= RIOM MO IMSF BE DRAWING NUMBER
PHONE (813) 726-1130 07 ONLNNL AND s0¢T 11101 411116 AD-TEI-0041
34
47
U 1V1NG
ALTERNATEADDE01\1D
TABLES
ZONE 1I & 111/E?P. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
\j
MIN
W,ND ZONE II
HIND ZONE III
YN. OTY.
ANawR
YPL Dn.
ANCHOR
FLOOR
WDTH
EA IF
ANGLE
EA. END Of
ANGLE
EA SECTION
MLL e
u gctAxl
1RN e
12'-0'
2
'
2
O
��ii
2
50
50'
2
68'
68'
1J•-4•
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
HIND ZONE 0
W1ND ZONE 10
SPACING�'
I
iEID
LOAD
A4aa ANGLE
SPACING
DEL
LOAD
ANCHOR ANGLE
FLOOR
7r0)TH
EAVE
OVERHANG
12'-0'
6'
4'-0' 1
37501
20'
1 4'-0'
3911
22'
IS-4"
6'
5-4'
3850i
25'
5'-4'
39600
30.
THIS
ALTERNATE
APPLICATION REQUIRES
4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
\�
MIN.
HIND ZONE II
WIND ZONE 01
FLOOR
YN. CITE
SURD OF
ANCHOR
ME
YDL OTE
EA LED
ARm
ANGLE
\v\
WIDTH
U SECTION
UK0
FA SECTOR
UK
12'-0'
2
64'
3
'
12'-0•
J
37'
4
33'
33
�1
I S 4'
3
42'
3
55'
14
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
URN.
MAX
HAND ZONE 0
VAND ZONE III
� AD
ANCHOR ANDS
SPACING;
DEL READ
DEL
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
12'4
6'
4'-0'
39501
2Y
2'-8'
39301
2D'
1-4'
6"
4'-0'
39601
25'
2'-8'
40001
3D'
THIS
ALTERNATE
APPLICATION REQUIRES,,4,,000 POUND
ANCHORS
NOTES
FNO1dLP♦ FR(eL Q� r4r��'
♦ C1
DAPIA APPROVAL
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.�
Q •'�j\STE/q�
APPROVED BY
Z SEE AD-10-= FOR YAMMIN PER HEIGHTS RECLINED FOR 1FE LOADS
TABULATED ABOVE
ENES703571
� 01 519
1 MAX EAVE ONEPoWIO REFERS 10 OMMA NG AT SIDEWM NOT FRONT OR REAR
-
I �♦l C
4. ABOVE TABLES APPLY TO 16V FLOOR OR 14C FLOOR F107H5 MIN 95 1/2'
I 6" YA1W W SIDE
SIDEEACH
4
'�90 •''. / �' i q ��♦�
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SIDE Or U
OVERHANG (6. ORWi/LIG MAIL EACH 9DE U UCH}
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JACOBSEN HOMES
N0710E •Err
RSTSPECHGDOSADDRANNrSARE
aaaNN. PRCNO[TARY. qm tDMW11Y1
(N4M1
C.L.Y.
DATE:
5-30-95
REV. IEiTER:
/A
DRAMNG nilE•
TABLES
ALT. SPACING
/-"Y
�� P.O. BOX 36e
SAFETY 695
IIL 9)a YA11RY5 AAL PROMOD TO 1NE
r rO8AS5 Y
ORAMNG NUYtER AD-TD-0040
PHONER(813)r722661D13B
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWNG TIE -DOWN SPACINGS
GHIaumRAL
IE-DDnIs
TE-DGMs
24'
EDYIAW
TENSACK
EM SPACING
TE-MSPACING TIE-M PAOD
C
.
YAK PER AD-TD-02 TAKE PER AD-11-0012 TAKE PER AD-ID-0012 TARE PER ID-TO-OD12 TARL PER AD-111-0012 RIM lux
FIGURE 1.2
SU MURIS 2.0 PER AIJ&0 U M1 -DOW UMD
TYPICAL CROSS SECTION
SHOWING TEDOWNS FYI, "m S50
F>W I sa EQE s Fm
II YAXIIAI HTt1GLlf
ANCHOR
ME ANDLIE
FIGURE 1.3
SO PURR 7.0 PDR ALE0BNA79 M-D01M i=D
NOTES:
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES
2. SEE AD-TD-0012 FOR GUANTY OF LONGITII[AL TIE-DOYM STRAPS REQURED.
1 SEE OTHER OVALS FOR BL000NG (PIER) WANTITY AND OTHER REQR✓EM011S S
4. SEE AD-TD-OGDI FOR ADITIOAL REQUIREMENTS
.5. ZONE 2/E7MRE V. D0' MAXIMUM HEIGHT -
ZONE 2/E0POM 'D': 48' MAXDDY HEIGHT
ZONE 3/E1b'DSLLRE V. 2B' MAXILW HEIGHT
ZONE ]/EXPOSURE b': 60 MAXIMUM HEIGHT
ENaEEN♦wambilIIp
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APPROVED BY �[�,--
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mm� Nm
JACOBSEN HOMES
„ P.O. BOX ma
SAFETY FLORID3095 A
38
THESE SiiOR•ATi0OSAMMA WI ,LTltY:-
aao1AL. PRaewcvm. AND 1XIf7DITI&
YATEAAIS OF JACOBSEN MANLIFACTI"M
06 SHOT MAITIDLS AM HROVIfD 10 TdE
�
WUMA��
p�.
- C.L.Y. DAZE 5-19-95
D RAWG TITLE' FIGURES 1.2 AND 1.3
RE¢LEtrns:
A
'
auRwG NUMBER:
AD-TD-0013
D4
46
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
75
►.�:.I
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:�I!
,..
:.
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FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
NOTES, �•.•'GTSTEgF .c2
1. SEE AD -ID -GOOF FOR SPACING TABLES - ]:'F� No. o -•.
2. SEE AD-m-Dom FOR GIANITY OF LONGn1OAL TIE -DOWN STRAPS REQUIRED. _ ENE8703571
3. SEE OTHER DETAILS FOR ROOONG (PIER) OUANTNY AND OTHER REQUIREMENT& _ �•
4. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS.
;AIL E
APPROVED BY
�Y5
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Now PINC
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W6 WM1 w SVLITsmwm
JACOBSEN HOMES NO-n - Y,. C.L.Y. 5-19-95
THESE 9'EDNi 7m AAN DI=Nr Al2
tldONK POrJAIANT, AND (8H TURI G ORAWNC Dni
MATERIALS A ACDB9:N MHUFACTO THE FIGURE 2.0
m
P.O. R, FLORIDA
DIC 041 Y PECM I3L PRDHND TO 112
SAFETY HARBOR, F 26-11 34695 RHYDII fa la •.I.lS NO MIST H DRAMNG NUMBER:
PHONE (BUJ) 726-1138 IGPi OYQLfNNI u0 s:an ITAY oTxOIS AD-TD-0014
r -�
TDHsH015'1' 05- ADDENDUM
�5 wT. a�"H' mDTMS A�
T00.'11c�RS ALTERNATE TIE -DOWN SYSTEM
RE
TYP. CROSS SECHO
SHOWING REM
FIGURE 6.0
SIX FFGUNR 31 OR RECOY010NED =-DD11N ID.IHOD
4E MAI 5 FOI
MALIAAI HaGR1
i�
P L_:m_= AMu AHOW AI�EJ !
FIGURE 6.1
SEE FIGURE 22 FOR RgDMODIDE D 7(B-DDID END
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEE USING ]OS =-DOWN CONFIGURATION 6 SIY(E CREST PRODUCTS MODE 57SH (T(PR 2 AUC�t ANCHOR 11M A D11 TOAD jjIOWONG LOGO) &TBFO OF
4,OW FOUNDS AND AN ULTOLITE IDAD RABIG OF 6,000 POUNDS MUST BE USED. AN 14 AKBOR IffERRiG iNR ABOVE SVEC61CA1fON5 IUDR BY
ANOTHER EANUFACn= IIAY BE USED IN 1EU Of THE MOE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-M-MOI FOR ADDMONAL REOUF;EDENIS.
2_ SEE OTHER DETAILS FOR ROGONG (HER) QUANTITY AND OTHER REO,lOEMEMS.
3. FOR FIGURE 6.0 SET OFFSET UNIT TIE -DOWN SPACING TARES (AD-TD-O°20}
4. FOR FWRE LI SEE NO I AL TIE-DO*W SPACNG TABLES (AD-M-DO10).
(AIM SEE AD-TD-002D AND AD-ID-0021)
. 5. ZONE 2/ETP09URE'C: 3Y MA7mNM HEIGHT
ZONE 2/UPD9URE ti': 24' MAOYDM HflONT
ZONE 3/EXPOSM 'C: 24' MAOWM HEIGHT
ZONE 3/E)P0SURE'D': 28- MAZODM HEIGHT
THE ALTERNATE TIE-DORN METHODS SHOW AM ARE ACCEPTABLE FOR 115E N
ALL @O ZONES AND N BOTH EAPOIRE'C' AND EVOWAE'0'. IDA4NER. By
DSTAILNG ME ERAOE IIE-DOWN MAPS AT THE'OIITBOARD' I -BEAM THE MAX
HEIGHT OFF THE ONOIRD 5 GREATLY RODINFD. SEE OTHER DETAILS FOR THE
RECOOQIDED METHODS FOR OHSTALLNG FRAME TIE -DOWNS .
?' C;ISTE
No.
m
" 15
INC
A Am 1 JACOBSEN HOMES NOTICE /AA1N�N I'"im'„Q(° C.L.Y. ^'= s-3o—ss
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aamlN. IMOPRA:IAII; AND UFACTU INC DRATMG nnE: FIG. 6.0 & 6.1
P.O. BOX J68 YAl00A16 OF AO18RN YAIAIACDHID
OFF
INC 9X H MAIFAN3 AQC PRDMIp) T6 1ME
SAFETY HMBOR FLORIDA 34695 HONOR fat 7M IVa�S NO M61 N RRAWNG NUMBER:
PHONE (813) 726-1138 PVT cm#wmAND SHRGFROM D1w¢ AD-TD-0033
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TYPICAL LONGINDINAL ANCHOR STRAP
(FIELD INSTALLED) -7'
CATOR BEAN CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE UANUFACIURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
NOTES:. -
DAPIA APPROVAL'
T. 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' WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
+I��� b 5 20
ENGINEER OR ARCHITECT AS CONFORMING WTH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
INC
' FEDE
AL MANUFACTURED HOME
' CON
RUCTION AND SAFETY 51 JDARDS
HOMES
NOTICE
TMEgSPEGRGTINSANDDRAYRNSiME
DRAWN BY: '
M.T.
DATE:
5-12-01
REV. LETTER:
GRIGNAL PROPRRIARY. AND GT6IDEMRALDRAWNC
TTIE:NATERELLS
R'JACOBSEN
P.G. BOX :
Or JA000" WJXUF C1MINC
MrC WM MAMMAS ARE PROMNO 10 ME
LONGITUDINAL STRAP ATTACHMENT
ORID
SAFETY HARBOR. FLORDa 34695
PHONE (727) 726-1136
RECTA r M 9WC PI@ M AW MY B[
nn wutoornAl AMD SEEM MOM a11Dt9.
DRAWING NUIWFA:;
. AO—TD-DOLE.
ADDENDUM
4o j 06, ALTERNATE TIE —DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE ROE 4 FOR
I1AWW IDINT
,., I FIGURE 5.0
Fes— SEE FIGURE LL FOR RECOMMENDED IlTrDOIN NBI11011
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS 7'L&DORN C(IMIGURITIOB A STYLE CREST PRODUCTS MODEL 57SH ('TYPE 21 AUGER ANCHOR ID8 A DESIGN MAD (Tow c [DID) RAYING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6.000 POUNDS MUST BE USED. IN EQUI M AHCOOR MEEIDIC THE ABOVE SPECIFICATIONS BADE BY
ANOTHER MANUFACTURER MAY BE USED IN LDN DY THE STYLE CREST PRODUCE ANCHOR
NOTES: LINE ALTERNATE RE -DOWN METHODS SHOiM PBX AM ACCEPTABLE FOR USE IN
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS ALL XIIA ZOO AND N BOTH Om04Ri V AND EIDOSVRE V. HONIVOL By
INSTALLING THE FRAME TIE-DOIN STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX
2 SEE OTHER DETAILS FOR BLOOONG (PIER) OUNOIIY AND OTHER REGAREMDNTS HEIGHT OFF THE G OULD S GREATLY REDIR7)1. SE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SE ALTERNATE TE-DOAN SPACING TABLES (AD-TD-DO30) IECOMEHOO) METHODS FOR INSTALLING FRAME TIE-DOW&
4. ZONE 2/f7O0SURE'C: 3t MAXWjkf ARIGHT EN(�1k>F,ApPRONNry^ ;'•�� DAP1A APPROVAL'
2/EIPOSURE V: 27• MknWlf HDGH
ZONE 3/EIOOAURE'C': 30• MAXOTUM HEIGHT �` O, •�ISTT;k •"•!• •� ±'-^ ...-• - .
ZONE 3/E)POSURE US THIS APPUCATON S NOT APPLICABLE N0. F J
PNE870 12.
�+1
NOTICE ... " rrr 'DRAWN BY: DATL• fCY. lEllEJh
JACOBSEN HOMES OQSESPEanCATMANODRAVAIMAR C.L.Y. 6-13-95
ORIOMAL, [ OF PROPKIMY," colam . ORAMNG TITLEP.O. BOX 366 MATID JMM MAN)FACTA N0 FIG' 5.0
oY SOOT MATEIIOLS ARC PRO%= TO TIM
SAFETY HARBOR. FLORIDA 34595 Flopm Ea STOIC pi"m AM UST EE DRAWING NUMMFA:
mPHONE(813)726-1138 LOFT WIICI}IVE Aw SOFT N1A1 DOG¢ AD-TD-0031
i
.43
ADDENDUM
ALTERNATE
^
UNIT TIE DOWN ACING TABLES
v1 fllm n P. n
5O
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D `� 4
LONGITUDINAL- TIE-DOWN-SPAGING- TABLE
r,
NW
WIND ZONE II
NAND ZONE III
FLOOR
RDL OTT.
ANCHOR
UK OTY
INm
WIDTH
EA END OF
ANGLE
EA DO OF
RCE
�1
EA SECTION
UK B
EA. SECTION
OIL B
10'-0'
2
44'
2
56'
1y"O
2
57'
3
47
IS-4'
3
38'
3
50'
VERTICAL TIE-DONN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE 01
S°AORG
HEAD
Lan
ANCHOR ANGLE
SPAOXG
0e'!&AD
LOAD
ANCHORANOE
FLOOR
WIDTH
EAVE
OVERHANG
12'
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0'
12'
4'—O'
30001
40'-50'
4'-0'
31501
40'-50'
1314
12'
5'4
31501
40-50'
4'-0'
30DOI
40'-50•
LONGITUDINAL TIE -DOWN SPACING TABLE
j�
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
UK oTY.
mm
wL oTL
iza
WIDTH
EA. END OF
ANGLE
EA DID OF
ANGLE
v
0
EA SECTION
UK B
EAL SECTOR
LIOL O
10'-0'
2
64'
3
46'
r
Lr"
12'-0'
3
50'
3
68'
IS-4-
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE 10
SPAONG
DILL HEAD
ANCHOR ANGLE
SPACING
DeL WA
ANCHOR MOLE
FLOOR
WIDTH
EAVE
OVERHANG
IV-0'
12'
4'-0'
31501
40'-50'
2'-8'
3150j
40'-50'
12'-0'
12'
4'-0'
31D0i
40'-50'
2'-8'
31501
40'-50',
13'4
12'
4'-O'
3055JA
4D'-50'
p'-8'
30001
40'-SO'
NOTES,
FNO � C'PAbQ� A
WA�iP f:D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL E7 M04G BEYOND THE ENOWATL OF
��0; •�GVST rA)C�
REVISED
THE ADJACENT SEC11014 MUST BE TIED DOYN AT THE MARRIAGE LINE IN ACCORDANCE
'•.
• P O •
VAIN THE TABLES ABOVE THE SI EWALL SIDE AND THE ADJACENT SECTION(S) ARE T
.h• - ••
a SEP 0 9 15
BE TIED DOWN IN ACCORDANCE MIN TINE NORMAL SPACING TABLES (AD-TD-0010).
2. SEE
INC.
AO-M-0001 FOR ADDIMONAL REOIWEUMIS
-O +, .
��.<`•'• (tot
3. SEE AD-M-0021 FOR MAXIMUM PIER NMI REOWRED FOR THE LOADS TABULATED
�n .' ��: FED
i�i'J(O`ss
RAl MANUFACTURED HOME
STAND/
ABOVE.
• .. �G```�� COIISTRUCTION
AND SAFETY
JACOBSEN HOMES
R¢SESKEOFWT4 NmQDIIAre6zAAMn
4Lr R.R.
DAtC 8-27-96
REv.aTTEx
.
„
P.O. Box 368
OWONAL PROPP.CTART; A OOrRMIK
YA70ULS OF JACOM °ANUFACT MIC
oRwmTK � RAIDEAL6 ARE To
D
IVl
DRAWING TITIE:
OFFSET SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
PRM= M
YWT C*fWP�R�A)o�TFo o�'T'4ft
ORATRNG NUYODi
AO-TD-0020
42
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
I-iI 171
III III
-
_
12.0I-,
I
I���Ir
=III
mom
FIGURE 3.0
SEE FIGURE 4.0 FOR ALIERHATC TIZrDOTH METHOD
TYP. CROSS SECTTO
SHOWING TIEDOWP
SEE NOTE 5 FOR
uAxoHw ban
MOM momml
00 0,0001h FkA
YI— AHXNaR AMU mm ZN v
FIGURE 3.1 FIGURE 3.2
SEE MOO 6.0 FOR ALTERNATE TIE -DOUR( METHOD �i4a0ltf'9lA6pj�ALT®tNATE TIE-DOW METHOD
NOTES: ENa �
DARA APPROVAL
�ST
o-m a. F APPROVED BYE
1. SEE A-o9zD FOR SPACING TABLES (OFFSET SECTION ONLY). � �: Q� No. FO "? '
2. SEE AD-ID-OD20 FOR QIANITY OF LDNan10VIL T&DOhN SRUPS REDBRDA.
(OFFSET sEcnaN ONLY) ENE8703571 ? a
3. SEE DINER DETAILS FOR MOQONG (PIER) QUANTITY AND OTHER REQUIREMENTS _ T i m
4. SEE AD-TD-0001 FOR ADDITIONAL REOUMENTS 9 •;
INA
5. ZONE 2/EXPOSURE 'C: 44' MAXIMUM HEIGHT - �� 0�! •., Z. y�L7L y r �� �� �w.au�Nc� INC
ZONE 2/EXPOSIJRE'D': 2C MAXIMUM HEIGHT (32' 0 24' WIDE YIN.) ','',Fs,S`oUUN'AAAL EN�\``�. �c!XnAAD3vmsrxovDy
ZONE 3/E7<POSURE 'C: 32' YAlOYUY HEIGHT�i
ZONE 3/E/POSIRE 0% 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN)
NOTICR DRAWN BY: DATE REV. LETIER:
JACOBSEN HOMES THEM SPEOHCATW6AND ORATANfS'a C.L.Y. 5-11-95
QOnHAL. PRWRLETARY. AND CONIWOITIAL DRAWING TITLE FIG. 3.0, 3.1 8E 3.2
OG A
A
MATERIALS OF JACOBSEN YANiRACI"G
P.O. BOX 368 SUM MATFRKS AFf PR01mFD TO THE
SAFETY HARBOR. FLORIDA 34695 RECIPM FOR SP= PR'(113 MID WST BE DRAWING NUMBER
PHONE (813) 726-1138 Im c019COIR4 ANO MOST LRCM O11Q6 AD—TD-0021
R
D
0
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVING TIE—DOh`I SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
\11111111111I/AI
ES,OV Ai,� DAPIA APPROVAL'
Ili. TD-002o FOR 9AC.v; iAS ES (OFFSET !E nON ONLY• ` `)�: •�G15Tf'• ���''y
RF •. y APPROVED BY
' ho. 71
2 SEE Ao-TD-m2D FOR aAx:1r OF L07an1aAE TIE-DD,xt s1RAPs Fiauran. a NEE703571 (OFFSET SECTION ONLY)
1 SE DIM COALS FOR @LOCK-\O (PIER) QUANTITY AND OTHER REQAiO@7TSf14 INC
4. SEE AD-TD-0001 FOR ADQTIQ:AL REOUWEYENIS T ,r._Qj :,Q A
JACOBSEN HOMES
NOTICE
rasEsrronuTIOMSnomuw ARE
OR MAL PADFRnAR1: A10 COIODITVA
MAODAIS W JACOBmI YIM.fAC11/W
TXRAmI 8T .
C.L.I'.
PAIR:
5-11-95
•. •���•••
OFGWIc TITIL•
FIG. 4.O
OWED
P.O. 90X 368
K SIKH YAIFAM.S AAE P1ma m ra
.
SAFETY HARS-R. FLORIDA 34595
PHONE (^.13) 726-1136
RO04 EW SSQC 11E IMNO WST IL
Im Cowwra m 3 Oil FIIOI ODRS
QQFAMG NUYBOt nn
AD-TD-DOLL
Ia
a 41