HomeMy WebLinkAboutMANUAL ADDENDUMDOMF
,JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1138
SET-UP MANUAL ADDENDUM
jAq(DBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
SCANNED
BY
St. Lucie County
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
80 1
NOTES,
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF 8.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND
/DUCT SUPPLY.OR RETURN
DOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTUADUR 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(DONOT RESTICT AR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
JACOBSEN HOMES NOTICE
WIN R'EC%IPRCTAR AND DAANNLT AIRE
COOMM
tlATU OFJACARY. Arm HU`ACA G
YA1El A AC089EN yANLfACTO IM
P.O. R, FLORIDA INC RrDI SILL PU PA01A) TO ONE
SAFETY HARBOR. 726-11 3IG93 W T FM 9; AN)
yp Y61IX
PHONE (813) 726-1138 rDPi miYRUWm AIm 9LDXT IRDY p11O6
BY:
C.L.Y.
/ED BY
ADIN ,1 5 T9� f
INC
REV. LL11ER
5-30-95
EXTERIOR A/C DUCT
AD-AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
um UNIT
OPnONAI TRIPLE WOE SECTION
OR QUAD WIDE SECTIONS
COITUI NE CONNECTION FOR OUAO UNITS S THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETAAS)
30 CA GALV. STEEL STRIP
INSTALLED OYU MATING LIKE
JOINT (SEE PUN VIEW B LOW)
ROOF
30 GA GALV. STEEL STRP
8' X LENGTH OF ROOF ISECGONS
WAY BE OVEIRAPPFD 2 MI
MAKES AS SNOM
INSTALL ROOF CAP PER SET-
UP YAK OVER GALV. STRIP.
(SEE NOTE I)
30 CA CALM STEEL STRIP
SECURED WITH 7/16• X IS GA STARES
CULL PENETRATION INTO DEO(NG
2 - - OG WAX SPAONG (TIP.)
3/8'OX S' LAG SCREWS
1B' .G (ZONES 2 t 3)
STAGGERED .
1. 30 GA GALV. STRPS USED MAY BE WIND DEFLECTORS
)0: .F,Ly ,
r '.`.... -.to gY
REYOVED FROM ROOF IN ORIGINAL COINIXTIaN
a No. O'•.
(EXCEPT FOR STAPLE HOES).
_ ENE870357I '•
04
.DIN 1 5 m
STEEL SW MAY BE CONTINUOUS O1 PE®.-
2. "GES IN THE DINNER AREA OF THE MAIN UNIT LAY
BE SHIPPED LOOSE AM INSTALLED ON SITE 1E A
14 INC
THE UNITS LAYS BEEN ATTACHED TO PREVENT ANY
i O•,.
wyNArr�ro[
TRANSIT DAMAGE AND TO DO M THE SHINGLES U1E-UPDI4
•' ��,
,,,�,ss/ ........
FROM ONE SECTION TO THE NEXT.
JACOBSEN HOMES
NOTICE A1/1
IrAS[SEC.T09ANDDRA.TK
10H1W
C.L.Y.
DAX-
5-16-95
REV. LETHER
manaDDNAA,
WCF KI1ARy AND pARmE G
YAIIIAmS Di JACOB3N YANUFAOIANG
DRAWING TITLE: ALT.
ROOF ASSEMBLY
ompllP.O.
BO% JG8
K 9A1 YAIEm PRS 70 71[
SAFETY HARBOR F726-11 31695
PHONE (B1J)726-11JB
PO AM
IM M Fm RAL SILL AIM Y61 C
WPf pDYIOl9m AIm 9:DE1FIRM ODm6
DRAWING NUIYBER
I
DUADADD2
2
79
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/ L \
/nnRUF.R \
LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF
OUTSIDE BEAM T12S END, EXCEPT FOR ZONE 3
EXP. D' THEN 2 REOUM EA HALF
(E. ONE EA BEAM, ETC..)
VERTDAL AND DIAGONAL TIES INSTALLED ALONG
THE SMALLS SAME AS THE MAP! UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WOE
CONNECTION REOIRDIENTS
2C MAXIMUM SPACING TO FIRST SDWALL 71E
FROM EACH DUD. OF THE UNIT (SAME AS TYP.
DOUBLE FADE TIE-DOVH REOIAREMENTS).
2 LONGITUDINAL TES REWIRED AT EACH HALF
IRIS END ONLY.
UAXNUM PIER HEIGHT FOR VARIOUS ZONES
(ROT? ALSO TO SMALL TIE-DOWS MAXIMUM HEG4
70NE 7 ZONE 3
EXPOSURE 'C' 90• 56-
EXPOSURE V 39• 16'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE I1NE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPSARE'
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
NOTES:�
1. FOR WAD SECTIONS EACH IMBLE SECTION OF THE UNIT SHALL BE DESGNED • Q• No. o'•. PPROVED BYp,,;
DIGEPEMDENT OF IHE 0710 STRUCTURE (IE SHEAXWALLS, TIE -DOWNS, MS, FDGE- EN • 0357 '•
BEACOLUMN SUPPORTS, ETC_ ARE CALCULATED FOR EACH MOLTI-SECTION.) - I 5 t9�5
CF'� = INC
' 9 ' •:!'D1A � r
%4�O.f,•• / �vY: �C� �p .uACNw,nu®wc
�' V .` rx,N,Ow.awms,NUVCO
JACOBSEN HOMES THESENOT,ce ORAWN BY: DATE RLY• LLTTER:
=M L PROPRT ms AND uR.MN s ARE C.L.Y. 5-16-95
aeTERAL PRFNM,CQ 0, maCa,W. DTUWNG TIM
m
P.O. BOX 368 MA7pd'u IF J'10�N uuuFAcnavo ADDENDUM —INT. UNITS
SAFETY HARBOR, FLORIDA 3A695 REOW.peff FOR x a� uo YbT a
PHONE (813) 72fi-1135 Rm LOPT NnAL Am SECRET FROM On DRAWING xuueER 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 DISCCNTINIUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
r� n•
Sri
ON INC.
0o w�.MFwm10NCaa
NOTICE:
JACOBSEN HOMES I TIESESPOssXu110NSAmduNRI C.L.Y. 3-28-55
. MADNAAL OF
AND mrWnVL DINAWPNG DTIi'
P.O. BOX FLORIDAINC. 9 LS MAI FILMS ARE UANUFAPROVM TO T WEDIC W.H. VENT. SYS.
„ SAFETY HARBOR, ORI34695 RWpl FOR 3KCM ARE
4O LUST R OOMNO NUMBER;
PHONE (813) 726-1138 RPT C.W mn4 Am SECRET F1nA, Om m AD—AC—0100
78
ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.1310 X 1 1/20 MIN. 3/8' X 3 1/2- MIN. LAG INSTALLED SEE
NAILS OR 7/16- X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016- X 1 1/2- MIN. STEEL
STRAP 0 480 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 SYSTEMS J INSTALL WOOD SHN AT ALL LM
NDS01 TO 1/Y, INCREASE LAG LENGTH 1• LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3A". INCREASE 1HROlGH AND TO KEEP CONNECTION
11GHT. (SEE NOTE 2)
(ALLEXPZONEOSURS)ES)
(ALL LAG LENGTH 1 1/2'.
wo me
E76061IiE
3/e' X 3 t/2. 1AAc Saar
30 Gl STRAP FASTENED r
7nr x,e GA. s17P1Es
IRS17
o zaxE
9'061RS
WIMI IWTEA OF FASIDElS REQUIRED
0.131• x 11/Y MARS
7/I4 X to GA. STAPLES
MMAXA M SPACM
MAMM SPAODG
•C
IV as
2 1/4• as
T
3
5
2
2
b•
Ir aG
1 7/r as
b•
4
7
3
•C
1r as
r aG
b•
4
7
3
D'
Ir as
1 In^ as
I�QTE.�
ENC EER APPROVAL
DAPA APPROVAL
1. r Y9l PENETRATION WARRED p1 SUf1E5 FOR MIN. a014• STRAP.
APPROVED BY
APPROVED
L WOO SHAMS 70 BE RESED FROM SPF 13 MN OR BCTIM
(t 1 4• M GAP t07H MR 9�
May 26 , 2006
174
5 z3 �bIN
G® OR PLYI190D MAY BE USED F 7141UM EQUALS GAP =TNH • X 4• wt Sfffj
John C. boeden, F't.
INC.
3. Ice MAHMEI SDENALL NOW.
4. � OTHER DEVILS FOR SEALING FLOORS FOR AO I FIIRAUO.
yr� , 1^u �
IC'1. Eng)roGoring
FEOtW Y UFl RO I t
CRFSfPUCFIW MO LItTY SlY,0Yl0i
JACOBSEN HOMES
NQ6
ne s7 AR
s-
BY.,
M.T.
DA7L
05-22-06
Rtv. 1E7TFR
BOX 36e
PPAPAE
g+Ow. M iLMI: AApAomM mAc l
A OMITCO
ga 3" wIUMS APIE �x x
,XMrM4c nTIE
M /W FLOOR FASTENING
HARBOR,
SAFETY FLWBgI, fIORIDA ]4e95
PHONE (613) 726-1138
KOERI FM Sim pegs he WA[
PD I mamas Ale S0301 MIDI OINDS
ERANE4G MAKER:
AD-FA-0001
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. 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 [V.
FE6 D 1 2D00
JACOBSEN HOMES
N07[CE
THEE: IDFMC=4 AW IRAfIAS Fq
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ZONE 1 INST.
SAFETY HAR61X4, FLORIDA 34695
ON %p
AR410R tw vatic M-M rw WST H
ORAMNG NUMBEIh
.PHONE (721) 726-113e
IvIEvacdrt"wmnm1cmn
AD-Z1-0100
4
77
ZONE I TIE —DOWN PLACEMENT
///---TYPICAL I -BEAN
TIE-DDIM
MAIN FRAME [-BEAM
-
NOTE /1-�
\\
MAIN FRAME I -BEAM —\
END
�ACWG
CENTER
SPACING
CENTER
SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING
END
IVACHG
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
rnunu
WAUl
5YA
TYPICAL I -BEAM
TIE-DOYN
I
MAIN FRAME 1-BEAM
\—SEE NOTE;11'SEE NOTE FIJ
\�
`MAIN FRAME I -BEAM
`MAIN FRAME I -BEAM
END
IfAC GI,
CENTER
- SPACING-
CENTER
I SPACING
ISPAONG1
TRIPLE WIDE TIE -DOWN PLACEMENT
NOTES,
1' SEE DETAIL •8' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS YADER THAN 49 INCHES.
ED
ce
�` $�"'"'oqr `'y'•. APPROVED BY
No.0045484� ?
•16 S.TA EOF •*�
• �' '��ID�::'tVi���� iw'aN`�.v�0wm�awo�ci
�'9rr• �Yi _�
NOTICE DAit REV, LETTER
JACOBSEN HOMES wxslEmwAm AmDuwwsAn RR 10-31-95
Opp
MONAL. PRDHOETARYAND O WIDENTW. DRAWING TNIE,P.O. BOX 368 YATIRMS OF dAtDeml YNAAACMUC TIE —DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 31695 9Ja1 YANADES ARE PRDVM TO THE
PHONE (813) 726-113B ISPN�¢xIIN� Ilk / u mm nl am ��C NUYBEk
AD—Zt-0020
D
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
ND..��SQ�01
+1�LAYA2a.
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS
.131• X 3 1/2- MIN. NAILS
8' O.C. MAX SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —MAILED).
MARRIAGE LINE
s zj ob
John C. Doeden, P.E.
X2 Engineering, Ina
APPROVED BY
Revised
May 24,2006
INAINC.
Feoeau rnllrACYlRne oloee
01ffRDCEl011 nHD>t.ren fTAYgRIRIS
JACOBSEN HOMES
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P.O. TTox 31se
11 x wwrA DIAIM St
I� Div Wa I' ONNN
WTLN7 v 44DD149AI Y awm w
DRAW er M.T.
°"l 05-22-0e
"E1R1
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DMMIG T1TIE:
M WALL FASTEI�@NG
SAFETY HARBOR. FLORIDA 34695
LNG>wlIw9W1SRicI = TDRc
IAOOEI01lFaw11/RCI7{Mw1R87t
puwc RAltfllt
PHONE (613) 726-113R
®1 mmvL 4= =a I= omm
AD-FA-0010
76
I
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 GA. GALV. STEEL STRIP— <
SECURED PATH 7/16' X 16 GA. STAPLES
FULL PENE:TRARON INTO DECKING
(SEE CHART ON AD-FA-OODI MAX SPACING).
_"I A • -REIN cFT BA(7(S
FOR TRIPLE WIRES
FOR DOUBLE WIDEST \
TRIPLE WIDE ROOF
INSTALL LAG SCREWS
AT A 45' ANGLE
STAGGERED f�
ROOF PERIMETER RAILy
OR RIDGE BEAM
(FOR ROM BEAMS SEE NOTE 14)
CROSS—SECTION
NDS01
(ALL ZONES)
(ALL EXPOSURES)
CENTER LINE OR MATING
iLINE OF TRIPLE WADE UNITS
3/B' X V' LAG SCREWS
2 1/4' SMOOTH SHANK)
E CHART ON AD-FA-0001
FOR MAXIMUM SPACING
9
— 30 GA GALV. STEEL STRIP
"B' X LENGTH CIF ROOF (SECTIONS
MAY BE OVERLAPPED 2' YIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WAND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONDIDDK
EXCEPT FOR STAPLE HOLES.)
MtAG V SET RACKS
FOR DOUBLE W1DES
FOR TRIPLE WIDES
FOR GAPS IN ROOF SYSTEMS J `INSTALL
WOOD SHIM LAG ATALL LAG
TO CA
TO 1/2% INCREASE LAG LENGTH 1- LOCATIONS
AND TO KEEP SCREW TO GO
AND FOR GAPSTO LAG LENGTH 1 Ilg TIGHT. (SEE NOTE 2)
' REF CALC. PG.
CROSS—SECTION �GAPI C WA- sT.o1- s1.07
L 2 I/R' WL PWIRAIIa NTO RE XrWIC MEM9ER 0 REMAU FCR LAC SOM
1 LOW SIM 10 K RIPPED FRCP SPF P UK CR KM - APPROVED BY
(T k C 2 w waif uK 91EJ Revised
Og ON RLYNOOD MAY KUM IF INOWESS EQUALS 6W 100DI-4' X 4 MR 2 r �y 24,200 (i
1 SM OM DETAIS FCR Pt1FIEDRG ROOF WTUB70L Jahn C. n. P.�.
4. MCA 16TMM A LAG SCRLM KID A Ma BM AA-M A 3/b' DFNIMIE IN INC.
ROTE TNt M THE RRSE R Q E FAIL SECCNI-DRILL A 1/4' HOIE WWOIIGI OE K2 Enjinwrn n7, Inc FEDI � A RIC H ffik ""CMOs
RECO11M WDLE BEAM fall I!E ORFADED PCRTIGH OF LAC SM NSE DYS ARE
F0t 3/6' LAC IMI EV6 OHL%
JACOBSEN S
MOM
HOf95
�� P.O BOX
i1L49lOiYARSAMYEI�CSAM
CFKWJL �T� M MWICO K
� A� ®"pro M
�"" "" M.T.
DATE 05-22-06
�: UTIM
WAYM RTLC
MAW ROOF FASTENING
SAFETY HARBOR. ROi11DA
CIJ
Mc AK
M'POR ro 9®IC PJPM NO IAM K
MAIM NG®t
PHCHE (R13).726-nx
mrammotm"9mnog9nm
AD-FA-0020
.y
7C
ZONE I TIE —DOWNS
MARRIAGE WALL -
OPENING TIE -DOWN
(REWIRED AT OPENIN
ONLY. OPTIONAL AT
SEE DETAIL - 'A' I OTHER LOCATIONS.)
SEE DETAIL - 'B'
SINGLE WIDE TIE —DOWN
NOTE:
C SECTION
SIMILAR TO
SINGLE VIDE
FRAME TIE -DOWN
FRAME TIE -DOWN
DOUBLE WIDE TIE —DOWN
I MARRIAGE WALL
I NOTE:
I OPENING TIE -DOWN
I A k B SECTIONS
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE —DOWN
ONLY. OPTIONAL AT
I
SEE DETAIL - 'A'
OTHER LOCATIONS.)
.r SEE DETAIL - 'D'
TRIPLE WIDE TIE —DOWN
DE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCAIED AND SECURED TO THE SAME GROUND"
STRAP BUCKLE NTH 2O251 ANCINOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUM IMPOSED
GROIIAD ANCHORS MUST BE LISTED TO CARRY THE LOADING
DIPOSED BY THE TIE -DOWN STRAPPING (D 15'5 IBS. MAXIMUM
FOR EACH RE -DOWN STRAP CCNNECIED)
DETAIL 'B'
- 60'
TYPICAL TIE -DOWN STRAP (1 1/4' X .QW MMIMUII
ZINK COALED SM STRAP. OR EQUAL WTH 31504
\ CAPACITY WUIUM) K I.5= 477.S 41 ummwrw -
1-VAo o4rpCIT j
PULL DOWN TIGHT TO —/
GROUND ANCHOR DETAIL 'A'
1. SEE DETAIL 'B' PACE 4 TOR MARRIAGE WALL -
OPELONGS GREATER THAN 49 INCHES. ✓A UP To
2. SEE RE -DOWN SPACING CHART ON PACE 2 EDR
ANCHOR AND TIE -DOWN PLACEIENT.
3. SEE DETAIL 'A' PACE IOR TYPICAL I -BEAN
PIER CONSTRUCTOL
STATE OF
JAC O BS EN HOMES
MgS40IICAlNOIg15TTAROCE ORAMNq ATE
■
aMUO . PROWTARY. AND CORFgF M
P.O. BOX 368
OLM
MAIS OF JACAB9:/1 MANAAMWIC
I
„
SAFETY HARBOR RORIDA 3l695
MPp ppm p0 VAST K
PHONE(813)726-1i38
WT OMPMIk RO WIXT ONI OHM
BY
I DEC 2
[N' H INC
C
xoam�awrm
10-31-95
I _._..._._ ..._ ZONE I TIE -DOWNS I
AD-ZI-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIL Y OVERLAP AT SEAM)
SECURED WITH #8 X 7/1C HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I
I
I
I
I,
I•
IIf
RIDGE CAP —r-
I
I
1
I�
1
1
1
ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
1
1
ENTIRE LENGTH OF ROOF
1
1
1
1
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(ALL EXPOSIM)
CENTER OR MATING LINE
"#B X 7/160 HEAD X Y
FULLY THREADED SCREW
(NO MORE THAN 12- O.C.)
'--30 GIB GAIN. STEEL STRIP
S' X LENGTH OF ROOF (SEE AD -FA -MD)
SECLIRED WITH 7/16• X 16 GA. STAPLES
FURL PENETRATION INTO DECIONG
(SEE CHART ON AD-FA-0001 MAX. SPA(AEG)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS G
STANDARD 7/1C O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL YATH 9* QC. RIBS.
S(XtEV15 HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
TO HELP AVOID OVER DRIVING. IF SCREWY IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BM THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
APPROVED BY
WIN
Aep 10,2008
�N NC.
MD W
Wu UMOxMVsAPEIYsrAROAROS
JACOBSEN HOMES xo q m er w� �, ,� ..-
,� �M,1D D.M.T. OB-25-OS
Oulu. FART' JL msaatrlou 701E METAL ROOF RIDGE CAP
PA BOX 368 MATB8M5 6 JA08571 YNRfAEM�R.
Iz SOOT YAIDWS A7.E /!O®F 11E
ISAFETYa� 3) 7�i33 mi mfumpA m smarm wmm B�� AD-FA-0021
74
ri
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
T. 30 GA. CALK STRIPS USED MAY BE HIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
Jo .� MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
17
.AM 1 5 IBB9
INC,
NOTICE MAMF UT: VAIC I¢N. ILTT'Jh
JACOBSEN HOMES THESE SPEOTCITIOIS AND DDANINCS ARE C.L.Y. 6-5-95
■ OWmNL PROPWAR1, AND OO IECIMA DRAINING BTIi
P.O. BOX 368 MAC OF JACOBSEN UA+AHACAMC M/W ROOF SEALING
„ SAFETY HARBOR, FLORIDA 34695 NG 9101 RATFRAI9 ARE P CND) TO iK
ROVIffQ.9RFWAffi AO Y61 E CRANING NWBDt
PHONE (873) 7M-113B MT FO+DDITIAL AND SOOTY FROF DTH9S -- - - -- AD-FA-0025
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
SEE NOTE 1
COLUIM SUPPORT TIE-DOMH STRAPS REN D AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GRATER THAN 48' IN RDTH.
WLII-WIDE FLOOR SI M
SEPENAIED FOR CLAPoTY
FOR TRIPLE WIDE AND LARGER UUT DESK INSTALL
ALL TE-DOLN STRAPS AS SIHOMN M THIS DETAL
STANDARD VERTICAL TIE -DORM STRAPS OR ANCHOR
BRAFXEIS (SEE IE-DONN SPAM TABLES -NORMAL
AEA/OR ALT001E- FOR MA%AIAI SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERWAL DE -DOWN STRAPS OR ANCHOR
BRAGCETS TO BE INSTALLED A YWMW OF Y-0•
(241 FROM EACH END OF THE UNIT.
A `NASAT 11111111 ",
,XN C..D�F„''
NOTES,
+W+• P •�O. "F •:2 -s
O
.'•
vAnA AYYKDYNA:
1. LARGE OPENING = ANY OPENING YWDER THAN MAX TIE-ODAH SPACING ALOVOL
/ NE8703571 =
OVED BY
1. VERTICAL TIE-DOYM MAY EXCEED ME STANDARD VERTICAL TIE-DOMN SPAC
-
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REWIRED ON THE APPROPRIATE VERTICAL/FRAME
- p'•,.
'- �i>,r
1
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
�' .
- Fs fA�a�
3. INSTALL FAME RTIES AT A11 VERTICAL iE-DOWN LOCATIONS........
.
'"',.,,s/p�(fAl
TIC.
4. SEE AD-TD-ODM FOR ADDITIONAL REOIR2EMENTS
AFAS(dVBBApIfYTE-DONN
1RN(iS ARE CERTFFIED BY OTHERS
JACOBSEN HOMES
NO
TNEY SPEaSIGTDNSAND AXD DRARVICS ARE
DRANT7 BT:
C.L.Y.
DATE
REV. HILLER
P.O. BOX 368
m
Wag. PROPWETARY, AND CONFIDENTIAL
UATD6ALS OF JACOBSENvANUFACWXLNC
DRAINING TITLE:
TYP.
MULTI -NNE T/D
/,
SAFETY HARBOR, FLORIDA M695
PHONE (813) 776-1138
PAT PROVIOID TO THE
REE Fa Ma PlJN0 00 M61 K
PUT mrnaTw AND xoET FTD1I OTAUSL
DRAWING NUMBER:
AD-TD-0310
'H1
73
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
Wn"Ts (SEE TE-DOWN SPACING TAES-NORHAE
AND/OR ALTERNATE- FOR MAXLMA SPACING ALLOWED}
ALSO SEE NOTE a
STANDARD VERTICAL TE-DOWN STRAPS OR ANOTOR
BRACIEETS TO BE INSTALLED A MADIAIM OF Y-O'
(241 FROM EACII END OF THE UNIT.
C.
NOTES EJNTjtE1CAPPRIVw. "V •. -
DARA APPROVAL
T. LARGE OPEMNG = ANY OPDGNG WIDER THAN MAX WE -DOWN SPACING ALLOWED.= EN.'-8703571:
-
ROVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TE-DOWN SPACI-
-
SO LONG AS, THE AVMAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOIIRED ON THE APPROPRIATE VERTICAL/FRAME ;W.-: •,�``�
I 1 5 1355
TIE-D
SEE OTHR DETAIL.
BLES '''101'!Al
INC
E`;,.°
3. INSTALLWFRAME TIESTAT ALL(1ER)ICAI. TE-DOWN LOCATIONS.
EEEnmmuT
T`RANCHOR
.�
C�Lev:mncvo
4. SEE AD-TD-0001 FOR ADDITIONAL fEOIWEYFNIS BRAExET NO TE-DOrb
:2
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
xO
TIES scor,ulO,SNO Aro pLIRYPS ARE
BY:
C.L.Y.
DATE
5-31-95
REV. LETTER
P.O. Box
„
CMGKAI. PROWEAAl. AND HX nDMk
NATDLAS OF AK0M YALFACIl"O
/\
DRAMNG 71TIE-
TYP.
SINGLE WIDE T/D
SAFETY AR`BOR)ORE895
FLORIDAM
SXX HAWKS AK FAMM TO nc
0 �CR gum �
'!-i`
DRAWING NUMBER
AD-TD-0300
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
NOTES:
DARA APPROVAL'
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
AP
ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
.AN 1 5 W5
(EXCEPT FOR STAPLE HOLES).
ntt
INC
uv.anutawE
NawmstNDVTa
JACOBSEN HOMES
NOTICE
IRE4 SPEDIKdT1OT ARE' E'RArAIts AS
DRAWN BT
C.L.Y.
DATE:
6-5-95
�V• HETRR
m
MMAL, PRWRIETAItY. AD DMI'MMA
MATERIALS a JACOM NAAAA:IIARNG
ORAA4IC nnE
Al/W ROOF SEALING
P.O. BOX 3G8
DG SW NATEPEAS IRE PROARED TO THE
SAFETY
E2635 695
PHON(813) 711
C r� �I
W,wMsD
aEAWWG RUNBER AD-FA-0026
b.
72
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. INRTALLATIO N•
I. REMOTE ANY CARPET AND/OR PAD FROM tRW THE "IN EXHNSCN AREA
2 INSKCT H METAL FLASHING N THE WAIN AREA TO NSIRE THAT IT HAS
BEDS 1090 (THIS FIAS"MUST BE RACED ON THE FLOOR TO PROTECT THE
AREA BETIO THE FIREPLACE AND THE HEARTH}
1 LOCAIE THE "IN DMNSCN (SIPPED LOOSE N THE HOME) AND INSTALL FOLLOWING
THEY SIM
A PARDIMY RACE THE HEARTH DLIDNSOH N THE PROPER LOCATION N FRONT
DF THE DRERACE ASSDOLY.
9. SECURE DE HEARTH EXTENSION TO THE FLOOR W/ 4 IS Y 2' WOOD SCEMS
C. PILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH DMSIOA
WIN A NON-COMBATABLE CAUTDNG at MORTAR
0. OR FOLLOW TIC HEARTH MNIIFACIU M INSTRUCTIONS FOR INSTALLATION
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
TYPICAL WALL
FACTORY INSTALLED FLASHING
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPROVED BY
APPLIES TO ALL FACTORY INSTALLED FIREPLACES.
(STONE, WOOD,ON
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
2 8 t995OF
FIREPLACE SURROUND SHOWN ABOVE.)
14INC
Nau..vArnr®wi
Aoanac+wArosumEDAow
JACOBSEN HOMES
NOTICE
omsES°MWATMXSANDMWG5AK
DRAMN BY:,
C.L.Y.
DAIS
6-16-95
REV. IEiTFR
P.O. BOX 365
MORN, PAOPREDAT, AND COWUN L
MAR1vLS OF JACaliS WANT FACIA NC
DRAMNG TITLE
SHIP —LOOSE HEARTH
SAFEtt HARBOR, FLORIDA 34fi95
PHONE (813) 726-1138
Nc 9XH MAIEmaS ARE PRW= TO DE
ALffRN Pa 9=RW'045 NO ml a
DRAWING NUMBER
im awwvA Am Yawl IIAv DDETa
AD—FP-0001
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COIIMN 'A' COLUMN b'\\
SEE TABLE FOR MAUAIM SPAN FOR COLUMNS
r-
COLm'C CmtNw b'
APPROVED eY
I .
SEE TABLE FOR MA7mRM SPAN FOR C0.U1DK 'C OR b' _
SEE TABLE FOR SPAN COL T SE TABLE MR MAIL SPAN FOR COL
n INC.
FED MANINAGTNIFA H
1311
RUCTION AAD SAFETY 6TiRIRiOS
MAR 0 3 1999
wu11N 'E 1XADIIN T' cOLIMN 'C
SEE TABLE FOR MAXIM SPAN FOR COLUMN Y _
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REOID
(SE AD-ID-0251,
COLUMNS 'A','C, V OR'E'
COLD I S b' OR
N T
AD-TD-0T52 M9
AD-TD-0253)
SEE NOTE 1
2OE 2
ZONE 3
ZONE 2
ZONE 3ZONE
ZONE 3
EXP.-0
DP. b'
EXP. 'C
ESP. b'
DIP.'C
DP. b'
E1P. Y:
OP. b'
gVEW.
E1P.'C
FXP. b'2
- 31501 ANCHORS
37-4'
25'3'
29'-C
20'-4"
37-4"
25-6'
27-4
20-4
- 315y ARM
15-6'
f7-10'
14'-Y
10'-Y
18'-6"
1Y-10"
14'-Y
10'-Y1
L4-7
L2O!-4y1
- 400DI ANCHOR
2Y-e'
16'-4"
IS-Y
13'-0"
2T-B"
16'-4'
18'-Y
lY-0
.REF. CALLS e !vjjq
NOTES: ENa • .. DAPIA APRLWALa�o 0 y
p1y`
�PQ�YNoERFo'•�
1. SEE AD-TD-0251, AD-m-0252 AND AD-TO-0253 ~` % D BY
=_ APPROVE
_
FOR SPECIFIC INFO. ON ANCHORS. _ 910334 S
•.
2. SEE ADATION. 01 FOR ADDITIONAL NOTES ON ANCHOR * /, `�
S.O. STATE OF
INSTALLATION..�I1
II 1 �.
P •:
Nonce �A M T DATE LE
2_9_99 REV. TTER
JACOBSEN HOMES AMNS AND 19AYNGS AM
THEY 31COn
GtgNAI, PRMWAAY, Am Caal HM DUVNG 1H1LE.
nMAL5 OF AACafia" MNNUPACRMK 184" WOE COL. TIE —DOWN APPL.
P.O. BOX 368 °"
low NC MH MATaANs ARE PADmm M ➢E
FLORIDA 695 a .gea¢ P DRAWING NLMeER
SAFETY
AD-TD-0254
PHONAR(2 � TORAH 38
10
71
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF U0.1-WIDE
FLOOR
TYPE I. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4. 1A1DE @ 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING VATH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
MIN.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
1111NN11
NOTES, ENGNEEri IC. Dq, `�* DAPIA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED �`O`r•G15T
BY AND INSTALLED BY OTHERS- ON SITE. �� Q`6 np, FO':'� 's PPROVED BYE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ rJL87 �^RIAJUN t 5 T
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION. - INC
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS A OOp7'
WHERE THE ANCHORING SYSTEM REQUIRES THE USE s90,�,•. �? 1rtowr..nr.nu®Ioe
OF EXTERNAL STRAPS OR CABLES. 4� 4l` ..........
' •`����� ameclaxosvmcwwo
N071CF:••� IgA1H1Y1T: - DATE: I¢v. 1AIIuc
JACOBSEN HOMES T1ESE9ECFCA7MAONGM6AE C.LY. 5-25=95
■ MOUL PRrogETARY• A C7 MUq DRAMIG TITIi
°" P.O. BOX 366 MA1°5 OF JACD9SER UA) fAC1adND COL. TIE -DOWN APPL.
„ SAFETY HARBOR FLORIDA 34695 WQ SI Pa IDOLSPEOIX ��No, bi HE
PHONE (813) 726-1136 WT WMM11A Aro smu IRm OHM DRAWING NwBFR 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 t;E�
NIPOiAR 2 5 2003
INC..
FEDERAL IMUFACTUREO HOME
CONSTRUCTIONAFD SAFEIY STANOAHUS
SFr -UP MANUAL ADDENDUM
AD-FS-0001-A
70
11
TRUSS SHEATHING
APPROVED EY
N r INC.
fEDEML kL1HUf#CIURED HOME
W 16TNLTgN MD SAEEIY i pNDAl1OS
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 TRU55(ES) FOR
THE OVERHANG CUTLOOKERS (PURUHS), ATBC VENTAUTON.
OPENINGS IN TRUSS SMEATHDNG MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
HINGED TRUSS
TYP. OUTLOOKERS
%T
3/8" MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SIHEARWALLS
(APPLICABLE TO ALL %EARWALLS)
(TB' X IA 1/2' MAMMUM SINGLE OPENING 512E IN TRUSS SHEATHING)
NOTES:
1. 3/8" YIN. RATED SEEATNNG FASTENED 70 ROOF TRUSS WITH 7/16" X
1 1/7" X 16 CA YIN. STAPLES I I/i 0.0 AT PANEL EDGES AND 3" O.C.
AT ALL FRAMING UEUBERI (ND GLUE REOURIED)
MARRIAGE WALL
3/8' SHEAIKK TO BE INSTALLED ON -SITE
K2
WINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVED EY
NMAY [
14INC.
Q, fFOERAL.MANU®HOME
il CHSTRLTIONAFA AWSA SMETY STAFll1AROS
NOTICE: -I DRAWN BY: OATS JACOBSEN HOMES THESES°EL+f REV. ICTTER:
rwAtmNsANODRAWINGSMr R.R. 4-27-9B
■ ORKWAL PRDI7iICTARr. AND CTldIgNRK DRIVING TITLE:
�� P.O. R. FLORIDA uC SIGH MATERIALSAKABC PRQVWEO T'0 INE TRUSS SHEATHING
SAFETY HARBOR, 26-11 3ati95 ROD"I FOR WE P"MS AND MIST BE DRAWING NUMBER:
PHONE (B13) 726-1138 1¢PI mnO iik AND 90n TRN GIN RS. IAD-HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
M.A.7I-HIDE
DOWN
1 B.
.L STRAPPING
1, 0.035"
CERTIFIED BY
PROFESSIONAL
ARCHITECT AS
PATH ASTM STANDARD
D3953-91,
ECIFICATION FOR
.AT STEEL, AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCH,O,R,.. (3150#)
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
No. Fo';Y PROVED BYpr
37 '
UUN A 5
01 = INC
JACOBSEN HOMES
NOT
N07
TT1EY �EnnW NArmM INARIx6 ARE.
uuen 0r. uxc
C.L.Y. 5-25-95,
4 w
AL. PROPNETA". Mm EONFDIIIM
YAIERIS OF JACORS I MANUFACTURING
DRAMNG TITLE.
COL TIE —DOWN APPL.
P.O. BOX 36
INC. 51 UAMEROLS ARE PRW= 70 THE
SAFETY
ImpA
DRAWING MIYBEA,
PHONEiB
QU m OHM
AD-TD-0757
12
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 F WN.
0 ANGLE SHOWN.
=�iT - I T I1TI
3 ANG4E I I -I I-� 11-
=III -III
ANCHORS INAUFD 24' MART
MARRIAGE LINE OF MULTI -WIDE
35' ANGLE
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (315O# EA.)
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
.�,
�� 0 •'G\STEq •�iC �i�
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _
ENE8703571 •:
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- =
•�
ATION.
-3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS e'•
WHERE THE ANCHORING SYSTEM REQUIRES THE
�`•'• �^.�rJ g-�'
USE
OF EXTERNAL STRAPS OR CABLES.
Cl�'��
��F,j1,;'.•..........
JACOBSEN HOMES
NOTICE
MESE SEWKATADIS AND DRAW= ARE
MONAL RRSRLTART. ANDP.O.
BO% 368
YATWNSOF AACOB2M MAfACTM9IG
Mir
SAFETY HARBOR FLORIDA 34695
9[ 3 � PI 40 1 s1 H
PHONE (013) 726-1135
IM CMFMTL4 NO 403T FROM ODOiS
AF'r::.: •.ED BYA,
MAINC 5
L.Y. I - - 5-31-95
COL. T1E-DOWN APPL A
AD-TD-0251
HINGED ROOF DETAIL
DISTANX DT TRA\EL TO RAH R06 RtW
Siff G P09RD1 TO xr-LP PmnW 6
APRIOX 22 I1t.
LIFT WOAD MY SB:DDI S751M111LY NRI
1EDWE& DEMCFS ND VX 111AM 12 FEET
APART. 1OGE WING PARS IFM 36' OF
END CF ROW SL ZK AND A\OD LM OM
2FEET CFASMNTIEFD1M
HINGED ROOF IN SHIPPING POSITION
mom POSE TD mm BTAI.
6 sF (T RAD Xw POST TOP RAE,
•1101r==ffWS-A2r
am
HINGED ROOF IN SET-UP POSITION
REF. CALL. PG. C-RF- 223.0 - 223.6
NDSDI
NOTES:
DiCSMDt APPIWAL•
DMA APPRWAI
APPROVED BY
1. MADE RAND ROW SECIIOR N 11E RAMP09IX11 GEM SWING HICiD:,ON
KNG POSTS KMPOSBCIL
b,b
Revised
06,2006
ARC.
X2 EnORTB1PTInG, Inc
iNDNRAI YANIFAF.RNFD How
R MNSTCNON AND SKFTY STMDMM
JACOBSEN HOMES
metre um McLum4SA4S
DRAW BY:
O.A.
DALE:
06-02-06
REY. LETTER:
OMHIG IRE'
HINGED ROOF DETAIL
P.O. BOX 388
9amML Pmnu Ar. Am 006W1LBN
MATTnxs OF AACMX UMFX t
DWI]MG
sAAtTTHARBdt FLORIDA34695
PM (813) 726-1135
9101 MAIWN3 AIE FNM= A llE
IIMMIMR9BQM�AID MST IE.
WT aw NK AM Mw RTW WHOM
DRMADIGMAMM AD—HR-0002
6$
13
HINGED ROOF DETAIL
WDER A71ENT TO BE CLUED r NRIL
ON BOTH SECTAWS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDEPiAMmF I0R)-
AND A MIN. 4 I1r (WIDTH OF ROOFING CEIENT TO
TOP OF UST SHM E ROW ON FIXED ROOF SECDON.
(THIS IS TO BE DONE BEFORE RAISING MNGEO
ROOF SECTION.)
_ v I
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X 6! BLOCK MOD 2 X 6 -
OVERHANO FASCIA BOARDS AND SECURE WITH
3-15 X r WOW SCRM EACII SIDE OF OAP.
APPROVED BY
Revised
ov 30,2006
A ]INC.
FEOEME MAKUFACTIRED UWE
tnlamUOIWm SAFMFAMDRIOS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTESi
1 PACE RAND ROOF SECBRI N THE MSED P09110E HFDRE SIBIFNBG EOWD
KIND POSTS INTO PO411pL
F 11/zs/ob
John C. Doed9% Pt
WNOZCNE 10
(I10 MPH)
ALL EJP091RES
JACOBSEN HOMES
Nance
ne9: sPC9Ftalloxs
D,:
D.T.
YA C
1 10-02-06
• Ilymm
P.O. Box 368
AW IxFAfICS AM
Fn1dF0. MOFRICFME, AT OoaxOtnx
� m" D
UKATW 11R.0 .
HINGED ROOF DETAIL
SAFETY NIE M.(813 FLORIDA26-11 34695
Moron FM ■EOBE RwMx HB MfT c
DRAW NI96UC
PHONE (B13) 726-t13B
Fan maxtolmt in YORT FmF gnm
AD-HR—OOD3
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' C0.W.4 'B'`l
SEE TABLE FOR YA%M1Y SPAN FOR COLUMNS 'A! OR b' _
r
'C' COLUMN b'\
/COIDYN
SEE TABLE FOR YAAYW SPAN FOR COLUMNS 'L' OR b' _
SEE TABLE FOR SPAR COL. F SEE TABLE FOR MAIL SPAN FOR COL 'G'
COLUMN [OENM 'E C0.u9t 'C
f
SEE TABLE FOR WAYW SPAN FOR COLUMN i' _
MAXIMUM ALLOWABLE SPAN
TYPE OF ANOtOROiC REOb
(SEE AD-1D-0251,
COLUMNSA. Y, b' OR 'E
COLUMNS b' OR 'c'
COLNN F
AD-iD-D252 AND
AD-ID-025J)
SEE NOTE 1
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
20tEE J
EW. 'C
EXP. b'
FAP. 'C
E7P. b'
E7P. 'C
FXP. b'
E1P. 'C
E1P. b'
EIP. 'C
E7P. b'
EXP. 'C'
EIP. 'D'
2 - 3150E ANCHORS
D'-9'
2Y-Y
A]'-0'
29'-6'
A'-9'
73'-Y
13'-0'
29'-6'
3Y-9'
23'-Y
1 - 3150E AN01CR
16'-f0'
11'-10'
21'-6'
14'-9'
16'-10'
If -ICY
21'-6'
14'-9'
16'-10'
11'-10'
t - +�i AN010R
21'-5'2Y-Y
iD'-9'
21'-S'
I5'-0'
NOTES,
ENOIdR APPROVAL'
DAHA APPROVAL
APPROVED $Y�
1. SEE AD-7D-0251, AD-1D-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
� 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
�/5,�
14
67
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
IF FACTORY INSTALLED STRAP IS NOT LONG ENO3GH.
IT MAY BE LENGTHENED BY USING A OONP SEAL NTH
A WORKING LOAD OF 3150 POUNDS
ro
r
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REWIRED ON THE
TIE —DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I I:
SEE OTHER DETAILS
FOR ANCHOR ANGLE
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
FRAME TIE-DO\INN 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 CLIP).
APPROVED VERTICAL TIE -DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE \
TIE -DOWN TYPE 1
GRADE 1 STEEL 5
1 1/4' NUDE dr I
IN THICKNESS, CE
A REGISTERED PR
ENGINEER OR AR1
CONFORLONG W17F
SPECIFICATION D3
STANDARD SPEOI
STRAPPING, FLAT
s
N� NO. 'O •.
910334
'a STATE ':F
JACOBS EN HOMES
iMSE SM"unws AND DRND AMf' S ARE
ORGNAL I'MIXTNIY, AWKID IK
m
P.O. BD% 36B
uATDnN3Or JLCOMEN uNNrm:1 G
SAFETT HARBOR, FIORIDA}a695
n"W NATEWI.S AR PNOx w to TNCREGpoa RR R rip= 4D WSI B[
PHONE (813) 726-1138
IVI CwO NWA 00 SEDST rR Onm
B.
BY
FOR
AND SEALS.
APPROVED BY
NREVISED
1012196
r®F14LIMN'fAGROFD\6E
mslwclo. aOA.rri\'wwm.nns
DATE REV. LETTER'R.R. 1 10-05-96
ALT. TIE —DOWN APPL.
AD—TD-0210
INSTALL ON SITE 151 FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 151 FELT TO ROOF PEAK —� UNp—�YMENTNGLE
F5
:: :..:.::.::::::::::: ' 1 ;r---II iI—1I In I -.:.•: �..:•:•:•::::•:::••:•:::•.. MIN. OVERLAP (TYP.)
.........:- o
L
............... . I I ............:::::......:::::::::: ..6- MIN. TAR AS SHOWN
..(APPUED ON SITE) g
T--1 :•::•:::..... SEE NOTE 1�:-: • :.... .... • . .. .. .
1
.....
I1 ..... ..
r MINI.
I 1 I I I I SEE DETAIL 'A' ...
r•1 �' ......... L9
) I I 1 I E I I 1 I I I E 1 I (
1 I I � 11 1 � I � I � I, I I•• '•
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE MATH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15# FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 1Sj FELT IS NOT REQUIRED IN ANY AREA EXCEPT YBLERE NOTED. A
2. FASTENING OF 151 FELT IS NOT REWIRED. (FASTENERS APPLIED JUST 70 H11D FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - 000
3. EXTEND THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A NK OF 6' AND UNDER 7HE LAST
COURSE DF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' YIN. OVERLAP ONTO THE FOFD ROOF.
4. INCU1DED IN THE HUNGER ROOF ADDENDUM ARE DETAILS AD-HR-DDDI (WITH SPECIFIC END PAIL LAYOUT).
AD-NR-D002. AD•-W-0003. AND AD-LYL-00D4. FEI
WINDZONE III
(110 MPH)
ALL EXPOSURES
ROVED BY
%EIS 2 2
INC.
IAVIINA YI:
JACOBSEN HOMES T.9{Fd.N.06cm.D....ARE M.T. 9-20-03
OMI ML I�RGIPt' OO M ACTU NL DICING MILE: S1@)GlE AND UNDERLAYMENT
lumws a aAGmAGE R MiAG O VIE
APPLICATION ON HINGED SECTION
P.O. BOX 3G6 LNG W t FWFIC At[ IR0110ED W lE
Im PHONEWETY E((51) 726-113FLORIDA 8 EWm.o xCILK Alt =0 RM WNi BISL Ix+ArAE6 xuL®EJE AD-HR-ODDS
66 15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #e X 4' SCREWS,
6-1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA.
STAPLES INTO EACH 150 O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NOTES:
L SEE AD-HR-0007 FOR INSTALLATION OF UNDFRLAYMENT AND SHNC46.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL WIRDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L.
• - CRC - 167.01 - 167.02
KER APPROVAL - DAPIA APPROVAL -
APPROVED BY
Revised
ON
/4 04 Jun 09,2006
000
John C. Dor;jHT1f P.E. RINC.
ifDlALL YI"tiKTU11fO MO@
N2 Engmwitig, Inc cOIR11111CTIUlAIU sum nNlwAos
®
JACOBSEN HOMES
P.O. BOX 360
SAFETY HARBOR,
NNOTICEORAWH
MTT ROiNA1KM5 Afo Dusacz All[
WlaAl q®I$IM; Nm CDMLDITINDRAWING6RL•
YARIms or W- In NATUI/E6 ARE FADHim 10 TIE
B7; -
O.A.
DATE -KEY.
06-06-06
¢T EA
O
INSTALLATION DETAILS
FLORIDA 34693
PHONE (727) 726-113a
a�lr rM sT7K MG43 NID YA1 C
DRAKDNG NUMBER
mrmFLOOWI"SD[TRAYoll ]
AD-HR-0006
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(31501 WORKING LOAD)
i�
0
x
VERTICAL TIE -DOWN
o
TYPE 1, FINISH B. u
o-G GRADE 1 STEEL STRAPPING is
`l 1 1/4- WIDE 8 0.0.75" �
�l f IN THICKNESS CERTIFIED BY /
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TE CONFORMING WITH ASTU STANDARD
O SPECIFICATION D3953-91,
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS. RADIUS CLIP
I I � I I�-III
-III—III_ RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS
ANCHORING EIXIIPMENi -I I I I I Ed I I -I I (INSTALLER TO FABRICATE RADIUS CUP
CAPABLE OF RESISTING _III -I I I —III— BY PLACING A O.OM_STRAIGTI 3 LENGTH OF
THE WORKING LOB 1 IN N HOR TIE -DOWN STRAP
REQUIRED ON THE SEE 07HER I— MATEPoAL M ANCHOR SLOT AND BENDING
TIE -DOWN SPACING —III —III-I I TO FORM THE CONFIGURATION SHOWN.)
TABLEDETAILSSFORR TABLES) I I_ I I I -I I I- THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS III —III —III -I I MSTALL THE IN THE BRACKETO� 'ON STRAP THROUGH THE SLOT
TOP THE RADIUS CLIP.
ANCHOR ANGLE.
C. I
TES: -
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME T ENEtJ7O3S7 - ROVED BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE. T�/ATF znr �' JUN 1 5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING ��0�•.•/vF✓jf�y.
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- i F •� .J11I T •� II V(�
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �s/ ENV V�`` �.•v
A.,, L7dlAL .� {06ALIGImOo
WHERE THE ANCHORING SYSTEM REQUIRES THE USE µp,pp 1j1 j1Ajlp I[ —
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE QRTftD BY 01HERS
JACOBSEN HOMES HDTTce �^^^^
nssf �fBIfATIYS AIID IR.frxGs Alc C.L.Y. 5-31-95
mpr
RATIROZpitopw�NNa�'ACTUCK aNG IU'A"I"c not ALT. TIE —DOWN APPL
NC 91OH A
P.O. BOX J6B NAT NM IWD110fD TO 11S
SAFETY HARBOR, FLORIDA 31695 R[aPDif To vm MYTHS me um sE pRAWNO NUMBER:
PHONE (813) 726-1138 I mfmmN NO m m � OTAX AD-TO-0200
16
65
PORCH ANCHORING
DOUBLE HEADED 3,150# ANCHOR
NOTES:
1. SEE SET-UP MANUAL AM ADDENDUM FOR APPLICABLE BLODONG
1 1/4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
VANDZONE N
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF O.L
C
IHINC.
RAL MANUFACTURED HOME
NSTRUCTION AND SAFETY STANDARDS
�� i •a
JACOBSEN HOMES
NOTICE
DRAIN BY:
M.T.
OA7F.
12-13-03
REV. LETTER:
BOX 368
(RONAL R EET15AODRAMDISAIn
wDAA4 gt(AKTAAY. AMD CCAFLFARAL
MATpDALS OT.MOWSYM YAIAFAc11xt.AGP.O.
—
RTLEV
ANCHORING
SAFETY HARBOR, FLORIDA U695
PHONE (727) 726-1138
„�9101 W,O,ys AKRIowomwKPORCH
KOopR FW 9M RE6N&S W MI M
KIFT OWODMAL AM WY VT 0011 DDQE
[DRAIIIIING
HNG NUMBER
AD-TD-0112
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLADON j
INSTRUCTIONS.
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LATER OF IS/ FELT INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' IBL WIDTH OF TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH ENO TO ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING ROOF DECK AND/CR EXISTING
FELT AS SHOW FELT AS SHOW.
t
SEE OTHER DETAILS FOR
91E INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES,
BY
AUG 0 1 20
NOTIMEG DBAm BY: DATE: REV. LEVER:
JACOBSEN HOMES RM MNALERICA1TA"n1mtwmnx M.T. 7-28-04
aArnAL PW@gtMf. Al0 DorsuDADn puwxG DnG•
„ MATWALS OF JACCIM WAN FACTLOPS —
P.O. BOX 368 RC SIM MAMMALS AK FRN= TO K 9g+aFAINDDaAYMENT INSTALLATION
SAFETY HARBOR. FLORIDA 3A695 KOMI FIX V= FW= AND K17 K DRAING NUMBEIL
PHONE (727) 726-1138 KVI mIMR4. MA KQT RON OML AD-HR-0 007
L i
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
LEMI R W/ STAPLE OR NAL
BANDING STRAP 'WW. P[D' AROUNO PPE AND FASTENED TO FLOOR FRAMING.
DE OF NOT LESS IN 1/4' PER FOOT MUST BE MAINTAINED TOWARD K
OUTLET. WORE DHS GRADE CAN NOT BE ACFOE % NOT LESS TWIN 1/8-
DOT MAY BE USED WHEN A FULL SM OLEAROUT IS NSTALLED AT THE UPPER END.
NEW OF WAR PIPNC
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48` O.C. MAX. SUPPORT SPACING.
H07TCE DRAWN BT: CAIG REV, lE1TFA:
JACOBSEN HOMES TEYSEmunasAGWAMCSAFL, R.R. 7-17-97 A
1 W CJIAL PR01Rx1AAY. AFO taib[R7VL DRAINING TITLE:
uATlR!JLS OF YCJCIN RAN¢•ACZ " G
,v P.O. ecx 36e K � WWRMS ART PT W RE PLUM LNG SUPPORT
SAFETY HARBOR, FLORIDA 34695 ROGW AW SA'Oi F1WP0xT b0 VTR DIALING NUMBER
PHONE (913) 726-1138 an mnm " 10E1 W¢u Gun AD-PL-0001
CEILING MAY BE FLAT OR S
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (SIDEWALL APPLICATION)
350 PLF MA NUM SHEARWALL
DESIGN VALUE (PER WALL)
I 1/4' x .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS
1. UAW ANCHORS 10 BE RATED FOR AN ULTWATE LOAD OF 47251 (3150 DEED! LOAD)
(SEE AD-TI)-D001 [M-GMAL NOTES) FOR NOTES OR GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH DG OF THE SHEARWALL JOISTS (PDT THE ABOVE DETAIS}
1 WEII 9EARR'.VL 15 LOCATED ABOVE A SOLD HEADER (FULL HDCHT CROSS -MOW) NO e
TIE -DOWN STRAPS OR PIERS ARE REOAIED (AL SHEARWALL COIRRURAMM AL ZONES
AND AL DP09JM
4. TIE-DO'ATF STRAP REOUIRED AT EACH END OF JOISTS. ALL DIAL S/W CONFIGURATIONS
S. CUUNG SHOWN CA7HEDItAL OR SLOPED, MT CELL NG MAY BE USED.
6. FULL WIDTH 9EARWALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER. ANY LENGTH
OR CGNFIGUBIATION SHEARWALL MAY BE USED.
7. THIS DETA4 MAX APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
350 PLF MAIOWY SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' x .OW TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS
APPROVAL
John C. Doeden, PA
15133 C. R. 22
Goshen,IN 46526
N 5 A TRIPLE WADE RAFTER
APPLICABLE TO STANDARD
TIE WADE TRUSSES.
dD VIEW
X .035' TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE.
ALSO APPLICABLE TO 'SUP SW
YARIBAGE WALLS SHEEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (T EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED
A IN �1
1 \....
mR00Y1mnATat'QCiowm x
JACOBSEN HOMES
NOTT`�
THESE �C,� AND ARE
..AL PROPRIETARY. AND CNOGDHUL
LIATDDALS OF JACOBSEN YALARACTIAGD
M.M.„
R.R.
4-09-96
DRAWNG
TIE
P.D. BOX 36e
m
uAlums
5/W CONFIG. -DOWN
SAFETY HARBOR. FLOI6-1I38 34695
RIC. SOOT LAC PRVJND 70 IN
FOR SECRC RFMS Alp Y5l aI
ORAWNG NUYBER:
PHONE (813) 72T
GPaCPON
CCIEGOIWAL NG YOR7 RGR DOERS
AD—TD—011 T
�
18
63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEIM0 YAY.BE RAT OR SLOPED
END VIEiY
350 PIF MAXAAIII SIEARWALL
DES N VALUE (PER, WALL)
1 Ida' X .035• TT•: ,^,CNN STRAP
CON. BNCJS ARCJSO JOISTS.
DE VIEW
X .035• TIE -DOWN STRAP
AY3S ARkw JOISTS.
- \`% �•I
NOBS_ 2 l(o
FLOE (PfRovAL:..�. •�/L
DAPIA APPROVAL
I• (DIWEE ) AHO*`S 10 BE RATED FOR AN IIITMAIE LOAD OF 47251 (3150 DES LOA)•)
(SEE AD-10-M1 (m-cmk wFul FOR NmEs OR mmw Arn+w N57+uAnaa)
`` i .. •••
: •? 1 '-
APPROVED 13Y,
2 NSTA!L A PER AT EACH ENO Of THE SNFAIIFALL &ST5 (PER THE ABINS DETAILS).
3. W
• •lD -
ON
IEN SEW-& 15 LOCATED AM A SCUD 1[AOER Stun(NLL IEXPrt CROSS-YFMFR) 1:0
Te-o
NE�QEES PERS ARC REDL9MD (ALL SF+WNALL CaE "ATny% ALL ZMES
<••• T'
AND ALL
t. IE-DONN STRAP REWIRED
,• � ..
I
I
AT EACH ETA) d Ja575 ALL DB'_ j' W CONFUMNA110N5.
%� �.n•,' �.:: •`����;�
I V �.
5. CEILNO SIORN FLAT -'OPT CATHEDRAL OR SLOPED EFLINC ILAT BE USED. f,
6.
�:.:...
�� \. ���
C'
i�t1"'.
rtxAa�..nFr er, +rt
cxTM1aAP..vCu•a•}'wJ+a
M WIDTH STEARNALDS ARE SHOMI N THE DETAL•ABO E14A' ANY LENGTH
till'A` Tyr`
/IiJllf111:11II11TT5
OR CONFIGURATXN SHEARNALL MAY BE USED,
JACOBSEN HOMES
NOTICE
-ncsESPEDunoaAwM'W"csiKE
TRAIN BY:
R.R
DATL•
2-6-96
REV, IETTFR:
�„
P.O. BOX 36B
p Al. IMDPRETARY, Ae0 D EN1IAL
MAIERALS OF JACDBSEW MANUFACTURM
DRAWNG TIRE:
DBL. S W CONAG. TIE -DOWN
r--'
SAFETY HARBOR,-FLORIOA 34695
PHONE (813) 726-1138
INC 5 YATDpwS AM PRO mm m I -
Ivi J'�,m
oRAYJRc NuueETi:
AND E.aCF,Am'unvi
AD-TD-0110
OPEN PORCH RAILING(S)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
NOTES:
m
HOME
JACOBSEN HOMES
NOTICE^�nT,
THESE SPEOPIGiRWS AND aGNNLS ARE
M.T.
WL
3-30-05
^2° c1Ac<
aeoNAL, PRWREIARE, ANO WFIOERn0.
DRAWNG DTIE:
P.O. BOX 368
NATBAALS OF AACOSSEN MAYIFACTIFNC
Pit SUCH MAIFDALS PRE PMDED m ONE
OPEN PORCH RAILING S
—
SAFETY HARBOR. FLORIDA 34695
RAEPENT FOR 9M PL%WM Ao MT BE
ORAWNG NLOF EH:
PHONE (727) 726-1138
XDT CaDDwnAL AID SECRET PROW OR[R5
AD—PO-0001
62
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF) SOLAR TUBES AND PLUMBING
4 F_ VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECIONG DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP P THIS SEC. LOOSE
SE
� (SITE MSTALLm� �
fT7------------- ----mac
t FOR OVERHANGS
`FACTE AD-PR-70U
ORY INSTALLED RAFTERS
'
((2:N1f:R SECTION)
REMOVE ALL FACTORY INSTALLED \— FOR ROOF VENTING BOTH FACTORY J
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
NOTES:
CENTER SECTION OF TRIPLE WIDE
TYPI NL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE
THM'.PECWATM AND DRAWNOs ARE
OKINAL PROPRETARY. AND COIiMIUL
MYE30ALS OF AACOM MUFACRRNIG
M SUDI "TMAIS ARE PRD,LEII RI THE
RECPENT FOR SUM NFFOY_S AND WM BE
KEPI CdTODDAI AD SEDET FROM OOERS
APPROVED BY
Revised
Oct 25,2007
N RINC.
FEDERAL MANDFACRIRED HOME
CONSTWICFION AND SAFETY STANDARDS
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
Ea
MD PER SNEftmi3
(ALL 9EOAIIMs)
oc-o"m mum
sp
com so It
"of
7r'OLS
K ONA�17W'M
I' m.crra'R
�iStE NOTE 1 sm NOTE 1
v.�a wx 1 SEE NOTE I '
Q3a
NOTES 2 AND 1 Q
Q Sti NM 2 AND 3.
Q
ra
Mis L nab
CJ,0TI S
�
1Ks Ed AT"
IRIS L GAqv to �TION
Pan MV
THIS EACATI27
FIGURE 8.0
FIGURE 8.1
THE DETAIL A13OVE IS SHOWN WITH A TWO PIER SHEARWALL CONf1GURATION, HOWEVER, THIS DETAIL APPLIES
TO lei SHEARWALL CONnOURATIONS, ALL ZONES. -AND ALL °LF VALUES.
ogres:
1. W-0210 5IEARED IN W= MA X-COW STRAP VAT Va LOU= DI
UM Of INE AOEAs WAM ADDIC OM MDftm AT W?n
mosD AsGOR3 A It AAIED IDR M ttwx LOD Oi aYts/ n]0 OE9EM L"o
(ME XI-W-= IM-00 AAL NOBS) LW WM W I& � NaT41AIDL�
L mm A POE AT vzx DO DF THE srAMOL mm fro vw mAm RTA47�
Lau wgmw AT CAW Fro w Assis 1acAntm a lE a0s1L rww hcaAa, m)
r -cDr snrs of ww scaAimY :=p"WL oa=i,a'A?MX aiu �Tnes
W ALL KIPOR ES}
-gi STATe OF Z
Ko17CC
OaIE REV.IETTER: [�i JACOBSEN HOMES Tlazac om vw.1
O.A. 10-24-07 II ll 1�lIj,�11cKw~ �I� w B nx 3ca 11AIM 9 at="
SITE PITCHED ROOF DETAILS sl wI sAWlw Wo
WETY HARTLOA, RW1WA ]ISB3 FD]WN M' XS M p
PHONE (727) 720-1138 Wr ODIHIYFtA A,D mm
R AD-PR-7001
61
ROVED BY
FES 10 2MO
INC.
B HOME
. jPIER REP. I B
AD-M-100
20
ADDENDUM
(toe � �) EE �3
NORMAL TIE —DOWN SPAdINC TABLES 1� -uoM
ZONE II & III/EXP. d & D
IANOITUDINAL TIE —DOWN SPACING TABLE
IIIN.'
W)A Z01� N
OD ZONE M
FLOOR
IIWTM
ft ott
u
�
aft
u YCAd1
�
4k e
12-0`
2
53*
3
40'
�ZTQ
�1
13-4`
3
3T
3
46'
15-7
3
45'
4
40'
VIDRTIQAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
VIN
FLOOR
IyiDTH
VAX
EATS
DTERHANc
D ZONE 1
ZONE 11
SPA*
y�PiR
MOTOR Awl
SPADMc .
Y�
*DO Ap NWOE•
12'-0"
6' EACH SIDE
5'-4"
12`
35' TO 40'
5-4'
38 '
45'
1
T EACH SIDE
5'—�
RO`
i' i0 40'
S'—i
42'
45r
154
6` EACH SIDE
40'
5-4'
48'
45'
LONd14'UDINAL TIE —DOWN SPACING TABLE
v
Am ZONE n
0 IONE a
BOOR
4%�
on
U mN
�
(d�e
aTr.
Elvo kgCaaN
I
Uk B
12'-0'
3
M'
4
40'
' 13'-4'
3
52'
4
45'
15'4
4
44'
4
56'
VEIRTICAL TIID—DOWN /FRAME TIE —DOWN
¢PACING TABLE
FLOOR
00TH
VAX�
PAYE
1
ZONE N
V�aTR
,WDIDp ATDE•
�AOIIC
W
AIM AMRE'
OVERHANHim
G
ROOF TO ROOF ATTACHMENT
SECURE SIZE INSTALLED ROOF DECKING
WTH 7/16' X 1 1/2' X 16 CA; STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A• SEE M07E /1
11' MN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING'
SEE
NOTE 12 18' MIN.
BE RIDGE BEAMS ��� vly
EE NOTE A)A I
CROSS—SECTION
REF. PG. RC-07-0044
NDS01
1. SECURE EACH 16' O.C. RAPIER 7D RAIL BELOW NINTH
2-/10 X 4 1/2' SCREWS AT EACH RAPIER END. SiIE
INSTALLED PITCHED RAPIER TO ALIGN T41H FACTORY INSTALLED
RAFTER. (FA SCREW 70 HAVE 1 1/4' PE1R:1RAIKAY MIN.)
2. ATTACH MALE lFE RAFTER RAES (OR RIDGE BEAMS) WTH
/10 X 4 1/2' SCREWS 9` 0.0 MAX SPACING.
1 SEE AD-FA-0020 FOR GAP TREATMENT BE1ThII1 SECTIONS.HiPH
JACOHSEN HOMES
P.O. BOX 366
SAFETY HARBOR. FLORIDA 31695
PHONE (Tn) 726-11ee
SITE INSTALLED 7/16' MIN. ROOF
DECKNG SECURED WIN 7/16` % 1 1/2'
X 16 CA. STAPLES, 2' O.C. MAX. TO
EACH 16' O.C. RAFTER.
9TE NsrALlm RAFTER To
ALIGN TA1H FACTORY INSTALLED
RAPIER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
C-F53 - 88.01
Sohn C. Doedan, P.E.
fC2 Engirtoerirlg. Inc.
wumzaNE'r
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
JTm 09,2006
reo[Yu ums.c•
coNsmucTloM um
ROOF ATTACHMENT Pj
AD-PR-7002
• YV
21
T 1•
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
— 2 X 6 OUMDOKER
19' O.C. MAX BETWEEN OUT DOKERS
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTAL ED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' D.C.
2 X 6 FASCIA FASTENED TO OUTLOCKER
W/LBIL (5) 7/16• X 2 1/2' X 15 GA.
STAPLES DR MIN. (3) .131' X- 3' NAILS
(TYPICAL AT ALL CENTER BRACES)
k NDSOI
C
P_ 4r
2 X 4 NAILING BLOCK
(INSTAl1ED ON SITE)
IN. (3) .131- X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SEC71ON OF UNIT, AND
RUN. (3) .131' X 3' NAGS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUILOOKERS /-SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 z 6 SPF 13 FLAT ✓ OUlLOOKER TO TOP CHORD
TOGETHER W/IAN..131- X 3•
RAILS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MAMMUM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE -
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OVILOO mts TO RE SECURED ID EACH
TM OF BE DOUBLE WSSES LOCAIED
O RE BUM PER FASIGER CHAR
TRUSS ONLY
OUMDE OF
UREA
r BE
PLACED ON DINER SDE
I. ALL TRUSSES LOCATED VATHIN 35' 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-7002
TYP. OUTLOOKER FASTENING:
FASTENERS--
GuAmR .
PENEIRAIIOL
J31 PD NAIL
5
11/2'
15 GA.STAPLE
B
1'
18 SCREW
2
1' (Odf1 71p)
QHLOOFR FASSM MAY E IMAM VVIN
F UP CNORD DO'A71 F PElE1RAlIW ALL
(110
20 1
10 F
C-RC-197.01-197.02
-. -
John C. Doe-cn. RL.
K2 EngmWWi(IEj, Inc.
APPROVED BY
7pFeb 05,2008
,lNC.
FEDEM xMUEAM WD NONE
CONS crlw AND smw STANDAADS
JACOBSEN HOMES
P.O. BOX Sae
RMSPECOXATMAA,oYGlrSAAi
aEtarL PaDArs:rAAti AED DE FGE`
wtFWNS ot,nmeaN W3ACDA0IC
DRARN BY:
D.A.
DAIS
1-29-08•
REV. tEnER:
n
DRAVDIO MLE
END ZONE RAFTER/OYfRHANG ASSEMBLY
SAFETY HARBOR, FLORIDA 3A695
yq YA�g AM FwDram m g
faOtllf EpE gDID tVSugS ND NEST tE
DREN NU®ER
PHONE (727) 776-1138
laPr mtDatwt AIO ¢G4Y rttm D1tM5
AD-PR-7003
fto
0
ADDENDUM
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL sDE ElEvanoN .
910N1NC ilE-0OWN SPACINGS.
.:iP.—Z-u.,: T.E•;.1"�--F �=.ram: =L tOi.i �:��''
¢�aNs
rE-0DMa
a•
rE-Dwx 59AtfIC IE-FDw S4AOIG
zc-0oiY mwc r[-Daoa scnw
rc-0Dw sPtwr
- YAL P9 ID-D-WIO tlSt R11D-AFWD LEYF PtR MID-L-m10 TABIF ki 1D-lD�q iMF
PER /r-10-�D D6E YAt -
- FIGURE 10.0
TYPICAL CROSS SECIHIRI
SHOtYINC 71ETX1YIN5 TV. rtaa srsm m. t1ma1•tDMn
Dus9s
SEE t01 s RF
tt+tAAr ImLr
I ANLEE d AWAOED SIAB10p I
SEI A't101NRA
r
..
MWDZONE 1/M .
� FIGURE 10.1 1
(� Pg �F
10 PST O.L.
EIS. CAIII
'A�1t91ttii)))
E m-mss Eat sPAra+a TABLES4
OAHA AMIWAL'
22
5
s
ON SITE PITCHED ROOF DECKING INSTALLATION
_ran Dw MAMLIO
16' MN.
16' ON CENTER
UttAING
OFFSET
TRIPLE WIDE CENTER SECTION PEAK
STE INSTALLED DECKING ON RTDI D NO BLOCKING REWIRED
TRUSSBOTH WT9DE SEC11'3DE k �JI0N5A (; FOIL' AT CONTINUOUS PANEL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
OSEE
OTHER DETAILS TO SECURE
TE INSTALLED PITCHED TRUSSES
TRIPLE WOE MARRIAGE LINE
MIN. WOTH PER SHEATHING REQUIREMENT
MANUF. INSTALLED KMNG TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
I
1MNOZONE r
ALL EXPOSURES
(110 KPH)
20 PSF ROOF
10 PSF D.L
NOTES: rmrFuc vrn�rr� vv,w �r.n�.a
1. 1/9' 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 AJoh
rrevised
SPAN RATED) DECKING (EQUAL OR BETTER). il C. Do U—^• = Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WALL BE THE }('1�i1C)aTLoTK:iy, LiiC. RINC.
SAME DECKING PATTERN. FEOEXAI WIUFACTUAEO HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 CONSTMMON AND 5AFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
JACOBSEN HOMES rdmsEarA. A�mA�sxs oRA1Nrrc DATE
O.A. 10-24-07
OFIONA . PROPREiNlX No m.aXOK DRATANG T111E: A
P.O. BOX 368 MAIM" OF d cam YN9FAclum
niurn EN: sue NC PAOiYD Nl 9E ON SITE PITCHED ROOF DECKING INST.
ia MANS
SAFETY NAROOR FLOF00A 31695 ZYW FOR 91lc AM00 No NZ K DR MG NUIEt
PHONE (727) 726-1178 PVT mawk No Sm R7710D m AD—PR-7004
58
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS —
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
BY
Revised
Oct 25,2007
INC.
TUREID HOME
) S0. M STANOAROS
NOTICE
oRMN BT O.A.
UATE: 10-24-07
'v. LL"m
JACOBSEN HOMES
,�womams aM�aA�
MORAL PHOPRflun. AN o E0IROETITHL
n
pBANNG THIS:
WEIM
P.O. BOX 368
MTERALS OF .HCaH9 N MAHUFACNI@TO
Pt SUCH HAmws ATE PROV0 B M RE
SITE INSTALLED PITCHED ROOF VENTS
fi
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
FWIENT RR SWX PIOM NO WM BE
KEPT OWMEMOAL AND MW FEW onaK
DRAVANG NUMBER
AD-PR-7005
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING PE —DOWN SPACNGS
®®
�a
>E-Bois
Hum
TE-oo�6
zf
lE-09Y1 SPAONO
TE-001IN SIAOHC
TE-00EH SPAOHG
X-M SPAM 1E-00EH TAM
PAIL PER AD-iD-O61a t7RE PER 10-D-00 TARE PER AD-M-00 TAKE PIA AD-II-M TABLE PER AD-7H0110 TARE YAK
FIGURE 10.0
TYPICAL CROSS SECTION
SHOWN TIEDOYNS TIP. R= STSBE TIP. 01mmaE,Eet
DYIS$
� 6ffHg1E5TOl
wim um
AIg1IX ANOE
AFF0161 N6E�
ARM NE'
FIGURE 10OF
WINDZONE III
MPH)
NINE.1(110
10 PSF D.L
REF.mm C 5v— !$pl-
(Az3
',�euun,U,a
NOTES:
,. SEE Ao-To ooaT FOR SPACING TAM rA..`'j0
EN
G�P�IF ,�%�
APPROVED BY
2 SEE AD-TD-M FOR QUALITY OF LIMMOK TE-OM STRAPS REQkED.
_ d
1 SEE OTHER DETAILS FOR BLOWN (PER) QUANTITY AND OTHER REBL)RDETITS
4. SEE RILL ADDE DUR FOR ADDITIONAL KG OPFLENTS
C.
S ZONE 2/ DMI E V: 3r YMIMRE HEIGHT
AE 2ANGSU E V. 2Y HAX0 M HEIGHT
+ `�
i '�� �•,� /� Q' 1!
��
� N
ZONE J/E7P64RE V: JB' YA10Y11Y HEIGHT
ZGLE 3/ET�OSIIE V: JY YA)BERAI IEIGHT
i �. ,QFTTa.• '+�
'�i �,�%'' . ..4�,
'••,���f �1
FEOERAf. MANUFACTURED HOME
CORSTRLICUCN ANDSAE£IY SEAROARyyUYYS��
e ALL S°EGM11GL6 ARE BASED ON 20• ROOF ANGLE YAL
D
JACOBSEN HOMES
D.g 6PH�TIM NNO URA KO ME
UKAIN � , k` M.T.
°A" 07-20-04
'0"`"°`
DRAW T,TIE"'11GURES 10.0 AND 10.1
.
P.O. BOX 368
a IMML. FROPMARr AND 006MENIK
MATERIALS OF A mm YMAfACRAEO
0mrmrIG
SAFETY HARBOR, FLZODA 3095
PHONE (727) 726-1138
SAN MATERIALS NE PPAE,D TO THE
m3pw RR Swc laG'C® n NOT E
UK OOrGDIAAI AO sm ME ORYR
ORAlw16 IW
AD-TD-0084
ml
24
ADDENDUMG7�REs
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES 1� O1
ZONE II & DI/EXP. C &
LONGIT im TIE -DOWN SPACING TABLE
NI(,
WN ZONE 1
WND ZONE Al
{�
FLOOR
WE DIY.
AMMU
Mx OIY.
m mR
j jQ HY.
VDTM
SW ON
FA DO OFOL
ML B
R.
E~ �mlF
�L R
� �
26'-8'
3
42'
3
5T
9-80
3
5T
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
M01
MAX
WIND ZONE 1
Y11ND ZONE 0
SPAM
l0A
ARM ANDS
SPAM
OBi�
ARM ANDS
MOM
OMMANG
16'-8'
6+
C-8'
31501
40'-50'
5-4'
31501
40'-50
30'-8•
6'
V-85
31501
40'-50•
5'-4•
315N
40'-50'
LONGITUbiNAL
TIE -DOWN SPACING TABLE
� n
UK
WIND ZONE I
W01D ZONE 10
DO OF
0 O
MGMm"
& DIY.
EA DD ff
AWE
WIDTH
STIOI
51101
IWIL B
IL
O
E
1M. 0
EA
26'-Ir
4
4r
4
5T
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
UK
MAIL
RIND ZONE 1
WIND ZONE 0
SPOIG
LLmDA
mom ma
PAW
DELLOAD
NEU ANGLE
L1H
OWR TANG
26'-8+
6'
5-40
3150/
40'-5(r
4'-0'
315DI
40'-45'
30'-8'
6•
54
31501 1
40'-50'
4.4
31501
W-45'
YANDZONE RI
(110 MPH)
20 P5F ROOF
10 PSF D.L
REF. CALCi
,AAAI t00%,t
NOTES
a IL.., ..:..'�,
i
DAPIA APPRDPL'
�` )O:ptIFICq -_•,A,
G
APPROVED BY
1. SEE NML ADDENDUM FOR ADDITIONAL REOUIRD&IMTS
; t
Na 0045484 y
2 SEE AD-DI-D064 FOR MAWN M MOM REQUIRED FOR THE LOADS
TA9AATm ABOVE.
., :•;:::
NP INC.
�+ C•/r . , ..• i=
FEDERAL. MANUFACTURED HOME
CONSTRUCTION ANDFU�TYS RDS
•,, A
V ?INJL
JACOBSEN HOMES
THEg� TNN9�A WASI65AM
oRwTN� M.T.
DATE,07-20-04
REV. LETTER
DRAWING M'
108• HIGH 90EWALL SPAONG TABLES
P.O. BOX 368
00MR. PRW ETAWA AND 1xFrmmlAa
MARIUS W AUXISSEN NA"FACIU"C
NC SPIN MAXIM ARE PRC A 10 11E
DRAWING NUMBER:
AD-TD-0083
SAFETY HARBOf. FLORIDA 34695
PHONE M72 ns-1E36
MM FM TWM A1"W NO WRI E
mvrmMmmA�NmsrAc7""M
-
I1
Y§I
11991
I
I
I
ROOF VENTING
TIP. 11m SO k OPTO M FOR
TgTAAT04 OF N00 SECWN
(SEE OMRT FOR REQAREIENTS)
100 SO. IN. CUTOUT
VENT HOLES
REQUIRED IN FLAT
ROOF SECTION
pw) x ACimN LLNGTIL
Door HOES
0 TO 15'-6•
1
15-6• TO 31'-i
7
31'-S TO .6'-10'
3
4V-10• ID 6 -6
4
61-6 ro -D
5
FIAT CENTER SE
FACTORY INSTALLED
MARRIAGE WALLS
LOW VENT LOW VENT
•50 SO. IN, VENTS REQUIRED
HIGH VEH7 IN SFrF INVA IS`D TRUSS SEMON
W \— — — ` HINTER LANE OF CENTER SECTION
INDI A YCADI OJIOk
Na TD11:
lA JOAk
ID x-.r
.oc
hoc
JI- mS-
1
IO(
A F7�
I
1 G SQ
67 AIM-
J
I G SO[
+I Imo >D DImnAAG vrs
TIP. 50 5a ML ROOF VENTS +N
LOW VENT (SEE DIARY FOR REOU_ REMENTS) LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
9
ROVED BY
JUN 14 2`
INC.
JACOBSEN HOMES
NOTICE:
JIMSrjCMIM6A10pMkM.SSAFQ
I"AM a';
R.R.
""
01-22-04
ANOIAL. vRDP Ima. AM mwmvMI
DRAWING 11TLE'
P.a BOX 369
,NmeAIS or Axossm NNARAcMR"6
ROOF VENTING
_
SAFETY HARBOR. FLORIDA 34695
K 91IN N n=IDWS NE 1 ES W D
FIN Nm IA61 WI
Avy
DRAMMNG MAHR:
PHONE Vs7) 7Y6-n3a
ADTIxIMWR4INOsmFETrooAmrs
c am m mm
AD-PR-7006
56 25
PITCHED ROOF EXTENDED VENTS
ADDENDUM
SITE INSTALLED VENT CAP OR SOLAR TUBE
VLN1 LA
(OR SOLAR
91 INSTALLED FLEX DUCT / SITE INSTALLED VENT
(SEE DETAIL 'A) /!/
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATHING
SECTION OF ROOF PLULONG VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT CEILING PANEL
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD -
MARRIAGE WALLS
MARRIAGE WALLS
SITE INSTALLED
PLWBNNG VENT PPE
(EXTEND 3' ABOVE ROOF)
(SEE DETAIL •B)
FACTORY INSTALLED FLAT CENTER SECTION
CXHAUST DUCT SPLIT
LND FASTENED TO ROOF
NECKING OR BACKER
VITH MIN. 4- BD NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
`SHEET METAL
SCREW
.EX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
1NTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONSS,
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
] EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING
4. RANGE AND BA7H/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
A�ROOF FLASHING
(SITE INSTALLED)
—VENT PIPE
(SITE INSTALLED)
(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
APP OVED BY
JUN I9
NPINC.
Nonce DRAWN BT: DAIL Itiv. LEIILR:
JACOBSEN HOMES T(SL3OC,,ATD6AHDDRTrNLSAs R.R. 01-23-04
GROWL PROFRETATn, AHq tOHF�DITMI DRAWNG TITLE:
FT N WIDMLS OF NL0BSDI dAMXACIWNG
P.O. BOX 368 INC. RICH HMTEWAS ARE Piamm TD T E PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 IEaw FBI ST[cm Am= MO MST BE DRAWING MA6Dt
PHONE (727) 726-1138 RAPT CONTMIK AHD soil rRm Ono¢ AD-PR-7007
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OITSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES; END E
L SEE AD-TD-D= FOR SPACING TABLES (WHIT SECTION ONL4
2. SEE AD-TD-OOM FOR ODMOTY OF LONONdAL TIE-DOW4 STRAPS REOURED. a
(OFFSET SECTION ONLY) •k
3. SEE OINM DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REO.MWMENTS. K .1
4. SEE AD-TO-0001 FOR ADOTIONAL REOUWDTENTS E.'
No. Fo
920334
STATE Or
SECTION
�
is?N
JACOBSEN HOMES
JACOBSEN HOMES
TINES SPEOITUNTMOSEM4F�" IRAWN6i MX
DRAWN Dr. R.R.
DATE. 5-9-01
MY. Ullu`
[It
ORWILL I'A"i[TA". AND CC4Xann
MAWALWS OF AECOBSW MANOFACNWC
I
BRAWN. TITLE:
FIG. 12.0
P.O. BOX 368
K 9w1 MAWRUIS ARE FMDM TO TNT
-
SAFETY HARBOR, FLORIDA 34695
Nman Fm 7r= rumsEs AHD Mm s
DRAWNG NUNBER
AD-TD-0082
PHONE (727) 726-1136
KEPT CORM UL NCR SECRET INCH Dom
26
55
I
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE E(EVADON (W/ OFFSET SECION)
SHOWING PE- OM SPACINGS
,�i �
_
=2��e1
��
III■=:
MIA
_II
r,.Xmm
I ■
■ .
■
�!�■Z■
o I,n :ri'
�i,
•f' ani,•:
r
FIGURE 11.0
SD; Mm LO WD mom= TIRIDDER ffmD
XCZ
EDO1W
5 FOR
IBNIT
Il
10 1
I wil m 1111111 limp Noli
1 � AIRRI LAME
cgT.c9.�G•
MINOR
�rEF• G4it,
FIGURE 11,2 C�-g° �T'�.0,9
O.T FOR llmm8 mI _DOtH i=D
..
eAxir{N'AL1PI0 F'1�'
� t� � •
OAPIA AFRONPL:
I�O M-OOAO FOR SPAM TABLES (OFSET SECIIGN OLYL
�
�.• �r�(C•,
PPROVED BY
2 SEE AD-*410110 FOR OIANn OF LONM7UOIAL TE-DOWN SIRAP9 REOLM.
e
(DST �N a"
1
O. 00454
JUN I b 2pp4
sEE OM DETAILS FOR ROOM (PIER) QUANTITY AM OTHER IREOII1R01FNTS
4. SEE AD-DF-= FOR ADDITIONAL PEOMOIENTS.
INC.
5. ZONE 2/01POSRE'C': 4e MAU M IETOR
ZONE 2/DFOSIRE'D': 4D' MAIWUM WORT-36' FOR t7-0' WIDE UMTS
e
'� 9�• ki ` �..: o�
•
•s
EMLt IUFACTURED NOME
ZONE 3/01POSUE V: 48' MAXIMUM HEIGHT
E+ •............ •RT..JSfRUCTI
\�4k+•�
NANDSAFETYSTMIDARDS
ZONE3/0POSUE b': 40' MAXIMUMHEIGHT•'SA�n
JACOBSEN HOMES
N nca Are -0
mm5FECMTM AID DRMMws ME
. PR#QWI
M.T.
DATE-
6-8-04
REV. LETIER:
rTwl
oRxMNAt. PRaPRElw.. MD m■IPDOAI.
MAIMALS OF MIICOM M1AA'ACR TONG
A
, `
DRAWING TIRE:-
FIG. 11.0, 11.1 & 11.2
P.O. Box 368
DirnTIC
MM IM®SMLS ARE PROYOBL 10 M
'N7
SAFETY HARBOR, FLORIDA 34695
Re W Pet SVM FARO APD MUST HE
DRAVA FJIRADIR:
PHONE (727) 726-1138
WT MMU"X AND SIDLE MN G R L
AD—TD-0081
SITE INSTALLED SHINGLE AND UNDERLAYMENT
15/ FELT TO HAVE A 6' MIN. OVERLAP
AND A MN, 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENDLAP SEAMS.
1 r1 r—I r1 r1 r
r� r
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAWENT WIN A 6' MN.
OVERLAP AND A YIN. 6' WDIH OF ROOF CEMENT.
150 FELT ALSO CEMENTED WTH A G WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT MID
PERIMETER OF ROOF.
F ELD INSTALLED ROOF SHEATHING (TYP
J
I 6' MOTH OF ROOF CEMENT WHEN
( OPTIONAL 15/ FELT IS INSTALLED -
I
I
I
OPWRML LAYER OF lsr FELT
I � I
ONE-PIECE 904SE J
LHOERAYI@7T
• ROM SCATHING (TEFL)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYNENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
m
FASTENING DETAIL VANDZONE N
(110 MPH)
ALL EXPOSURES
NOTES:
EAAiltR Ar Vu
Us WMVTr
1. CEMEN71NO OF OPTIONAL 15/ FELT IS NOT REWIRED IN ANY AREA
APPROVED BY
EXCEPT WIRE NOTED.
Revised
2. FASTENING OF OPTIONAL 150 FELT IS NOT REQUIRED. (FASTENERS APPLIED
ME JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.)
JO �2fT.
Oct 29,2007
INC
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
9iflEvfiL
K2Ecn 9L Inc.
FEOFM MANIFA I@D HOME
NSL UMONANDSUETYSTAADARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
MILE 9+BiGNWM AM ORAWNS AM
MA"" Rx. O.A
DAIS
10-24-07
REV. LET7Bt:
aeaw. PWPWARIL AND CMFWM
WILWMS OF ANIt9N WMf11C11H■
A
IXURNG IRE:
P.O. BOX J66
MC SUOI 11ATIWALS ATE PROrffD W M
SINE tINSTAtTm SHINGLE AND OaOQLAYLOIT
SAFELY NE ((813 R21 �DA� 95
W4 ML -
ORAWIRI NI119tR
AD—PR-7008
54
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
cc�
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105' X 1' MINIMUM ROOFING NAILS
OR .113' X I- MINIMUM NAILS MAY
OPTIOBE
AL SHINGLES
USED IN LIEU OF STAPLES FOR
LA GE BY C
COVER ANY ROOF VEN7 RANGE BY SECURING
COVER VENT
FASTENING FLASHING 70 ROOF.
THE SHINGLE TO THE RANGE AREA NTH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. NTH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT, AND TOP OF RANGE
UNDER SHINGLES. WITH BOTTOM OF
RANGE OVER SHINGLES (BOTTOM RANGE
MAY BE COVER NTH SHINGLE TABS
SECURED NTH AN APPROVED CAULK).
TUBE SUPPLED BY
SOLAR TUBE MAN. ,
NOTES-
DARA 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).
JUTi
$
I rP INC.
FEDE
ALMANUFACTUREDHOME
CON
RUCTION AND SAFETY STAFIDAROS
JACOBSEN HOMES
NOTICE
MY SPcarA1DN6 AID RRI1R11G$ ARE
DRAWN
DRAWN BY.
DAIS
RCM. LETTER
DRAFNG TITLE_
(NGNAL PRWKIART. AID WNRD[MOA
\I P.O. BOX 36B
MATORNS OF JACCOS F1 NANurAnvRw
NL SUM 1MIIRIALS AK FRONOT TO 1X
IMP. FLASHING INSTALLATION
SAFETY HARBOR, ITORX)A 34695
MOON FIR 9 X FIFPps6 AD 11E/ {E I
1
DRAWNG NWBLR
PHONE (613) 726-1138
AM WFRNRN AND 5=1 NRW OTIOS I
AD—PR-7009
ADDENDUM
s�E 112
OFFSET
UNIT TIE -DOWN SPACING TABLES
1
ZONE II & WEXP. C & D
llp,11
LONGITUDINAL TIE —DOWN
SPACING TABLE
N, rj
VAND ZONE A
WIND ZONE W
W. OTT.
MOTOR
WL OIY.
ARM
FLOOR
ROTH
EA ETC OF
ANEE
EA. EID of
A
E A Sfcna
IR a
EA gcmN
Iml 9
v
12'-0*
3
4T
3
61'
13'-4'
2
54'
3
41'
lYo
15'-e
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MR
MAX.
WTD ZONE 1
WIND ZONE W
SPACING
in
m mR ME
WAOB
COL
Allm ANIAE
WIDTTH
EAVE
OVERHANG
12'-0'
12'
5'-0'
31501
40'
4'-0'
31501
39'
13'-e
12'
5'-0'
31501
41'
4'-0'
30001
40'
it
5-0'
31501
43'
1 4'-0'
3ODO1
4T
LONGITUDINAL TIE —DOWN
SPACING TABLE
(�
YIN
WIND ZONE 1
WWD ZONE 11
FLOOR
NN QTY.
mom
W. QTY.
NKROR
r v
VV
WDTH
EA ENO OF
ANOE
EA EXD OF
U
EA 91CD011
IN. a
FA gC®dl
IWl e
12'-0'
4
45'
4
60'
lyo
13'-4'
3
45'
3
60'
3
45'
3
60'
VERTICAL TIE —DOWN
/ FRAME TEE —DOWN SPACING TABLE
NN.
11AK
WIND ZONE 1
WWD ZONE e
SPACING
W' IE/D
In
m mR MME
I
SPAOIG
MI' HEM
uma
man JIM
FLOOR
WIDTH
EAVE
OVERHANG
12'4
if
4'-0'
31501
40'
S-T
30001
N
IS-4'
1Y
4'-0'
30651
41'
S-0'
30001
39'
15-4'
12'
4'-O'
31F
43'
S-T
30001
41'
NOTES:
A6 - c4(45, o- s0 - 1.6 .01- /L FAT AP 4 4h� iPEN. CALLS - CU- I?, -
I6 W '•
,•
C......
f 7i p 9
L OFTSET SECTION WIN THE MARRIAGE LIE ED WALL IMNG OEM THE DIDWAU. OF �.1'C?� LL,��'�e•�
,. IFJE%;gT
THE ADJACENT SECTION MDST BE TO Dow AT THE MARRIAGE LINE N ACCORDANCE .• 1
MYED BY
:
WTH THE TABLES
AW& THE MEWLL SIDE AND ➢E ADJACENT
SFOTOKS) ARE TO
EE TEO DOWN N ACCOROAKE WIN THE NORMAL SPAM TOM (SEE AD-TD-0010
JUN II X
FOR 12'-0'
k IS-4' WOES, AND AD-TD-OM FOR 15'-4'
WDES}
2 SEE AD-TD-M FOR ADOUBIAL 7EDAREMBI S
INC.
1 �V� gMLN ID-WHI FOR MAPER HEIGHT REWIRED FOR
lli LOADS TAB UTEO S •. �ORIOP •• y`4iAQv'�, EDERAL
hVNMFACTMI HONE
A(p' •
JACOBSEN HOMES
TM
NMSIEMWTT147 AMIATA +� : R WFA'^•T. 6-8-04 "
P.O. Box 36e
/`
OiO111A. N4NN OAIY, AD DRAWNG TIE
9ATFIWAIS R JACOB3F1 YAMi OFFSET SPACING TABLES
„
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1136
Ix.9J01 IMTFWN.S AAE To
RTG4930 FOR 90C Pop= DRAWNG IRABER
"T mamm AD mm
AD—TD-0080
28
53
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVA110N
SHOWING PE -DOWN SPACINGS
TE-DOWNS
TE_mS
24'
'I—
TE-DOMI SPAONG TE-OWN SPACING
TE-WW TAM
_I•
lE-DONN WRONG
TE-WMN SPACING
4'
MAX.- PER AD-TD-W2 TABLE PER ALFTO-0012 TABLE PER AD-"12 TABLE 0 &AD-0012 TAM PER /-ID-WTI TABLE NA1C
FIGURE 10.2
SEX FIGURE 20 FOR ALTERNATE TIFrDDIN METHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TIP. FLOOR snR1L
SEE NOTE 5 FOR
YAIDAIY IELOHT
ANOIW ANOE AKLE�
FIGURE 10.3 WMNDZONE III
OF NONE (TIP.) (110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE TR-DOWN IEDWD 20 PSF ROOF
10 PSF D.L.
REF. CALLS. 9%. ar 92 • lb
. AAA111t„II iJFJAAIA
NOTES:
,. SEE AD FOR SPACING TAM AND NOTES
Z SEE Ao-TD-0O72 FOR GUAIOTY OF LONOTUMAL TE-DOMI STRAPS REWIRED.
1 SEE OTHER DETAILS FOR BMW (PER) QUANTITY AND OTHER EffWIREMENTS
4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 55' HAMM HEGHT
ZONE 2/EPOSURE'V. 56' MAXIMUM HEIGHT
ZONE 3/DFOSRIE'C': 56' MAXIMUM HEIGHT
ZONE 3/DPOSURE V: 56' MA)OIAM HEIGHT
END`
c:!;:. * NSTEjq .! ,�
Q,
e No. o '•.
910334
t .0.
-o : STATE CF =
•9
' •. P � �
`�O.<�;.� DIA�•NV Z/
is •...
I
DAMA17ROVA'
APPROVED BY
INC.
TiIIMIY1POCT0®IOE
mna�a'.o4raW4m�a.64
� ^ 'L ��
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR• FLORIDA 34695
[: PHONE (727) 726-1138
N077CE
-1 CRY AIE
THESE SE NO
ORIMAL PRJRZTARY, AND OOFIDEN LAL
MA70M_S OF ADOES I MAMFACM101G
NC 91CN MATEANS AM PWWOW TO NE
Ff3W FOR WE= RIFOM NO IW BE
aP1 mamH>.1ML NIO san mw o0a4s
Y:
M.T.
DATE:
3-1-99
���
DRAWING RTUE:
FIGURES 10.2 AND 10.3
DRAWING NIMBM'
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 REWIRED IN ADDITION TO THE FRAME TIE -DOWNS
3, VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME DE -DOWNS WHIN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING.'k cV ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURERS INSTRUCTIONS
4. FRAME IIE-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (10 BE SLPPL'ED BY OTHERS).
i VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE UANUFACTURER'SINSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ OF
ZINC COMING PER SQUARE FOOT OF STEEL
B. DESIGN BASED ON 95 1/2• I -BEAN SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-D' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT OFRY).
9. LONGIIUDINAL 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 TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERDCAL LOADING AND ANGLE OF ANCHOR INSTALLATION MD TYPE OF SOIL IN
W M THE ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING DR SIDING FORCES
It 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE TWIN TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR SIRAPPNG, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES
16. A MAXIMUM OF TWO LONGITUDINAL DE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REWIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN SW(S) MAY INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO VHCH D IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
I& ALL FIGURES (DETAILS) SHOWN IN THIS SECDON ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG P•EQUiREMENIS. ALL BLOCKING DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPUCABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES:
WUN4N`,IR`W po"'��'.,,'/
�i
,...... ._..._..a
�� �\ •..........Kl
,.��)Q: •;�GVEiTfq� ;R,y
ROVED BY
THESE NOTES AND DETAILS ARE APPLICABLE
Q ':
N0. O
515�
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
2 t ENE8703571
uN 1
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE 'D'. SEE APPROPRIATE TABLES
= .�
NC
INC
FOR SPECIFIC INFORMATION ON EACH.
TA
AN'��.�•
JACOBSEN HOMES
NOTICE JA'hp,
NIESE S 0O 71 AS AHD DRAMNCS ...OMONN.
nuuiu TAAA
C.I.Y.
DATE:
5-19-95
REV. 1E"m.
DRAWANG TITLE:
TD-GENERAL NOTES
P.O. BOA 368
m
PROPMETARN ANG cm"Dnw
MARICAIS OF JACOMM YNAIFACMNC
SAFETY HARBOR, FLORIOA 34695
PHONE (OL 726-1138
we WN MAIDP MS PROYM 10 THE
R�Dlf fdl 4[OC K"Go MO MT K
I l raaE4ORAt MD stRn n,a on,mz
DUMG MIMSOL
AD-TD-0001
52
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
L 1+t
•('�� �!
FLOOR
YBR. Ott.
t� a
MC,OR
AxOf
AHCHCR
ARGF
WIDTH
EA SECTION
1&1. 8
O� 1�
24'-0'
2
t
24'-0•
2
46'60'
46'80•
�1
25'-4'
2
50'38'
26'-8'
2
54'
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
/HONK ANGLE
SPACING
LOAD
DR. READk40'-50'
EAVE
WIDTH
WIDTH
OVERHANG
LOAD
26-0'
12'
8'-0'
3150E
40'-50'
C-8'
3150�24'-0'
12"
8'-0'
31501
40'-50'
6'-8'
3150525-4'
12'
8'-0'
31505
49-50'
6'-8•
3150#25-8•12'
B-0'
N50¢
40'-50'
5-8•
3150$
LONGITUDINAL
TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
UK Ott.
EA END OF
ANOIOR
ANGLE
YIl Dtt.
CA DID OF
ANCHOR
ANGLE
WIDTH
EA gGPOH
INN. B
EA SECTION
SPOT. B
20'-0
2
50'
2
68
24'-0•
25'-4'
3
45
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE III
ANCHOR /HOE
SPACING
ANCHOR ANGLE
WIDTH
EAVE
WD1H
OVERHANG
12'
i-4'4i!31i5Oj
40'-45'
4'-0•
t31501
40'-50'24'-0•
1F
4V-50'
4'-0'
49-50'25-4'
12•
40'-50'
4'-0'
40'-50'26'-8'
12'
S'
40'-50' A»+
40'-50'
ES
—
ENGINEER` O ,, DMA APPROVAL'0
........ FQ �'�,.
1. SEE AD-TD-DDDI FOR ADDITIONAL REWIREMENIS.
``.��
STE
�, ¢`� No. Fo''?'APPROVED BY�
2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOLL431
ENE8 T 55 g$
_ •.
�+
'9O, OF •��` NCI
,D. • .�;.' � HxAAARu1u.nM®Ha[
%. OIA1 G\ � asluno.,,oswm:wAvsa
JACOBSEN HOMES
NOTICE +GHAV NRI .. DATE: REV. LETTER:
TIIESESPEOHFAIIDNSMDDRANH6H2 C.L.Y. 5-30-95
m1ONAL PRpPRM1ARY. AND 0.1U+EEHTIAL DRAINING Rill
AP.O.
MATEWAI$ OF .IACOBS N MANNACRFOID NORM. SPACING TABLES
BOX 368
SAFETY HARBOR. FLORIDA 34695
w 9,, MATERULS ARE PRDxDCD TO THE
AEW04T I'm 7E=RFDCY3 NU WPI ¢ DRAWING NUMBER
AD-TD-0010
PHONE (813) 726-1138
I®T CDI6LEl m AN) SEOST 17a1 ORFRS
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES 5 0 1a 3
ZONE II & III/EXP. C & D
i
to v
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE R
WIND ZONE W
FLOOR
WIDTH
MIN. DtT.
'I -ADD OF
EA SECMI
MINOR
ANGLE
WN. B
wL OTx
EA Da aF
EA SECTION
ANCHOR
WL e
154
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE 0
WIND ZONE 10
sPAa
DBL HEAD
LOAD
AIM ANGLE
SPACINGLoa
OIL"
MOM ANGLE
15-4'
6' EACH SIDE
C-10'
31501
40-46
5-6'
1 31501 1
42-47
* •�{��
S��` 5UK1
1'" O
LONGITUDINAL TIE -DOWN SPACING TABLE
MiN.
WIND ZONE 0
WIND ZONE 01
ROOK
WIDTH
MFL Ott.
EA END OF
EA SECRON
ANOINT
Al OF
Iml B
Mt1 OOM
tt.
EA ETD OF
EA SECTN111
A ANGLE
ARISE
M➢L B
15-4'
3
30
4
1 35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE 0
WIND ZONE N
SPACINGDBL
HEAD
LOADLOAD
Ron ANGLE
SPACINGDELHEAD
AXWOi ANgf
154
6' EACH SIDE
4'-60
31501
42-5D
4'-p' 3150/ 1
44-50
NINDZONE: IN
(110 MPH)
20 PSF ROOF
q 10 PSF D.L
REF. CALCS. (, w•a -� 2, GI - 12, , !,�;
unulm
NOTES:
1. SEE FURL ADDENDUM FOR ADD17IMk REOUREMEHM
2. SEE FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS TED ABOVE
3. MAX RAVE OVERHANG REFERS TO OVERHANG AT SDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
I -BEAM SPAONG, 96' MAXIMUM SOEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF UHT).
[NO`N`L'(R DVAS Tl(w A,iDAPIA APPROVAL: e
�•QQ • STE • �`('�''y .
� No. RFo'. APPROVED BY
910 �-
•m • C
o STATE OF ; INC.
%�0 . Q;r . Io[
'�, • , D ��� m�anucla�R'ADTnyp1�
' , S • " •'
NOT[ ..
JACOBSEN HOMES TNTSEsECYICA1fts"m csARE
® ORMAL PROPRIT11MY. AHI tOiRN1VL
P.O. BOX 368 MAT R19S DE 4 IXN MAHUFADTURwc
RC vRo TO HARBOR, FLORIDA 34695 m WN UhIMAU; ATHE.
RE ' Tm s = Kw S AAD Mm RE
PHONE (727) 726-1138 TiPI FONIO Rq AHD SEaO mm D
"I BY: DALE: REV. LETTER
M.T. 2-8-99
DRANNG DTLE:
NORM. SPACING TABLES
DRAWING NUMBER
AD-TD-0072
30
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING RE -DOWN SPACINGS
FINE
II. III
%IDJ=
=%IDJ=%IDJ=
HIM:
aim-
-GNP-
0
mum
IN
MEN
IT
ol
.
FIGURE 10.0
SEE FIGURE 20 FOR MMATB TIE -DOWN WHOD
TYPICALCROSS SECTION I I
SHOWING IIEDOWNS "p• R°' S's'
as
/
CHASSIS
ARM AMaE
SET ANM HEAD I
FIGURE 10.1
SEE FIGURE SO FOR AME1010C ffirDOIN METHOD
NOTES,
1. SEE AD-TD-0070 FOR SPACING TABLES
2. SEE AD-7O-0070 FOR OUANITY OF LONWMAL OE -DOWN STRAPS PEOURED.
3. SEE OTHER DETAILS FOR BLOCIGNG (PER) GWANOTY AND OTHER REOLMUENTS
4. SEE FURL AODDIDUN FOR ADMIONAL REOUREBENTS
5. ZOE 2fLIP051RE N: 56• MAIOWM HEIGHT
ZOE 2/DPOSURE V: 40' MAIOMUM HEIGHT
ZOE 3/DPOSIEE 'C: 56• MAIGNUN HEIGHT
ZONE 3/DPOS2RE 'D: 40YAIOWM HEIGHT
1
HSEE NOTE 5 FOR
NAMIN Feat
111NDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
CWy• y(, e;b- 9/•
e`` No.
910334 `.
•o . STATE OF : 4Z�
s90w•..6411 ..
JACOBSEN HOMES
fl
CTHESE RIONAFEORCAIONSAAND CO
CHIDES. PROPIR7AAT• AND RASH
P.O. BOX 36
�A„ Nc S"MACp
SAFETY HARBOR. FLORIDA 34695
KOPEN1 fat sEM ft"M AND
1
PHONE (727) 726-1138
Mar COMM& No SDOtr FFOI
DAPIA
APPROVED BY
�N A ANC.
ROEAavAuuautnYwt
caemA,aAowrnsuwAa
a 1. 5 _04
AM I-._-
_..
M.T. ) -...- 3-1-99
"'L Oruwwc nnE: - - -
°1G FIGURES 10.0 AND 10.1
TE
M1 vnwm NuLam
AD-TD-0071
ADDENDUM
E
ALTERNATE TIE -DOWN SPACING TABLES
ZONE Il & M/EXP. C teQt
LONGITMINAL TIE -DOWN SPACING TABLE
MK
END ZONE H
END ZOHE B
L
FLOOR
VIDTH
-MCI OR. -
BIT OF
EL
ANDS
Oe
UK OTT
90 OF
u
A KIAE
�
S�(Z
n
e
23'-4'
2
54'
3
40'
�imO�viV
24-0'
2
54'
3
40'
V 4'
2
60'
3
44'
3
36'
3
46
30'-6'
3
4T
4
41'
(SEE NOTE +4 FOR AKa ANG(ES)
VERTICAL TIE -DOWN / FRAM TIE -DOWN SPACING TABLE
MIN.
MAR
END ZONE LI
END ZONE @L
�AGC
LOAD
ANDWN MOLE
PAW
IEND
ANCHORAIBP
INIDTH
OVERHANG
2S4
12'
5'-4'
31501
40=45'
54
3150j
351-C
241-0'
12'
514
31501
40'-45'
54
31501
351-W
25-4'
12'
514
31501
4('-45'
5'-r
3150f
3S-40'
26'-Li
12'
51-4'
3154
4O'-45'
V-4'
3154
35-M)'
3150j
40'-45'
S-4'
3154
35-40'
(SEE NOTE E4 FOR MWOR ANGLES)
�4eIPSPppAA
DOFF ooe�
ewae�N...
a ..........
F .ccL9so,
w o
No 454)84
e'
0.�iTk _- '� REF.CALC. -
000�.tc•c(�N1OP,���e�` C-TD - 215.01 - 215.20
;ONA%—
NOTES:
BHNRW APPROVAL
DAPa APPROVAL
1. SD: AD-TD-0001 FOR ADDIRtlIAL REMNRO IRS
APPROVED BY
ON
2 SEE A-1D-0OI1.I FOR MAWN PIER MnITS REMM FOR THE I=
Jun 16,2009
TAAW1fD AM
DESIGN ON THIS PALE AF4DG9E 10 DOUBE'ROES ONLY.
PINC.
1 TE-WITH
4. an Aum ANGLE SHOAT IN TIE WART ABOVE CANNOT BE AONEYFD,
aRSTIN CHRALID. Ano�SARTY SWraoums
XTALLED AN MPROYED STAMM F ATE
JACOBSEN HOMES
11EZs41 rANOTICE:wammum AAE
Br M.r.
0A7E 06-04-09
�
EMA::
AL7IRNATE SPACING TABLES
EElso
OR ML FRWREM,, I" NasaoDNtAL
MAtAWs OF JACOBSEN YNDFACIMIN4
P.O. BOX SSB
SAFELY HARBOR FLORIDA 34M
PFIOIE (813) 725-1136
m am wmFAS AM nmmm m TIE
1161I Wi SAM F11P09[ W Bsf E
WT COFOO CHI AN sat? FG1 Dons
MAIBNG NE11:
AD-TD-QG10.1
50
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE -DOWN SPACINGS
ail=
=,�IG�"erI
mom
\.Iimmm
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE P 0 FOR A ERRATE TIE-DDiR IMOD
FIGURE 1.1
SEE FIGURE 50 MR O WATE 116-DOUN
SEE NOTE 5 FOR
HAWK NO(NT
NOTES: V, L'V.�'11 PROVELYBY
1. SEE AD-TD-0010 FOR SPACING TAM �0�.•���STEgF'at/`°�G �.
2 SEE AD-TD-0010 FOR OUANFF OF LONCNpAL RE -DON STRAPS REQUIRED. No.
3. SET: OOHFR DETAILS FOR MOCONG (PIER) QUANTITY AND OTHER REOLI iEMENTS. _ - ENE8703571 INC4. SEE AD-TD-0001 FM ADDI110NAL REQURENTS. ER - I
5. ZONE 2/EXPOSURE 'C: 60' MAWN HEIGHT ST/e'TjjyR''' 4V ` �■ MINI '
ZONE 2/EXPOSURE V: 44' MAXIMUM HEIGHT 9 pF %/ �2P•
ZONE 3AXP091RE'C: 40' MAXGUM HEIGHT 4O��C`"' 0 \..: \�`�. REF. CALCS:
ZONE 3/EIROSURE'0. 36' MAXWM HEIGHT 'ii,��s+s/0•.•• E\```����
JACOBSEN HOMES N07 °ILPMO°E " l� DATE IEv.InTEr
TxESE ��,� AND Axo D�,� ARE C.L.Y. 3-27-95
OMONAI. PROPME/ARY, AND CONFIDENTIAL ORAMNG TITLE
Mir
P.O. BOX 368 MATURIALS OF AACOBSEH MNAIFACMUNG FIGURES 1.0 AND 1.1
RC. RXH NAI RLALS ARE PRIMM TO THE
SAFEPHOAE( 13) 726 D 13S 695 WT �a m "� nm � DRAMHc Nuurmc AD-TD-0011
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
O
Y
LONGITUDINAL TIE -DOWN SPACING TABLE
MIFL
WIND ZONE It
WND ZONE III
FLOOR WIDTH
WDTH
YPL Ott.
EA DIDIC a
EVICTION
MANGLER
ANGLE
10B
k I Ott.
EA DO OF
EA. SECTOR
mom
ANGLE
ANGLE
10 B
30'-8'
3
4
3
20 5
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
LAIN.
FLOOREAVE
WIANCHOR
WIDTHTH
MAX
OVERHANG
WIND ZONE 0
WIND ZONE lu
SPAONG
D�
LowM
ANOM ANGLE
SPACING
ANGLE
D��
30'4
6' 1
V-9'
31501
41-46
5-5,
31501 I 44-49
^ O
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 0
WIND ZONE 01
FLOOR
IflD1H
10L Ott.
u END OE
u s4c'1fOv
A ANGLE
ANGLE
1m4 e
1NR Ott
EA EEO IF
u s4c1LON
ANCHOR ANGLE
ANGLE
WIL e
36-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANGSPAM
WIND ZONE 0
WIND ZONE III
DBLHVD
Low
ARM MOLESPACING��
ANCHOR ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
31501 1 49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS
A\A1l1IIIIIINA//I
OtI ET' S:
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS
2. SEE AD-TD-0071 FOR MAXMOM PER NEWTS REOIMED FOR THE LOADS
TABULATED ABOVE
ERk . ... �p' �.,�
i
' ` ��QGYNo q�o�! =
910334
_ •; * -
„. STATE OF : W
.
—G/
DAM APPRW EAM OS
APPROVED BY
!N [AINC.
oralA¢IwAow.nAurnw
JACOBSEN HOMES
P.O. BOX 36B
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOT IC A BY: DATL HGLV• 1ETiDt
Tax SPIDRGTNNRM*010,MFCSAK M.T. 2-8-99
LNIDNAL PRDPMETAAT, no CO/RNRAL DIIAMNO iI1LE:
MATEAALS OF COM NAMFAmme NORM. SPACING TABLES
mC 9K NAIODNS PAOMOCD TD D[
RTD➢.FNI IDt SCOAC PUi@Og5 AID WSI R DRAFWO NUMBER'
MPI mmo011Ml AAD RoiEl moN pt10R 4D-TO-0070
I
49
r,
SEE DETAIL 'B'
SEE DETAIL 'C'
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
,,_�T
n
DETAIL ( A'
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
DETAIL LB'
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 3150p 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 CLIP).
FRAME TIE -DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I -BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL LC'
THIS TYPE OF PROTECTION MAY BE USED FOR
PRO„IMONsAT' ONGITUDINAL TIE CONNECTIONS ALSO.
..••...ROE: •. i DAPUAPPROVAL•
rQ• No. o'• = APPROVED BY `
' 910334 °.
'?,•._ STATE OF iAQ-�
u Ar1u "'
OTHERS
`— NOV 2 4 1998
mmo JACOBSEN HOMES
INi P.O. BOX 368
SAFETY HARBOR, FLORIDA 34696
PHONE (813) 726-1138
NOTICE
THESE S'EOHUTXWSAND MAW NDSARE
pAONA� PRWKTNIY. An CONTDFITIML
SIATOMAU OF JACOBSEN WAAUF:=: D
WC SWI MATIWALS ARE FROVOm TO THE
T FOR
Kv,T�fpPDWT�jµµpq� I OAHO �TI s BE
DRAWN BY:
M.T.
DAZE:
11-18-98
REV. LETTER:
-
DRAWING TIRE
MISC. TIE -DOWN
DRAWING NUMBER:
AD-TD-0050
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION
SHOWNG TIEDOWNS >»•Rom
TIP.
am ANgE (SEE NOTE 19) am ARSE (SSE ROTE p)
FIGURE 1.1
(MCH RASED ON 051/2' I-ffm mm AD 96' Ila15ID vu)
®• C o70.
o<e,6 e. : 4
s,,SSB�pola Ao ®x�0000
SIT 02 51m
*AN NEW
NOTES.
_.—..-.._.._
__....__.._.._
1. SEEAD-1D-00tai FOR SPAMM TABLES
APPROVED
BY
2. SEE AD-TI>-0010.1 FOR CUM" OF LONG rOA TE-00191 STRAPS REMM
1 SEE OTHER DETAILS FOR &OCIONG (PIER) QUANTITY AND OTHER REOIAI1601M
Jnm'C16.2009
HOME
4, SEE AD-TD-0001 FOR ADDIROIUL REpIOtEYFN1S
REHM
YMaErn
O
5. ZONE 2/WMUE V: 67- MAWAI IEDIT
cxxsErxErnoxuOsunrsuxxams
ZONE 3/apas E 'C: 5e• RA1D1101 HBCLN
6. WHEN ANCHOR ANGLE WM ON AD-TD-0010.1 CALDOT BE AOIM,
REF. Gem
DISTAL!µ APPROVED STAMM PLATE,
C-TD- 215.01-215.20
JACOBSEN HOMES N012CL M.T. """ 06-04-09
11m S cmrAum Am omm ARE
W=NAL FROOSAIN,, AM OWfOFRTLLL DRAW TIRE
P.D. Box she YA°RIALS OF JACORSEN RAWFACRMG FIGURES 1.0 AND 1.1
W. SLIM TMTERWS AAE P1AM= TD TIE
SAFETY HARBOR, FLORIDA 34695 MM RF ME NSFOBS AM WR E DRAWN NIRIC M
I m PHONE (813) 726-1138 WT 03010TIAL MD SECRET ARIR DOHS AD-TD-0011.1
48
zz
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE 1I & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+T
RUIN.
HIND ZONE II
WIND ZONE III
FLOOR
UN. OTY.
ANCHOR
UK Olt .
u+awR
VADTH
EA END ff
A
EA EMI CN
ANGLE
Ov
EA �cna
uN. a
.
EA �cncx
uiR e
12'-0'
2
43'50,
2
55'
�t]4
2
SO'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
HIND ZONE I
WIND ZONE III
SPACING
DiL HEAD
LOAD
ANCHOR ANOE
SPACING
DMA. HEAD
LOAD
ANCHOR A64CLE
FLOOR
VADTH
EAVE
OVERHANG
12'-0'
6'
8'-0'
31501
40'-50
6'-8'
31501
40'-5T
13'-4'
6'
8'—O'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
HIND ZONE II
HIND ZONE III .
FLOOR
YIN. CITY,
Mal
YN
ANCHOR
WDTH
OF EA END
Mal
OF
D O
END
�
FA SECTION
YN B
EA SECTORSECTORYN
B
2
2
64'
3
47'
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.
HIND ZONE II
YAND ZONE III -
SPACING
DEL IR1D
MCHI ANGLE
SPACING
DL NCAD
MOUR ANGE
FLOOR
EAYE
WIDTH
OVERHANG
LOAD
LOAD
12'-0'
6'
54
31501
4T-45'
4'-0'
31501
40'-50-
13'-4'
6'
54
31501
40'-50'
4'-0'
31501
40'-50-
NOTES
ENG `EERY`` OO ��
OAP A APPROVAL'
I. SEE AD-TD-0001 FOR ADDITIONAL REOJNEYENIi -
. Q�.•G�STE �4c .
APPROVED BY
0.
2 SEE AD-10-0013 FOR WIDYW PIER NEIGITS REQUIRED FOR THE TOADS
TABULATED ABOVL
ENE8703571
1 MAX EAIE OVERHANG REFERS TO OVERHANG AT SIOEM'ALL NOT FRONT OR REAR.
' * '
INC
4. ABOVE TABLES AIRY TO 160' FLOOR OR 144' FLOOR MOTHS NTH 95 1/2'
STAY F �
••• 4A
��F.!NoIAN.••'\��`���
N AY Yu JK u®N]E
msti:+aNDwmn"cNR
I -BEAM SPACING. 96' YAbYW SIDEWALI HEIGHT AND 6' MWAAW SIDE
OVERHANG OERlUVIC MAX EACH SIDE OF UNIT).
''•..
(6-
i��� s ;..... V
'`�
JACOBSEN HOMES
NOTICE: AP4y IT
THISE sKcm O16 AND DRAMN6 „L�
11111V^d'
C.L.Y.
DATE:-
5-30-95
REV. LETTER
DRAINING TITLE:
NORM. SPACING TABLES
P.O. BOA 368
ODONAL PIWKT41T. AND IYIIIIbDIIUI
MATERIM OF NAMISEN MANRACIUANG
NE
A
„ SAFETY HARBOR, FLORIDA 34695
NC 9 MATE? AS ARE PRMI0 TO
fQ6RNSS RO O4 Fa V=PMIST BE
DRATING NUMBER:
PHONE (813) 726-1138
WT cafmrA. / SEMS Imu 0TI6N6
AD—TD-0012
RS VP ADDENDUM
4I o oC�oALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOVANG TEDOWNS
MOLE RUE
FIGURE 7.0
SEE PGURE L3 FOR MMHCOMIMED TIE-DDINN METHOD
IMPORTANT NOTICE:
SEE NOTE w FOR
F
YAIOAN IE101i
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TfW U8UM0 THIS TM-DDTEN EONFIGURITON A STYIE CREST PRODUCES MODEL 575H (TYPE 21 AUGER ANCHOR IEEE A DEMCN IDAD (IOW C IDAD) RATTN0 OF
4,ODO POUNDS AND AN ULTIMATE LOAD RATING OF 8,000 POUNDS MUST BE USED. M LnULVUANT ANCHOR ME m THE ABOVE SPECDTCATOIS MADE By
AND= UWLCTURER MAY BE USED IN LIEU OF THE SIRE CREST PRODUCTS MMR
I. SEE AD-M-ODDI FOR ADDITIONAL REODUIEMENIS.
2. SEE OTHER DETAILS FOR BLDDONG (PIER) QUANTITY AND OTHER REOUNEYENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035).
4. ZONE 2/EIPOSURE'G': 38' MA)CUUM HDGIT
ZONE 2/E)POSURE D': 28' MA7ANY HEIGHT
ZONE 3/OPOSURE '0': 28- MAXWUM NDMT
ZONE 3/EXPOSURE D': 28' MAXNUY HEIGHT
5, SEE AD-M-OD35 FOR ADDITIONAL NOTES
NOTICE
JACOBSEN HOMES
LiFOI1 AND
MaN KTARY. AID
OATOM
„ P.O. BOX 368
OF JACOBSEN
"TOMS OFDINS Y
K YA1DiY.6 ARE PI
SAFETY HARBOR. FLORIDA 34695
W FN
PVT
PHONE (Bl]) 726-1138
CO
PFDi OMFDD111N N0 9Ef%
IX AN SON
THE ALTERNATE TIE -DOWN YEBR'AS SHOW ABOVE ARE ACCEPTABLE FOR USE N
ALL MIND ZONES AND N BOTH EIPUSURE 'C AND ETPOSURE V. HOWEVER. BY
INSTALLING THE FRAME TIC -DOWN STRAPS AT THE 'ODTBOAFV FBCAA4 THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
FECURBNDED METHODS FOR INSTALLING FRAME TIE-DOMF4.
STEq Ss 1,
APPROVED BY
No. o'•.
e�
_
ON
N INC
1T Wes`
..:..;�e,o[
/iw...•..�wwEnsTMws
4r
r0
♦�MMDIYN
TIIIVI'Vw C.L.Y.
DAIS 5-30-95
REV. LETTER
A
ORAMNG BTIE• FIG. 7.0
DRAWING NLUBER AD—TD-0041
34
47
R�4� ENUM
LT
P�C�Ogs
ALTERNATE E DO �' SPACING TABLES
440� ZONE II & III/E.V. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
4 (��
MIN.
R;ND ZONE II
WIND ZONE 01
FLOOR
�+ Gn
EA END a
u+acx
ua Dn.
EA. END Q
ANCHOR
ANGLE
�l
v
O
WIDTH
EA'Cn,
UH. a
1
FA YCDOR
YIR B
12'-0'
2
43'
2
13'4
2
50'
2
68, 68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
WN.
MAX.
WIND ZONE 0
WIND ZONE 10
SPACING
D��
ANCHOR ANGLE
SPACING
DEL
ANDO ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
12'-0'
6'
4'-0'
3750!
20'
4'-0'
3900#
22'
13'-4'
6•
54
3150f
25'
5-4'
39605
30'
THIS
ALTERNATE
APPLICATION REQUIRES
4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN
WIND ZONE 11
WIND ZONE III
FLOOR
MN. GE.
EA END CE
ANCHOR
ANGLE
UK Ott
EA OF
ANCHOR
ANTE
`
�� \g Y
O v
WIDTH
FA YCTION
YIR. B
FA SECTION
YW B
12'-0'
2
3
47'
12'-0•
3
37'
3T
4
33'
g�Q
Iti1
13'-4'
3
42'
3
1 55'
IS 4'
4
30'
4
1 38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
AWN,
MAX
WIND ZONE II
WIND ZONE 01
SPACING
D0.�
ANCHOR ANGLE
SPACING
D��AD
ANCHOR ANOE
ROM
EAVE
OVERHANG
IY-0'
6'
4'-0'
39501
25'
Y-8•
39301
20'
IS-4"
6'
4'-0•
39601
1 2Y
2'-8'
40001
30'
THIS ALTERNATE
APPLICATION REQUIRES,,,,4,,000 POUND
ANCHORS
NOTES•
EMCINpaV Gag upe 111.
DAPIA APPROVAL:
1. SEE AD-TD-0001 FDR ADOHIONAL WEM REOIIENTi
a''•G�STE9�cO�Z�''�
�:`e`` No.
APPROVED BY
':
MAXIMPIER HEIGHTS RFOR THE LOADS
i AABBLIATED ABOVE.
_ ENE8703571 =
5
AINC
1 MEAOE OIERNAMG REFERS TO OVERMANC AT 9DEWALL NOT FRONT OR REAR
MA
= -
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144' FLOOR WIDTHS WITH 95 I/2•
9'• 6 q :•4,4'`
0 •. / t1
NDi N•'
......
AaAa...va,MA�IATP[
TATAswcuwNosVm W
I -BEAU SPACING. 96' 11AUMUM 9DEWALL HEIGHT AND 6' MAXI)m SIDE
i F .....• ,V ��`•
�i,�
OVERHANG (6. OVERHANG MAX. EACH SIDE OF IMIi}
JACOBSEN HOMES
NOTTC@ ".'It:
TIRsE 9PETDTTFAmNs AND mum ARE
OMONA. PROPRETARY. AND OVffWTA
pA4WI1
C.L.Y.
DATE
5-30-95
REV. IE11FIi
A
oRAW.NG TI11L
TABLES
uATERALS OF A asci YAAWACXAONc
ALT. SPACING
P.O. BOX 368
mopSAFETY FLORIDA695
Em 9TW YAIEFML9 A G PRNM TO THE
IMPTowm� nrsa9sD nATmm
DRAWING MIuBER AD-TD-0040
PHONE (813)
Mau
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOVING TIE -DOWN SPACINGS
LOIORIDuIAIFRAME
IIE-DONIS
"'S
la
lff-Dwtl15
24•
lE-IOW 9'AONG lE-DDW SPAQIG
IE-DONI SPACING
R-WWI SPACIIIG ilE-IOW SPApIG
2C
NAIL PER AD-10-0012 TABLE PER AD-M-0012 TAM PER AD-ID-WIPER AB-m-Dull TARE MAX
FIGURE 1.2
SEE FIGURE P 0 FOR AIMATE TIE -DOWN Y6fIE0D
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TYP."OR Sm
SEE ULU 5GHEIGHTHT MAURW FT
ANGLE ANDS
FIGURE 1.3
SEE FIGURE 7.0 FOR A6MtMl ( M-DOTE iMl)
NOTES:
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES
2. SEE AD-TD-DO12 FOR QIAN TY OF LONGITUOIAL TIE -DOWN STRAPS REWIRED.
3. SEE AOTHERD-110001DETAILS FOR DITONAL (REAR OUAHTIIY AND OTHER ftEOUwEAETTiS
4. SEE AD-TD- FOR R BLD NAG REOIIEETIFITIS =
5. ZONE 21EAPMRE 'C: 30• YA)MM HEIGHT
ZONE 2/DPDSURE b': 48' MAX MIJU HEIGHT
ZONE 3/OO'OSWE 'C: 28• MAXIMIIY HEION
ZONE 3/E7<P05I1RE b': W' MAXIMUM HEIGHT
ENCINM AAt,,AA
��``N i ..... .....
,)4':Pf4,�jVNo g4!A FZ':
:• EN 870357 _
-
A n OF : tv� C
9 '.
'GOLF • .. ����:
DAPIA APPROVAL'
APPROVED BY P,,�
/-'-
JA N a i 41
NINC
'�, ,a
JACOBSEN HOMES
„ P.O. BOX 368
34695
sAFEPHOAR(8 3) 726-1138
NonCE'IA,,/�., N i
1lESE SPE6MXTION6 AND ORATATOs61A11
ORIGINAL PROPMETARY. Alm WNTIDOIRAL
MATERIALS OF JACOBSEN MAILIFACIUWD
OG WON YATEMALS ARE PRIMED 10 THE
XOPT OW XTEO7 IMELA D SECRET IPIMPOSES CI mTiM
ll 44AN C.L.Y.
DATE' 5-19-95REV'
/�
/-�
AGURES 1.2 AND 1.3
DRAWwG TITLEIET
D�T"Ac HDYBER AD—TD-0013
04
46
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
i1.�i.
r...v.w�a.�—■
rrrn,rt rramra�
YAA ELf Nl'IiYWiv ins[ Rn nrww�v vua ru. �..-irw. �wu
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES: Q� •'G�STEq'•: FZ
1. SEE AD-ID-0010 FOR SPACNG TABLES
2. SEE AD-TD-0010 FOR QIANITY OF LONOTUDIAL TIE -DOWN STRAPS REOUIRED. z EN-8703571
3. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER RECIIIREMENTS _ �•
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
APPROVED BY
114� T 5
INC
N[EIVI WwJK1YW N]E
pJ61RCIgAN1YRlI SDd3�
Inn � np„
JACOBSEN HOMES
NOTICE:
THESE SKMUTIONS00DRANNO
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
DRAWNG TITLE:
FIGURE 2.0
MORAL PRWKIARY, ING "nINNm
MATOLALS OF ACOBS;N YNNJTACTUPoNO
/
P.O. BO% 368
O SOOR YATER'!LS ARE PROK D TO THE
,J--l\
DRAWS NUMBER
AD-TD-0014
SAFETY HARBOR. FLORIDA 34695
PHONE (613) 726-1138
IEDPOtT Eat S'EOK RPJYRS NO MIST IE
RPT CO mnAL &V TiaET IRON OTIM
�.1, ADDENDUM
hNS �{ Ix�"" VN0 5 t c-,
V��� ��c ors R� ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOVING TIEDOWNS
SEE NOTE 5 FOR
WAIAN IEIOfE
I
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 3.1 FOR RECOMMENDED HE -DOWN METHOD SEE MURE 32 FOR IECDM OOM TIE-DOIN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN 071GURATION A STYLE CREST PRODUCTS YODEL 575H (TYPE I , AUGQT ANCHOR IIIH A DESIGN 10P IORRING 10AD) RATING OF
4.000 POUNDS AND AN ULTBNATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQ ANCHOR VESTING THE ABOVE CATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
I. SEE AD-TD-0001 FOR AMMONAL REGUNEYFNIS
2. SEE BORON DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REOUIREDENTS
I FOR FIGURE 6.0 $ OFFSET UNIT TIE-DOTM SPACING TABLES (AD-TD-DD201
4. FOR FIGURE LI SEE NORMAL TIE -DO" SPACING TABLES (AO-TD-DOIO).
(ALSO SEE ID-TD-0020 AND AD-ID-0021)
5. ZONE 2/EIDOSURE'C: 3Y MAXIMUM HEIGHT
ZONE I/E1>IP091RE'0. 24" MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C: 24- MUMUM HEIGHT
ZONE J/EXPOSURE D': 26' MAEIUUM HEICHT
THE ALTERNATE TIE-DONN YEINODS S HDNI1 AB01E ARE ACCEPTABLE FOR USE N
ALL Will) ZONES AND N BOTH EAPOSUIRE 'C' AND EXPOSURE V. HOYIEVCR. BY
INSTALLNG THE FRAAE TIE-DOW1 STRAPS AT THE 'OUTBOARD' I -BEAM THE MAIL
HEIGHT OFF THE GROUND IS GREATLY REDUCED. 91 07HER DETAILS FOR IHE
REGONYENDFD LEDws FOR IRSTALLm FRAuE TE-DONNS
No.
BY
" 15
INC
JACOBSEN HOMES DESSKCOCAMIAMD1111:'li"' C.L.Y. IAIe 5-30-95
MORAL PRaPPS1Aln AND CA/EDIRAL DRAWING PILL'
Env
MATEIEALS Of ACWSEN YAIWACDAONG 6.1
P.O. BOIL J68 Nc S, MAIERULS ARE
T/ TIE FIG. 6.0 &
SAFEPHONE (013)Oft FLORIDA2118 5 . PTO OPw F nt� nSEGIET m�� � ORAMNG NUMBER: AD-TD-0033
36
4
L
' 6 NOT �NCRNN'
ADDENDUM
�R�s
R�QALT.
1�"LpO FORS OFFSET UNIT TIE -DOWN SPACING TABLES
6
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE 11
WIND ZONE III
FLOOR
WK Ott.
ANCHOR
NL4. I IT
OFF
OCR
^� V
'MDTH
EA DO OF
ANGLE
EA ER)
AxgE
v
G SECTION
YD7. 0
EA SECTION
YIN. B
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
to
25'-4•
2
45'
2
58'
26'-8' 1
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
HEAD
LOAD
LOAD
ANCHOR ANGLE
YAM
DBL HEAD
LOAD
Low
ANaE
2V-0*
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-O'
4DD01
20'-30'
4'-0'
4Da01
20'-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
4DOO#
20'-30'
2C-8'
12'
4'-0'
40DOj
20'-30'
4'-0'
4D001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
�n
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
oryO
ANCHOR
YDL O7C
WIDTH
k ID
EA END OF
ANON
EA END OF
ANGLE
ANOE
\Kl•'v
EA gtnox
uDl. a
EA gtTla
1RN e
rO
20'-T
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
111
��
25'-4'
2
66'
3
48'
26'-8' 1
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
¢AmIG
DEL HEAD
Low
ANCHOR ANGLE
SPACING
HEAD
Loa
LOAD
ANCHOR /HCIE
FLOOR
WIDTH
EAVE
OVERHANG
20'4
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
40001
20'-30'
25'-4'
12'
4'-0'
40001
ZS'-30'
S-2'
40001
2S-30'
26'4'
12'
4'-0'
40001
25'-30'
S-2'
40001
25-30'
NOTES-
ENGINEER I ffilWL7111111AAAA
DAPIA APPROVAL•
1. OFFSET SECTION MIN THE MARRIAGE LK WALL DITC ING BEYOND TIE: ENIWALL of
��```ONG� G S•�Do
PPROVED BY
THE ADJACENT SECDCH MST BE TIED DOWN AT THE MARRIAGE LINE N ACCORDANCE
WIN THE TABLES ABOVE THE SIDEWAJL SEE AND THE ADJACENT SECTIONS) ARE TO
? ':' Q� NO• FQ'•.
JUN 1 5 199,1
BE 10 DOWN N ACCORDANCE MIN THE ALI. SPACING TABLES (AD-M-OM).
E r87 -�
=
2.SEE AD-TD-ODOl FORADDITOM REQUIREMENTS.-INAINC
3. SEE AD-lo-oo33 FOR MAXIMUM
- STAR
••., L/��j�`{T .4`" °
"� •_. � ,-�m��
PIER HaarOII
RERFD FOR THE Lows rABUUlEO
�9p �
ABOVE
JACOBSEN HOMES
TIRSE SPED ATITIDNSS me DRAM 'GK•e
......t Al, C.L.Y.
OAT[. 5-30-95
REV. IETTER:
GNAWING TITLE:
ALT. SPACING TABLES
P.O. BOY 36B
� AL PNPRCTANY AND DOOLx M
MATERIALS 6F JACOBSEX MNARACTJ=
OFF SAFETY HARBOR, FIOR]CIA 34695
PHONE (013) 726-1138
IAA SIM MAlERALS ARE PROMCD TO !K
M60R FIR SRO[ ROCEDI AND Mrs! M
OPT cow mnN ND srDIT IR71 DWD¢
DRAWING HUMBUP:
AD-TD-0032
ADDENDUM
ALTERNATE TIE-DOI N SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOWNN INSTALLATION METHODS
SITE MEW OF Nun
FRAM-
E-DOWN STRAP
SLE OTHER D[TA7S
10R RE -DOWN STRAP
SPECF1CA11DNS
APPROVED ANCHOR W-DEO TO
HAW I -BEAM (SEE DINER DETArS
SEE W-TD-0200 FOR FOR WELONG) 70 BE ESTALLE.
RADIIS CUP DMIS AT THE FACTORY.
(REWIRED THIS LOCATION). (MIR. 31501 WCIMG (DESIGN) LOAD
AND 47251 ULTIMATE LOA7.)
o° GROUND ANC0R
SEE OTHER DECALS FOR SIZE.
NIGLE AND OTHER INSTALLATION 1107M
r FIGURE 2.1
SAID MEAGER (CROSQFOR
FRONT VIEW 3' Y INTO
EA ER . MUST BE LOCATED
CUT olio HEADER MMN 5• a MAN
FOR STRAP ATTACHIrENT.
(FACTORY CUT) aA555 i-SEAL
F• FOR SEE AD-M-G2DO FOR
S I RADIUS QR DETAILS
Gna). (AEO33 ED THIS LMAIa}
1E-DOWN STRAP
SEER OTHER CETAILS
SIDE nE11FOR 71E-DOWN STRAP
SPECE1CA11OS.
GROUND ANCHOR'
SEE 07HE-n DETAILS FOR SM.
ANGE ANO OTHER PSTAUAMON NC -;ES.
_411=11I l�"µ:A.1:AurnA
— T=' '�o?;. ec? ?F .. FIG URE 2.2
NOTES: Ul? 0MOVAUs)". = OMA Aii OVAL•
1. SEE AD-TD-DDIO FOR SPAONO TABLES
2. SEE AD-TD-0010 FOR WATDIY DF LaCINDUL TIC -DOWN STRAPS REDUCED.
J. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OrgER REouRENENTS. ' `^
4. SEE AD-TD-0001 FOR ADDRANAL REOUIEMENTS. �i ' .' i . • •�• '; _
ANCHOR BRACtET AND TE-DOH
DENTCES AM WITtrRO BY OTHERS
Koncr. CRAW' BY. DArt. REV. LTIER.
JACOBSEN HOMES C.L.Y. s—t3-95
IH°3 �EfdKg,s AN3 CRAfNS ARE
■ GDGmu.I OF A6i l FAN[t1 ' PRAIWC n1Lc
P.O. a0X 368 YATI7WAl5 O- YmeYN YNArACTTRec FlGURES 2.1 & 2.2
„ SAFETY HARBOR, RORIDA 3/695 mf m wt= A"PiiO�"MAT HC DRAWING MILAIS '
PHCVE (B13) 726-1136 DPlmmo,1MNAmmTIRCM0 a AD-TD-0015
44
37
LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAN
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
I!'NI.1�
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. AU -STRAPS TO BE TYPE 1, FINISH B, GRADE I STEEL STRAPPING, 1 1/44 NUDE
AND 0.035 INCHES IN THICHNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS.
NOTICE
'JACOBSEN HOMES
THESE SPEORCATIDIS AND DRAWINGS ARE
OIMMAI, PROPRIETARY. AND COVIDENRAL
„
P.O. BOX 368`
MATERIALS OF JACOBSEN MARYFACMWC
uFc
SAFELY HARBOR. FLORIDA }4695
RIM MAIEMxS ARE PRDMOED To THE
REOfDRT FOR SPOIX PDFRDYS ANO MOSI BE
PHONE (727) 726-1136
IRYT COU700RML AND SECRET FROM OT M
CATOR BEAN CLAMP, MANUFATURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALADON DETAILS)
PROVED BY
jjjw T `�
INC.
FACTURED HOME
AND SAFEEYSTANDAROS
M.T. -."" 6-12-01 N" "
DINAL STRAP ATTACHMENT
AD-TD-0016
�c�og5 R�q� ADDENDUM
�000# ALTERNATE TIE DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
M MUM HEIGHT
HIAIBIW QIi
,.,, Ax J I FIGURE 5.0
I•�— SEE FIGURE LI MR M-DOIN YBTBDD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TO M-DOWN CONFIGURATION A SETT% CREST PRODUCTS MODEL 57SH (TYPE 2J AUGER ANCHOR IRE A DESIGN LOAD (TOME IDID) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,ODO POUNDS MUST BE MR AN EQU09ART ANCHOR MESTDTG THE ABOVE SPECIFICATIONS MADE BY
ANOTIRR MANUFACTURER MAY RC USED IN LED OF THE STYLE CREST PRODUCES ANCHOR
NOTES:
1. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOOGNG (PIER) OUANTITY AND OTHER REO UREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-TD-OM).
4. ZONE 2/DPOSURE 'C: 3t MAXIMUM HEIGHT
ZONE 2/E)POSURE TD': 27' MAWUU HOC HT
ZONE 3/ExPOSURE'C% 30' MAIONU HEIGHT
ZONE 3/DTOSURE b': INS APPLICATION IS NOT APPLICABLE
THE ALTERNATE TIE -DOWN METHODS SHOW ABOVE ARE ACCEPTABLE FOR 115E N
ALL WAD ZONES AND N BOTH EIOOSANE'C AND ETRDSURE V. HOWEVER. BY
INSTALLING THE FRAME TE-DOWN STRAPS AT THE 'OUTBOARD' [-BEAM THE MAIL
!RIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
..-cn
STEy':`
No, FJ
/2y(q 44Z
+o1i
pig; tY`• ,.•`
NOTICE: -'•vuu •.ONAMI Ur. MAIe Ncv. ItIlm
JACOBSEN HOMES THESE
SPEOnWIONSAND DNAMAM C.L.Y. 6-13-95
m
PROPRIETARY, AND RaN MTk DRAWING TIRE•YATINU S OF JACOB3N MAHRACWAMC P.O. EO% 36B DY SIKH WAIER&S ARE PRONRD TO THE FIG. .D
SAFETY HARBOR. FLOP }4695 REDDOR FOR V=FLAPOSO Mo Mat R DRAWNG NUMBER AD-TD-0031
PHONE (813) 726-1138 IOPT OOHmw ADO moo FROM 0O
38
43
10" ADDENDUM F1G�R�
�oRS gEE
CING TABLES
TIE —DOWN SPACING5
ALTERNATEIII
ENE8cD
LONGITUDINAL TIE —DOWN SPACING TABLE
jo
r1
MIN
WIND ZONE II
WIND ZONE III
FLOOR
Ott.
ANCHOR
YIN. Dtt. ANOIBR
WIDTH
E
EA. EEG ON
ANGLE
EA. %C 1.c ma
`
YEn04
Y3 a
EA Yc110N MOIL e
OILEA
20'-C
1
2 45'
24'-0'
1
46'
46'
2 60'
�t]Q
jl��ll
25'-4'
2
5T
2 67'
26'-8'
2
55'
3 30
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACNG
D��
ANCHOR ANGLE
SPACING
D9.HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0
39001 1
20'
24'-0'
-12'
4'-0'
37001
20'
4'-0'
39501 1
20'
2'-4•
12•
6'_8•
40001
15'
4'-0'
39501
22'
26'-8'
12'
6'4
39501
28'
4'-0'
39501 1
22'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
Ajl
FLOOR
IOt1 Ott.
EA ENO 6
ANCHOR
ANGLE
UK Ott. ANm
EA END OF
Y
WIDTH
EA SECTION
ICI. 6
L
EA SECTION YDL B
P0'
2
50'
N/A N/A
�4II�
`L1
24'4'-0'
2
70'
N/A N/A
25'-4'
3
42'
N/A N/A
46'_8'
N/A
N/A
N/A N/A
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE RI
SPACING
DB_ IUD
ANCHOR ANGLE
SPA6NC
0&OW
ANCHOR ANGO
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
40DOI
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8' 1
12' 1
-0.
40001
2T_, I1111
, N/A
N/A
N/A
NOTES
ExD`Ea �
DAFA APPROVAL
�TP�DQF
• 2 %y
- -
1. SEE AD-ID-ooOH FOR ADOInNu aREQUIREMENTS.No
E`
_
2. SEE AD-TD-0031 FOR MAXIMUM PER HEIGHT REWIRED FOR THE LOADS TABIAA7E0
E\ES7O3'571
_7�1
ABOVE:
_
]. 20 MDES -82' MAIDAUM I -BEAM SPACING ONLY.
-- ✓
'.
--
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-M-0031).
aq
' ell 4F /N�1• ��
_.
-.-.. •' -. -.--
JACOBSEN HOMES
Nonce "111,
HO:5ESFLOTCATIMANODRA1ub9ARE
typilw1ir
C.L.Y.
DATE
6-13-95
REV. IEIIM
ORANMG TITLE
ALT. SPACING TABLES
DRONAL PROPRRTMT. AND C06WTVL
MATERIALS OF JACOM MANJFACTIARIG
• P.O. BOA 368
SAFETY HARBOR. FLORIDA 34695
INC WIN MATERIALS ARE PROVIDED TO W
KO FOR R NRao9S MD 1161 TR
DRAVMG NUMBER
AD-TD-0030
LN PHONE.(813) 726-1138
WT Fbf=TK AMX YOCT TRDM OrAM
MIN.
MAX.
KIND ZONE II
"NO EUNL III
SPACING
DOL KQ
ANCHOR ANGLE
SPACING
DBL HEAD
ARM ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD ,
10'-0'
12'
4'-0'
31501
40'-50'
2'-B'
31501
40'-50'
12'-0'
12'
4'-O'
31DOI
40'-50'
2'-8'
31501
40'-5T
13'-4'
12'
4'-0'
30651
40'-50'
2'-8'
3DO01
40'-50'
NOTES,
FN°NE� G7°AbQFQ A
BY
1. OFFSET SECTION WIT THE MARRIAGE LINE WALL EXM04G BEYOND THE ENOWALL OF
O : •GASTrAi;.,
•_��
REVISED
THE ADJACENT SECTION MOST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
P� .
MTN THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(5) ARE TO:
•.
SEP 0 9 1
`
BE TIED DOMI IN ACCORDANCE MIN THE NORMAL SPACING TABLES (AD-M-DDIO). ;
, ;• �,
I
INC.
2. SEE AD-M-0001 FOR ADDITIONAL REMIREMENTS.
'p'. -i .
�q6.•�W
� `� .
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REOURED FOR IHE LOADS TABOLATEO
FED
J
4��� AA'-!T t7IR� \�����
••-.....
RAL MANUFACTURED HOME
STRUCTION AND SAFETY STAND
ABOVE.
��J�Y fA N(�A�p CO
V�Ap,,,,
JACOBSEN HOMES
NOTICE
TN[SC vcaDunONs Arm Gwwxs AR[
tL�
R.R.
DATE
8-27-96
REV•lET1Ut
P.O. BOX 368
m
WOTmi Or Kr YN MA�AC�IIAID' 6
D
IVl
DaAWWc n1IE:
OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
Kama Fa spm si � ma9R
paAMxG NUYODE
PHONE (813) 726-1133
AEPI cwmr. a w YTRET 1RIAI DINERS
AO-TD-OO20
16
:CIS.
42 39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
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FIGURE 3.0
SCR FIGURE 4.0 FOR ALTERNATE MDORN METHOD
TER CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
wxDEw loalr
FIGURE 3.1
SER FIGURE 6.0 FOR ALTERNATE TIR-DOHN UTROD
NOTES:
1. SEE AD-TD-O)20 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE ADTD-OD20 FOR OIANITY OF LONOTUOULL Ti STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOOM (PIER) OMNIITY AND OTHER REQUIREMENTS.
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/EXPOSURE 'C: 447 MAXIMUM HEIGHT -
ZONE 2/EXPOSURE 'D': 24' MAXINY HEIGHT (32' 0 24' HIDE MIN.)
ZONE J/EAPDSURE 'C: 32' YA70YUY HFJGNT
ZONE 3/Oa'OSURE `0 32' MAXIMUM HEIGHT (44' A 24' WIDE YIN.)
[TABLES ON AD-ID-002D DUE APPLY
ID MY STAFEDW MULTI -WIDE SEC➢OS
6 X UNIT -SEE NOTE 1. AD-TD-EOM]
TIP. FLOOR SYS@l
TIP.
FIGURE 3.2
HIM. ALTERNATE TIE-DOM METHOD
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No. Fo' ?' % APPROVED BYIE
ENE8703571 c00
NAl EN. `
JACOBSEN HOMES
NOnCE �
TWM SKCnCAl WDDRAWIN65AM
UNAM TIT:
C.L.Y.
uAle
5-11-95
NLV. LE11LN:
OWOTHR. PROMETARY• AND COUROD M
MATMAL9 OF JACOBSEN MAN FACTJWG
DRAWING TURF: FIG. 3.0, 3.1 & 3.2
101iP.O. BOX 368
SAFETY HARBOR• FLORIDA 34695
REST FCH OR mDs P W'M�AM MST BE
DRAWING NUMBER:
PHONE (813) 726-1138
KEPT CO➢DENIUL NO saeY TROY 09M
AD-TD-0021
D
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-DOM SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
%.TAT
1. SEE AD-ID-0020 FOR SPAC^7, TABLES (OFFSET SECTIONONL11.2. SEE AD-M to FOR QUMRY OF LONC17MAL 1E-DOWN STRAPS REOARm.(CFTSET SECTION ONLY)
3. StE DIM DETAILS FOR EE.000r'G (PIER) QUANTITY AND OTHER RE000RB6]RS4. SEE AD-TD-0001 FOR ADDITIONAL REOIBRVIENTS
m
0 j 5
INC
JACOBSEN HOMES
NOnCE ""'
rasE srtonulwrs ,ND IMAMNGS AK
tlIDI L I+0.0PRCTAR . AND corm N.
YATWUS o' JAC089FJ, MAKFACTURWG
11"m BY. .
C.L.7'.
DAIC
5-11-95
u"
A
DRAWING THW' FIG. 4.O
IMF P.O. BOX 368
MARAN.6
_
SAFETY HAFS'_R. FLORIDA 34695
of vD, AR vAw,om TO ra
IIfaVRrw StopFN=III8I IE
DRAWING NUMBER
PHONE (811) 726-1138
mt tMLOIW.E NO Nm f 0➢6tA
AD—T0-DD22
40 '
41