HomeMy WebLinkAboutSET-UP MANUAL ADDEMDUMSfLuciecoanw
SET=UP MA
ALADDENDUM
vmcEwrw
MAR S-0101% .
pe 5 WngDepart
� pt
❑ter❑
JACOBS N
HOMES
600 Pt1CKARD COURT
SAFETYJ HARBOR, FLORIDA
(1727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV 01 /10
ill
ALL HOMES SET IN
1
FLORIDA
MUSS COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department nt of Motor Vehicles
850-413-7600
I
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW N`ECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE OF S.
I
I
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 I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
DUCT SUPPLY OR RETURN
TYP. FLOOR SYSTEM
TO HEATING/COOLING
OR CROSSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
DAPIA APPROVAL:
'PROVED BY
,IUN 1 5 m
04 14
ft"o�WW
LNG,
MOCK"W
NOTICE DRAIN BY: DATE REV. LETTER
JACOBS EN HOMES ;mEsE sKa,GTm AND DRAW+GS ARE C.L.Y. 5-30-95
OEONAL. PROPRIEURY. AND CUUM MMM DRAYANG TITLE:
P.O. BOX 368 IATETDALS OF JACOBSEN MANUTACAMC EXTERIOR A/C DUCT
W- SUO1 MATERLALS ARE PROVO TO THE
SAFETY HARBOR. FLORIDA 34695 PYOPEM FOR SPECLIC MOSES AM OUST BE DRAMNG NUMBER
PHONE (013) 726-1138 I FT MWMnAL NO SEOV FROM CUM AD—AC-0001
_2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED' WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET A�L 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 TOE GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR IOF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DI-CCNTImUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
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
INI�41NC.
SAY "
(.m.wM�AC'�1AO�Wt
cIAIOTWp►�p101K'O
- I 130TICE: DRAM BY: DATE: REV. tETTER:
JACOBSEN HOM S THESE SKOF1CATIONSNOI YMMARE C.L.Y. 9-2a-9s
aamm. FROPI![TA1T1, AW CO f9WTK DRAVOG nBE: W H. VENT. SYS.
P.O. Box 368 MAIT1iM aF �ACMN UA"ACTIJfbla
„ SAFETY HARBOR. FLORIDA 34695 Flow ► RA7 O PJft= NO MM K DRAMNG Hu11BER
PHONE (813) 726-1138 PVT aoK10 PA NO ICU MN OWn AD-AC-0100
51
ADDENDUM
MULTI I WIDE UNIT FLOOR FASTENING
i
FLOOR JOIST
i
• I
I
0.131" X 1 1 /2' 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'
V
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0,016' X 1 1/2' MIN. STEEL
STRAP ® 48' O.C. MAX. SPACING 1 4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR INSTALL WOOD SHIM AT ALL LAG
51G Ti1�I'
N D S01 TO 1 LOCATIONS FOR LAG SCREW TO to
LAPS SE LAG LENGTH 1
FOR ASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) AND FOR GI TO LENGTH TIGHT. (SEE NOTE 2)
1111/2'..
LAG
(ALL D POWRES)
we zow
Dram
3/a' x 3 1/r LAG SaeEtl
3o GA. S1RAP FASWO W/
7/1r� x 16 GA. STAPLES
a°
nzow
t�o�
UNM WIURM OF FASMERS AMU
0.131' x 1 1/r NAILS
7/1tr x 16 Ga SUP1ES
MAX"SpAcm
UAnM SPACING
.a,
1r C.C.I21/4'
ac
Y:
3
3
z
z
b•
tr O.O.
I17/or oc
b•
4
7
1l' ac
I r ac
4
7
aIr e
1t 1/r ac
12V
S
a
i I
ENGNM APPROVAL,
DAPIA APPROVAL:
1. 1' YIL PENERiA70 6 REOM ON STAPLES FOR UK aOfi'
L 1YO0O 9A6 la RFPFD FAa11 SPF YIi OR BE11OL 7
W x 4' x OAP E FA Ill SZE)ROM
APPROVED BY
Revised
IN may24,2006
7PENC.
f` Z3 ��
am OR PLYWOOD YAY 9E USED F 7HC7O m EOUALS GAP womt4 x r wK so
3(i) Itl �i. LJ06CIAFI, p
3. IW UAMM SDEWALL L MIT.
4. SEE OVER DEWS FOR SEAW FLOORS FOR AIR WILVIAWL
I
�/
Jl 1=i1(�:LYr fLflfj, ?'?C
FEDEML M11NUF1iCiU1�ED MDNE
co�sraucrroMwov�Ers�aMDeaos
JACOBSEN HOMES
AK
DRAIMI BY. M.T.
°A 05-22-06
SAFETY
aw km. pimminty, Am cmfconvL
W1MM � � A TO �
n
IV
DRAWNc 11M.
M/W FLOOR FASTENING
HARBOR,
R, FLORIDA�
HATtBOR, ORI34al95
PHONE (813) ns-113B
mcmff no F= p= NO NAT t
I?1 oo.mlLll Ado um FEW omn
DRAVC WJUWt
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
I
.131- X 3 1/ 2' MIN. NAILS
8' O.C. MAX. SPACING, STAMM
FROM SIDE TO SIDE (TOE —NAILED).
ENDWALL
MARRIAGE LINE
I
I
I
i
NDS01
OCKO ~AL. Ow N"aft
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED BY
EXTERIOR WALLS. Revised
S j Gb May 24,2006
Huhn C. Weden, P.E. INPIINC.
IC2 Engmear g. IIIO fe a�yce�rfUmomm
JACOBSEN HOMES Sm wa= mum w °A'�" �: M.T. 0A1E 05-22-06 "n �
PA BOX 36a MU01M�o eo �m mum • . M/W WALL FASTENING B
wlows a �uoo�� w�urAe�o
Ne Z= VA Mu w[ 1eoYoeD llt
�PPHHONE (M3) 726-11313 j X °m mnr� � INN � auw+c ruUaot AD—FA-0010 .
ADDENDUM
MULTI -WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
30 -GA. GALV. STEEL STRIP I
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO OECIONG
(SEE CHART ON AD-FA-0001 MAX. SPACING).
30 GA. GALV. STEEL STRIP
.80 X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
�xxUP
MAN. OVER GAL STRIP.
I
(30 GA. GALV. STRIPS USED MAY BE
NLAG SCREW SET II
WIND DEFLECTORS REMOVED FROM
FOR TRIPLE WADES
FOR DOUBLE WIOES
ROOF IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
�\ PLAN MEW
I 1 11 31C X 5' LAG SCREWS ssLAG SCRFTEI ME RAcKs
TRIPLE WIDE ROOF LINE- I (2 I/4' SMOOTH SHANK) FOR DOUBLE WADES
INSTALL LAG SCREWS SEE CHART ON AD—FA-0001 /-- FOR TRIPLE TRADES
AT A 45' ANGLE I _ FOR MAXIMUM SPACING
STAGGERED I 2 1 4 2 3 4'
1 C TO 3 4' GAP
ROOF PERIMETER RAIL-Y �I
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE #4)
CROSS—SECTION INSTALL WOOD SHIM AT ALL LAG
TO IFOR GAPS IN ROOF SYSTEMS OR FLOCATIONS FOR LAG SCREW TO GO
1 INCREASE LAG LENGTH 1' THROUGH AND TO LOOP CONNECTION
NDS01 AM FOR GAPSLAG LENGTH /r. TIGHT. (SEE NOW 2)
■ REF CAL.C. PG.
( E ZONES) I CROSS-SECTION (W/^) C WA- 91.01- 91.07
ALL
NOTES:
L 2 11ir
QXi W APPRWAL•
DAPLA APPROVAL
WWL POCIRAAON MID FECE7*I6 WEII R IS mQUitFD rot LAC SCREWS
2. WOOD SM TO K FROM SPF A UK ql Knm I
APPROVED BY
(3' X C X CAP W TH WL SEM)
109
ON
ON PLYWOOD MAY K USED F TNCIOIESS EQUALS GAP 1g1 - X r Wl sm)
I SET: OM MIALS FOR CMFLEM C ROOF KMIECTOL
S
Revised
y 2sed
4,2006
AIINC
4. 1WLDt INSTALLING A LAC SC O
IfTO A M E KAll f1R5T-DRLL JA 3/6' ELEMA4M
'K,2
HOLE TItR01M TIE FIRST RDM KAM. SEWD-DULL A IX HOLE VWUGN X
Eng+nwh iq, Inc
FEDERAL MANUFACTURED ROMt .
RECEL" RIDGE BFAW fix: X 11R AED PORM OF tM SQIEx 1F£SE W& ARE
CONSTRUCTION ANO SAFETY STANDARDS
FOR 3/6' LAC SOlE11Ei OFLT
S I0r WAMN SIDE7fALL HOW.
JACOBSEN HOMES
TIQ .,.N.Q Wo DRAF.. ARf
DRAN BY.' M.T.
DATE 05-22-06
MY. IErmk
P.O. Box 36e
aaDIw. MWWATY. AM MWOO RK.
WA wmyAK RVAM �
ORAMNG Ink
M/W ROOF FASTENING
FY SAT$ HARBQR, FLORIDA 34673
PHONE (813) 728-1136
wirw Iml RWM NO Mm K
DRAWH6 RU10ER
ow wwalk ARM =a Fm "m
AD-FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIE
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIN. 2' OVERLAP AT S!=lIM) CENTER OR BATING LINE
WITH #8 X 7/16' HEAD X f FULLY THR�ADFD SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I. i
I�
1
I 8 X 711ir HEAD X Y
j FULLY.THREADED SCREW
RIDGE CAP (NO MORE THAN 12' O.C.)
I I I
Co
i
1 I 1 8
ASPHALT IMPREGNATED 1
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF I
METAL ROOF PANELS STOP
1 , 1 APP. -50 FROM CENTER LINE
I ,
Ref: EX-13-0051 and ;50 GX GALV STEEL. STRIP
5' X LENGTH OF ROOF (SEE AD-FA0020)
AD-FA-0020 SEUND WTH 7/16' X 16 GA. STAPLES
NDS01 FULL PWTRATION NM DECIONG
(ALL ZONES) (SEE CHART ON AD-FA-OOD1 MAX SPACNG)
(ALL DFOWRFS)
NOTES• END= APPROVAL• NU ARW00L•
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
2. STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF ISHEATHING.
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' aC. RIBS. Vv
Fci�
I ep 10,2008
4. SCREWS HAVE A NEOPRENE WASHER FOR WF�THER PROOFING AND ''" ` FrIINC.
TO HELP AVOID OVEI? DRMNG. IF SCREW IS ;OVER DRIVEN oe�u rAwn AL7UlEo xo�
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE �� �TTG oonsmurnon Atlo sA�rr srAxoAnos
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES ► WAS Of D.M.T. w� 0s-25-W mu
O MORE= AID wmzmk MAM M
ions PA m m NAM= a pa� METAL ROOF RIDE CAP —
nc
sA � A 7FWW 3095 I I�P�a Alo � t�l � w� um
AD-FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
i
6" STRIP ROOFING CEM
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DE
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
--I I " BEAD OF ROOFING CEMENT
T RECOMMENDED EACH SIDE
BY
IHjmsm
NINC,
, W yQ S1fif1 SilVOM1,D
DRAWN BY: DAIS: REV. LETTER;
NOTICE C.L.Y. 6-5-95 JACOBSEN HOMES TFi�SE SPEp(iG710N5 ANO DRAwHa IRE
■ ORICIR11. PROPRILTARY u+o OONf10ENTIQ DRAWNG ITLE:
P.O. BOX FLORIDA u� toaAts � N ul ruTACm rdt M/W ROOF SEALING
�� W. suoi uAtERuts IRE IMLONOfD ro n¢
IB
SAFETY HARBOR. E(813 26-11 31695 REQOQ MR SPECFX ARPO� MO mw K DRAWING NUYBEk
PHONE (813) 726-1138 MIT caffMTK uo sEau n= O1Hm AD-FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFINGS CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND
REMOVED FROM ROOF IN ORIGINAL CONDII
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES -HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
JUN 1 5 WS
INC.
NOTICE: DRAWN BY: . DA1E: REV. l>:nm
JACOBSEN HOMES ME SPEOf1GTIONS AND DRAWIN0 ARE C.L.Y. `6-5-95
CRONAL, PROPIECTART, AND wuuuiIIAI DRAWING nnF:
YAIMAIS W ,IAM6'SfN YANJrACI{IRK
P.O. BOX 368 M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 34695 a� ra �SPc C M& Me HM K
PHONE (813) 726-1138 IvT Mak AID Iota n= crom DRAWING NUYBER
IfD1
AD—FA-0026
9
1. REMOVE ANY CARPET AND/OR PAD FRCP UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL "G IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETM THE FlRHPIACE AND THE HEARTH).
1 LOCATE THE HEARTH EXTENSION (SHIPPED 1005E IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH bmSION TO THE FLOOR W/ 4 +B x 2' WOOO SCREWS
C. FILL THE AREA BETWEEN THE FACE OF THE FTREPLACE AND THE HEARTH EXTENSION
WITH A NON-COMBUSTABLE MLKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
I — I — I I
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
NOTES.
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED -FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
INFI�
,JW 2 8 V%
"oliv� INC
xDKiRK70�wOwr n.-O
rrMJACOBSEN HOMES NOTICE MD °K""m' BT:. DATE REV. LEnut
n�sE srEonunoNs ro wu+aa AM I.L.Y. 6-16-95
MaNAL. Pao Ll-T. AND CONl10f)1iWl DRAWWG 111LE
„Dom—
P.O. BOX 368 Wl'lT lF � + � � +� SHIP -LOOSE HEARTH
SAFETY HARBOR. FLORIDA 34695 'M Stloi MATE= FRONDED TO K
PHONE (613) 726-1138 � emmim m o5= m DRAWING NUMBER
AD-FP-0001
10
SMOKE ALARM ADD
Enclosed in the home owner's p cket 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
This home is equipped with a s
the smoke alarm user's manual
connections are done.
NOTICE TO CUSTO
SET-UP PERSONNEL
alarm system and must be tested in accordance with
the home is completely set-up and all the electrical
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation j and learn how the alarms can be silenced once they have
sounded and be familiar with itsluse. 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
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. Iflall units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEv.
OR IS 2003
.NrPINC. .
FEDERAL mANUFACTUREO HOME
CDNSTRWTION AND SAFELY STANOARUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
APPROVED BY
INPIINC.
MEW MABUPACT M HOME
CONSTRUCTIONANDSAFETYSTM WADS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING HINGED TRUSS -
TO ALLOW
OUTLOOKERS TO PASS THROUGH. I //v TYP. OUTLOOKERS
- \ 1
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
WIN. AP• — Trnn
:D TO F
TLY ABC
ICABLE
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
THE OVERHANG OUTLOOIUS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18' X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/6' UIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/I' X 16 CAL UIN. STAPLES 1 1/4' D.C. AT PANEL EDGES AND 3' D.C.
AT ALL FRAMING UEUMS. (NO GLUE REOUERED)
MARRIAGE WALL
3/8' SHEATHING TO BE INSTALLED ON -SITE
VANOZONE III
(110 MPH)
ALL EXPOSURES
APPROVAL
APPROVED BY
PN r14MAT t
a&et.F- INC.
ffDERAL MANUFACTURED HOME
CONSTRUCTION Mp SAFETY STMIDAROS
JACOBSEN HOMES NO'CE: oR wN BY: OATS REV. LETTER.
THESE sPEaaunoNSE. oRAWwcs ARE R.R. 4-27-98
■ ORIGINAL PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE:
P.O. BOX 368 UAl kkS OF JACOBSEN MANUFACTURING — ,I INC.MATERIALS ARE PRONGED TO ME TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 34ti95 r1EauNF FOR VF.CFX PLAPM AW MST K DRAWING NUMBER:
PHONE (813) 726-1138 KEPT CfknWNTIAL AHD SECRET MOM CIWJM AO-HR-0001
12
NDSOI
WAIR Or TFAIEI TO RA& W FRW
95M PM10 TD SEr-IF POgIION IS
LFT H U Roll SrLU SYSM11CLY WIH
fEOWLCA OE1LLIS NO WE THAN 12 FEET
APAIR LOCATE LFTM PWM TL M 3r W
EW OF RW KCIKK NO AUOD LFTHC IL W
2 FEET OF A SP= N TIE 0 RAIL
HIGTD W POSE 10 RODE K^
6 SPF jJ FORD W POST TOP RAL.
110lrWMMOOR 3-flYr
elm
REF. CALL. PG. C-RF- 223.0 - 223.6
NOTES: I �.,.�,�,� „r. m,.,� r,r,,, �,..,...
� I. WAM RAM ROOF SECIIDtI N THE RAM POgn LI w SILIm H mD APPROVED BY
as P06R mm Revised
b Jun 06,2006
John C. Doeden, P-k. INC.
W2 Enarrsaarin; , Inc FFn— W11�KALT-NFD HMrF
9 CMNSTNurnMN AND SAFETY SUMMANDS
JACOBSEN HOMES um , w Ale MAN �
O.A. os—o2—os
17171110 amm. RDMi my Ala coommm mvm in -
PA WX Sea 1117f� w A"0°`¢T' WKFAcnw" HINGED ROOF DETAIL
rmnW- so mmum AE Roam 1011
SAFETY HARBOR, FLOWA 34693 WW Rx 96C71C PNW AIO WST W. DRAVW LNWM
PWW (W) 726-I138 WT UNZWK w W affm Di m AD—HR-0002
13
UNDERLAYMENT TO BE CLUED 3' MIN.
CN BOTH SEC11ONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNOERIAYMENT AND
AND A MIN. 4 1/2• N1DTH OF ROOFTNG'CEMENT TO
TOP OF LAST SHINGLE ROW ON FlXED ROOF SECTIOK
ONS IS TO BE DONE BEFORE RAISINGI"GED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK BEHIND 2 X 6.
OVERHANG FASCIA BOARDS AND SECURE NTH 3-#B X 3' WOOD SCEWS REACH SINE CF GAP, APPROVED BY
Revised
Nov 30,2006
• INC.
FEDERAL MANUFACTURED HOME
�wCONSTRDCFIOR AND SAFETY STANDARDS
�1X6.
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WWDZONE ICI
(110 MPH)
ALL EXPOSURES
NOTES: ENGINEER APPROVAL: DAPIA APPROVAL:
I. BRALE RAIS{D RDOF SECTXH N THE RATS P0910 109 5 GING HINGED
KING POSTS INTO POM
! I ZS O6
John C. D09d^
K2 Engine4*0
JACOBSEN HOMES THESE �TMAI � AM MOM ARE DRAWN BY D.T. °A� 10-02-06 REV. LT1>fl
aia+u. reaPaEswnr. AID wsloomx DRAw+c nTLL .
W10nALs OF Rmgc im MANiAC1URMC
P.O Box ]66 Tie S UNERM AK P OWn 10 HINGED ROOF DETAIL
SMIM HARBOR. FLOROA 34695 KMW Ia WIM RW=" MW R DRAWING NlAWR
PHOAD-HR-0003
NE (613) 726-113B un Od/IOURp1l AM➢ um Omr mmum
14
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK ONE-PIECE SHINGLE
. � ERLAYMENT
2' MIN. OVERLAP (TYP.) . c
r•'—I r....T • . .. . . .. �
o I i I i I i I y
V MIN. TAR AS OWN
N _7
.(APPLIED ON SITE
N ' I •SEE NOTE /3;•
I..............
to n r—� ♦ ♦ �♦
r� r-1 30 MIN .. .
SEE DETAIL 'A'
N o
,� 1 I 1 I I I l I I I I , I I I •
Al Lr�j
r-,
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 15f FELT AND SHINGLES.
DETAIL A
NOTES:
I. CEMENTING OF 151 FELT IS NOT REQUIRED IN MY AREA IIEXCEPT WHERE NOTED.
2 FASTENING OF 15/ FELT IS NOT REOIARED. (FASTENERS i PLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - 6
3. EXTEND THE FIRST LAYER OF ON 97E 151 FELT ONTO THE FIXED ROOF A WL OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES E NEEDED TO I MAINTAIN THE 6' YIN. OVERLAP ONTO THE EliED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-0001 (WITH SPECIFIC END PANEL LAYOUT).
AD-HR-000Z AD-HR-0003. AND AD-HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
A PROVED BY
Sep 2ml
INC.
FEDE L MANUFACTURED HOME
mN RUCTION AND SAF£TY STANOARUS
JACOBSEN HOMES NOT1a MAW firDATE Rtv IErIER:
>� SPEdRG11O1S AND MUM � M.T. 9-20-03
Gti61NAL PRWiI MfY. AM CONFIDO UI DRAWING TITLE: SHINGLE AHD UNDERLAY►ENT _
P.O. BOX 36a W. SM w�'M� � TO � APPLICATION •Girl HINGED SECTION
SAFETY HARBOR. FLORIDA 34695 FAZFHQ Mt 2f= NO KW K DRAWING NUMBER:
PHONE (a13) n6-113a lmK mfmerIK No � real only AD-HR-0005
15
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WMTH #8 X 4' SCREWS,
6-1/,2 O.C. MAX
DECKING ON RIDGE BLOCK J
FASTENED WITH (6) 7116'
STAPLES INTO EACH 16' 0.1
3 1 f 2" O.C. MAX. INTO 2 X
(TYPICAL BOTH SIDES)
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UND RlAyMENT AND MNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANOZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
- `�"' CRC - 167.01 - 167.02
SEER APPROVAL DAPIA APPROVAL —
APPROVED BY
Revised
0. 0= C009,2006
John C. uoedefl, F.E. fEDERILL MANUfACIII 7Al
NONE
XZ EA,CJKTmring, ITIG coNsmucrMw Aro suEn suAOAR%
JACOBSEN HOMES
None:
s1:a11cAntrrs
DRAYM UT:
O.A.
oAl
06-06-06
It" 1ETTOt:
P.O. SOX 366
pMEst AMD OrtArews AR[
oaoMAt PIIOPwaIART, AND tOMFLUIfIQ
W"1deA13 cr "Et """"r'L10R' E
ARE
ORAA111C ➢RE:
PEAK INSTALLATION DETAILS
A
SAf•EW HARDOR., FLORIDA 34695
PHONE (727) 726-1138
MW to VECM RVMATOW
r�4T le
DRAMW6 M116ER
�r at11wim Am vow rw m anEas
AD—HR-0006
16
I
OF
SITE INSTALLED SHINGLES (USING THE I TOP COURSES) OVERLAP PEAK ASS SHINGLES TO
6 FASTENER METHOD) AND CAP INSTALLED I SHOWN.
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS
SHINGLE INSTALLATION
INSTALL FIRST LATER OF 15/ FELT
INSTALL TOP LAVER OF IS/ FELT
TO ROOF NTH A 6' MIN. WITH OF
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT Al EACH ENO TO
ROOF DECK AND/OR EbSTING
ROOF DECK AND/OR ENSTING
FELT AS SHOWN.
'.� FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATI
NOTES:
DAPIA APPROVAL
I BY .
AUG a
INC.
DRAW BY: DAIS: IRr. tsi itn
JACOBSEN HOMES eeg vEm"� me m= �M.T.7-2$-°4
OPoOUL R10PIfETAe1. AIO OOKIOEEMGAI DRAWAG TIM _
„ YAIEIZIALS Oi JAOOB9]1 YA:ACpj" SI*W/UNDERLAYMENT INSTALLATION
P.O. BOX 368 W- SIM MAZWa AK MlMM W K
SAFETY HARBOR, FLORIDA 34695 KOMI FOR 9M IIDM NO W9 K DRAWXG MA OM
PHONE (727) 726-I I38 KFI WfMIK MID IWICT FROM Will AD-HR-OW7
17
ADDENDUM
TYP. SHIPAOOSE PLUMBING SUPPORT
FASTE[Np TO FLOOR FRAMING
IIUIOCl1 W/ STAPLE OR NAL
MG STRAP WIPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
HIT. WiERE VS GRADE CM NOT BE ACHIEVED, NOT LESS THAN 1/8'
MAY BE USED WO A FULL S11E CLEANOUT IS INSTALLED AT THE UPPER END.
'.,,.I "L it cc DRAIN PIPNG
1. PIPE CLEANER AND GLUE SHALL ALSO BE
BY THE MANUFACTURER FOR PLUMBING Cl
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES ocg5KC(M V MS' ANDGMAWMARE. BT. R.R. o"'� 7-17-97 �� `E"�
1 CRWAL PROP TOY. Alm OOri111E11LL DRAWW TITLE'
P.O.eex 36e YA7°°"s GP Mf7I6d YWMIACnlRMC PLUMBING SUPPORT
,� : 9101 WIQIALS tA( FROmCm 10 it
SAFETY HARBOR, FLORIDA 34695 ItcrKNI MR sL=FLVM NO MASY K DRABNG NIMBEA:
PHONE (6I3) 725-1138 4/I cmnX TIAL 00 100 WN GUM AD—PL—DD01
18
NOTES:
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.
ROVED BY
l� b
INC
D HOME
YSTANOAROS
NOTICD UnAm of;
M.T. 3-30-05
J AC O BS E N HOMES THESE SKOMAYMS NO DR VWM ARE
OWCMM, PROPKTARY. MID COW=na DRAWA TRIE:
P.O. BOX 368 u c� AL SUCH ,u, �, EA ACnRMCC OPEN PORCH RAILIN S
SAFETY HARBOR, FLORIDA 34695 REGRIX FOR 9E6iIC PERPM ND MIST BE DRAWNC MAW:
PHONE (727) 726-1138 IIEPT COIUDUOK me SEW no olm AD—PO-0001
19
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDW,G 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
41 I VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 j� SEE AD-PR-7008
S HIP THIS SEC. LOOSE
(SITE -- INSTALLED)
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7OD6
ON STE PITCHED ROOF RAFTERS
TER SECTION OF TRIPLE WIDE
t TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITI- -3ITE INSTALLED PITCHED
FOR FASTENING C ,JTER SECTION RAFTERS
NOTES:
APPROVAL -
APPROVED BY
INRevised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE
DRAWN BY:
DATE:
REV. LETTER:
JACOBSEN HOMES
THESESPECWATIOWS
AND DUM SAKE
O.A.
I 10-24-07
mwl
ORIGNAL.
MATERIALS
PROPRIETARY. AND CONI•TDENTIAL
OF JACOM UMUFACRMW
DRAWING TITLE-
ON SITE PITCHED ROOF DETAILS
ILJI
P.O. BOX 368
W-
SUof MAIMALS AM pRpy�D TO
SAFETY HARBOR. FLORIDA 34695
RECPlTiT
FOR TM PURPOSES NO WST BE
DRAWING NUMBER:
® PHONE (727) 726-1138
KEPT
to WTIAL AND SECRET FROM OMM
AD-PR-7001
20
SECURE SITE INSTALLED ROOF DECKING -
WITH 7/16- X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' -
11' MIN. SITE INSTALLED DECKING ONRLAP —
FACTORY INSTALLED ROOF DECKING'
��TE /2
MAY BE RIDGE BEAMS -`
(SEE NOTE #4) A
SEE NOTE 11
18' MIN.
CROSS-SECTION
REF. PG. RC-07-0044
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED WITH 7/16- X 1 1/2'
X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 15' O.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORYINSTA;;ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NDS01 REF. CALCL C-FS3 - 88.01
NOTES: E KWU APPROVAL-
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW Al1H
2-/10 X 4 1/2' SCREWS AT EACH RAFTER DIM SITE
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RARER. (EA. SCREW TO HAVE 1 1/4' PENETRA�ON WIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
110 X 4 1/2' SCREWS 9- O.C. MAX SPACING. I 7
I SEE AD-FA-0020 FOR GAP TREATMENT BElVrLENSECTIONS John C. e�arT, P.r.
K2 Eng+nwrkV, Inc.
I
140TIM DRAW By.
JACOBSEN HOMES T-m9lancxw 6ADCRAM=Am O.A.
ax*w4- pxwmctmT. am tawro n'L DRA n
w�At IMALS OF WA FAC WAS
O P.o. eox 36e W.X= wlow ARE PROVO 10 IK ROOF T(
SAFETY HARBOR. FLORWA 346! now Re MOM FAQ AND vw [ DRAWNG µ MOM
PHONE (727) 726-1138 2WI eofl O ML AID ZMf not 80M
VARDZ .0
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
T4liNC.
ua09,2006
reoellAL Fuuu Irorc
COMfTR11C1IN ANO fA UY STA DAAOS
)ATE: 06-02—C�6 10. LETTER
OOF ATTACHMENT A
.AD-PR-7002
21
RAFTER TOP
DOUBLED END ZONE
TYP. 16' O.C.
2 X 6 OUTLOOKER
19. O.C. MAX. BETWEEN OUTLOOKERS
2 X 6 FASCIA FASTENED TO OUTLOOKER -7
STALES N. (OR t O. (3) 131 X- 3 21 NAILS (SHIPPED
(TYPICAL AT ALL CENTER BRACES)
SINGLE
REO'D
3FT. i
ad
t X 6 OVERHANG FASCIA
IS TRUSS INSTALLED ON SITE'
)M CHORD 160-
19400
c 0
2 X 4 NANJNG BLOCK
(INSTALLED ON SITE)
MIN. (3) .131- X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT. AND .
MIN. (3) .131- X 3- NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF j3 FLAT
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131- X 3-
NAILS OR MIN. 7/16' X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP k BOTTOM
CHORDS ONLY.
�— 2 X 6 OVERHANG FASCIA
ZONE ASSEMBLY NOTE -
!LED FOR SITE INSTALLATION) OUnaOM TO BE SECLM 10 M
TRUSS OF X DOUEILE TRUSSES LOCATED
IN THE ENDZONE PER FASIEIER CHART.
ONLY
OF
TYP.
OUTLOOKER FASTENING:
FASTENERS:
OUAHIIIT:
PE)MATIM
.131 PD NAIL
5
1 1g
15 GA. • STAPLE
8
1.
IS SCREW
2
r (INCL TIP)
WILOOID:R FAS1ENM HAT LE INSTALLED MANDZONE III
FRMI TOP CHARD DOMAI F PEIMAI N ALL EXPOSURES
B MAWANI (110 MPH)
20 PSF ROOF
EXTRA TRUSS MAY
10 PSF D.L.
PLACED ON EIM SIDE REF. CALLS
NDS01 C-RC-197.01-197.02
NOTES• DWEER APPROVA: DARA APPROVAL'
1. ALL TRUSSES LOCATED WITHIN 35- OF THE END OF THE ROOF APPROVED BY
SECTION TO BE DOUBLED.
00or
2 SEE OTHER -DETAILS FOR TYPICAL ROOF FRAMING. 4 ON 14 Feb 05,2008
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE / Z7�� N C C.
FASTENED PER AD—PR-7002. P�� FEDERAL MANUFACTURED HOME
John C. Doe _n. CONSTRUCTION AND SAFETY STANDARDS
K2 EnginiaeTcng; Inc.
°RA'"" �'
JACOBSEN HOMES DATE: ItEV
xo�lc� O.A. 1-29-08•
TxESE SPECFICATIOHS AID oRAr►cs ARE
oRIom PTNIPRE MX AND COlFVD ML DRAWING AIIE
P.O. Box 36B �" S °F WNWACUM
END ZONE RAPIER OVERHANG ASSEMBLY
NC = MA1ECS ARE PRDYCFD 10 IDLE
SAFETY HARBOR, FLOMDA 34695 Kmw FOR "S WO9S"vm E
PHONE (727) 726-1138 WiT Tx4FnE m AND s> m "N omm DtUWUIC Nub AD—PR-7003
22
TYP. ROOF FRAMING
16' ON CENTER
_ - - TRIPLE WADE CENTER SECTION PEAK \ _
SITE INSTALLED DEO(MG ON PITDiED NO BLOCKING REQUIRED
TRUSS SECTION k RE4AINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL
ROWS OF SHEATHNG) SEAMS BETWEEN TRUSSES
SEE 0 DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE
SITE INST I PITCHED TRUSSES
P:MIN.:VWADTH PER SHEATHING REQUIREMENT �MANUF. INSTALLED DECKING TO HERE
11
I APA RATED ROOF DECKING -�
(OR EQUAL)
ININDZNE
ALL EXPOSU11
RES
(110 MPH)
20 PSF ROOF
10 PSF. D.L.
NOTES: ENOM APPROVAL• DMA APPROVAL'
1. 1/8' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APAI RATED ROOF (24/0 Revised
SPAN RATED) DECKING (EQUAL OR BETTER). *hn�J, d-n. ;?
Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE
SAME DECKING PATTERN. IN FEDERA KMUF PINC.
D NOTE
4. FASTEN DECKING TO ROOF FRAMING WITH 1/16 X 1 1 /2' X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FlELDI
MB:JACOBSEN HOMES 1HM VEDf1CA11 S"Dwn�s AIiE °��' Br. O.A. DAZE 10-24-07 ' "�"�"
"++�- AND M oRAeaic nnF A
P.O. BOX 368 YAlERA1S Qf �AMe"YAMlFMWC
SAFETY HARBOR. FLORIDA 34695 VC SUOI NA1t1W AK FF#A L 10 "E ON SITE PITCHED ROOF DECKING INST.
PHONE (727) 726-1138 W°rt� c S p y OOD1 oRAlrlc Mew
m it AD—PR-7004
23
=' TYP, 50 SQ. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILI �G PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
OVED BY
rlIRevised
Oct 25,2007
NC.
MANUFACTURED HOME
ICTION AND SAFETY STANDARDS
NOTICE
DRAM BY:
O.A.
DATE:
10-24-07
REV, LETTER
JACOBSEN HOMES
s�a,�,u,or+s AMoR„rr<,R,u�
me+µ
YA�EFtlASR"N CONm
OF JAoYNUF
DRAWING TITLE
■„
P.O. BOX 368
W,I SUCH Mum AM MM M THE
SITE INSTALLED PITCHED ROOF VENTS
❑�LJLI
SAFETY HARBOR, FLORIDA 34695
REOT'ENT FOR SPECIFIC PIIAOM AID MUST BE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPI caaMTK AND SECRET FROM OTHERS
AD—PR-7005
24
N
I= W
MARRIAGE WALLS I I
TV. 100 SO. K CUIWTS FOR
VENTFATOI Oi ROOF SECTION
(SEE DWI FOR REO.MMENTS)
f_
100 SQ. IN CUTOUT VENT HOLES
R N
SECTION
REQUIRED 1N FLAT ROOF
(15n x SECTION LENGTIt CUTOUT HOLES::
0170 IS'-6- I
W-6. 10 31'-Y 2
31•-3' TO +6 -W 3
46'-10 TO 6 -6 •
62 -;6 TO -0 S
MARRIAGE I WALLS
I
I
I MARRIAGE WALLS
c I LOW VENT LOW -VENT
a-r■�
� I i:�l
I
950 SO. IN, VENTS R17OU1RED
`3 LR(21 VENT IN STT6 1NSTATI.ED TRUSS SECTION
r
W _ _ f-
I \- CENTER LINE OF CENTER SECTION
(an I Sum tEN K "m rat 1a Tat
3I - 10 i - I Ism
«- ID -i 2 1 Ell SK
iY 101 3 2 EA SUE '
I .w AMUN 1D OOrANG *NIS
4-r
SR I r■_�I-� TYP. 50 SO. K ROOF WKS
)j LOW VENT (SEE CHART FOR REOULREMENTS) LOW VENT
V ' 0 MARRIAGE WALLS
I 11 SITE INSTALLED CENTER SECTION OF ROOF.
ROVED BY
r pSUN 10 ?
ANC. .
MANUFACTURED HOME.-_---
NOTICE: DRA1Ni �` R.R. 01-22-04 LLY. LLIRIC
JACOBSEN HOMES IKSFEarwim&*NSA-omm
CNOWL N rAR► "CowmWAL DRAWING U
M RDOF VENTING TUARS or AI1com K&KfAcAmm -�
_ SAFETY HARBOR FLEA 34695 KWW FOWL ![ESLcAKS WM NO MST R DRAINING MAHR
FMNOHE (727) 726-1138 Is" E1JISMOILII mes m FROM UKK AD-PR-7006
MARRIAGE I WALLS
I
I
I MARRIAGE WALLS
c I LOW VENT LOW -VENT
a-r■�
� I i:�l
I
950 SO. IN, VENTS R17OU1RED
`3 LR(21 VENT IN STT6 1NSTATI.ED TRUSS SECTION
r
W _ _ f-
I \- CENTER LINE OF CENTER SECTION
(an I Sum tEN K "m rat 1a Tat
3I - 10 i - I Ism
«- ID -i 2 1 Ell SK
iY 101 3 2 EA SUE '
I .w AMUN 1D OOrANG *NIS
4-r
SR I r■_�I-� TYP. 50 SO. K ROOF WKS
)j LOW VENT (SEE CHART FOR REOULREMENTS) LOW VENT
V ' 0 MARRIAGE WALLS
I 11 SITE INSTALLED CENTER SECTION OF ROOF.
ROVED BY
r pSUN 10 ?
ANC. .
MANUFACTURED HOME.-_---
NOTICE: DRA1Ni �` R.R. 01-22-04 LLY. LLIRIC
JACOBSEN HOMES IKSFEarwim&*NSA-omm
CNOWL N rAR► "CowmWAL DRAWING U
M RDOF VENTING TUARS or AI1com K&KfAcAmm -�
_ SAFETY HARBOR FLEA 34695 KWW FOWL ![ESLcAKS WM NO MST R DRAINING MAHR
FMNOHE (727) 726-1138 Is" E1JISMOILII mes m FROM UKK AD-PR-7006
I .w AMUN 1D OOrANG *NIS
4-r
SR I r■_�I-� TYP. 50 SO. K ROOF WKS
)j LOW VENT (SEE CHART FOR REOULREMENTS) LOW VENT
V ' 0 MARRIAGE WALLS
I 11 SITE INSTALLED CENTER SECTION OF ROOF.
ROVED BY
r pSUN 10 ?
ANC. .
MANUFACTURED HOME.-_---
NOTICE: DRA1Ni �` R.R. 01-22-04 LLY. LLIRIC
JACOBSEN HOMES IKSFEarwim&*NSA-omm
CNOWL N rAR► "CowmWAL DRAWING U
M RDOF VENTING TUARS or AI1com K&KfAcAmm -�
_ SAFETY HARBOR FLEA 34695 KWW FOWL ![ESLcAKS WM NO MST R DRAINING MAHR
FMNOHE (727) 726-1138 Is" E1JISMOILII mes m FROM UKK AD-PR-7006
SITE INSTALLED
SITE INSTALLED VENT CAP OR SOLAR TUBE PLUMBING VENT PIPE
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'A') (SEE DETAIL 'B')
i
SITE INSTALLED CENTER
SECTION OF ROOF
VENT CA('
(OR SOLAR
"*— EXTEND FLEX DUCT 3" ABOVE RAFTER SHEATHING
,—FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3" ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
C
XHAUST DUCT SPLIT
AND FASTENED TO RO
)ECKING OR BACKER
VITH MIN. 4— 8D NAIL
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX (DUCT
k—SHEET METAL
SCREW
.EX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
CEILING PANEL
MARRIAGE WALLS
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
O(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
NOTES: I +INC.
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. B r3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUNDHOLE CUT N ROOF DECKING. I. JUN16
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5. SECURE STE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH
APPROVED GLUE. FEDERAL 0ANUFACTURED HOME
CONSTRU 110N AND SAFETY STANDARDS
JACOBSEN HOMES s N07CE DRAWN BY. DALE REV. LETTER:
n[sE sPEorXCIImNs AND oRARn4s ARE R.R. 01-23-04
OIbMAL PRWRIETAR1. AND CM11MMIUI DRAWING TITLE: _
P.O. BOX 368 ""'� °f JA�N "OMM TO IK PITCHED ROOF EXTENDED VENTS
.rc. wa rAtF>aAts ARE alo►ocD ro 11E
SAFETY HARBOR. FLORIDA 34695 KoPI NT roR SFEam mosES AID MIST DL DRAWING NUMBER:
PHONE (727) 726-1138 _PVT MwMl t NO. SECRET nft OMM AD—PR-7007
FIELD INSTALLED 15# FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN, 6' W1DTH OF ROOF CEMENT.
15M FELT TO HAVE A 6 MIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WDTH AROUND
AND A MIN. 6' WIDTH OF ROOF �EMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPUES TO ENDLAP iSEAMS. PERIMETER OF ROOF.
FOLD INSTALLED ROOF SHEATHING (TYP•)
I 6' WIDTH OF ROOF CEMENT WHEN
1 I 1 I OPTIONAL 150 FELT IS INSTALLED.
I � I � I � I 1 � I � � � , � , I•
I I I I Its
WIIONAL LAYER OF 15/ FELT
I
I; l �
ih1 i I
� I
ONE-PIECE SHWI E
UNDERLAYMENT
I
ROOF SHEAR% (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNOERLAYMENT 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 DECIONNG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT RE
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 150 FELT IS NOT RE
ARE JUST TO HOLD FELT IN PLACE UNTIL SHI
3. SHINGLES INSTALLED PER MANUFACTURERS IN
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT
JACOBSEN HOMI
P.O. BOX 368
SAFETY HARBOR. FLORIDA M95
PHONE (813) 726-1138
1/2'
TO
III ����.���� 1•
FASTENING DETAIL•
j ANDZONE U
(110 MPH)
ALL EXPOSURES
IN ANY AREA
APPROVED BY
Revised
(FASTENERS APPLIED
4M.d8rnl.
IN
P1 Oct 29,2007
iNC.
ARE INSTALLED
..) han
TION INSTRUCTIONS
KZ ETT GI'lii0-a 1130.
9 9+
ENERA1
ED.
CrIGHNANUAND
Hsrnucnorl nwn snFE1Y sTaHw►Ros
SARAED Y STANDARDS
DRAWN 8Y: O.A.
DATE 10-24-07
REV. LI TTER
1HM SPfCir�►NIM AM IIRAIAIM AM
ONN.M. PRMWARX W CMEO M M
DRAIM Ti -
o IS of .ucs 4% wA1m III mSITE
INC-� slla wAmaKs ARE I'A01�ED ro 1HE
HSTAILED SHINGLE AND UIIERLAV ENT.
A
AEmW m SPE!>F1C mff=I AID W K
'M 001�1D0fm Ne sr No ma
DRAWING NUM IER:
AD—PR-7008
21
MWK601
iv mi.
klUNG'
.L FAS
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
OPTIONAL SHINGLES MAY BE APPLIED TO
COVER ANY ROOF VENT FLANGE BY SECL
THE SHINGLE TO THE FLANGE AREA WITH
ING MASTIC (TAR).
SOLAR TUBE DOME, MATH NAILER
FLANGE, SECURED TO ROOF, ON
UNDERLAYMENT, AND TOP OF FL/
UNDER SHINGLES, VATH BOT70M (
FLANGE OVER SHINGLES (BOTTOM
MAY BE COVER MATH SHINGLE TAI
SECURED PITH AN APPROVED CAI
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF
STAPLES 6' O.C. (SHINGLES APPLIED UNDER
UNDER
t AT
MIN. 1' X 1' X 16 GA.
:R END OF FLANGE).
TYPICAL SHINGLE ROOF
/ --TYPICAL FIELD INSTALLED RAFTER
.105' X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
, -;
'rpAw I
INC.
MANUFACTURED HOME
C110N AND SAFETY STANDARDS
JACOBSEN HOMES i►CS[I9°ECIX-AnIp016 NO MMA..+cs AK DR NTIC""" BY: M. T. DAB 02-04-04 REV.LETTER.
aacilAL PROPIIEIARY, Aw Cpi>DElI1uL BRAZING TITLE
YAiOtIALS A RKS ARE YAM G TO III' TYP. FLASHING INSTALLATION
,VIA P.O. BOX 368 NC .9101 YA1TRUL5 ARE PROYIED 10 ftE
SAFETY HARBOR, FLORIDA 34695 AEGMI F01 9EDC PURPW AM 051 BE DRAWING NUMBER
PHONE (613) 726-1138 Wl CuNFMIK NO SiW[t FIKIN OMM AD-PR-7009
28
ADDENDUM
GENERAL •NOTES / TIE -DOWNS
NOTES:
1. FRAME 111-DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN AT
TO THE FRAME TiE-DOWNS.
3. VERTICAL TIES MAY BE SECURED iT0 THE SAME GROUND ANCHOR AS THE FRAME TIE- MONS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WIIEN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALL-rD
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TiE-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TiE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRA(1E DES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME DES 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 COATING PER SQUARE FOOT OF STEEL
a DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 9-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTi-WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON 1)P. CROSS-SECTION
DETALS) AND SHALL COME OFFITHE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED�FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLAiES.SHOULD BE INSTALLED
TO PROWDE ADDED RESISTANCE TO OVERTURNING OR SLDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE NTH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS,
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE-DOYA STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE iHAN TWO LONGITUDINAL DE -DOWNS ARE REWIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FORIAiTACHMENI OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
a ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REOUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKViG REQUIREMENTS. ALL BLOCK:VG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
- ENGINEER TP++T/p���' TIARA APPROVAL
-NOTES:
ROVED BY /kv-
THESE NOTES AND DETAILS ARE APPLICABLE a : Q' N0. O
FOR WIND ZONE 1I AND/OR WIND ZONE III. THEY = ENE8703571 •1�I T 5
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .� INC,
EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EAC TA►J� t�, ,�„�,�
6// 'T �.
NOTICE: AAA► -Vi mm '10'' C.L.Y. 5-19-95
JACOBSEN HOMES THESE SPECIMATIONS AND DRAWNCS ARE
ORIOHA. PROPRIETARY. AND O M 04TIAL DRAMNG TITLE:
P.O. Box 368 MATERIALS OF JACOBSEN YANUFACTIXONG TD—GENERAL NOTES
Nc
We 91Oi MATERIALS ARE PROVIDED 10 THE
SAFETY HARBOR. FLORIDA 34695 REMENT FOR SPEC►IC MWOM NO NIM EE DRAMNG N VSER:
PHONE (613) 726-1138 IVT CWNFOOIDA AND SECRET M OWS. AD-TD-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
s%S 0 1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR MIN. Ott. ANCHOR A.N. ANCHOR
�K EA. END OF EA ENDD OO F ANGLE
EA. SECTION YIN.im. 6 EA SECTION D;N. 6
2'-0' 2 6' 2 4'
244
'-0' 2 6' j 2 60'
25'-4' 2 50' 1 3 38'
26'-8' 2 54'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE it WIND ZONE III
FLOOR EAVE DBL HEAD ANCHOR ANGLE
4ACING � HEAD ANCHOR ANGLE SPACING WIDTH OVERHANG LOAD LOAD
26-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50'
24'-O' .12• 1 8'_0' 31501 40'-50' 6'-8' 3150# 40'-50'
254 12" 8'-0' 3150# 4O'-50' 6'-8' 3150# 40'-50'
26'-8' 12• 8'_p' 3150# 40'-50' 6'-8' 3150# 40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II WIND ZONE III
•�� � FLOOR MIN. Dtt. ANCHOR uIH. Dtt. u+D+oR
�K O� LE
W1OTH EA. OF ANGLE EA. END OF AN1� � FA SECTION NH. 6 EA SECTION DIN.. 9
2'-0' 2 50' 2 6
I 24'-0' 2 70' 3 5T
25'-4' 3 45' 3 60'
45' 3 60'
26'-8' 3
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE K
DEL HEM DBL. HEAD ANCHOR ANGLE
FLOOR EAVE SPACING ANCHOR ANGLE SPACING LOAD
WIDTH OVERHANG LOAD
20'-0" 12' 5-4' 31501 40'-45' 4'-0' 3150# 40'-50'
24'-0' 12' 5-4' 31502 40'-50' 4'-0' 3150# 40'-50'
25-4' 12' -4' 3150# 40'-50' 4'-0' 31501 40'-50'
26'-8' 12' S'-4' 3150# 40'-50' 1111 11111in '-O' 31501 40'-50'
ENGINEER DiCw���, DAPIA APPROVAL -
NOTES:
_ ``
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIRENENTS. PPROVED BYE
a Q No. O' s
2. SEE AD—TD-0011 FOR DAXI1aUM PIER HEIGHTS REWIRED FOR THE LOADS _ :• ENE8 5
TABULATED ABOW_
�•�' �� INC.
. O '•. •'� IE7ENtluw�fKiUR®1[1E
''.,'��s;' •. • O I Al . • �� �.�` RlST1UCtIOI AK1 SV{71 SiMiY1�
NOTICE rtitlTf✓I1S DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEOFICATIONS AND DRAVANGS ARE C.L.Y. 5-30-95
CRONA1, PROMETARY. AND cCNFIDEHTIAL DRAWING TITLE
MATERIALS OF JACOBSEN MANURI JrACTNG NORM. SPACING TABLES A
P.O. BOX 368 w— SOCH WATERKS ARE PROODED 10 THE
SAFETY HARBOR, FLORIDA 34695 REOPETIT rOR SPECIIC MMSES AND WM BE DRAWING NUMBER
w PHONE (813) 726-1138 IVT COf6DC DA AND SEMET rRw OHM AD-TD-0010
30
i
ADDENDUM ��
5+�
ALTERNATE TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C
j
LONGITUDINAL TIE —DOWN SPACING TABLE
WK
WND ZONE 0
YNND ZONE N
SMU
a
EA. END OF
9. e
WIDTH
io
SECI i
23-4•
2
54'
3
40'
�O
I
24'4
2
54'
3
40'
25-4'
2
60'
3
44'
2r-8'
3
38'
3
48'
30'-8'
3
47'
4
41'
(SEE NOTE 14 FOR ANCHOR ANW)
VERTICAL TIE -DOWN
/FRAME TIE -DOWN SPACING TABLE
YIN.
VAX.
I WND ZONE II
WIND ZONE 11
W�@M
OMMAANG
sN
Lm
momma
SaAdNO .
Lm ML
AN010t A161E
'23'-4'
12'
6-4'
31501
40-45'
5-4'
3150j
35'-40'
24'-0'
12'
54
3150#
40'-45'
6-4'
3150 j
35'-40'
25-4'
12'
54
31501
40-45'
5-4'
31501.
35'-40'
2V-8'
12'
54
31501
C-45'
V-4'
3154 1
35'-c
30'-8'
12'
5-4'
315DI
W-45'
54
315011 1
3T-40'
(SEE NOTE #4 FOR ANCHOR ANGLES)
I
C.. D0 ooe
°����'•���E�sF'%L��9a
ft. No 45484 m
,
uTA _�
�-O . •. �m� REF. CALC.
T
01Qp:�`' C-TD - 215.01 - 215.20
NA,
NOTES:
MUM APPROVAL:
Dw APPROVAL:
1. ME AD-M-M FOR ADaI1I M REQUITE OM
APPROVED BY
00
ON
2. SEE AD-1D-MI.1 FOR MAXIM PIER HEIGH15 RE MB FOR 111E LOADS
TABIAAl1D AM I
Jt1a,2009
DOLM
3. X-L DOM ON IIHS PAGEAftGN IE M DOUBLEU S ONLY.rIIN6..
4. *0 AMM ANGLE SHONiH B THE CHART ABOIE CANNOT TINE ACNEWEI%
INSi'ALLED AN A!'PROVED SiABBllgi PLATE.
FEDENAL MANIFACfUAEDNorE
CDNSii41CIpN AND SAFETY STANDARDS
JACOBSEN HOMES
>msP�vm"mom w
M.T. a'E 06-04-09 NAY LETTER
PE
P.O. BOX 36Na
YA1pFAlS OF AAC06SE11 YAfAI � 0
' mt�
+�TERNATE SPAgNG TABLES
SAFETY HARBOR, FLORIDA 34M
PHOW (813) 726-1138
m sm MIRM AN: THE
FMYM TO
NMI IM MM FUFM allo Ow !E
WT COFO i K AID MET Fl= 06 m
DRAWING MII■ER AD-TD-0QLI0.1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING RE -DOWN SPACINGS
MAX ' PER AD-1D-0010 TABLE PER AD-70-0010
ST)
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS M FLOOR
M CHOR ANGLE
PER AD-M-0010 TABLE PER AD-TD-0010 TABLE . PER AD-TD-0010 TABLE
FIGURE 1.0
20 FOR ALTERNATE flE-DOVV iD,THOD
0
MDR ANGLE
� FIGURE 1.1
SEB FIGURE 5.0 FOR ALTERNATE TIE -DOWN lgwA l l l r
NOTES:
1. SEE AD-TD-0010 FOR SPACING TABLES.
2 SEE AD-TD-0010 FOR QUALM OF LONGITUOIAL TIE-DOVM STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOQONG (PIER) QUANTITY AND OTHER R IQUGtE WNI
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE •C•: 6r MAXMUM HEIGHT
ZONE 2/EWOSLIRE •D•: 44' MAXBAUM HEIGHT
ZONE 3/EXPOSURE V' 40' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 35' MAXIMM HEIGHT
I
SEE NOTE 5 FOR
MAMM HEIGHT
.• Gas E ,qF .2
No IY4W 1. 7lµ
ENE8703571 =. INC,
RA<rA�ASAcru�FOE 1
• car
�AHoaArETrasaro�
' •' P '�``�;
N017C REV LETTER.
SE SPEanrATIONS AND DRAW= ARE oelw�l C.L.Y. DAIS. 3-27-95
JACOBSEN HOMES THE
ORIGINAL, PROPKTAIM AHD CONFmTK DRAWNG TITLE:
MATTFIALS aF JACOBSEH mmWAC7"G FIGURES 1.0 AND 1.1
P.O. BOX 368 LNG StJCFI TIATERULS ARE PRMO TO THE
SAFETY HARBOR, FLORIDA 34695 R{CPENF FoR 9ECi1C Kwas S AND MUST K DRAWING NUMBER:
PHONE (013) 726-1138 WIT CONFMUL NO SECRET FROM OTHM AD—TD-0011
32
RECOMME
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
PER
TYPICAL CROSS SECTION
SHOWING' IEDOWNS
m
TYP.
ADDENDUM
ED TIE -DOWN SYSTEM
TAME PER AD- 001111 TAME PER 0-1D-0011 R.H 0 0-W0111-ME IIAX
FIGURE 1.0co
�pe66iQe6pe,ss
fT
;beo9 �cc
9O. �..r_ �i •��
40 N .
srsla+ TTP CR06S-YE103Ht c®°esVsS�Ejl1iAI
7 � es�®easaeeee
ANOHm ANGLE (SEE NOTE 08) AMM ANBE (SEE WE P)
FIGURE 1.1
(OBIGN BILSED ON 951/Y 1—M OM MM 96" HN M RAO)
SEE 801E 5 Fat
*AN WIT
APPROVED BY
1. SEE AD—TO-0010.1 FOR SPAC,NG TABiES
2 SEE AD-TO-0010.1 FOR QUANITY OF LONIN1JbAL TIE-DONN
STRAPS REWRED.
,hm 16,2009
3. SEE OTHER DETAILS FOR.DIACIONO (PIER) QUANTITY Alm
OTHER REWREMOM
INC.
4. SEE AD-TU-00 FOR AMmONAL REQUIRMIM
FEDERAL MANDFACnWD HOME
CONSTR=ON AND SAFETY 57ANDARDS
5. ZONE 2/EWMRE V: 67' MAXIM HOW
ZONE 3AYPOSIIRE 'C" 56• MAMUM HEIGHT
REF. C�
6. LVIEN ANCHOR ANGLE SHOO ON AD-10-OD10.1 CANNOT
K ACtpE .
GT0. 215.01 - 215.20
INSTALL AN APPR04ED STAIRLIZER PLATE
�
N07'!C>M
WN BY
M.T.
DAIS
06-04-09
R�L LETIE L
JACOBSEN HOMES
=S, ATm AmD Nam A�
FROPFETARYMuDam
O UNAL. ,aooa wAHu
FDRA
WFIGURES 1.0 AND 1.1
P.O. BOX 368
95
m SIM MATatlALSARE PRd40ED.T0 THESAFETYONE
w7 i B 1cA
NLl6? NliillMR AD_TD-0011.1
(881R3) 7226-1136
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
(�, I MIN. WIND ZONE II WIND ZONE III
FLOOR MIN. OR ANCHOR MIN.OTY. ANOIOR
EA. END OF ANGLE EA. END OF ANGLE
v � MOTH EA ScC11CN YIN. B EA SECTION YIN. 9
12'-0* 2 43' 2 55'
13'-4' 2 50' 2 68'
VERTICAL TIE
DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
MOTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHORANCHOR ANGLE
SPACING
DEL HEAD
ANCHORANCHOR ANGLE
12'-0*
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'
13'-4'
6'
5-0,
31501
40'-50'
6'-8'
3150#
40'
j
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE II
WIND ZONE III .
(�
I
MD iR
YIN. QTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
YIN. 0
UKO1Y.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
YIN. 0
12'-0'
2
64'
3
47'
12'-0*
3
37'
1 4
33'
13'-4'
3
42'
1 3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6'
54
31501
40'-45'
4'-0'
3150171
40'-50'
13'-4'
6
54
31509
40'-50'
4'-0'
3150
40'-50'
NOTES
1. SEE AD—TD-0001 FOR ADDITIONAL REOUIREYENTS
Z SEE AD-7D-0013 FOR HAIDYUW PIER HEIGHTS REQUIRED FO THE
TABULATED ABOVE.
LOADS
ENGINEERS �'It/�
T ' •�
..'NSE
G q'••. Cc �.
Q N0. O '.
ENE8703571 -
DAPIA APPROVAL'
APPROVED BYE_
. ' 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT
4. ABOVE TABLES APPLY TO 160" FLOOR OR 144' FLOOR WIDTHS
I —BEAM SPACING, 96- MAXIMUM SIDEWALL HEIGHT AND 6" MAOO"
OVERHANG (6' OVERHANG MWAXEACH SIDE OF UNIT).
FRONT OR REAR.
WITH 95 1/2'
SIDE
I
' *
STAT'= F :'A4 ��
, .`�
',,���`��; �tio1aN,. N
,
I N C
�l7EAlt WnJK7111DIC1E
tQS1A /.IA7IMO YYCR SD IGM�
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE AAAlf7 II
THESE sPEa'1CA110NS AND DRAMNGS ARJ'
OFaGNAL. PROPRICURY. AND COMmDIim
MATERIALS OF JACOBSEN MANUFACTLPoNG
pL F S SNAND MM7 1M�E
I OUT CON MIM NO SECRET FROM OWE%
I111�T"¢ C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
DRAWNG NUMBER: AD—TD-0012
34
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
(ADDENDUM
TIE 'DOWN SYSTEM
7
1
MAX PER AD-TD-0012 TABLE PER AD-TD-OD12
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE
SEE
NOTES:
1. SEE AD-TD-W12 FOR SPACING TABLES AND NOTES.
2. SEE AD-TD-DO12 FOR OUAMTY OF LONGITUDIAL TIE -DOWN STRA
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMEIM
-5. ZONE 2/EXP05URE 'C': 30' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 48- MAXDAUM HEIGHT
ZONE 3/OPOSURE 'G': 28- MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 60' MAXIMUM HEIMT
PER AD-TO-W12 TABLE ' PER AD-TD-OD12 TABLE PER AD-TD-D012 TABLE MAX
FIGURE 1.2
2.0 FOR ALMM M--DOVK HMD
T1P. Um
SEE NDTE 5 FOR
MONLIM HDQLT
AHM ANDW --1 NR
ANQE AHGIE
FIGURE 1.3
7.0 FOR ALTE ITE N-DOU MWID
REQUIRED. �O . �G�STE9�,O�?j
DUREMEJITi � � •� No. n.
;'j EN.87035^ 71-!-
�'SYATZ-: OF r
APPROVED
JAN !I f
'INAI
'U;tMt WMfALT1�NiE
wK�w�alloartnrnNouq
JACOBSEN HOMES
No"c>r ��;'' NKll
THESE AND DRA�bgfl
� ``t�� C.L.Y.
11
5-19-95
MY.'' ""`"`
SPECi1Cl1,ION5
M KM vANUF°° AACRI c
DRAWING TITLE FIGURES 1.2 AND 1.3
A
P.O. BOX 368
pwaM TD 71E
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
DUG slot YAIERULS ARE
REopim FOA gW PUlpm AND MUST K
OM Cq WTK AND MW1Ra ones
DRAWANG NUMBER:
AD—TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-fD-0010 TAKE PER AD-1D-0010 TABLE PER AD-TD-0010 TABLE PER AD-N-0010 TABLE PER AD-TD-0010 TABLE WX
FIGURE 2.0
SEE FIGURES 1.1 I AND 1.3 FOR TYP. CROSS-SECTION(S)
..11111111111...
O E
��v ` \S E r`OCC'���
i
DAPIA APPROVAL
I. SEE AD-TD-0010 FOR SPACING TABLES
No.RFo ?
APPROVED BYE
ISEE AD-TD-0010 FOR OUANITY OF LONMDIAL TIE-DONN STRAPS
REWIRED. _
ENE87035719
5
3. SEE OTHER DETAILS FOR BLOCIGNG (PIER) QUANTITY AND OTHER
REQUIREMENTS _
�•
)
4. SEE AD-TD-DDOI FOR ADDITIONAL REQUIREMENTS
N I I \J
INC,�C"�,•.,/
"" �'.•���:_
•.�D 1 AN• •'
rtOFAIIUwslLT1/�N7E
cvmlcc,olncsr�,Yswaela
F �� �.`�
S `
A'
A�1TE
JACOBSEN HOMES
N0;10E:
THESE sPEanunaNs AH9 oRAMINGS ARE
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
DRAWING TITLE_
FIGURE 2.0
P.O. BOX 368
ORIGINAL. PROPRIETARY. An CCNMENTIN.
MATEW_ MATERIALS OF JACOOSEN MANIFA111"G
SUCHON MATEMS WE PRDED TO THE
n
SAFETY HARBOR. FLORIDA 34695
RE04NI FOR SPECFIO PJKZ kO MUST BE
/1--1`
DRAWING NUMBER:
PHONE (813) 726-1138
IVT CDI Mnk ADO FEW FROM OTHERS.
AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
i I— SDE NEW OF MAIN FnAl1E
TIE -DOWN STRAP I
SEE OTHER DETAILS
FOR TIE -DOWN STRAP
SPECIFICATIONS.
APPROVED ANCHOR WVDED TO
MAIN 1-BEAU (SEE OTHER DETAI:S
SEE W-TD-D200 FOR FOR WELDING) TO BE KSTNIZA'
RADUS CUP DETAILS AT TH". FACTORY.
(REWIRED THIS LOCATION). (MIN. 3150J WQR ONG (DESGIL] LOAD
1725J ULTIMATE LOAD.)
o° GROUND ANCHOR A.v9
SEE OTHER DETAILS FOR SIZE,
ANGLE AtiG OTHER INSTALLATION NOTES
FIG URE 2.1
SaJD HEADER (CROSSYEYBER)
FRONT VIEW
CUT INTO HEADER (HEADER) 4 MUST BE LOCATED
FOR STRAP ATTAC401 VNTNH 5' OF MAIN
(FACTORY CUT) CHA52S 1-BEAM.
P,mt SEE AD-TO-0200 FOR
RADIUS CUP DETAILS
j
I
SEE AD-'.D-C200 FOR
RADIUS CUP DETAILS
(REQURED THIS LOCATION},
(REQLWD THIS LOCATION).
—1
5' MAX •
I
TX-DOriN STRAP
SEE OTHER DETAILS
SIDE V.EIV
FOR TIE -DOWN STRAP
SPECIFICAnMS.
c
GROUND ANCOR H'
SEE OTHER DETAILS FOR SIZE,
A.YG:E ANO OVER WAIWTION Nc 5.
1--III= e FIGURE 2.2
NOTES: �ENZ;NUR LPPROVAL* DAP.A APROVAL:
1. SEE AD-TD-OC10 FOR SPApNG TABLES-
2. SEE AD-TD-WIO FOR OUANITY OF LONCITUDIAL TIE-DOIkN STRAPS RLW:RED. � -0 c-Td17c
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REGLLREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENTS �� �'f ' (^' , '•-
7 Al
%lint ILI oll"w -
ANCHOR BRACKET AND TLE-DOM
DEUCES ARE CERTIFIED BY 071'M
:CRAWN BYREV''MR:
,onca C.L.Y.
Ai6-13-95 L
JACOBSEN HOMES TrE3 SoWCAIONS AN] CRAtrlIGS AAC
o%mAL. PILmEIART. AN; cwuxto- DRAWING TITIL'
P.O. aox 36e MAra ILS Or JAC0°� WNffACTt�P* FIGURES 2.1 $ 2.2
PK SUl71 WEIIIALS AXE PROWED TO THE
SAFETY HARBOR, FLORIDA 34695 I n-&T fM SKCnC PJ000 AAD MAST BE DRAWING NUYBER
PHC+VE (813) 725-1138 and mrmi t AA7 WET new cHn AD-TD-0015
37
A
/
/
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
.r
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL S
2. ALL -STRAPS TO BE TYPE 1, FINISH 8, GRADE 1 STEEL
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REG
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM ;
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING,
GATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING. PART 159011
(SEE MANUFACTURERS INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL
CORNERS A
PROVED BY
PING, 1 1/4' WIDE
I
D PROFESSIONAL
TIP
AD SPECIFICATION
STEEL, AND SEALS.
INC.
FEDE
AL MANUFACTURED HOME
CON
RUCTION AND SAFETY STANDARDS
NOTICE: DRAWN BY. DATE: REV. UT ER:
'JACOBSEN HOMES THESE SPEOFlCATIONS AND BRAXNLS ARE M.T. 6-12-01
ORIGINAL, PROPWART, AM CONFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING
•„ P.O. BOX 368•' NNC SUCH MAIER&S ARE PROMDED To THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR. FLORIDA 34695 REOPi NT FOR SWIC PURPOSES AMC wsT BE DRAINNG NUMBER:
' PHONE (727) 726-1138 REPIICARiTDDrnAL AND SEGOFROU ORRM AD- TD-0016
38
ADDENDUM
OFFSET UN T TIE -DOWN SPACING TABLES
ZON II & III/EXP. C & D
I
LONGITUDINAL TIE -DOWN SPACING TABLE
r�
MIN.
WIND ZONE II
WIND ZONE III
WN. OPL
EA. END OF
ANCHOR
ANGLE
UK CITY.
EA. END OFANfiE
M1m
FLOOR
WIDTH
EA. gcnoN
w1. a
EA. sEcna+
1wt e
10'-0'
2
44'
2
56'
12'-0"
2
57'
3
42'
3
38'
3
50'
VERTICAL TIE-DOIYN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPADNG
DEL NERD
ANCHOR ANGLE
SPACING
Deli
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
low
10'-0"
12'
4'-0'
I 31501
40'-50'
4'-0*
31501
40'-50'
12'-0"
12"
4'-0'
I 3DO01
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'-3'
31501
40'-50'
4'-0'
�1
40'-50'
I
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND
ZONE III
MIN. QTY.
EA. END
ANCHOR
MIN. CITY.
ll EN
Ell I
ANCHOR
ANGLE
SQ
FLOOR
I
WIDTH
EA SECTION
IN
LAN.. a
EA, SECTION
ulN.Ht e
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
i
13'-4'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
11 WIND ZONE II
WIND ZONE III
SPACING
I
DSL RDS)
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
10'—O"
12'
4'-0'
3150g
40'-50'
2'-8"
31501
40'-50'
12'-0"
12"
4'-0*
31001
40'-50'
2'-8-
31501
40'-50'
13'-4"
12'
4'-0'
3065,1
40'-50'.11111i
2'-8"
30001
4T-50'
NOTES: I
EN,%, EvAt�Q�ff A
I VAt5VTD BY
1. OFFSET SECTION KITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
F Q ,•' G\5 T °r? .,
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT 1HE MARRIAGE LINE IN ACCORDANCE
THE SIDEWALL SIDE AND THE ADJACENT SEC71ON(S) ARE T
�: Q�' c� '•,
SEP 0 9 1
WITH THE TABLES ABOVE:
•;
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-CgtO).
S
INC.
C'
2. SEE AD-M-0601 FOR ADDITIONAL REQUIREMENTS.
'n �;
�4,�.'•, 9�qb ^
`
HOME
3. SEE AD—M-0021 FOR MA)OMUM PIER HERi1T REWIRED FOR THE LOADS TABULATED
/�► FED
•�IAh .•' �� `�
'�,�� �+�;'•• ....•• COi
RAl MANUFACTURED
ISTRUCTION AND SAFETY STAND
ABOVE
�G���
AC 0 B S E N HOMES
hOTlCE: ��Jlpll
TASE $PEUFICAWONS AND DRAWi S ARE
I I)�r '
R.R.J
DATE: 8-27-96
H1Ev. LETTER:-
P.O. BOX 368
CO
OMCINAI• PROMETARY, AND NFDENIm
MATERIALS OF JACOM YAWFACTUMC
DRAWING "RKOFFSET SPACING TABLES
B
®;
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-1138
RIC . SXM YATERALS ARE PROM= TO THE
REoPU:f rot SKCFX PUR W NO WAY K
PVT CDWWPJL Alm YCRET TRDM OTHERS
DRAWING NUMBER:
AD—TO-0020
39
OFFSET
TYPICAL SIDE ELEVATION (W/ OFFSET
SHOWING TIE —DOWN SPACINGS
MAX FIR AD-TD-0020 TABLE
OFFSET SECTION OF UNIT
ADDENDUM
IT TIE -DOWN SYSTEM
PER AD-TD-0010 TABLE PER AD-1D-D010 TABLE
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN KMOD
TYP. CROSS SECTIONS)
SHOWING TIEDOWNS
I
SEE NOTE 5 FOR
mmuY H0 'i
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOM METHOD
NOTES:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER RD
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT
ZONE 2/EXPOSURE D': 24' MAXIMUM HEIGHT (32' 0 24' EDE MIN.)
ZONE 3/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.)
[TABLES ON AD-TD-0020 KM APPLY
TO THESE STANDARD NULR-N'DE SECTIONS
OF THE UNIT -SEE NOTE 1, AD-TD-0020.1
TYP. FLOOR SYSIF)l--�
ANCHOR ANGLE
PER AD-TD-D010 TABLE
T1P.
ANOLOR ANGLE
FIGURE 3.2
�1P1p9tldhi VAl Qy ALTERNATE M! DOM METHOD
ENq DAPIA APPROVAL•
;g N0. Fo APPROVED BY
' ENE8703571
!` ,r
•' INC,
NOW
JACOBSEN HOMES
NOnCR
DRAWN BY:
C.L.Y.
DATE
5-11-95
REV. LETTER:
THESE
SPECIFICATIONS AND DRAVANGS ARE
-101
P.O. BOX 368
CRIGINA - PROPRIETARY, AND CONFI M71AL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE:
FIG. 3.1 & 3.2
A
SAFETY HARBOR, FLORIDA 34695
INC. SUCH MATERIALS ARE PROVIDED TO THE
RECIPIENT FOR SPECIFIC PURPOSES AM MUST BE
.,.0,
DRAWING NUMBER:
PHONE (813) 726-1138
!LEFT CaWIDEN14 AND SECRET rROM OTHERS.
AD—TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtiVN .SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS I
_:; ON =III III
m PER A0-i}0020 TABLE i I MAIL PER 9-7D-00 W PER AO-TO-0010 ME =R AD-TD-MID TA9F MAX
OFFSET SECTION ff LET
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
`„TIIIIIIIIIT�TT
",� DAPIA APPROVAL
NOTES:
tAD-m-om FOR S'AC_N, TABLES (OFFSET SS710N ONLY). `)Or��6\STFgi�F1111, APPROVED BY
2. SEE AD-m-0020 FOR OUANITY OF LON07WAL ME DOWN STRAPS REQUIRED. 1 N0. O
(OFTSiT SECTION ONLY) I NE8.703571 1 5
3. SEE OTHER DETAILS FOR BLOOC!Q (PIER) OUANTIIY AND 07HER RECIMEMENTS f
4. SEE AD-m-o001 FOR AD01UNAL REQUIREMENTS /T� 9� INC
• W � nZwAwtim MOM
lAt;TIrtDNOUE
JACOBSEN HOMES
P.O. 90) 36B
SAFETY HA,°8��3A95 . FLORIDA
PHONE (513) 726-1138 I
Nm AN
TTiESE sPEonuTTDNs u+D D7GTrNGS AAE
DRIONAL PROPRIETARY. AND CON100TTK
VATERIALS OF JACOBSEX YANUFACiI ur
m Imm MAX'tgs ARE FRONDED 10 THE
RECPENT FOt S'EtJY R/MZ NO 8M K
PVT CWMTA NO SEW FR011 OVER&
BRAWN BY: ,
C.L.I'.
DATE:
5-11-95
REV. LETTER
A
/
'H`
DRAINING TITLE:
FIG. 4.0
DRAWING NUMBER
AD— I TT� v-0022
411
ADDENDUM
ow" ALTERNATE UNIT TIE -DOWN SPACING TABLES
C & D
ZONE II & III/EXP.
LONGITUDINAL TIE -DOWN SPACING TABLE
r
II MIN.WND ZONE II WIND ZONE III
MIN.OTY. ANCHOR uIN.OTY. ANCHOR
V
1 FLOOR
EA. ENO OF
ANGLE EA. END OFANGLE
WD1H EA. SECTION
WIN, A EA SECTION WIN.. B
1
20'-0' 2
36• 2
45'
��O
I
24'-0" 2
46' 2
60'
25'-4' 2
50 2
67
I 26'-8' 2
55 3
30.
VERTICAL TIE -DOWN % FRAME TIE-DOIYN SPACING
TABLE
MAX.
WIND ZONE II
WIND ZONE III
MIN.
SPACING
D O �
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
FLOOR
SAVE
OVERHANG
12
4'-0'
36701
20'
4'-0'
39001
20'
20'-0'
24'-0'
12'
4'-0'
37001
20'
4'-0'
39501
20'
12'
6,-8.
40D 101
15'
4'-0'
3950#
22'
25'-4'
12'
39501
28'
4'-0'
3950 #
22'
26'-8'
LONGITUDINAL TIE
-DOWN SPACING
TABLE
II
MIN.
WIND ZONE 11
WIND ZONE III
MIN.OTY.
EA END OF
ANCHOR
ANGLE
MIN.OTY.
EA. END OF
AINCFIOR
ANGLE
FLOOR
k1DTH
EA SECnoN
MIN.A
EA SECTION
uDNK B
I
20'-0"
2
50'
N/A
N/A
��O
24'-0'
2
70'
N/A
N/A
1
1
254
3
42'
N/A
N/A
1
26'-8•
N/A
N/A
N/A
I N/A
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING
TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
EAVE SPACING
m' HEM ANCHOR ANGLE SPACING
DBL HEAD
LOADANCHOR
ANGLE
WIDTH
OVERHANG
4'-0.
LOADI
400011 20' N/A
N/A
N/A
20'-0*
24'-0'
12'
12' 4'-0'
400011 24' N/A
N/A
N/A
25'-4'
12" 4'-0'
40DOI 26' N/A
N/A
N/A
26'-8'
1F' 4'-0'
400011 27 N/A
N/A
N/A
��/�
ENG1`kER •APPR�1'Au.ot
��`1l
OTC. •,,
DAPIA APPROVALNOTES
�• T
�•`` '
1. SEE AD-1D-0001
FOR ADDInONAL REOUIREUENTS
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REOUIRED FOR
THE LOADS TABULA � ENE8703571 •:
' ; '-•.
ABOVE.
-
3. 20 WADES -82'
11A>DAIUU I -BEAM SPACING ONLY.
_
4. 4' MAXIMULI INSET TO ANCHOR HEADS SEE AD-TD-0031
`
��
00mcE: ""
'QR�C.L.Y.
OATS:
6-13-95
REV; LETTER:
JACOBSEN HOMES
TNEsE sKancITIONS-AND DRAwmm Am
OR GINk. PROPRIETARY. AND a7R1OQ nk
DRAWING TIRE'
ALT. SPACING TABLES
` P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
MATERIALS OF JACOM MANUFACTLFM
ING 511ON MATERIALS ARE PRMD=M 70 TWE
RECiPtNT FOR �Ecir mum Re NST ICE
DRAWING NUMBER:
AD- TD-0030
PHONE.(813) 726-1138
IVT COwmm LAND sEav ^ o
Al
10"
ALTERN
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN
SYSTEM(S)
SEE NOTE 4 FOR
MAM HEIGHT
4' MAX. ME!.]
SEE FIGURE L! FOR RECOIE+If]iDED 1IE-DOTN WHOD
IMPORTANT NOTICE:
THIS ALTERNATE ellLICATION REQUIRES 4T000 POUND ANCHORS
T W USING THIS TIE -DOWN CONiIGURATION ACREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR T1111 A DESIGN IDAD (WORKING IAID) RATING OF
4,000 POUNDS AND AN ULTMTE LOAD RMG OF 6ADO POUNDS WST BE USED. AN EQU1VOM ANCHOR MEETING THE ABOVE SPECDICATIONS RUE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES: I THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
I. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS INSTALLING
► IND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE YJ'. HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' 1-BEAN THE MAX.
2. SEE OTHER DETAILS FOR BLODUNC (PIER) OUANTR AND OTHER REQUIREMENTS HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES AD-TD-0030. RECONIkNDED METHODS1111111 ..... FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE 'C': 3X MAX VJu HpGHT I ENG[REER PAOLy1 •� VADAPIA APPROVAL
ZONE 2/EXPOSURE 'D': 27' MAXIAPJM HEIGHT _.
ZONE 3/DXPOSURE 'C': 30' MAXSfJM HEIGHT �` �C3 .•�� 1S TF�, • ",� '''�� _
ZONE 3/EXPOSURE '0" THIS APPLICATION IS NOT APPLICABLE. %10 Fij . ` � ' -r 1
NOTICE 1 ' ORAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEOFICAnONS AND DRAWTNG.'S ARE C.L.Y. 6-13-95
ORIGINAL. PROPRIETARY. AND caamENTUI DRAWING TITLE'
YATERIAIS OF .IACOM UANUFACI"G FIG. 5.0
5c P.O. EOX 368 er SUCH UATMAiS ARC PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 REMW FOR S°CCF1C RNf'09'S AM M BE DRAWING NUMBER
PHONE (813) 726-1138 I IGnT cwm+nx no Sao n= DRUM AD—TT)-0031
43
�E
ADDENDUM �g�s
Il
Dj4N�15 g V�� G
\N�
\►P
�E Og5 ET NIT TIE -DOWN SPACING TABLES S 61
` ALT. OFFS
6'
ZONE II & III/EXP.- C & D
0 �
II
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
WIN.OTY.
EA. END
EA SECTION
ANCHOR
ANGLE
uIN. A
MIN.OTY.
EA. END OF
EA gC11CN
ANCHOR
ANGLE
MIN. 6
FLOOR
IDTH
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
I
25'-4'
2 1
45'
2
58'
26'-8'
2 1
48'
3
3-70
VERTICAL TIE -DOWN I�� / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
k Him
ILOAn
ANCHOR ANGLE
SPACING
HEADNG
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
{N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-O'
40001
20'-30'
4'-0'
4000 j
20'-30'
25-4'
12'
4'-0'
40DO j
20'-30'
4'-0'
4000j
20'-30'
26'-8'
12'
4'-O'
4PDO j
20'-30'
.4'-0'
40001
25'-30'
I
LONGITUDINAL TIE -DOWN SPACING TABLE
`
WIND ZONE II
WIND ZONE III
MIN. OTY.
EA END ff
ANCHOR
ANGLE
UK OTY.
EA END OF
ANCHOR
ANGLE
I
FLOOR
0�
WIDTH
EA. SECTION
MIN. 0
EA. SECTION
WIN. B
401_p•
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'-4'
2
66'
3
48'
I
41'
3
52'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANCIE
SPACING
HEADLOADLOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
400P j
20'-30'
2'-8'
4000 j
1 20'-30'
254
12'
4'-0'
400011
257-30'
3'-2'
40001
15 -30'
26'-8'
12'
4'-0'
40DO j
25'-30'
S-2'
4000 j
25'-30'
0 S. I
ENGINEER IffiemllItfill,,��
P.
DAPIA APPROVAAPPROVAL:��I';
1. OFFSET SECTION WITH THE MARRIAGE LANE wall EXTENDING BEYOND THE ENDWALL' OF
�•
PPROVED BY
THE ADJACENT SECTION MUST LINE BE TIED DOWN AT THE uARRNE IN ACCORDANCE
1NIH THE TABLES ABOVE THE 9DEWAl1 SIDE AND THE ADJACENT SECTION(S) ARE TO
���I .•' G\$
. �.: Q� Fp'.2
No.
1-.
JUN 1 4
BE TIED DOWN IN ACCORDANCE WITH THE ALT. SPACING TABLES (AD-1D-0036).
E A % _
2. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTSSV.=NAINC,
•
L�T [(V `
Cb.: - _ v..•.. �t in SiMGV�
3. SEE AD—M-0033 FOR MAXIMUM PIER HEIGHT REOIARED FOR THE LOADS T i lE0
ABOVE.
���� •. /� � � y.�-.•' �v `�
JACOBSEN HOMES
tNESE SPECDIICATIONS AND oruwNGS�iI!![�
RI����,````
c.L.Y.
DATE:
5-30-95
REV. LETTER
DRAWING TTTIf:
ALT. SPACING TABLES
P.O. BOX 368
LN
CPoGINAL. PROPRIETARY. AND CCNFlDENTML
MAIiiEALS OF JJAAC-9BSEN MANUFAC7umG
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REW FM5P[CM M NO TO THE
Wsl K
IVT CDNIwD 4 AND 900 IRDM Or?M
DRAWING NUMBER:
AD-TD-0032
AA
\CNNo \S N� �E
��ooi ALTERN
ANISE ANGLE
ADDENDUM
E TIE —DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
YA101AAI HEIG4T
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 3.1 FOR RECOMMENDED TIE-DOTN METHOD SEB FIGURE 12 FOR RBCOTO mm TIE -DON METHOD
i IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS
TO USING THIS M-DOTN CONFIGURATION A SIYIE CREST PRODUCTS YODEL 57SH (TYPE 2)), AUGER ANCHOR TIM A DESIGN IDAD (TORIING LOAD) RATBIG OF
4,000 POUNDS AND AN ULTDIATE IDAD WING OF 16,000 POUNDS MUST BE USED. AN EQUIYB,ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES: I THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. ALL 1YJ9) ZONES AND N 807H EAPOSARE 'C AND EXPOSURE '0'. HOWEVER. BY
INSTALLING THE FRA11E PE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLDCIONG (PIER) QUANTITY AND OTHER. REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-M-0020). RECOMNDNDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. FOR FIGURE 6.1 SEE NORMAL 71E-DOWN SPACING TABLES (AD-TD-0010). ENGINEER`, ` //// DAPIA APPROVAL
S. ZONE 2/EXPOSURE
'C. 32 YAxONu HE]GHr I .�`````_ C• �; PPROVED BY
ZONE 2/EXPOSURE b': 24' MAXIMUM HEIGHT `� �Q.1 ecl ST ER�,o F'L ���
ZONE 3ZONE �NCI.
OSNRE 'D': 28' MAXIMUM T i • Q` � •�� i 5
E87;]
-• ING
;moo gv
4� r v:.�.ti:a.r_wrnrrovo
NOTICE DATE REV. LETTER
JACOBSEN HOMES TNEs< 5KCnCA7IONS AND DRAYM AK CLY. 1 5-30-95
MCINAL. PROPeIETAR►. AND OONinDNM DRAWING TITLE:
„ MATRALS OF JACOM MANUFAC ONO
P.O. BOX 368 FIG. 6.0 & 6.1
DA:. 9A7N YATERUIS ARE iRONDFD TO TItE
SAFETY HARBOR FLORIDA 34695 . RLOM M FOR'PEIIX "ft%S AID MIM BE DRAWING NUMBER:
PHONE (813) 726-1138 IIVT Cm mnk AID SE00 FROM onm AD—M-0033
45
46
�000�
VQ'�
ALTERNA
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
E TIE— DOWN
T1P. an
SYSTEM
T
I-- ANNDIOR mm - j R
ANGLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOIEIMED 73-DOTN M61HOD
1
RTANT NOTICE:
SEE NOTE 4 FOR
W=V fOGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
T1W USING THIS 'PIE-DOIN CONFIGUR►TION A STYLE CREST PRDDUCIS YODEL 57SH (TYPE 2� AUGER ANCHOR In A DESIGN 1DAD (i0RKW. WAD) RATING OF
4,000 POUNDS AND AN ULTDIATE IDAD RATING OF 6,000 POUNDS MUST BE USED. AN EQU vum ANCHOR IdEPDNG TIC ABOVE SPECIICATIONS WIDE BY
ANOTHER MANUFACTURER MAY BE USED IN LZU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANRTY AND OTHER REQUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-DO35).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXUUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WHO ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0', HOWEVER, BY
INSTALLNG THE FRAME RE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAIL
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOWNS.
)� Q�G,STE
No. A 00�2
NEa7
STATq
APPROVED BY
iNr� 5
ANC
c�..•......:.c u�rnwa�
w•�.lu.,wuvmtrrowa
JACOBSEN HOMES
NOTICE:' FF
THESE $K�,>d AM WAWM AK
Dllp%vr-.
C.L.Y.
IA" 5-30-95
1mv. LVILM
aaowx. PRCPRETARI: AND OOMF10E11TNL
MATERIALS OF ACOM MANUFAC11i M
DRAWING TITLE:
FIG. 7.0
n
P.O. BOX 368
„ SAFETY HARBOR, FLORIDA 34695
tlG 9M MATEMU ARE VROVOM TO 111E
REQENT FOR S^ECJITC KFNM NO VAT E
DRAWING NUMBER:
'H`
PHONE (813) 726-1138
IOPT C0! WTK ND SEOAET FROI 011M
AD-TU-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL IBI
ISHAL
\ COMEETIE-DOWOFF THE 'TOP'RAP OF HE IL BEAM
SEE DETAIL V
DETAIL 'A'
i
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESi N LOAD)
DETAIL IB'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP AT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USE
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNET
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLE
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
L
R DEVICE TO
CT STRAP.AT ALL
CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
�gm?N,,AT LONGITUDINAL TIE CONNECTIONS ALSO.
S/AALc
910334 y =
1 00o i�
STATE OF
IE D AND F1ED OTHER'
THESESENOTICEJACOBSEN HOMES FICATIONS
AND DRAWNGS ARE
OwCINAL.IPROPR[TARY. AND CONFIDENTIAL
ff
� P.O. BOX 368 YATMALS OF JACOBSEN UARUEACTUwNG
SAFETY HARBOR, FLORIDA 34695 INC. MI YATIMAS ARE PROMOM TO DE
REWENT FOR SPEOW PURPOSES AND MI BE
PHONE (813) 726-1 T38 KEPT CON FM71AL AND SECRET rRCU OTTERS
BY:
DRAWING
DRAWING
APPROVED EY
FMM IN
1a mo smo �
NOV 2 4 1998
M.T. DATE. 11-18_98 REX LEM:
MISC. TIE -DOWN B
AD-TD-0050
48
ADDENDUM gas
NOR AL 0 SPACING TABLES
Z NEIEI &/
III EXP C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
(�� I
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MOTH
YIN. OT .
Ell END OF
ANO47R
ANGLE
UK OTY.
EA. DO OF
SECTION
ANCHOR
MCLE
WL B
O�
EA. SECTION
ISM, B
EA.
3
40
3
25
I
I
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
I WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANGSPAONG
DBL FfAD
Lom
A40KR MICE
SPACING
Dg� "
LOAD
ANCHOR ANCIE
30'-8,
6'
6,4
31501
41-46
5'-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
,I
MIN,
WIND Z014E 0
WIND
ZONE 01
v
FLOOR
►K OTY.
ANCHOR
uuL OTY.
M+aal
v
WIDTH
� W Or
m
SEC
ANGLE
U
�QO�V I r
ESECTION
Mill.
U TIM
36-8'
4
42
4
25
I
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
I WIND ZONE 0
WIND ZONE 10
WIDTH
OVERHANGOVERHANG EAVE
SPAONG I
D OAD AD
AN01dt ANCtE
SPACING
LOAD
LAD
ARQI<>ii ANGLE
30'-8'
6'
4'-6' I
3150l
46-50
4'-0"
31501
49-52
WNNONE III
(110 MPH)
20 PSF ROOF
10 PSF O.l.
I REF. CALCS G 4i4 - / 4, 01- !f•
NOTES,
EN % T • 'Y�� •,,
DAPS APPROV$ Ap 0 S
IOV
/Q"O
1. SEE FULL ADDENDUM
FOR ADDITIONAL REOUIREMENTS.
6G\No. � i
APPROVED 8Y
.
2. �lM1E�DoAfI11�FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
910334 =
y
oeo x
-� STATEN114
INC.
",C��' O ��
%. ..`
FtoLRuwrAlrwnuKow�
coanoaa+uos+uLtrstAra�
�
NOTIC AWN BY: DATE: FV. LETIER:
JACOBSEN HOMES THESE sKaF1GLnm ANO cRAnracs ARE M.T. 2-8-99
■
ORIGINAL. PROPRIETARY, No OMMNnIL DRAINNG TITLE:
MATERIALS OF AACOBMN M*IlXACIIRINC
P.O. BOX NORM. SPACING TABLES
FLORIDAWt 9" MATMALS AM PROVIDED 10 rdE
SAFELY HARBOR, ORI34695 RECNFHt FOR sta1C RIRPM AM Oust BE DRA%V4G NUMBER. AD-Tit-0070
PHONE (727) 726-1138 IQDI1I PT WIFIDAL AMD SEMO FROG omm
49
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-m-wo TABIF
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
, ...'. rM W-W-ww TALL rLK AU-IU-Mg TAKE MAX
FIGURE 10.0
20 MR ALTERNATE 19-DOWN WHOD
�� FIGURE 10.1
3E SO FOR ALTERNATE M—DOWN METHOD
REF. CALLS.
s SEE NOTE 5 FOR
NAAMW HEIGHT
N
C'v4- f(,D[•- q/, /
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES:
tH E• • • •"�l� '�•
R�� �%
DAP1A APPROVAL.
1. SEE AD-TD-D070 FOR SPAM TABLES
_J_ :'e``G No. �••
APPROVED BY
2 SEE AD-TD-0070 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REOURED.
3. SEE OTHER DETAILS FOR BLOQONG (PER) WANTITY AND OTHER REOUIRE)IENTS.
_ 910334 =_
4. SEE FULL ADDENDUM FOR ADMIONAL REOUREMENTS.
STATE OFIN
14
5. ZONE 2/EXd'OSM V. 56' MAXIMUM HEIGHT
►
*.�Q•'• , P'� C��'F'
'% ��: ' !VD A ��.`
INC.
ZONE 2AXPOSURE V. W MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 56' MA*MUM HEIGHT
• 1
'�i�
•�-
TYOMME
MM
ZONE 3/0POSURE b': 40' MAXIMUM HEIGHT
/���s�••.
����
C
i 6 Aui
J AC O B S E N HOMES
N°Tld
TNESE S�Ecs1cAT1INs A!D DRA NGs ARE
DRA
M.T.
DATE
3-1- 99
REV. LETTER:
DEADowoMAt,
P.O.
P.O. BOX 36T!
PaOPwETARY. ANp coraFOEnTK
MATENAlS OF JACOBSEN YAMIFAMMNC
DRAWING TITLE-
FIGURES 10.0 AND 10.1
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
INC. S)CH MATERAIS ARE PROMMm M TW
REWIM FOR 9Ecf1C ROWS AND WST BE
IM CWPDENru1 00 SECRET Tna Ono¢
DRAWING NUMBER:
AD— TD-0071
'i
ADDENDUM.
NORMAL �IE-DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+� MIN. WIND ZONE U WIND ZONE 01
FLOOR UK O Y. OF ANGLE Ek DO EA. DO OF ANGLE
WIDTH Ell SECTION MDL 9 EA. SECTION UDL 0
15'-4' 3 45 3 35
,Y
VERTICAL TIE-DOI' N / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
%IDTH
MAX
EAVE
OVERHANG
I VAND ZONE 11
WIND ZONE 10
SPACING
I DBL t
LOAD
ANdIOR ANGLE
DIL HEM AHR ANGLE
SPACING d10
LQAD
154
6' EACH SIDE
6'-10'
3150
40-46
5'-6'
31501
42-47
j
LONGITUDINAL TIE -DOWN
SPACING TABLE
FLOOR
VADTH
VAND ZONE
II WIND ZONE
III
uQl aL
EIS END OF
EA SECTION
ANOM UK CITY.
ANGLE EA END of
MOL B EA SECTION
F
3
30 4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX I WIND Z(X4E n VAND ZONE III
FLOOR EAVE DBL HEAD DL HEAD ANCHOR ME
WIDTH OVERHANG SPACING LOAD ANdIDR ANGLE SPACING LOAD
154 6' EACH SIDE 4'-6' I 31501 42-50 4'-0' 31501 44-50
NANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS. C w d - % 2 . �/! - % 2 , r!G
� nuuu� I.
NOTES: EN(#`N`�R ov rl(�'10"" DAPUI APPROVAL•��
••.,F
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS. �` �P �osTE qio.. APPROVED BY
2. SEE AD-TD-0073 FOR MA)(It4JM PIER HEIGHTS REQUIRED FOR
THE LOADS 910334 s
TABULATED ABOVE
1. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. '. =
-a •. STATE ? �+ _ INC..
4. ABOVE TABLES APPLY TO 184' FLOOR WID1HS WITH 95 1/21 ��•., P;� �� Ruwweclurto
I -BEAM SPACING. .6' MAMMUM SIDEWALL HEIGHT AND 6' MA)OMUM SIDE�`` lam
0 -i � � _� Lo16gIC101NOGfkTTi1610M>»
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT). S .
rb
JACOBSEN HOMES NOTI IIII Own DA'D REV. LETTER
THESE SPEa1CATIONS AND DRArMCS ARE M.T. 2-8-99
® oROIAL PROPIWART, AND CasgENTI& DRAWING TITLE:
1" P.O. BOX 368 W- SlicH AT .lAcoeSEN uANUfAC1URwD NORM. SPACING TABLES
uiG SUOI YAIiRIAIS ARE PRoviOCD To iHC
SAFETY HARBOR, FLORIDA 34695 REMDO TaR SPEOM FMMS uO MAT K DRAWWC NUMBER
PHONE (727) 726-1138 ASPT caAxNTa AND SEMI raou otNDls AD-TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAIL PER AD-ID-0 2 TABLE PER AD-101-0012
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
SEE
SET MOM HEAD
IN FROM SIDE
OF NONE (TIP.)
SEE
NOTES:
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES.
Z SEE AD-TD-0072 FOR OUANITY OF LONGTUDIAL TE-DONN STRAPS
3. SEE OTHER DETAILS FOR BL=W (PER) OLIMTITY AND OTHER RE
4. SEE ROLL AODEFEUII FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/0P'USlIRE V: 56' MAXIMUM HEIGHT
ZONE 2/0FOSURE V. 56' MA)aMLIM HEIGHT
ZONE 3/WOSURE V: 56' MAXIMUM HEIGHT
ZONE 3/01POSURE V.- 56' MA)OMIAI HEIGHT
PER AD-TO-0012 TABLE PER AD-TD-WiZ TABLE a PER 0-TD-0012 TOE * MAX
FIGURE 10.2
20 FOR ALTERNATE 711-DOTN METHOD
T1P. FLOOR
s SEE NOTE 5 FOR
MAXWM HEIGHT
ANCHORANGLE ANGIOR
AKIE
FIGURE 10. 3 VANDZONE III
(I 10 MPH)
;URE 7.0 POR ALTERNATE 19—DDVN IDiMD 20 PSF ROOF
10 PSF D.L.
Tiff CALLS. �' • 446
EN�IpiK,YePI1fWAC' DAPIA APPROVA'
c,qGNST E,?
No. APPROVED BY
910334 60rP
STATE CF :'� INC
JACOBSEN HOMES THESE SPEOXADONSEAM M AMY. M.T. DATE: 3-1-99 REV. LETTER:
ORIMAL. PROPRIETARY, AND COF MTIAL DRAMANG TITLE:
MATERIALS OF JACOBSEN MANUFACTURING P.O. sox 36e INC. am MATERIAB AREIOED PROYTO THE FIGURES 10.2 AND 10.3
SAFETY HARBOR, FLORIDA 34695 REOFIENT FUR SUM PUST PPIES AND WBE. DRAWING NUMBER
PHONE (727) 726-1138 MR CONRONTI& AND MUO FROM UMM AD—TD—DO73
ADDENDUM �s
OFFSET UNIT
TIE -DOWN SPACING TABLES
ZONE
II & III/EXP. C & D 11
I
LONGITUDINAL TIE -DOWN SPACING TABLE
(+1
MIN.
1MND ZONE A
WIND ZONE Ill
WL OTT.
ARM
WL OR
ANOM
FLOOR
WIDTH
EA. ETD OF
ANCLE
EIL END OF
ANQE
EA SECTION
UK 0
EA. SECION
mK 9
�O V I
12'-0'
3
47
3
61'
Y I
13'4
2
54'
3
41'
15'-4'
2
54
3
41'
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
JMND ZONE I
WIND ZONE 0
SPAM
LH
MNONOt ANQE
SPALNG
�
Awlim ANQE
WIDTH
OVERHANG EAVE
12'-0'
12'
S'-0'
31501
40'
4'-0'
31501
39,
13'-4'
12'
5'-0'
j 31501
41'
4'-0'
3DOO1
40'
164
12'
5-0'
31501
43'
4'-0'
f
4T
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
NtH. QTY.
ANCIIOR
MN. DTT:
ANCHOR
FL00R
MOTH
FA END OF
AN"
FA EM OF
ANGLE
O� I
FA SECTION
UK D
EA SECTION
WL 9
12'-0'
4
45'
4
60'
114
3
45'
3
60'
154
3
45'
3
60'
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
I
WIND ZONE I
WIND ZONE m
SPA=
ILOAD
MONoa AWE
SPAwG
In
AMONOTI ANIIE
FLOOR vmTH
OVERHANG
4'—O'
31501
40'
S—T
30001
w
13'-4'
12'
4'-0'
301551
41'
3'—T
3=1
39'
15-4'
12'
4'-0'
30m1
43'
3'-0'
30DO%
41'
NOTES: c- FL - 1-6I 12-
DNQHW A,P+PjNQ1/ILA • i f l,,,,.,
FEF. CAux C -- V - 17, G -
17 r O
FSET HE MARRIAGE LINE WALL EXMIDING BEYOND THE ENDWALL of
IN
THE ADJACENT SECTION MUST DE TO DOIMI AT THE MARRIAGE IACCORDANCE
1. OFSECTION MIN TBO
•i` ••• '•O��
•`� �G•'��tiF�C,4r ;�f�i+�A
G 0+
RMbMtD BY
NTH THE TABLES ATHE SIDEIMALL SIDE AND THE ADJACENTRE
- SN C110N(S) ARE TO
�� � � :
BE TIED DOIMIIN ACCORDANCE NTH THE NOTMAL SPACING TABLES (SEE AD-TD-0010
•
JUN
FOR 12'-0' & 13'-4' WADES, AND AD-1D-0070 FOR I5'-4' T11DES�
2 SEE AD-1D-0001 FOR ADDITIONAL REWRB"TT.
• #
STA
�.
INC.
I
I SEE AD-TD-00B1 FOR MAIOANM PER HEIGHT REQUIRED FOR THE LOADS TABULATED
ABOyE
s
•.Al �• Q
•. ORID •• ��.i
I v
LMANLOCTWOHOIr1E
JACOBSEN HOMES
nm s °mm k"m oNT•6-8-04ffmaw.
SW 11M
OFFSET SPAgNG TABLES
",IAcaegn
BOX ass
PItOPIf my. MDOR
wPA,
W, WQI HAMM AM
mmm
AD—TD-0080
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
I� ow PR STEM PIAIrWORAMING
53 1 o
MAIL PER AD-1D-
OFTSEF
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TARE
TABLE
FIGURE 11.0
SE rM. 4.0 NE 1LM&R S 72-DOIN MMOD
TYP. CROSS SECTIONS)
SHOWING NMOWNS
SEE NDTI: 5 FDR
LRAM NOW
i TABLE
TARE
[TARES ON 0-1D-M MM APPLY
TD sm SPI = ILLA-M SE>rolllS
OF ME LBR -SEE NOE % WM-M]
T1P. FLOOR SY51E11--7
TV.
) TARE
TARE
r r- AIA -I 'q t OIOR I— No= ME AMAuE—I It
C4� �gF �•
FIGURE 11.1 c-sv- ���c(- t6� rz� FIGURE 11.2 c- Iv ► �•� pr
S>� RM U MA AL1tMM 111-Doer I sa. cos WE= M-Dow JMD
XOTES: �. I 4 �I DAPIA APPROVAL•
O if
1. SEE AD-TD-0080 FOR SPACM TABLES (OFFSET SECTION ONLY} : ,••''{;Fj '•••. d� PPROVED BY
2 SEE AD-M-0010 FOR QUANTY OF LONaTIADIAL TE-DOMM STRAPS REOLIM. %� C �A '••
» .G o. 00454 ✓
(OFFSET SECTION OPL . e
I SEE OM DETALS FOR BLOCIQRG (PER) QUANTITY AM OTHER REQLARE1+ffNTS. J U N
4. SEE AD-M-OW FOR ADDMONAL REQUIRE MS. p� : y INC.
I �.
5. ZONE- 2/ PORK 'C': 46' MAM M HEIGHT r + I �J
ZONE 2/EID'OSIIRE b': 40' MAXWM HM-36' FOR 12'-0' WIDE UNITS 9 fi� .�� y't ERAL UFACTUREO HOME
ZONE 3/E�0611RE V. 4r MAXEIAM HUGHT '��� •�••. f 11•' �44 �, RUCTION AND SAFENSTANDAROS
ZONE 3/E paw V: 40' MA)O A HETQIT
Nonce �' ' .R : PRANN DATE REV. L£ftFR:
JACOBSEN HOMES , CFiCAma AW O AMM AM M.T. 6-8-04
ElAmn MUL PROP1iUM. NO COrrFloo Q WAWA TITLE:
ETY
Illwo P.O. Box 366 MAMM � ACFIG. 11.0, 11.1 & 11.2 A
SAFHARBOR, FLORIDA 34895 MXFW FW 9plilc PIVM AND MIST BE DRAW,
PHONE (727) 726-1138 OF CMWMX AID SLIAET FROM OHMNW8MAD-TD_0081
ALTERNATE ' OFFS
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
UAL
01777 SELT1011 OF UNT
DENDUM
UNIT TIE -DOWN SYSTEM
NAL IPER AD-TD-0070 IATtE
Ot AD-M-00 TABLE
URE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD-1E1-0380 FOR SPACING TABLES (OFFSET SECTION ONLY .
2. SEE AO-M-OW FOR OUANITY OF LONGITUDIAL TIE-DO1NN STRAPS
(OFFSET SECTION ONLY)
I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER RE
4. SEE AD-TO-0001 FOR AMORAL REOUIRENENTS.
PER AD-TO-00T0 TABLE PER AD-TD-OD70 IANlI
dt AD-71)-0010 TABLE OR AD-t II= TABLE
SEE G,00, PG,
�- sd - 16 • Gi - 16 . A'Z.
J
-SECTION
I STEW
? 910334
* yes !
-o STATE or r:44
XIAJ
.,
'�Ssi� ai :� � i I �•� �..�,
:Ric. h;!k':FACTtIRE7 ii^°,.
STRLIGTIc7T7 Ah{1 SAFE! Y STA :DAR;-!`S
JACOBSEN HOMES I NOTICE: DRAW BY: R.R. DATE: 5-9-01 KLv. It RLR-
THESE SPEOMIIONS AND MAW= ARE
&IDWAL. PROPRIETARY. AND CMFM11AL DRANING TITLE:
P.O. Box 36e 1iATE14ALS OF JAC0tTSE11 UMNAt1URJNG FIG. 12.0
SAFETY HARBOR. FLORIDA 34695 I O�iF roR PwPOtaEs A rm K ORATING NUMBER:
PHONE (727) 726-1136 R 11 CptlWIILL AND SECRET FROM OTHM AO-TD-OW2
56
ADDENDUM
SPA ING tt 'ON
108" HIGH SIDEWALL TIE —DOWN TABLES
1� 0
ZONE II & HI/EXP. C &
I
LONGIT
INAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE III
WL Of.
ANOICR
Mx on
mcm
FLOOR
WIDTH
Q0
A
EA. ON
MQE
SfOA1ii
ci
WLA
Ell SECADN
SEC
WLA
O�
26'-8'
1 3
42'
3
53'
I
I
I
30'-8'
j 3
52'
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
i SPACING TABLE
MIN.
MAX.
WIND
ZONE I
WIND ZONE 6
SPAM
I
LOAD
MOM ANaE
SPAM
°��
MOO ANL1E
WIDTH
OVERHANG
26'-8'
6'
6'-8'
31501
40'--50'
5'-4'
31501.
40'--50'
30'-8'
1 6'
1 6'-8'
3150 j
40'--50'
5'-4'
31501
40'--50'
j
LO rwI
INAL TIE —DOWN SPACING TABLE
MN, .
WIND- ZONE I
WIND ZONE YI
Ty rSTUEsCmi
man
mQE
WL 01y.
Ell EW OF
mm
ANDE
FLOOR
WIDTH
MIL 9
EA. SECu
WL 9
Q�
26'-8'
4
41'
4
57
I
I
4
51'
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE A
WIND ZONE III
SPAM
k
Mal
SPCM
AUOViMG
Lm
NOUR ANO
FL
E
26'-8'
6'
5'-4'
31501
40'-50'
4'-0'
31501
4(r- 45'
30'-8'
6'
5-4' 1
40 -50'
4'-0'
31501
40 -45'
.31501
YNNOZONE N1
(110 MPH)
20 PSF ROOF
10 PSF D.L
cAus c
rle
UPTES:
F7 ` IL; , • , e,
' •S1FlC''�
DAMA APPROVAL:
I.
�; cpq t_ s'
APPROVED BY
1 SEEM Di
ADO= FOR AoGMAL REOURE MT&
No.0045484
2 SEE *-M-M FOR MMM PIER M IM REQURm FOR THE LOADS
LOro
TABU XD ABOVE.
.,
l A
(�
FEDERAL MANUFACTURED HOME
•.,r rrFREo E��
GUISTRUCTION AND SAFETY STAMOANS
'ants
JUL 27 2[Klk
JACOBSEN HOMES
NOT��
s>�1anaNs No ow►�1cs �
MANBrDATE-REV.n+�
M.T.
07-20-04
LETTM
OMK•1
P++"ETMRX AM WfUn&
DRAWN TlW_-
P.o. Box 366
11700"s
NG WW
OF MOM U N WAMWO
YAMIMS XF F WADED 10 IM
108' HIGH SIDEWALL SPAaNG TABLES
SAFETY HARBOR, FLORDA 34695
LEM PHp1E (727) 726-11-M
next
IQPf CGI%�1
FM SW PurM Me W9 E omm
nx me swu 1Aoll
DRAWN MA18M
AD— TD—D083
66
TYPICAL SIDE n FVA nm
wx FER m-m-omo
ADDENDUM
TIE40i9N SYSTEM
FIGURE 10.0
I
TYPICAL CROSS SECTION
SHOWN MOM TIP. "m sm TV —t Wss
smmis0
YAl0" Homy
�--mm ANTE mm mu--_J
FIGURE 10.1 (; 0 � N
d SF ROOF
I REF:C
NOTES: DAM
APPROVAL•
1. SEE ADID-M FOR SPAM TIDES 0 •••'''IF • �i
APPROVED BY
z SEE Ao-TD-aoa� FOR aANTr OF lON4nID1Al TE-OOvN STRAPS REOUAtkD
3 SEE OTHER OETALS FOR KO0= (PER) OUANnTr AND OTHER REQUI mom : b . ,014
4. SEE FULL AOOEl01Ji1 FOR AOO TIONK REGURE imm
it r
S ZONE 2/EGOSi1RE V: AMMUMM" NEWT
GGHT I y (� ♦ INC.
�.
IQE 2/b�IRE b': Zr2]' NA7GI�IU11 HEIGHT� ,�., , �: Q• t. I \
ZOIE 3/E7v �C': -V YAMW HEIGHT �� �, �ORIa • ' •
' ..:.•!' �� FEDERAL MANUFACTUREDHUME ZONE 3/E�OSURE b: 32' YAbAIUY Ff1CHT ���,�sT� � ��,��� CONSTRtICTI0NAl1DSAFEIYSfa�1DAHU$
e. ALL ssTCAtrons ARE eASEn ON 20' ROOF AHCLE YAx_ I •.,, ED,��
JACOBSEN HOMES >! oNOT`MIA o�►,.�sARE ft., M.r. 0A1Ec o7-20-04 REV.`Ei°�
a KK4. PttaFreVAW. NO OmmmiL DRI►MIC 7AE;�;
P.O. Box 366 NAB CF OM M ~Acnr FIGURES 10.0 AND 10.1
Mc star wTFsM AW PROIfaFD To THE
SAFETY HARBOR. FLOF40A 34695 F8ZP X Fvt ?M F1F�OiS NO tA1ST K pRA MAI ER
PHONE (727) 726-113E WT mi Oft AM 9,aFtT 1Wt NM AD-TD-0084
w
ADDENDUM��R
108 HIGH SIDEWALL TIE -DOWN SPACING TABLES 5�E 0 'ON
ZONE II & III/EXP.. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
\,
t MN. WIND zx I WND ZONE II
L1QL on ARM BILL on Mon
� Ell Be OF Mai u QD a: Mai
O { Eel 5ECD01 WL 1 G SiCDOI OL B
2 58' 3 ' 43'
24*-0 1 2 62' 1 3 45'
I - .
I
VERTICAL- TIE -DOWN FRAME - TIE-DOYN SPACING.. TABLE
WN. MA.X - I WIND ZONE 1 WIND ZONE 19
FLOOR EAVE ML WLp
1MD1H OVERHANG sPAanc I m AMQgR ANCIE sPAac DLL AN0lai AxQE
49'
V-40
3150
45'
24'-0'
6'
6'=8' .
3150
49'
5'=4'
3150
45'
I
LONGITUDINAL
TIE —DOWN SPACING TABLE
MN.
WIND ZONE I
NO
ZONE II
O
FLOOR
WID �
Nk m AWM
EA D o OF Aw
EA 5EL:IICN uL i
Im 4TE
EA. DO OF
EA 5ECU01
ARM
ARCIF
VIX 0
2S-4:
3 48'
4
43'
14 -0
3 50'
4
.45'
VERTICAL TIE —DOWN
/ FRAME TIE—DOYN SPACING
TABLE
WIL
MAX
WIND ZX 1
00 ZONE 11
YAOTHH
OVUMG
I m
ANRIQt ANQE
sPAac
ANG1E
LOADANfSIOR
21-40
6'
5-40
31
4T
4'-0`
31RI
43'
24'-O'
6'
5-4'
1 31501
47'
4'-0'
31501
4Y
108' MAX SIDEWALL kOGHT
WINUONE B/IR
(110 MPH)
20 PSF RODF
IO PSF DL
NOTES, :
I. SEE FULL ADOENOW FOR ADOI110% REWIrf]A:lM
2. SEE AD-I0I-0e6 FOR YAMW PIS REDO REQJM FOR RHE
TABULJITED ABOVE.,
JACOBSEN HOMES
P.a wx 31e .
SAFETY HARBOR, FLORIDA 34695
PHONE (�27) 726-1138
IU. CALCS
,`�atarI11117F�,
i
DAPIA APPROVAL•
�C� G�t'i1F.�,,9 ^;•. ✓ ,µ APPROVED BY
� JON A
s Det:.13,2006
V. In
I RE V .
y V ATE OF 4L FEDERAL MANUFACTURED HOME
EOioat AND SAFETY STANDARDS
NOTIC& 2G31 B1: DATE WY. LETITA
3B ARM AN DRAUM AN R.R. 11-28-06
RQFfK1AR1L AM OMMIL DRAIWC A1LE
OF aMxSH "" '"e 108" NCH SIDEWALL SPACING TABLES
ulwa.s Luc rn0� To tta
t =U no= Am aw K DRAW C MJM88t
DmL so =a nm OHM AD-TO-0085
58
TYPICAL SEE ELEVATION .
TYPICAL CROSS SECTION
SHOVIING MEDOW
L
ADDENDUM
TIE=DOWN SYSTEM
FIGURE 10.0*
TIP. (LOMISUD T1➢ DCo65-1m
__mm I ,
ISM MOU s F91
KUM 1[n1T
P
MDKR MU IN AI'PR01ED STAMM
SET ANdIOI iEAo
� l6UM WIN MDO SNIFT VMCK
WINDZONE 1J0 .
a�
FIGURE 10.1
2o
cT
r5F ROOF
10 P3F D.L.
REF. ULM
NOTES:
0.+�
oAPu► APP ROVAL.•
1. SEE AD-TO-M MR SPACNC TABLES
`' ........ ,
.` �O: �tiflC,T j}•t'ir �:+�
APPROVED BY
i SEE AD-10-M FOR aAIM OF LCWTWAL iE-Dom WRAPS REWIRM
3. sa oDlE71 DETAILS FOR itoOWG (PEA) cumnTY An om kCUltEMam .,
4. SEE ALL AODDVJM FOR ADOTDONAI REOMEYENTs
N].
;
Deo 13 2006
+
PlN
S ZONE 2/EMPDA$E Y 4C YArAM FEIGff
ZOIE 4/EkPOSISiE'D: 2� YAIOLMMi FiIpIT
..
��
C.
ZONE 3/BPMKV. 41�LAMM3I MW •
ZONE bt ]S• YAAMUY HEMafTI
:. +n r :
'� ;
`C
►eWOU Wort
coMslwcrnM AND s+�E1r srAMowios
6. All 9?EFICATV3 ARE BASED ON 20• ROOF ANGLE MAX NO
9DEWALL FIEM?ii
106• MAX
�'+ • : opt
♦ V/f�. •• ti
JACOBSEN HOMES
A3so
OMs,�>°� AK
I x
R.R.
"x-
11-28-06
In LEM
P.O. Box 360
MOUL PRorKM AO V"WER14
DRANK TITLE:
FIGURES 10 AND 10.1
SMST HARBOR, n.ORIDA 34693
we20 HAIVU0 ,,K WAMPK 10 INE
rv+a7lm vwm rAmo Am mm K
DRANK MA40 -
PHONE (727) 726-1135
Oaf CmMINA. ro Sao "= ORa4
AD—M-0086
I
r —
= o
59
ADDENDUM
(108 PIDEWALLP)
NORMAL TIE —DOWN SPAG�INC TAB[.ES �`,
ZONE I1 &III/EXP. d & D
I
LONGITUDINAL TIE —DOWN SPACING TABLE
r �I� *No zakE R Z* Ik
FLOOR Vk OTC i dtOF
r. v TM EEl SEECiTO iliE a �t do
Ilk s
O� 12`-0` 2 53' 3 40,
13 -4` 3 31' 3 46'
3 45' 4 40'
I
VERTICAL TIE— DOI WN / FRAME TIE —DOWN PPACINO TABLE
V N. VAX I WND ZONE tl AD ME 11
FLOOR EAVE SPA* I Vila µw. SPA* VAx M µOR µGE•
ODTH OVERHANG HmT
12'-0' 6' EACH SIDE 5-4' 72` 35' TO 4(r 5-4' w 45'
IS-4' V EACH SIDE i 5'-4' 80` W TO 40' 54 42' 4S
15-4" 6` EACH SIDE 5'-4' 80` 40' 5-4' 46" 45'
I
LONGITUDINAL TIE-- DOWN SPACING TABLE
oN TONE II ZaNE 11
1 ` FLOOR Yk Ott On
ik *DIN EA �ll* ILL e* EA. SECAON
3 44' 4 41T
13'-43 52' 4 45'
15'-4` 4 44' 1 4 56'
I
VflRTIGAL TIE—DOI N / FRAME TIE —DOWN ¢PACINU TABLE
VAX 1 00 ZONE 1 ZONE el
FLOOR EAVE SPA* VAX PIER , AM SPAON6 IIPER A pa µGE•
00TH OVERMANG
HWT
12'-0' 6 EACH SIOE 4'-0' 72` 37' 4'-0' 34" 40' SO 45'
13'-4' 6 EACH SIDE 4'-0' 72` 40' 4'-0" 38' 40' TO 45'
154 V EACH SOE 4'-0" 80 40' 4'-0' 42' 40' TO 45'
• NOTE: WHEN ANCHOR ANGLE FROG( VERTICAL CA 40T BE REVckm
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE 15 FOR HOLIES SET IN FLOW 1)
q; 1` ^ r, DADA APPROVAL
NO W: �,��• (� ��;: j4 �., :� A� APPROVED BY
1. SEE FuL ADOE1 4 FOR ADDITIONAL REWREMI M ' i�;: • 'r '
2 TABLE BASED DN ANCHOR jI0RIQ11C LOAD OF3,150/ AND DIAG011 i if TO
OSIo eta ^' Mar 25,2008
OPPTE BEAIr1�'•
N INC.
I 4A>< EAVE 09MANG RUM TO OVERHANG AT S1aE*ki NOT MAT OR REAR FEDERAL !MANUFACTURED HOME
1A81E5 APPLY TO 144' 16O'. AND 184' FLOOR 1�TFi5 iH 95 1/2' • ��' >� cOHsmucrtOHanOsacEirsuxonaOs
4. 1-ffAy SPAOK 10B WAmyt� SOE�ALL TiMT AND fi� 11�i WE
OVERNAI(G (6' OyER11AI1C IIAtc CACH 9DE 6 lR6Ti, •. 5�,�'•.,.� P: p i•o
5. STABLITER PLATES ARE REWIRED ON SIDE*ALL AN04M AND LoNTUDNAL ���� u^��;'•••• • �_��} '` `4
ANDRIRS SET IN n.ORQk SEE DVV R18E 1k uAcnNE yARCH 29. 1999. �4 f3�[} E • � 4
OA c BATE: REV. LETTER:
JACOWEN HOIvtE,� "0R0�g D.I.T. 12-11-"07
� �[Cs�tA1�5 AkD ORAj111G5 AA[
rk PRoraErARx TIAt DRAW T1nE
T=� AIpIFACUA*G NORM. SPACING TABLES P•O. Box 360 ArwkS A[ vR VW 10 a4
SAFEPHONEE((727) 726 D 138 95 �wo odl►aE4 AIp � DR G AO— TO-00B7
60
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
u r. SA umm . , , I". " LFiJf"
0
A
►iat XQb
IRS LOCATC9
Trio PER SHEARWALL3
14 srwttars}
pB-ooT"ts Rt�JfiD
50E NOTE T SK NOT T
SEE NOTES 2 mo 3.
vr. Snr UDCM
n. aSAY m
0
Mot
REdD
rat Ram
MS
tnCA70
IHS L=Tax
1Jm.cda R
out a aoa
7" re gtEn WA LS
I
JAL RIUAWM
No1C 1 SEE NOTE 1
Si KM 2 AND I
A
cN
ni�S LWA
FIGURE 8.0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEYER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL U VALUES.
'Nol:Ese
1, 1i4005 Rt+WOM 11 1+ts! AM X-IM SALw SAT EX LDfJ.7fD ICI
urm or K WAS Sam WK OIOT R=m AT llo1N)
gWtD A�aQRs w C[ RATiD T10R An Iil>fYAtt U.�7�/ (n7o Dt5ft1 IaAO
(SEE "o-0-9M LID--tTX9AI NOTCq flit RM Of t7t " ANC7bt DalA(11Ti0�i�
i ItWU )i M AT C401 DO rf TriE SML UL ]0lSi5 (rr ixr Awx xlLt3l
(AM REQA0 AT [ICI 0 OF "SIS RECAW= 4 je ove w kcarraaatfr
2, S}tpl SHEMIWL IS LoCAIiD AC+mt A 5O10 ttkEII a1t1 iixAtT omas-'lruam no
BE -POW 3W" OR FOS AW R(QW.0 (ALL SHr 94L mdriJIU i All UMUI
Am ALL KIPORK15
JAC013SEN HOMES llfA veco
auoxt No
P.O. Roz 364 YAlaa.lc of
S.t E T 14ARGM FLVRIOA 31E93 fc. tEtCH u'l
PmoHE (727) 720-1138 *"rNOOv"PI><1
• r r e�G
, c .,��
o, o
910334 1
BTATi` OR
w_ P
ROVED BY
1pEB 10 20M [IINC..
AANUFACTUREO HOME
R.R.j DAM
02-01-00
aw a re v `0 S/W TIE/PIER REQ.
prc r.+Wass w wd rt DRAr»+c MAi�: .
i AV Mal nm e"m AO-M-100
61
M LVO WAY BE FLAT OR SLOPED
ADDENDUM
RWALL C
PER REED
Das LOCAVN
END VIEW
{ { , DOMMM VPLF ALUXE ((1PW ��, ALL
SIDE VIEW
1 1/4' X .OW 11E—DOWN STRAP
COHI1 NWJS ARCUID JOISTS.
1 1 /4' X .035• rF OCYM STRAP
COKnHUCJS ARUND JOISTS.
Ilv. . \—
NOTES: z 71(o E .(PIROVAL • :?J�y
T. OROUND A.40i0R5 10 BE RAZED FOR AN %xTNATE LOAD OF 47251 13150 OE901 LOAD] —' 1
(SEE AD—TD-06VI [TD—CENERAL NOTES) FOR NOTZ ON CR000 AH'340R wtTAL.ATION.)
L INSTALL A PER AT EACH ENO OF THE DIEARNALL JOISTS (PER THE ATIOVE ObAI S).
3. VKH 9-VJM :L 15 MUTED AM A SIM IGDER GULL KOff CROSS-}1DJ9FP.) NO � ' ' Cc
TIE-M-4 STRAPS. OR PUS ARE REOIRiED (ALL 94URWAM C011M0.1RATIONS. ALL ZOiNIS
AND ALL EXPOSURE).
.�
4, TIE-DOW4 STRAP REOURTED AT EACH END OF JOISTS, ALL LIB_ j fW CONFIGURATIONS. 'i: •.� ' • :.':. • • ' • s `Lj z
5. CEILING DIOW4 FLAT
CATFAL OR SLOPED CEILING MAY BE bsrD.
-OP
6. FLU WIDTH SHEARWAUS TARE SHO�W11 IN THE DE7AL•ABOVL HOWEVER. ANY LENGTH '''uJilrlllll�tlTC�
OR CONFIGURATION SHEARWALL WAY BE USED.
DAPIA APPROVAL:
[APPROVED BY �
lN*ffN\.-,.
CON71RL:i0N AIC W P• FWS� ,tS
NOTICE CRAMN BY: DALE: REV. LET:
JACOBSEN HOMES � SPEOFICATIONS AND DRAWNGS ARE R•R 2—s-9s TER
ortwxAL, PROPRUA.RT. AND CDMVENTIAL DRAxMG TITLE:
WEOF JA000S41 YANV ACTUR:CC
P.O. BOX VA,�� ME PROYM TO THEDBL. S W CONFIG. TIE —DOWN
SAFELY HARBOR, FLORIDARI :ATSA•ALS 3�695 IaE0Pe7I1 FOR PEOM R. PMU MO VJSi fE DRA'gN'G NUMBER:
PHONE (813) 726-1138 KEPT tl7liI10EN1LAL Aw wMT nm DRIERS. AD—TD-0110
62
CEILING MAY BE FLAT OR SLOPED
mat IEdD
m =TO
SIDE VIEW
(MARRIAGE WALL APPUCA11oN)
350 PLF MAXIMUM SHEARWALL If
DESCH VALUE (PER WALL)
MIN.
\7 1 1/4' X .035' TIE -DOWN Sl
CONTINUOUS AROUND JOISTS.
TO
35'
SHOWN IS A TRIPLE HIDE RAf7ER,
ALSO APPLICABLE TO STANDARD
DOUBLE WIDE TRUSSES.
END VIEW
LAGS TO CHASSIS REOb CONTINUOUS AROUND JOISTS
It OTHER nFTAILS in LOCATION
I. DMI D ANOtORS TO BE RATED FOR AN LETWATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TD-DO01 [TD--GENERAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3. *0 S► EARNALL IS LOCATED A80VE A SOLID HEADER (FULL HDGIT CROSS -LOW) NO G
TIE-DO►N STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES
AND ALL EXPOS REST
4. TIE-DOISIN STRAP. REOUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HI WEVER, ANY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
7. THIS OVA& MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
SIDE VIEW
(SIDEWALL APPLICATION)
NOTE
ALSO APPLICABLE TO 'SUP SW
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
350 PLF MAXIMUM SHEARWALL
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
APPROVAL
-
John C. DoMe6j.[
15133 C. R. 22
Goshen, IN 46526
APPROVED BY 5 I
0061RIC'ICIMOW �iW2Y76
JAC0BSEN HOMES
P.O. BOX 368
„ SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THESEsKancAT sAA►DORATWMAM
ORIGINAL, PROPPoE mi MID COIQ10EN11AL
MATERIALS OF J1iC0 " MANISAC MG
WG SUGH MATERIALS ARE PROWOfD TO TIE
REOPOR fOR SPECII MMS Alp MET K
ICPT 0XDDITIAL AND SEOV MOW 011M
OUAWNBY: R.R.
"' 4-09-96
�� �/A`��
DRAWING
S/W CONFIG. TIE -DOWN
DRAWING NUMBER:
AD-TD-0111
�63
DOUBLE HEADED 3,1!
X .035" TIE -DOWN STRAP
JOUS AROUND STRAPBLOCKS.
WINOZONE III
EXPOSURE C
(110 MPH)
r 20 PSF ROOF
5.
REF• ,CALCS".
NOTES: ENd AP�ROVA� .. DAPIA APPROVAL
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING ';�>: r.
PPROVED BY
f It. 1i1.:
. .. . ='��, : '+, :►fir ,
JACOBSEN HOMES r1M A oRAwN BY.
THESE SPECFTCAIIONs AND ORAwHcs ARE
MCINA1, PROPRIETARY. AND ODWMTK DRAVANG 717LE:
P.O. BOX 368 UATIMALS CF •M =SM MMUFACMAM
TNG SUMI I�ATOEAIS ARE PRONGED TO nc
SAFETY HARBOR. FLOPJDA 34695 KMN FUR 1PEOFX PI IFM NO 101E DRAIBNG NUMBER:
rAlp
PHONE {727) 726-1138 KIT COMB DOD AND SWIFT (ROM OiN K
14INC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
M.T. i — 12-13-03
PORCH ANCHORING
AD—TD-0112
:ia'�1>Ifli�
64
ADDENDUM
ALTERNATE VERTIC_aL TIE —DOWN APPLICATION
APPROVED VERTICAL TIE —DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(3150/ WORKING LOAD)
f/I �
6
t
3
!Q Vf
y
/fp VERi1CAL TIE —DOWN
TYPE 1, FINISH B. W
GRADE 1 STEEL STRAPPING 9 ow 1/4' WIDE k 0.035' � /
``rJP IN THICKNESS. CERTIFIED BY Lj
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
0 SPECIFICATION D3953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
II III III -III
�— I=III—IIIRADIUS CUP MUST INSTALLED ON
—
_ ALL TIE —DOWN ANCHOR
BRACKETS.
HOR BRACKETS
—III I 'I I -III -I I (INSTALLER TO FABRICATE RADIUS CUP
ANCHORING EQUIPMENT BY PLACING A STRAIGHT 3' LENGTH OF
CAPABLE OF RESISTING —III-I I I —III —
REQUIRED ON THE 1 1/4' X O.OW TIE —DOWN STRAP
THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND BENDING
TIE —DOWN SPACING I —III —III-I I TO FORM THE CONFIGURATION SHOWN.)
TABLES (SET_ OTHER I III —III — THE DGE
RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) TIE —DOWN STRAP FROM THE BRACKET ES.
SEE OTHER DETAILS I INSTALL THE TIE —DOWN STRAP THROUGH THE SLOT
FOR ANCHOR ANGLE. I I -II -I I IN THE BRACKET 'Q(( TOP OF' THE RADIUS CUP.
\\\\\\1111111111111ffff�f/
.� � C.
NOTES: I OV�VO. O�•. DAPIA APPROVAL•
ENE870357
1. ALL VERTICAL TIE —DOWN STRAPS, DIAGONgqL FRAME = — OVED BY
TIE—DOWN STRAPS AND ANCHORING EOUIP�tENT SUPPL s
BY AND INSTALLED BY OTHERS— ON SITE TQT� r :�� .AJN 1 5
:oN
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING y p '•, 19
"/ r!
SHALL AMON. HAVE A RESISTANCE TO WEATHER DETERIOR— i,��'�F�`��`� � I C
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERSL V
WHERE THE ANCHORING SYSTEM REOUIRESI THE USE ANOWR TIE —DOWN
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). DEVICES ARE CUITIFIED BY OTHERS
NOTLCE: DRAWN BY. DALE: REV lfTlilt
JACOBSEN HOMES IKSE SPECIt1CA7M Alm WAHINES AIIE C.L.Y. 5-31-95
. OOOMAL, Wmavle TMY AM CW9HMTIAL DRAWING TITLE: /�
P.O. Box 368 MATERIALS OF JACMSEN MM4IFACAIRWQ ALT. ME —DOWN APPL. '/-a\
„ SAFETY HARBOR. FLORIDA 34695 Itc�lpn�it MR g(CrIC AXRKS P�sMiM NIM KK DRAWING NUMBER
PHONE (813) 726-1138 IQFI CO WTK NO SEOV MOM OMM AD-TD-0200
65
ADDENDUM
ALTERNATE VER'PICAL TIE -DOWN APPLICATION
F FACTORY INSTALLED STRAP IS NOT LONG ENOUD
IT IIAY BE LENGTHENED BY USING A CRW SEAL W
A WORKING LOAD OF 3150 POUNDS
fO
ry
DIAGONAL FRAME
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE —DOWN SPACING
,TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED. USE VERTICAL
TIE —DOWN TYPE 1, FINISH B.
Q` GRADE 1 STEEL STRAPPING
A1NTHICKNESS. CERTIFIED BY
A REOSTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING 4WTH ASTM STANDARD
0 SPECIFICATION D3953-91•
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
Im
NOTES:
` °. PF';'•. '� �•
DAPIA APPROVAL•
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL
Q' No. '
FRAME TIE —DOWN STRAPS AND ANCHORING EOUIPAIENT
910334
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
Z..•o II,`
*
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING I
. —
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
AT10N.��'•,
3. PROTECTION SHALL BE PROVIDED AT SHARP
STATE : �
\c�, ,•
REVISED
lorz3w
rNC
ON p,
CORNERSWHERE THE ANCHORING SYSTEM R
�� F \OF
THE USE'/�
N�1'
EXTERNAL STRAPS OR CABLESE(SEEERADUS CLP).
(11
r�w�Wws.erur o
W
fb 151NJCllfflANDSKFiTATN105
JACOBSEN HOMES
TWSE o� n°SAID DRAW 05 ARE
DRANN�Y:' R.R.
R
DATE- 10-05-96
T��
�" �A
®
P.O. BOX 368
ORONAL PROPMETARY, AND connu IIUI
uATE)aks OFJACOBSENYNAIFAcxwcALT.
VC. mot UATERIALS ARE PROS To INE
DRAVANG HILL
TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
IVTC Np y s� DTKn
DRAwuIG NUuBER
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
r=1 T I=TrI
=III lII
—,
IRS INSTALLED 24• APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERI01
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORN
WHERE THE ANCHORING SYSTEM REOUIRES THE US
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULn-BADE
ATTACHED
ANCHORS
...,11uuw1►,,.
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
3S• ANGLE
TO TWO
(3150# EA.)
vz, I DAPIA APPROVAL
• G%S T FR•�d�`
No.Fo.;L s
ENE8703571 •.
` A-.+
AF1= !C L'ED BY
`, .W 1 5
> FlUft IWVAcrul®Io�E INC"
caal>uTQ, NO LVi1, waen
JACOBSEN HOMES
T►IEs>:
I NONS W
BY:
C.L.Y.
DATE
5-31-95
REV. LETTER:
■
P.O.
OIOON
YATDilAiS
AM
?corxwnaHs Ar,o auw►Ks ArtE
ML "07F i7IltT, AND cauMWW'KG
OF JACOBSEN YAM1fACRlPoMC
DRAMING nTIE:
COL. TIE -DOWN APPL.
R. FLORIDAW_
SAFETY HARBOR, ORI34695
%"
Ko m,,
IdAnI ULS ARE RVACM To Tat
Fa qwx pjwm AO Y6'I EE
DRAMMWG NUMBER
PHONE (813) 726-1138
IVT WfWna uO SEDU � OrMM
AD—TO-0251
CORNERS
1E USE
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF MULM-M.DE
FLOOR
--*14'—VER7ICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE k 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICA71ON 03953-91,
STANDARD SPECIFICATION FOR
ANCHORING EQUIPMENT
STRAPPING. FLAT STEEL. AND SEALS.
CAPABLE OF RESISTING
O
THE WORKING LOAD
0
OF 3150 / MIN.
=rT-T- T I . T1- -
�111=
II. I
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (3150#)
NOTES:
I. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEAT
SHALL HAVE A RESISTANCE TO WEATHER
AT10N.
3. PROTECTION SHALL BE PROVIDED AT SHAF
WHERE THE ANCHORING SYSTEM REQUIRES
OF EXTERNAL STRAPS OR CABLES.
r"O• t,\S
5�'Q`` N0. Fo''?' PROVED BYE
NE87
jm 1 5 m
INC
•. �/fy ¢ te �ww�mm�o�oi[
•,, NAl
JACOBSEN HOMES N0710E BY.. CLY DATE: 5-25-95
TIM VEC7I, rl= AM MATM ARE
GOO NAI. PAWWARY. AND 001 rWTK DRAWING 11TLE.
M
YAIMAIS OF JACOegM YANSAC71ANI6 COL TIE -DOWN APPL
P.O. BOX 368 NC &01 YAMULS ARE PROW0 TO TIC
Ll_LjLjS PHONE (AFETY OR.' 7ORIO138 695 0 IM OrMIK NO SEaV NO WO DRAWING MIYBEFt AD-7I)-0252
REV
69
ADDENDUM
COLUMN ITIE-DOWN APPLICATION
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 1 MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNEI
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
R
MARRIAGE LINE OF MUL11-WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTAA STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
..,►Inulu�,,.
Q No. O
7�VIiiAlA1•• C" ":
PROVED BYE,
9 �1 .lM 1 5 M
rV1f'I'1C.IN
au[Aar�wu.nu®IOE
W6TAR7Ai1 AIDSARTf RRUG11Di
NOTICE
'1II IwAvaler: DATE: REV. LETTER:
JACOBSEN HOMES rr=' S'EWICATM AM DRAW= AW C.L.Y. 5-25-95
■ CIROM PRWFO WY. Am Cptl10DIT AL DRAWING nTLE:
P.O. Box 368 MATUM °F �� �A�N M�FAOTMD COL. TIE —DOWN APPL.
,I RiC• 9A71 MATERIALS ARE PRD TO iK DRAWING NUMBER:
SAFETY HARBOR, FLORIDA 34695 RR 9iCnG p/P4SFS me � YUSi �
PHONE (813) 726-1138 Im, cas>o rA AID I= IAaI ores AD—TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN
SEE TAKE FOR UAXrfAAI SPAN FOR 00LU101S 'A' OR W-
I
C0.UUN 'C' C0.0UN V
I. SEE TABLE FOR UAIONUFI SPAN FOR CMU10r5'C OR V
APPROVED EY
SEE TABLE FOR SPAN COL r I SEE THE FOR MAX. SPAN FOR COI
(NC.
FED AUUIWicn REM HOME
RUCTION AND SAFETY 5 Ti,`A)AROS
MAR D 3 1999
o0WMN 'r 'r
cmumN COIUNN
ISEE TAM FOR YA10AM SPAN FOR COLUMN 'r
i
_ I
MAXIMUM ALLOWABLE SPAN
TYPE OF ANO NG FUM
(SEE AD-Z-WI.
MWUNS W.
V. V OR Ir
Cmms '11' OR V
COEIl1lE r
AD-Z-102 AND
ZONE 2
ZOHEI3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-O"
SEE NOTE 1
UP. 'C'
DIP. V
OP. V
I EXP. V
EXP. 'C
OF. V
EXP. V
DP. V
E)V 'Ol
Dr. V
OF 'C'
DP. V
2 - 31501 ANCHORS
37-4'
25'-6'
29'-4'
20'-4'
37-4'
25-6'
29'-4'
20'-4'
37-4'
25-6'
29'-4
2(1-4•
1 - 31501 MGM
Ilf-6'
1r-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
1B'-6'
12'-10'
14'-7'
10'-3'
1 - 40001 ANCHOR
23'-8'
16'-4'
18'-7'
13'-0'
23'-B'
16'-C
18'-7"
13'-0'
23'-Ir
1 16'-4'
18'-7'
13'-0'
NOTES:
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON
INSTALLATION.
F. CALCS.
DAPS APPROVWD Q
WROVED BY
910334
ON
STATE OF
O�
Galva
tJP' IOIE
.._ ., _ •� • ODD
JACOBSEN HOMES sPCCIRCAN1WDm mm oMwmm ARE
M.T. 2-9-99
. TIOWAL. PROPRIEURY. ARO UMFE 6K DRAWM TInt
„ P.O. BOX 368 =A ;,'W " IX ,A 70 184" WIDE COL. TIE —DOWN APPL
SAFEAFF PHOAR(2) FLORIDA26-13a �T M Mg MW � ORAYMIC NIA�BER OHM AD—TO-0254
71
ADDENDUM
TYPICAL SINGLE, WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
SEE NOTE 1
n ct n n n e%
v v C7
L24' L24ej
STANDARD VERTICAL TIE-DDTN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TAKES -NORMAL
AND�OR ALTERNATE- FOR MA) O SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING =ANY OPENING WIDER THAN MAX TIE-DOW�JSJPACING Molt
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE- DOWN SPACIMI
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES Npl EXCEED THE
MAXIMUM TIE -DOWN SPACING REMRFO ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REOUIREUENTS.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
`````jj
%%,\11r1I111)
`N:C�115TE�o On'
;PjE0MPRf9W, ' O
.
ENE8703571�
ANCHOR BRACKET AND 71E-DOMM
DEVICES ARE CERTM BY OTHERS
N097CE 1 DRAWN BY:
X SPEonco 1N5 AND DRAM M ARE
INAL PROPRJEMY. AND COiM714
rMW OF JACDM MMOACTLI o
SUCH MA1EI S ARE PRONGED TO THE
tM MR PC= PJWMS AND MAT K
CON•MIIAL NO MRET M OWERS
)ROVED BY-
.0 7.5 1995
INC
.c��r raL: Cnft+tOMR
C.L.Y. I "'- 5-31-95
TYP. SINGLE WIDE T/D
AD-M-0300
lz-. 0
n
.72
ADDENDUM
TYPICAL :MULTI -WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
24' LARGE OPENING
SEE NOTE 1
COLUMN SUPPORT TIE -DOWN STRAPS REOM AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR IIAPoTY
Lie
14'
STANDARD VERTICAL TE-DOWN STRAPS OR ANCHOR
ERA OS (SEE TIE -DOWN SPACING TABLES -NORIM
AND/OR ALTERNATE- FOR MA)Wlll SPACING ALLOWED).
ALSO SEE NOTE 3
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALMfD A MAXIMUM OF 2'-r
(241 FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL 0%imi11EE uoll'
All TIE -DOWN STRAPS AS SHOWN IN THIS DETAE. �.�`� c. OQF�
_ _ n_001-
NOTES:
I. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING;
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL %QTICAL TIE -DOWN LOG
76.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
Q`J y�OZ'i DAPIA
IENE8703571
5 W A E,q.F
MW O ARE CERIIFE#:D BY OTHERS
JACOBSEN HOMES r1ORS AND e1r C.L.Y. 0A1E' 6-1-95 �� �''�
THESE 1. PR 1U1TX1RS AND DOD9 ARE A
aeT Rw. PROJACOBS AND OONP10E1EMRAL DRAWING TITLE.TV. MULTI —WIDE T/D
P.O. BOX 368 MATERIALS Of .IACOBSEN YANUiACTUENC
,I We S,a uATEIKS ARE PROYACDD TO THE DRAwwG NUYBER
SAFETY HARBOR. FLORIDA 34695 mmHT roR SPECTIC Pjw= AND YRT 1E
PHONE (813) 726-1138 OUT taW MRk AID 90V FIN OHM AD—TO-0310
D BY
5 t995
7-14
SEE DETAIL — 'A'
I
SEE DETAIL — V
SINGLE WIDE TIE -DOWN
T.
NOTE:
C SECTION
SIMILAR TO
SINGLE WIDE
FRAME TIE —DOWN
- MARRIAGE WALL -
OPENING TIE -DOWN
tEQUIRED AT OPENIN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
FRAME TIE —DOWN
DOUBLE WIDE TIE -DOWN
I MARRIAGE WALL I NOTE:
I OPENING TIE —DOWN I A & B SECTIONS
SIMILAR TO DOUBLE
I(REQUIRED AT OPENINGS WIDE TIE -DOWN
ONLY. OPTIONAL AT I SEE DETAIL - 'A'
OTHER LOCATIONS.)
.r' SEE DETAIL — V
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND"
BUCKLE WITH 2025� , , FOR. A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
FY MINUNM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3iso LBS. MAAMUM
FOR EACH BE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP 1 1 ' X
21NK COATED STFEL STRAP( OR EQUAL WITH M3 solk
CAPACITY MINIMUM) -%c 1 _ 497,5 r ULTIMFAW
Loa-0 a4gauTy
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
NOTES: - ENON
F
1. SEE DETAIL 13' PAGE 4 ROR MARRIAGE WALL
OPENINGS GREATER THAN 49 INCHES. & UP To I'7c 6" TjeIaVT4aq
35b54 2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEND
PIER CONSTRUCTION. j STATE OF
APPROVED BY
fel 05 2
'N 1 N II IC
FEWAUNUMMMMW
JACOBSEN HOMES
TWSE SPEanCANTM Onum
°� BY. RR
°A� 10-31-95
REV. LETTER-
MVV= An
CWHAL PROPRIETARY, Alm OON MTKG
P.O. BOX 368
m
YATMAISOF J&WM MANLWACTURIRG
TITLE
ZONE ITIE—DOWNS
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
W_ SM YAVRW AM PRONGED TO TXE
TCCOfFFD�EATK W
DRAWNG NUMBER
AM F OKM
AD—Z1-0001
74
TYPICAL
TIE -DON
MAIN FRAME I -BEAM
�ST:E N01E j1��-
MAIN FRAME I -BEAM
(END
SPACING(
CENTER
SPACING `I
(CENTER
SPACING
CENTER
SPACING ,I
CENTER
SPACING
CENTER
SPACING
END
(SPACING(
END CENTER ICENTER CENTER CENTER CENTER END
SPAGNG SPACING SPACING SPACING SPACING SPACING SPACING
TYPICAL I�-BEAM
1/— 1
TIE-
`- MAIN FRAME I -BEAM
SEE NOTE1111 SEE NOTE j11
MAIN FRAME I -BEAM
MAIN FRAME
END I CENTER
RACINGI SPACING
NOTES:
T SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND
MARRIAGE WALL OPENINGS IMDER THAN 49
DOF'•�.
OF
• No.0045484
fi° STATE OF
BID
01
APPROVED BY
o[qTr4
I� I
FICUM w�s�^nAieo�o¢
ta:Tacllor eo s�viTr swmumb
LETTM
JACOBSEN HOMES THESE SPEOACATIOG AARDD.ORAWNLS Ate, �}•. RR °A 10-31-95 REV'
WaNAL. PROPRIETARY, AND CONFILMIAL DRAWING TITLE
\I
P.O. BOX 368 MATUUU OF'MCOM MANUFACTURING
we 2 1 MATERIALS ARE PROYM TO THE
TIE —DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 WPM FOR SP V PUMP AND UM BE DRAWING NUMBER
PHONE (813) 726-1138 IVT COItTJ R& AID SEOV TROY OTIUs AD—Z1-0020
76
ZONE I INSTALLATIO
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
' BY a ol,
FEB 0 1 M
INC.
D NO�tE
JACOBSEN HOMES
»ARSE VWMMO M ORA"" AIC
�"� or.M.T. °""' 2-1-00
M"' """`
aa� rmpml"T. A!4 %%wmil6K
VAl[t US OF AtOi/UV UUWAMORNIC
ORAWM TITLE.
„
P.O. BOX 36B
ZONE 1 INST.
SAFETY HARBOR, fIORIDA 3�695
r[iF'W fop l�fJNM3 PAJK ANOPrOWOlU�S7 R
ORANINC Id1U8ER
PHONE (727) 726-1138
PUT cowwook ro 111mc. Pold cum
- A0—Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA HALF
(IE. CNE EA. BEAM, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MARL UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MADE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REQURE)ENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
ALSO 10 SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
EXPOSURE V 90' 56'
EXPOSURE V 39' 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAdE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
_.a111111111111i,_
QT
1. FOR WAD SECTIONS, EACH VOUBLE SECTION' OF THE UNIT St ALL BE DESGNED
INDEPENDENT OF THE OTHER STRUCTURE. (IE. SHEARWALTS, TIE -DOWNS, RIDGE -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EALTi MULTI -SECTION.)
LbYG\S�'Eq �V<;
MENIW03571_�
ur
F �D1Ar V'v���,:
DAPIA
►PPROVED Byp ,..
KrA"15M
INC
JACOBSEN HOMES NODRAWN BY. DATE REV. LETTER:
THEM sPEC111GT1011S AND DRAAND MNLS ARE . C.L.Y. 5-16-95
CWNAL. PROPHETARY. AND CONIIDOITNL DRAWNG T1TTE:
P.O. BOX 368 1Ai°t'ALS OF JACOBSEN LIMIXACRMG ADDENDUM —INT. UNITS
SAFETY HARBOR. FLORIDA 34695 Rf�r FCR CM FUVOlS AND mm BE
PHONE (813) 726-1138 PVT ct WA& AID I= FROM OHM DRAWWG NUMBER PHONE
78
MAIN UNIT
'/ DORMER
OPTIONAL TRFLE WIDE SECTION
OR QUAD WIDE SECTIONS
CENTERUINE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS�
30 CA. GALV. STEEL STRIP
INSTALLED OYU MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERDIETER RAIL
OR RIDGE BEAN
CROSS-SEC74N
30 GAl GALV. STEil STRP
6' X LENGTH OF ROOF SSECTIONS
MAYBE OVERLAPPED 2 MIN.)
W/STAPIFS AS SHONIJ.
INSTALL ROOF CAP PER SET-
UP YAW. OVER GALV. STRIP.
(SEE NOTE 1)
30 CAL CALV. SIM STRIP
SECURED VATH 7/16- X 16 CA STAPLES
FULL PENETRATION MO DECKING
2 " O.G: MAIL SPACING (TYP.)
WTI
31 x 6' LAG SCREWS
18' O.C. (ZONES 2 t 3)
STAGGERED
NOTES: ....,`..p.� o. vU�O.,��� - - -
1. 30 Gil GALV. STRIPS USED MAY BE WIND DEFLECTORS `` �O CG Na 9�� �i �'.►' N ; •.' . D t 4v-
REMOVED FROM ROOF IN DRUM ORCONDITION Z
sTe�sTTFRIP�LiTY TIAKE Ml0U5 OR PIECED. - ENE8703571 •: JUN 1 5 W
��r • —
2. SFN'IGLES IN THE DORMER AREA OF THE MAIN UNIT MAY - INC
BE SLAPPED LOOSE AND INSTALLED ON SIZE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY44��`a��
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP ��� ��'•.• D)d1•,.•'�\����
FROM ONE SECTION TO THE NEXT. NA1
C.L.Y. AACOBSEN HOMES rT°MTCE: ""`"'�'D" _.. _..._
TI[SE sPltanutXrls Ho DRArwcsAK� 5-16-95
MN#L PttOPm my. AND CC16L1 vAL DRAWING TITLE: ALT. ROOF ASSEMBLY
P.O. BOX 368 YATEIM Gf JACOBSEN YANUFAC1u0lt0
„ W- WM MAIMSME PRO%= TO THE
SAFETY HARBOR FLORIDA 34695 Kww Fat VW PUMW AN) VM K DRAWING NUMBER
PHONE (813) 726-1138 KPT Ca MVA ALA ROU 11K]t CHIM QUADADD2
79
E17-IF-1
7E]07
EIVPWIF
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY (HARBOR, FLORIDA 34695
(727) 726-113 8