HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMI�
I SCANNED
RV
I
SET=,UP MANUAL ADDENDUM
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727).726-113 I
LE
NOTICE
specifications and drawings are original, proprietary, and confidential materials of
en Manufacturing, Inc. Such materials are provided to the recipient for specific
es and must be kept confidential and secret from others.
REV-01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C*
contact the Department of Motor Vehicles
850-413-7600
1
NOTES: .
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
/DUCT SUPPLY OR RETURN
*DUNG
SSOVER
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 WALL 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.
D BY
- JW 1 5 M
INC
JACOBSEN HOMES NOTICE DRAwN BY. DAiEV. �I] L�
THESE sa,:onunars AND DRAYWa AMC.L.Y. 5-30-95
OMONAL. PROPfOETARY. AND CaOWDENTIAL DRAWING TITLE:
ERI MATALS OF JALOBSEN U44NACMUC EXTERIOR A/C DUCT
„ P.O. BOX 368 HC gIOT YATTAULS ARE PROYM TO THE
SAFETY HARBOR. FLORIDA 34695 IT I SPECIFIC P1 NO k0 WtAT BE DRAMNG NUUBER
PHONE (613) 726-1138 IVT CWIDOITK NO SEOIET FROM OMM AD—AC-0001
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTP.CLLED AND MAY BE MANUALLY OPERATED. TO DISCONTINUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
N14r; O,
INC.
1ldalLllMfiC7Y�iWt
EAfDYCTDIAIOfARiTJWO "
J AC O B S E N HOMES
NOTICE:
THESE SPECR1 TMS AND DMVIM ARE
DRAWN BY:
C.L.Y.
DALE. S_Z8-5S
REV. LETT:
OtE=N, PROWYMY. AND M-1130MAL
DRAWING 1TLE:
D
MATERIALS OF AACOBSEN MANLIMAIRNG
W.H. VENT. SYS.
„
P.O. BOX 368
L�
SAFETY HARBOR. FLORIDA 34695
REa1►eR �E� s AK A O WST K
DRAWING MIMBER;
PHONE (813) 726-1138
PVT Cd WAX 000 SECRET TRW DTIM
AD-AC-0100
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
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'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
STRAP 0 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 SYSTEMS OD INSTALL WOSHIM AT ALL LAG
NDS01 TO 1/2', INCREASE LAG LENGTH 1 LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL EFOSURES)
We Me
E�061lRE
J/e' X J 1/2' LAG SCREW
30 GA STRAP FAS1E?JED W/
7/16' 116 GA STAPLES
torn 20W
EPOSURE
YNMUM MAMaER OF FAs1EIM REGURED
0,131' x 1 1/Y was
7/1r x to GA SviPM
MAxatAw SPACM
MAXWAt SPACM
'G
Ir D.c.
2 1/4' ac
r
3
s
2
2
b'
it a0.
1 7/e O.0
b•
4
7
w
11r D,c
r ac
'c'
4
7
J
J
b'
leo.e
1 1/Y OZ.
b'
s
a
NOTES*
ENCK R APPROVAL
DAPS► APPROVAL:
1. 1' MR PENEiR = 6 REOU10 OR STAPLES FOR M!L O.OIC STRIP.
APPROVED BY
2 �1� 00 4' X GAP OTH MR 9� APF p YrL OR 6EI IFR
OSB OR PLY600O MAY LE M F NW= EQUALS CAP WDI-r X e 10L
Revised
maay2a , 2006
7Nrpl
.1., ?. �O /
'o
S2�
�Gflfl �i. E1063 P�.
INC.
J 1 MAxwuM SaEMA11 HExi1T.
4. SEE OM DEVAS FOR SEALAIG FLOORS FOR AIR ARL3RAXK
jK2 ET1()rmrpng Inc
FEDEFNL MANUFACTURED HOME
C(MSTRUCTION AND SAT EiY STANDARDS
JACOBSEN HOMES
NOW
,Ffg 9501!'a1016 NOdUlt•HCS ARE
BY.
M.T.
DAiE
05-22-06
REV. LETmz
P.O. Box we
awkm. BAR,m. AMD ammunuL
wroaru Or JACOG M MNtACnM
„_ SJo1 MAIUU ! ARE FIVO n 101M
DRAY" mlE:
M W FLOOR FASTENING
SAFM HARBOR, FLORIDA 3095
PHONE (813) 726-1138
R[DM"gm IIrm No Yb7 t
an COMM � AID moat RN O&M
.00
PRAY" M11�
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
I
ENDWALL
.131- X 3 1/2- MIN. NAILS
8' O.C. MAX..SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
NDS01 .
NOTES* now AFfROVAI: oAw► AP�YAL•
APPROVED BY
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF Revised
EXTERIOR - WALLS. S 2'j ab may 24,2006
Huhn C. Doeden, P.L. INpiNC.
K2 Engirfse�! If►o FEOIMLMYMKACMIlO NOM!
ng. crosiwmm Mo Smaw srromm
JACOBSEN HOMES
NOn=
�►T" M WAUM
almoi. F,ttl MML no mrsom %
LWAM or. M.T. ...... OS-22—D6 -- — Bj
qurwG TITI� FASTENING
K%NMU Cr i1 C° VWFAC "N0
M/W WALL
P.O. eox 368
W.sosm m nttt: rmv m Io m
SAFETY HARBOR. FLOROA 34695
1®1ert lot ssowe thwa6ts wO W K
DRAMNG MAIM
AD—FA-0010
PHONE (513) 726-1138
jin mfm w No =a nm coats
.
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 DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
30 GA. GALV. STEEL STRIP
T X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM'
**LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WADES FOR DOUBLE WOES EXCEPT FOR STAPLE HOLES)
PLAN ME
P
4' 2 3 4'
3/6' X S' LAG SCRIEWS . AG SCREW X1 BACKS
TRIPLE WIDE ROOF LINCS
SEE- (2 1/4- SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAG SCREWS � CHART ON AD-FA-� FOR TRIPLE IDES
ATSTAGCFRED -= FOR MAXIMUM SPACING
21 4-234-
1 4' TO 3 4- GAP
ROOF PERIMETER RAIL-1'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE #4)
CROSS—SECTION FOR GAPS IN ROOF SYSTEMS INSTALL WOOD SHIM AT ALL LAG
TO 1/2',INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
NDS01 LAG LENGTH 1 1/2-. TIGHT. (SEE NOTE 2)
(ALL ZONES) CROSS-SECTION (WCROSS-SECTION (W/GAP) REF A si 0 - 91.07
(ALL E)POSLIRES)
NOTES:
EMG W APPROVAL•
DARA APPROVAL:
L 2 1/i WL PDCPAAON 100 REWW4 WOW R REOM FUR LAG SO Mb
I WOW SHVS TO K RFPED n0I SPF p HK CR BU:11ER
APPROVED BY
( r X C X GAP WM Y!L SM
ON
MOOD
(06W OR FLYMAY K UM F 1HOQiESS EQUALS GAP VOD1 4� X A' MILL 3a)
I SEE OM fY TALS FOR OMPXTING ROOF
r
Revised
maayl 24 , 2 0 0 6
P1
NZI ECTOL
4, *104 RSTALLM A LAG SOD UNTO A ADGE BEAK FitST-ORAL
JOi1FT C. Fri.P.�.
II
A 3/r MENWKE
ME MUCH RE FWM RIDGE FUFJIIL SEO D-OM A 1/4* H E VIOUG1 TIE
K2. Engineers rg, Inc
VC.
FEDERAL MANUFACTURED HOME
RECG%M WOE KM FUR X MADED PORTION CF LAC SCRf I D0E DVS ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR atr uA SOI m GMT.
S t0e- UANUM SlINVA1L MGM
JACOBSEN HOMES
> DIUl16 ARE
MAWI M.T.
' 05-22-06
M�
P.O. SaeI
aqua. rKurmlm . AID oOl. "Uft
WIMAU OF 44=M W IFACKINDO
I_ 2XN WATOULS ARE MOM 10 �
WAYM 11M
A1/W ROOF FASTENING
SAFtWHARBOR. �
3
KMW Ftl mo K
CMG MAC
(ei2a —1138
FXU 0�111
AD-FA-0020
6
METAL ROOF RIDGE CAP
'I
DOUBLE WIDE UNITS ONLY
PLAN VIEW
II 29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIN. Y OVERLAP AT SEAM) CAR OR MATING LINE
SECURED WITH P X JAT EVERY RIB (AND ON 6BOTH SIDE FULLYF49 WITHIN ZONE)
I• I
I I I
I� I
X 7//16' HEAD X Y
I I (NO
THREADED SCREW
RIDGE CAP I I NO MORE THAN 12. O.C.)
771
I I I 4.
I I o
arc
a
i I i 8
_m
ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS I
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
I,
METAL ROOF PANELS STOP
I APP. 3" FROM CENTER LINE
, I ,
Ref: EX-13-0051 and ROOF GA. Gsa STRIP
5' X LENGTH OF OF (SE AD—FA-0020)
AD-FA-0020 SECURED ""�An XIN� k SrOM
RU IONG
NDS01 (SEE OHART ON AD—FA—OOD1 MAX. SPACING)
(ALL ZONES)
(ALL EXPOSURiS) �.,�,� .�Tuu. DAPII►
Q APPROVED BY
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
2. STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING. Sep 10,2008
1!
GA. MIN. STEEL WITH 9' QC. RIBS. t69;)*� p I�`.
N17A
3. METAL PANELS ARE 29 I^r
AND B ' •=
-�+�'f
4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING FEDRWL KAWFACfUREDI HOW
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN g, 111G CONSTRUCTION AND SAFM STMDMIDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
�� � D.M.T. 0�-2�8
JACOBSEN HOMES >1,� �+►
olrlseu,. Arun. 7 oa�im+nu otu�wc ME
METAL � , � rux�eenrrrac METAL ROOF RIDGE CAP
PA BOX 368 W. so YA16�Al i ATE lROY� 1011E
s, pme �� �m13 wT 2cw=0m �' AD-FA-D021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
I
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
JACOBSEN HOMES TTION,AD
WNGS ARE
OPo0911VL PROPRlETARY,TIONS µAIlD RAtDOliU1
„ P.O. BOX 368 YATF L- R IIAIrlJFAgeo
SAFETY HARBOR, FLORIDA 34695 W- SLKH NATiRIAL5 1� PRON O TO TIE
PHONE (813) 726-1138 HCR01T FOR SFUM RPPOS S AND IU51 BE
IVT CO MUM ND SEOV Wa OHM
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
PROVED BY
1HJMr
i A�w.�.r�nwm
���wwowrnswovq
BY. C.L.Y. DATE. 6-5-95 1
REv. tFTT¢R
I M/W ROOF SEALING I
AD-FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
I
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD—FA-0020)
r
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES — LOW SIDE
I NOTES:
i
1. 30 GA. GALV. STRIPS USED MAY SE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
I (EXCEPT FOR STAPLE HOLES).
I�
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES — HIGH SIDE
15# FELT UNDERLAYMENT
\ —,— MULTI —WIDE ROOF LINE
NOnCe
JACOBSEN HOMES Ma,.PROM;,. Wo�M
■ P.O. BOX 368 MATERIALS OF �ACOOMN MANUFACTURING
DIC. 9" MAIERULS AK PROMOED 10 THE
„ SAFETY HARBOR. FLORIDA 34695 RECPOIT PoR SECrC PlRPM NO VJST EE
'i PHONE (813) 726-1138 MYT C01fWTAL AND SEOV M DDEAS
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA
D BY
JUN 1 5 W5
INC.
T: . C.L.Y. I DAZE: 6-5-95
TLE M/W ROOF SEALING
NUMBER: AD-FA-0026
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. INSTAI.T.ATION-
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. NSPECT THE METAL FLASHING IN THE HEARTH AREA TO PtSURE THAT IT HAS
BEEN 1040 (THIS FlAZNG MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A. CAREi111Y PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 1% 1 2' WOOD SCREWS.
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WITH A NON-COMBUSTABLE CAMMIG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
17=JACOBSEN HOMES rTonAN;
TNESE SPEOf1CA1IGN5 AND oRArwts �
OfECIN I. T'RDPiCETARY, AND CDNIt0E1111fL
P.O. BOX 368 MATERIALS OF �ACMI MAI CMG
„ THE
SAFETY HARBOR. FLORIDA 34695 FICK TT r� gm RMMS�iraw moPROKIM;ml K
PHONE (813) 726-1138 JVT CCNDDIIIAL AND NOV FKM O1M n
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
ON .l11i+1 2 8 w
00
INC
Ram wms�nv®�art
f9'4TR�C'%W A�OSVL71 fiMOVq
C.L.Y. 1 6-16-95
DRAWING TITLE SHIP -LOOSE HEARTH
AD-FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes.' You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEV
9iW 25 20
NIPINC..
FEDERAL kiANUFACTURED HOME
CONSTRUCTION AND SAFELY STANDARUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED BY
INAINC.
FEDERAL MANUFI MRED WNE
MNS =l0N AND sA M STANDARD$
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8' 111N. APA OR TECO RATED SHEATHING
APPUED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SIiEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHWC ON THE 7RUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURLINS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(10- X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEA7WNC)
NOTES:
1. 3/8- MIN. RATED SKATHI4G FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2- X 16 CA. MIN. STAPLES 1 1/4- O.L AT PANEL EOCES AND 3- O.0
AT ALL FRAMING MEMBERS. (NO GLUE REOUMED)
MARRIAGE WALL
3/8' SHEATHING TO BE INSTALLED ON -SITE
;V7
APPROVAL;
JACOBSEN HOMES NO
THESE SPECIflCAiIONS AND ORAWWGS ARE
■ ORIGINAL PROPRIETARY, AND CONFDENRAL
P.O. BOX 366 MATERIALS OF 4ACOSSFjV MANUFACTURING
„ SAFETY HAR130R, FLORIDA 34ti95 K. SIICN MATERIALS ARE PROVIDED TO THE
PHONE OR. 726-1138 RE�MNF TOR VFCIFX PLMXMS AM MUST BE
( ) KEPT CONFIDENTIAL AND Sam FROM OTHERS_
kv.
WINDZONE III
(110 MPH)
ALL EXPOSURES
DAPIA APPROVAL• I '
APPROVED BY
I'"�i M AT
N I INC.
fED m MANUFACTURED HOME
DDNSTRUC M AND SAFETY STANDAI
DATE REV. LETTER:
R.R. 4-27-98 I
TRUSS SHEATHING
AD-HR-0001
12
HINGED ROOF DETAIL
n15 MM OF TRAIFL TO RAGE ROff FRW
9ffm Pn51m m SET-W Po5i m is
wmx =1/r.
1F111t" mw um ssmmimy ■Dt
UMPNCA Kim BO UK THAN 12 Ku
APART. LDG>E 1JFW P= WM Jr OF
Be w ROOF SEcm AND Aym mm wpm
2FEET OFASMNHFWM
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET-UP POSITION
NDS01
NOTES:
I
1. MACE RA® ROOF SEM N Ttf L45M FOMM GRW S19iGW HWW
as Km Im Pm5DOt1
I
I�
I I
mm PC POSC To mm WAY.
6SFFpFD ocPObrTOPm
•Axr = moat 3-j6Xr
1m
REF. CALC. PG. C-RF- 223.0 - 223.6
John C. Doeden, Pk.
<Z Eng-peorinq, In,
APPROVED BY
Revised
Jun 06,2006
ON INC.
FFDFRAI IIANIFARINFD HOYF
(:DMSTNUQIDN AND SAFETY STANDARDS
�
JACOBSEN HOMES
- -
> > c �►
DRAYN BT:
O.A.
DAIS
06-02-06
�`U' �TM' AM U
� UTpuL3AK im
D� HINGED ROOF DETAIL
A
PA Box 368
I��i�ED�
SAFETT HARBOR KOWA 34695
Faml Re 9liflG RiM043 W KW K.
9ZKT FM MMM
DRArfNC NIUeE>t
AD—HR-0002
NOW (813) 726-1136
L
WT OMMF NO
I
I
13
00
HINGED ROOF DETAIL
UNOERLAYMENT TO BE CLUED 3' MIN.
ON BOTH SECIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
I
i
I
RAISE EXTENDED SHINGLE AND UNDERIAYMENT AND
AND A MIN. 4 1/Z' WIDTH OF ROOFNG'CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
I I .
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
I
ATTACH 2 X fi X B' BLOCK BEHIND 2 X 6
OVERHANG FASCIA BOARDS AND SECURE KITH APPROVED BY
3-18 X 3' WOW SCREWS EACH SIDE CF W.
\0
NRevised
00o
• \ Nov 30,2006
• INC.
\ • �p� FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
�1y,6
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WNDZONE 11
(110 MPH)
ALL EXPOSURES
NOTES; ENCIIF.FJt APPROVAL: DAPIA APPROVAL;
I. BRACE 06D ROOF SEC70 11 THE PAW PORTION WN SWWONG HINGED
KING POSTS IITD PO61TfON.
• 11 Z8 Od
John C. Dloeciati P.�.
K2 Engin 000 Ug'-
JACOBSEN HOMES ma sF�luNii o OTIom DRAW= Apt DRAIN BrD.T. 10-02-06 �v' tJTtEtt
CRO&U. PRDPPoCM AND C fWMK DRAW 0 TITLE: .
WTFAtlALS Cr .NCmSiTI UNWACRMC
P.mOmpEl RB BOX W- sm "Iva" m p"IDED "� HINGED ROOF DETAIL
SAFELY HARBOR. FLORIDAR34693 KOW R11 W= MOSES AID W= K DRAIM NIAKR:
PHONE (613) 726-1135 a l o3 mmk MiD span Rmr .,,us AD-HR-0003
I
I
14
INSTALL ON SITE 150 FELT WITH A 6- MIN. OVERLAP ONTO MAIN -
ROOFIICEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
�ONTINUE 15# FELT TO ROOF PEAK ---1
%L
ONE—PIECE SHINGLE
UNDERLAYMENT
Y MIN. OVERLAP (TYP.) . o
I I i l i 1
I 1 1 6' MIN. TAR AS SHOWN
(APPLIED ON SITE)
r1 -SEE NOTE: _
..
r'-"1
'l rl
y MR
r—'1
SEE DETAIL 'A'
r—'1 . .. . .
'-
I I I l 1 I I I
10
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 15# FELT AND SHINGLES.
DETAIL A
WINDZONE III
(110 MPH)
ALL EXPOSURES
DAPIA APPROVAL'
1. NG OF 15# FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE'NO1ED. q PROVED BY
2 F�NG OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLUUD JUST TO HOLD FELT IN PLACE UNTIL
NGLES ARE INSTALLED.) Sep 22
3. EXiF?dD THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A W 0 VAN �O � � ROOF.
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6 INC.
4. IIJCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS ROOF-
AD— (WITH SPECIFIC END PANEL LAYOUT). FEDE AL MANUFACTURE
HOME
AD—HR-0002 AD—HR-0003. AND Ad—HR-0004. RUC110N AND SMETYSTN4DARUS
JACOBSEN HOMES
P.O. BOX 368
SMM HARBOR, FLORIDA 34695
PHONE (613) 726-1138
NOTICE:
gWZWTK S AND 0RAVRM ARE
WON& PROPRETARY. AM CMFD WK
M11MMS OF 0OO9= MW FACUMV
NC. SM MAIMA1S ARE PROWIM 1011E
=�rt Fplt Puma s ANo Must K
ooIFDFRRAL AND �7Ei F= O um
CON
REV. LEnM
M.T. DAM9-20-03
SHINGLE AM UNDERLAYMENT _
�PPLICA110N ON HINGED SEC110N
AD-HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4" SCREWS,
6-1/2" O.C. OAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA.
STAPLES INTO EACH 16' O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLA11ON OF UNDERLAY11ENT AND SIBNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL YAN
ALL DU
20 PSF
10 PSF
CRC - 167.01 - 167.02
KEA APPROVAL OAPIA APPROVAL _
APPROVED BY
ONIgoRevised
A 10�04
i 09,2006
,�def L INC.
John t;r Ir..%Oo�/efF l, p. C. FEDEAALMWUFACTUIIED MOME
.92 ERC�IQfC'J ring, uric �aFs7AUCTroMA"osAFEiY57AAoi"os
JACOBSEN HOMES
910
nrtsc so[�xANone:
ndn AID aurews Mc
DRAWN BY.
O.A.
oA>E
06-06-06
REV, lEm
.
INN P.O. BOX 368
I mSAFETY Huteolt, FLORIDA
Ob0"A, p"womfol. 00 [OWWTIAE
K"'0Au or x�tr ~ACTURM
"` 91 ul%n m AEE P�� w m
A
ENiAWN6 RILL,
PEAK INSTALLATION DETAILS
u6ss
PHONE
DRAMW6 mimim.
AD-NR-0006
(727) 726-1138
��� AND MsF y �
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR E)OSTNG
FELT AS SHOWN.
NOTES:
TOP COURSES) OF SHINGLES TO
OVERLAP PEAK AS SHOWN,
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MN. NIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
DAPIA
ROVED BY .
AUG a 1 2U
rp INC.
IWIUFA I'm HOME
Imm"SAF wSfMIDAROS
NOTICE DRAVN BY: DATE:
JACOBSEN HOMES NESE 9'EOFXAWG AM DRAVILS ARE M.T. 7-28-04
MWAL rRavAND CnEWnX DRAINING TOBSDNUFATW
ITLE:
„ P.O. BOX 368 YATOEALS KoSARE YImom T K SHINGLE
Nc wa Y„>EpKs,wE RtowoED fo iK /UIOERLAYMENi INSTALLATION
SAFETY HARBOR. FLORIDA 34695 REOENI TO 9'EOM R/r+M NO rust GE DRAIK NwBER: AD—HR-0007
PHONE (727) 726-1138 PUT CpimiluNo SECRET SECRET nod 0rERi
17
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAIBNG
ME M W/ STAPLE OR NAIL
BANDING STRAP "I FED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG.
ABE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
I OUTLET. WiERE INS CRADE CAN NOT BE ACME % NOT LESS THAN 1/8"
OOT MAY BE USED WHEN A FULL 9ZE CLEANOUT 6 INSTALLED AT TK UPPER END.
1 1AFw rc IIQAIY Piawr
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
PIA APPROVAL•
IN FrilNl.
JACOBSEN HOMES KX9?£CF=WM'ARDMAMMAM. °�"�BY' R.R. 'A' 7-17-97 ��Ler�x:
CARNAL PROPF[URT. AM COSIDUiK% DRAWM TITLE
P.O. BOX 368 °AIDNALS OF .ra8sa WwIOACIUS64 PLUMBING SUPPORT
m
WL SM VA:AAI.! AR( PNpCD 10 111E
SAFETY HARBOR. FLORIDA 34695 ASCFW FM TiCIflC F WM RO rust NE DRANNG NMUL-
PHONE (813) 726-tt38 an ea WOM AM 100 new f1sm AD—PL-0001
18
NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
ROVED BY
R
INC,
NOTICE: unAM 01. _-.
M.T. 3-30-05
JACOBSEN HOMES ,ergSPEGflCARONSAND ORAWNGS ME
ORRpNAL, PROPRIETARY, AND CMIDENOAL 9AN1NG TIM
MATERIALS OF JACOBSEN MANUFACRINING OPEN PORCH RAILING(S)
P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPEORC PURPOSES AND MUST BE DRAMING NUMBER:
PHONE (727) 726-1138 REPT CONTDEMTK AND SECRET FROM OTHERS. AD-PO-0001 —00
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
41 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 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
i
(SITE INSTALLED)
FOR OVERHANGS
SEE AD-PR-7003.
FACT `CENTERTALLEIONRAFTERS
REMOVE ALL FACTORY INSTALLED \— FOR ROOF VENTING BOTH FACTORY
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI -�L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
DAPD1
APPROVED BY
ONRevised
woorOct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
P.O. Box 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE
THESE s{aFICA1roNs AND DRJ,wexs ARE
PROITWARY, AND aWDENTUIL
MATEMA1S OF JACOSSDI YAWFACTURNG
W- SDUI MATERIALS ARE PROVOED 10
REOFENT FOR SlWX ROM AND MUST BE
KEPT COR WTIA L AND SECRET FROM OMIS
DRAWN BY.
O.A.
DATE
10-24-07
REV LETTER:
n
ILjJ
MonoRIGINAI,
®
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
DRAWING NUA�IBER:
AD-PR-7001
20
ROOF • TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16- X 1 1/2- X 16 GA. STAPLES
'I (12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
II SEE DETAIL 'A'
�i11' MIN. STE INSTALLED DECKING OVERLAP
II FACTORY INSTALLED ROOF DECKING
II -
;I
SEE NOTE /2
MAY BE RIDGE BEAMS
II (SEE NOTE J4)
SEE NOTE 11
18" MIN.
CROSS-SECTION
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 16' O.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA-t.ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
•
YRND20NE'p
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044
10 PSF D.L.
NDS01
REF, CALCL C-FS3 - 88.01
NOTES:
EKRETR APPROVAL
DAM APPROVAL
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW W71N
2-/10 X 4 1/Y SCREWS AT EACH RAFTER DID. SITE
APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY NSTALI D::�L
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION WIN.)
Jun 09,2006
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) V1TH
beXn
ANC1
j10 x 4 1/2' SCREWIIS 9. O.C. MAIL SPACING.
SEEAD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS
John C, P.r.
-
KDERAL runxAaUMI NOW
CONSTRUCTION AND SAF17Y STANDARDS
K2 Engineering, Inr.
s
I'W71CL u.wmn 01: �...a: ,..�.....
JACOBSEN HOMES >���► oTlcL O.A.0e-02-06
man ewoNx. PAWRCIANT, wo TaIoaNR DRATANG TITIL:
P.O. Box 30 IIAWMS OF J�N MAKWA OMM ROOF TO ROOF ATTACHMENT
ImirnW. m r xw" AK FROM 10 K
SAFETY HARBOR. FLORIDA 34695 ffaW FW 7EOC NIP00 INVO K DRA►NG 14AER
PHONE (727) 726-1138 ev1 ODf1U m ro wxf Am ows AO-PR-7002
21
RAFTER TOP
END ZONE RAFTER f OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUROOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19.0
Al,(E C 48.0
lz
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .1310 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .1310 X 3' NABS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKEIR
19' O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT 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.
MAAMUa INTO TOP do BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER — `".2 X 6 OVERHANG FASCIA
W)WIL (5) 7/16' X 2 1/2- X 15 GA. END ZONE ASSEMBLY NOIE
STAPLES OR MIN. (3) .131- X- 3- NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OURDOM ToMUSS OF IIHEm
MISSES LOCA70
(TYPICAL AT ALL CENTER BRACES) IN 111E ENDZO E PER FASMG CHART.
SINGLE TRUSS ONLY
REQ'D OUMDE OF
3 FT. AREA
..SS NAY BE
K;&..ON ELM SIDE
I NDS01
1. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE R
SECTION TO BE DOUBLED.
2. SEE OTHER IDETAILS FOR TYPICAL ROOF FRAhMNG.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP.
OUTLOOKER FASTENING.
FASTENERS
QUANW. .
PElIEWICIk
J31 PD NAIL
5
1 1/Y
15 GA. STAPLE
8
1'
SCREW
2
1' (INCL To
WilOM FASIENM MAY BE IWAUfD VANDZONE 111
FROM TDP CHORD DOW F PENE1R IN ALL EXPOSURES
5 MANTAMp, (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
r J�%l o9" -,
John C. Doe&-n,'RL-
K2 Engineolin9i Inc.
APPROVED BY
NrFeb
05,2008
FEDERAL WWUFACNRED
ODNSTRUCIION AND SAFETY STANDARDS
JACOBSEN HOMES
P.Q. BOX
SAFELY HARBOR. FLORIDARI 34695
PHONE (727) 726-1138
mmcm "
TIESE SPECFlCATgNS AiD DRAlrits ARE
Mmm. fflwwEdwT. AND
WTEIM OF .YIWBSD7 MAIWACTIRt�IC
W- SiM wtorNs ARE 70
R FDIT FOR VIM pi OM XG MXT E
my OD1iT0191m AID MONEY FOM RDOM
MAIN �°
O.A.
DA7E
1-29-08•
REV. IETiEtt
DRAWING IXE
END ZONE RAFTER/OVERHANG ASSEMBLY
DRAWING NUMBER AD-PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
— I TRIPLE WIDE CENTER SECTION PEAK — —
SITE INSTALLED DECOG ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION & REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSDE SECTIONS (2 FULL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
-SEE OTHER DETAILS TO SECURE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
TRIPLE WOE MARRIAGE LINE
MANUF.INSTALLED DECKING TO HERE
Ift
VANNONE 91
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES:nrrnurw u,rin �rrnur,r
1. I/B" MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 W00o�, a�r �:� Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. CIO nip:.. � .-- N 14 (INC.
ct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 F_ilg;,,L;A l; l; , f IIc. I IV �
SAME DECKING PATTERN. FEDEM MMUFAMMO NODE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3- O/C EDGES AND FIELD
NOMIL DRAATM BY- oA>E I& LIM:
JACOBSEN HOMES WIM SPECM11016 AM DIMM AA O.A. 10-24-07
oaK OL PKPaE1ANY. Me CmftEMaK DRAVA nnL
P.O. BOX 368 HAMM DF 04085tM MAWACIMM
milpmSLO MAMWls ACE � 10 tfE ON SITE PITCHED ROOF DECKING INST.
SAFETY �HARBOR.) FLORIDA 3 ss UT M MU � � oeAwNc M AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
OVED BY
ri
Revised
Oct 25,2007
NC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
NOTICE:
DRAW BY. O A
DATE:
REV. REV. LETTER
JACOBSEN HOMES
ARE
OPoONAPROPRIETARY, AND CONFIDENTIAL
n
DRAWING TITLE:
MATERIALS OF .IACOEHSEN MANUFAcnmm
SITE INSTALLED PITCHED ROOF VENTS
f1
P.o. eox 3se
we SUCH MATETEBS ARE PROVIDED TO 1HE
III- I
SAFETY HARBOR, FLORIDA 34695
RECH M FOR SPECfTC RIMS AHD WSi BE
FROM OTHERS
DRAWING NUMBER:
AD-PR-7005
PHONE (727) 726-1138
KEPT Cbf MUAL AM SECRET
24
ROOF VENTING
/ MARRIAGE MALLS
TIP. IOD sa K CulouTs FOR
YEN111.0011 OF ROOF SECTION
i■l (SEE DART FOR RTOUIREMENTS)
100 SQ. IN. CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
(1607 x SECTION LENGT)t
CUTOUT HOLES-
0 TO 15'-6'
1
15-6' 10 31'-3'
2
31'-3' TO 46 -TO'
3
46'-10' 10 6 -6'
4
62'-6 To -0
5.
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
�I
I MARRIAGE MALLS
�I
cI LOW VENT LOW VENT
I 150 SO. IN, V
I 3 HIGH VENT IN SITE 1NSTAW
_F---- -------------- —
��I
I CENTER LINE OF CENTER SECTION
(On I SECION LOGIN:
"m Im
Low We
ID A'-S
NO[
Ux
3- ID 4r-W
now
46*-W ID 61-f
:
1 u SQ
67 106Tr-
21A SK
L,w I dl AWXN ID OIQIANG KMTS
I
St i'II 71P. 50 SO. K ROOF VENTS
LO(SEE
W VENT LOW VENT
CHART FOR REOUREYENTS)
MARRIAGE WALLS
I
I
I SITE INSTALLED CENTER SECTION OF ROOF.
I
0
z
W
0 I
DAM APPROVAL
it
AF
PROVED BY
;I
li
JUN 1 �
II
INC.
FEDj
tAL MANUFACTURED HE
ST
I
CooNE
rWo AND SAFETY OAROS
I�
JACOBSEN HOMES
NOTICE
1msk nCAMSAIDWAVE=AK
MAIM BY:
R.R.
DATE:
01-22-04
REVAETTEIC
P.O.eox 36e
0IKWAL. PROPRUART AID COIi1001TM%
MAIM*LS Or ,A,COMM UN"ACAOM
DRAWING TIRE:
ROOF VENTING
-�
l i _
SAFETY HARBOR FLORIDA 34695
6R SUCH MAKR ALS ARE PRDWM 10 1K
I AMO /OR FROG P1WM W AUST K
DRAWC NUWXk
PHONE (727) 726-1138
AVT C0I1fE11T^ NO sail nVJ 02M
AD-PR-7006
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
/ SITE
SECTIONINSTALLED
OF ROOFER
VENT CAf
(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)
LTV. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
i
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
[XHAUST DUCT SPLIT
►ND FASTENED TO ROOF
)ECKING OR BACKER
V17H MIN. 4— 8D NAILS
N LIEU OF FASTENING
IUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
"'—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'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS,
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5. SECURE StiTE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
<4�,:
VENT PIPE
(SITE INSTALLED)
COUPLER
m (SITE INSTALLED)
VENT PIPE
D.o-(FACTORY INSTALLED)
DETAIL ' B'
APPROVM--
AP40VED BY
JUN 16 °
INC.
RDERALANUFACTUREDH061E
ION AND SAFETY STANDARDS
NOTICE DRATNI BY: DATE REV. LETTER;
JACOBSEN HOMES T� � SKOMIAM MA� AK R.R. 01-23-04
a 00ML P11WKlAW, AM COFMIIAt DRAWING TITLE: _
N P.O. BOX 368 A 1+ "'�'�
w— wm s PITCHED ROOF EXTENDED VENTS
FIc, svol wlpaarl5 ME PTIpYOID TOo[
SAFETY HARBOR. FLORIDA 34695 RE PO" MR SPEOF ROMS6 No MA1 K DRAWIG NUMBER:
PHONE (727) 726-1138 KEPT ooKMIK so.oxf "CA oom AD—PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15# FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT INTH A 6' MIN,
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 150 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN, 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS, PERIMETER OF ROOF.
I <
F1ElD INSTALLED ROOF SHEATI*NG (TfP.) `}
I
I + 1 ) I ! I ! + I 6' VADTH OF ROOF CEMENT WEN �
1 I ! 1 I OPTIONAL 15/ FELT IS INSTALLED.
—
r I
OPTIONAL LAYER OF 151 FELT
r�
ONE-PIECE SHINGLE
UNDERLAYMENT
ROOF SHEATHNG (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECI NG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1 /2'
TO
1' >' f k i.
FASTENING DETAjj, YANDZONE U
(110 MPH)
ALL EXPOSURES
NOTES" ENGINEER APPROVAL- DAPIA APPROVAL
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED.
Revised
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED C_J Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) .jShl.al 4jzddl-sn,
INC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 E;7 iric- 11-19, InG. ED STNJCRAL IDN AND SAFETRED Y
T
9 + NSTIWCf1DN AND saFfTr srANDartos
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
NO710E��'
,NEg �Ei�TGTi011S AM rxurlcs AFE
O.A.
10-24-07
�� ��+�
fillwu," nmrmTML AND cufu mm.
MAMMALS OF MOM NAIRt XTJW
DRAW 11LE
SITE
%1
P.O. BOX 368
NC SNATMS ARE PWAE) m D[
NSTALLED SH?IGIE AND UNDERLAYMENT
rH,
SAF HARBOR.) FLORIDA726-1138 95
MOW
ORA IG NUMBEIE
PHONE ((TY
I DOi;�0E1I1NL AND ME Ntn
AD-PR-7008
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105' X 1" MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPUED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME, WITH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES, WITH BOT70M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE . COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES
DARA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1" X 16 GA.
APPROVED
BY
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
sup+
INC.
rALMANUFACTURED
HOME
CON
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
TKS<SPERFICAT06 AND oRAWNMARE
DRAM) BY.
M.T.
DATE:
02-04-04
REV. LETTER
DRAWING TITLE
GRKKI<. PROPR[TARY, AIR) CoNWl711u1
„ P.O. BOX 368
VA70MlS OF mCOOSOI IIAN6ACTUIb16
NC SUCH MAURUdS ARE Iy W O TO O[
TYP. FLASHING INSTALLATION
DRAWING NUMBER -
AD-PR-7009
SAFETY HARBOR, FLORIDA 34695
PHONE PHONE (813) 726-1138
R[CF01 FOR SW FLOP [S ""I S
iVI CUq NO SEMI FM Ono
28
ADDENDUM
GENERAL NOTES / TIE-DOWNTS
NOTES:
' 1.
FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2.
VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE-
DOWNS-1
VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-OCYNS WHEN A DOUBLE
j
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. iM!EN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLED
4.
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN'HOMES (TO BE SUMMED BY OTHERS).
5:
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 ARID END
6.
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLA11ON
i
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
7.
THE UNIT.
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
DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF a-O' (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, 1 AND 16.
10.
FRAME TIE -DOWNS SHALL BE "WRAPPED" AROUND THE MAW I -BEAM (AS SHOWN ON TYP. CROSS-SECTION
I!
DETAILS) AND SHAM COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
j 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 RM TYPE OF SOIL IN
12.
WHICH THE ANCHOR IS TO BE INSTALLED.
GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
13.
TABLE.
GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14.
'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS
15.
ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16.
A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE 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 VHCH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
111
ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19.
SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCOG REQUIREMENTS. ALL BLOCKAG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
ON TES:
EHgN`EER/��`U D I//l�
DAPIA APPROVAL
c�,L
ROVED BY AL,_
THESE NOTES AND DETAILS ARE APPLICABLE
�:&STER
Q NO• O •:•
T 5 1
FOR WIND ZONE II AND/OR WIND ZONE 1II. THEY
- ENE8703571JLAI
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
= .�
INC,
FOR SPECIFIC INFORMATION ON EACH.
-
•, TAT r
JACOBSEN HOMES
NOTICE ''Inrrr
TKSE SKoncAims AND DRAWPIfS A
CROWN. PROPRIETARY, Uro CONrMTlN
1
,rrun ► r`C.L.Y.
DATE: 5-19-95
REV. LETTER
n
DRAn1NG TITLE:
NOTES
„ P.O. BOX 36B
SAFETY HARBOR, FLORIDA 34695
UATERIAIS OF JACOMN UAUFACTANC
REWINT faa SKCfC n� qua WS BE
_GENERAL
/-i
DRAMNG ►Nu5Ek
AD-TD-0001
PHONE (813) 726-1138
MPT COIFMU No SOV raw OrlM
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
UK Qry•
EA END OF
ANCHOR
ANGLE
YIN. OTY.
EA END OF
ANCHOR
ANC E
FLOOR
(� K.
WIG1H
EA. SEVION
YIN. 0
EA SECTION
UK 6
O� 1-
20'-0'
2
36'
2
'
24'-0'
2
46'
2
6060'
254
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE H
WIND ZONE III
SPADNC
DEL HEAD
ANCHOR ANGLE
SPACING
DEL. HEAD
DEL
ANCHOR ANTE
FLOOR
��
WIDTH
OVERHANG
LOAD
26-0'
12'
8'-0.
31501
40'-50'
6'-8'
3150#
40'-50'
24'—O'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
25'-4'
12'
8'-0.
31501
40'-50'
6'-8'
3154
''
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
3150
�40'—J5'0'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
uNN. QTY
EA. END
ANCHOR
ANGLE
uilN oTY.
EA. END
MOOR
ANGLE
WIDTH
EA. SCION
YIN. 0
EA. SECTION
YIN. 0
O�
2'-0'
2
50'
2
68'
24'-0'
2
70'
3
50'
25'-4'
3
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Ht
SPADNG
DEL HEAD
ANCHORANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
20'-0'
12'
5'-4•
31501
40'-45'
4'-0'
3150#
40'-50'
24'-0'
12'
54
3150"
40'-50'
4'-0'
3150#
40'-50'
254
1 12'
54
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
1 12'
54
31501
40'-50' ,%
1111, '—O'
3150j
40'-50'
NOTES'
ENGNEER 4,
,, O •,,
OAPIA APPROVAL -
1. SEE AD-M-0001 FOR ADDMONAL REQUIREMENTS.
�r Q�G No.R�O''.v ��
PPROVED BY/k,
2. SEE AD-TD-0011 FOR uA%IMUu PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOW-
= ENE8
1510
OF:��
'•.
INC
o
'� '� ' •. D I A� •�� .�`
as�s„o• A,o svET, slAlcw+la
NOTICE
+H>FTANT1e DATE: REV. LETTER:
C.L.Y. 5-30-95
JACOBSEN HOMES
THESE=EonCATIONS AND DRAMN(S ARE
MONAL. PROMETARY. AND CONI'MI L
DRAWING TITLE.NORM. A
MATERIALS OF JACOBSEN YAMIFACTURINC
SPACING TABLES
P.O. 80% 368
„ SAFETY HARBOR. FLORIDA 34695
PHONE (013) 726-1138
DIC SUCH YATEFMS ARE PRO%= TO THE
REQPENT rcR sKcm morass AND aw BE
PVT COWDEH11AL ATD SEQST fRW OTHM
DRAWING NUMBER:
AD—TD-0010
30
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PEX AD-ID-0010 ME PER AU-N-WIu INit KX W-llrwlu IAML rix w-nrww imxL rrn
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE-DDIM HEPROD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE 72-DON YE�RI�
ENGINEER _kwovAr r
NOTE
1. SEE AD-TD-0010 FOR SPAdNG TABLES.
2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED.
3. SEE OTHER DETALS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIMAENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE V: 60' MAXMUM HEIGHT
ZONE 2/EXP05URE V: 44' MAXWUM HEIGHT
ZONE 3/EXPOSURE V: 40' IIAXMUM HEIGHT
ZONE 3/EXPOSURE V: 36' MAXMUM HEIGHT
_G\STER**"
r'Q No.
w ENE8703571
S t �' �4.►
REF.
SEE NOTE 5 FOR
MAX411!{I HEIGHT
INC
NOME: "IjUINIaI DATE REV. LETTER
JACOBSEN HOMES TNEm SPEonckmatS ANDDRANNGS ARE C.L.Y. 3-27-95
CRIGNAE. PROPKTW AND COWVMTLAL DRAWING TITLE
F.O. BOX 368 MATUVIS OF JACOBSEN MANUFACAVING FIGURES 1.0 AND 1.1
INC. SUCH MATEICALS ARE PROM TO THE
SAFETY HARBOR. FLORIDA 34695 RLUPW FOR SKCFIC PURPOSES AND MUST BE DRAWING NUMBER
PHONE (613) 726-1138 IEPT COI MU& AM SUM FROM onus AD-TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEMATION
CU(1NO TIF—nnWN SPACINGS
FIGURE L 0
TYPICAL CROSS SECTION I I
MOWING TIEDOWNS TV. RDOR
TV.
ANI7It1t ANGLE (ME MR P) AN= ARM (SEE NOTE P)
FIGURE L I
(DESIGN BASED ON 95 l/f I -BEAU eEN1E1tS AND 96' I1GH SIDE ES)
XP—TE5:
1. SEE AD-TO-0010.1 FOR SPACING TABLES
2. SE AD-TO-0010.1 FOR QUANITY OF LONCIAIDK TIE-OOIIN STRAPS REOIARED.
3 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANM AND OTHER REOIAREMDn
4. SEE AD-70-0001 FOR ADDBRONAL REWREMENTS
j 5. ZONE 2AVMRE V: 67' MAZI M HQGFFT
ZONE 3/E>t MRE 'C: 56' NAMIU11 HEIGHT
6. WHEN ANCHOR ANGLE SHOWN C1 AD-7D-0010.1 CANNOT K ACHIEVED,
INSTALL AN APPROVED STA®LDgR PLATE
ee�46eseaeeeei�ei
sae G. DO o00
m vim/ ir
O�•e ie.r-
®eeaea,+�
SEE NOTE 5 Fat
HAltflel NNIT
APPROVED BY
Jtm 16,2009
INC.
FEDERAL IWOIFACnlRED HOME
CONSTRUMON AND SAFETY STANDARDS
REF. CAM
C-TD- 215.01 - 215.20
HOTICL ,
JACOBSEN HOMES ,OM SPMMTM NM MAW= ARE M.T. 06-04-09
� OtNtiNA�. pROPRItTARYMD CONimEAllAI. DRIILMNG 111LE:
MAIEiW OF , JACOa NANt1FACN!lat0 FIGURES 1.0 AND 1.1
P.O. BOX 368 W. SUM WERMS AK PItOVCin 10 TIE
SAFETY N RID',95 OSnDRAWN��
PHONE
HO13)72WTCWMWLNNO TRW AD-TD-0011.1 00
44
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1 �'
ZONE lI & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
r+ ,
MIN.
WIND ZONE II
WIND ZONE III
V
FLOOR
WIN. OTY.
ANCHOR
YIN. OTY.
ANCHOR
�4
WIDTH
END
E END OF
ANGLE
�S
E.A.ESECTIONON
SECTION
IN.
MIN. a
EA ;<cncN
,
MIN. e
12'-0'
2
43'
2
55'
j�
13'-4'
2
50,
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6-
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
13'-4'
1 6'
1 5-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. CITY.
ANCHOR
UK OTY.
ANCHOR
WIDTH
EA. END OF
NQE
EA END OF
ANGLE
O
EA SECTION
YIN. A
EA SECTION
YIN. 0
12'-0'
2
64'
3
41'
j~1
12'-0'
3
37'
1 4
1 33'
3
42'
3
55'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DEL READ
ANCHOR ANGLE
FLOOR
SAVE
WIDTH
OVERHANG
LOAD
LOAD
12'-0'
6'
5'-4'
3150g
40'-45'
4'-0'
31509
40'-50'
13'-4'
6'
5-4"
3150J
40'-50'
4'-0'
3150#
40'-50'
NOTES
ENGINEER, 00
DAPIA APPROVAL
1. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS
�.` Q� • G� g r ER • 0� %�
AP P ROV E D BY)P-IM
�O
2. SEE AD-M-0013 FOR MA)GUVY PIER HEIGH75 REQUIRED FOR THE LOADSNO.
TABULATED ABO%
,v
ENE 8 703571 =
'l<JFi 1 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160" FLOOR OR 144' FLOOR MOTHS WITH 95 1/2'
SPACING MUM 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXSIDE
*, STAT'= F
- O -
l•I ''• �^/ �'
casti:+o�ArosvtnnMOVHoo
I -BEAM
OVERHANG MAX EACH SIDE OF UNIT).
F ������.
OVERHANG (6'
JACOBSEN HOMES
NOTICE: AA/lI7/11
TNESE Si'ECVICATIONS AND DRAWINGS ARE
A
11111d C.L.Y.
DAB
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
P.O. BOX 36B
ClaGNAL. PROPPoETARY, AND CWFMO41M
MATEMALS OF JACOBSEN UWFACTMNC
/ \
/1--i1
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
INC. SUCH YATER:ALS ARE PRONDED TO THE
RECPINT FDR VE IC RFAOYS NO MUST BE
IQFT WDENTA AHD SECIV ►RCM OTTERS
DRAWNG NUMBER:
AD—TD-0012
34
ADDENDUM
I
TIE -DOWN SYSTEM
SIDE ELEVATION
TIE -DOWN SPACINGS
RE -DOWNS TIE -DOWNS
I
I,
I
I, 24' TE-DONN 5PAdNG 1E-D01M1 S?I1CNG TE-DONN SPACMG lE-DDhN SPAgNG DE-DGMH SPALIIG 24'
MAX PER AO-ID-0012 TABLE PER AD-7D-M12 TABLE PER AD-ID-0012 TABLE PER AD-.10-0012 TA9E PER AD-li}-0012 TABLE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE 2 0 FOR AMITE MDOW MMD
mu Nut
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE flE—DORM i0 HID
SEE MDR 5 FOR
HAWN HBO
I ENgIF�`( D f#jj"i
Do
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES.
2. � AD-TD-0012 FOR QUANITY OF LONGITUDIAL 71E-DOWN STRAPS REQUF0- �; •Q�. N0.
3. ,SEE OTHER DETAILS FOR BL.OMNG (PIER) QUANTITY AND OTHER REOUFiEMENTS. 4 ENf 870357
4. SEE AD-TD-0001 FOR ADDITIONAL REOLIF"EN75.
5. IZONE 2/EXPOSURE C;: 30' MAXD�IUM HEIGHT
ZONE 2/EXPOSURE0: 48' MAXIMUM HEIGHT ATE OF
ZONE 3/EIIPOSURE :C': 28' MAXIMUM HEIGHT '•
ZONE 3/EXPOSURE D': 60' MAXIMUM HEIGHT ����01.
��
APPROVED BY U^''
'INP.LAP+ !i �
INC
rna�wuc�aMosAfcn
II
JACOBSEN HOMES
��i N
NOT1C1 q
TSPECFICA71MS AND nRAMdNb�60
NFSE
ORGINAL. PROPWA M ANo ooN►mONTma
LDR R�
�� c E Y•
DATE:
5-19- 95
REV. LETTER:
AW
DRAWING nnE:
AND 1.3
MAIERUALS OF dAco65191 MAAUFACT1i M
FIGURES 1.2
P.O. BOX 368
LV RM MA'uu-S AAE P ---D TO i
SAFETY HARBOR, FLORIDA 34695
NECPt111 FOR woX PJFM NO MO K
DRAWING NUMBER
PHONE (813) 726-1138
KEPTcONfMTK AND s=WO FROI OHMAD—TD-0013
i
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1
AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES
EA PAOVAL.. 4/
DANA APPROVAL
1. SEE AD-TD-oo10 FOR SPACING TABLES
-
�.' F� No. P� ��
APPROVED BY
2. SEE AD-TD-DD10 FOR QUANTY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. _
ENEB703571 s
5
3. SEE OTHER DETAILS FOR BLOMNG (PIER) QUANTITY AND OTHER REQUIREMENTS =
�• -
4. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS
INC
,c'`•�c • �NaIAN�v��'���`
N:oF1Y MAWACM0"
fA6TRRlA�/rO3NiTT34161sTf
JACOBSEN HOMES
N07CE:
THESE sKoncAnONS MD GRAWNIS ARE
ORMANAL, PROPRIETARY, AND ODNFIDENTUL
DRAYN BY:
C.L.Y.
DAZE:
5-19-95
REV. LETTER:
//
DRAWING TITLE
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
MATERIALS OF JACOBSEN YANUFACTURHNG
INC. SUCH MATMALS WE PROMDED TO THE
REOMENT rOR SPECK PJNZ AND WST eE
PVT cO�mnk AND SECRET TKV oxn
FIGURE 2.0
DRAWING NUMBER
AD-TD-0014
3b
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
,I
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE N:W OF MAIN FiAl1=
100,
I
I
I
-DOWN STRAP
SCE OTHER E-7A1L5
FOR TIE -DM STRAP
SpECF1CAnoNS
APPROVED ANCHOR Y$'.D:D TO
WAIN I -BEAM (SEE OTHER OEF:J_S
SEE W-10-0200 FOR FOR 71ELONG) TO BE IKSTAIiE6'
RADIUS CLIP DETALS AT . 3 FACTORY.
(REWIRED INS LOCATION). (YOU. 751 TAMAX LOAD-)
LOAD
AVO 4725j LA.TTAIATE LOW.)
o GROUND ANOtCR
° SEE OTHER DETALS FOR SIff,
ANGLE AND OTHER INSTALLA71ON NOTES
SIXJD HEADER (CROSSMEMSER)
SIDE VIEW
NOTES:
1. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-TD-OOtO FOR OUANITY OF LONG37UDIAL TIE -DOWN STRAPS RELTJ:RED.
J. SEE OTHER DETNLS FOR BLOCKING (PER) OUANTITT AL) OTHER REWREMENTS
4. SEE AD-TD-OD01 FOR ADDIGONAL REWREMENTS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHGVE (813) 725-1138
FIGURE 2.1
3' X 3/4' (: 1/2') . MUST BE LOCATED
CUT IH70 HEADER VITHN 5' OF MAIN
FOR STRAP AITACHJENT. CHASSIS 1-BEA�
(FACTORY CUT)
SEE AD-M-C2DO FOR
RADIUS CLIP OVALS
(REOL'RCD THIS LOCAMON).
GROUND ANO M*
SEE OTHER DETAILS FOR SIZE,
ANGE ANO OTTER RSTA LAMON NG =S.
NUB 0MVAU'-%,J.
ON
At
4N11111111U\\
ANCHOR BRACKET AND TtE-DOWN
DEVICES ARE CERTIFIED By DIOS
rOTTCe CRAWN BT. C.L.Y
T.JEZ WEDMAIGNS AN3 CRATfh65 ARE
OMGNAL P11VROART. AN) CW100t1TA: CRAP" TITLE:
VATiFl a Of .IACMZX YANWrACTMIG
WL' SWI MATTJw An PI1ovm 10 1w
A WOT Fot 9ECM PJWM AAD OUST E DRAWING NUVBM'
wl cahnuNIAL AA] 4ov TItoY own
FIGURE 2.2
':A APPROVAL:
-- --- 6-13-95
FIGURES 2.1 k 2.2
AD-TD-OM
Ift-9 I
LONGITUDINAL STRAP ATTACHMENT
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4' WIDE
AND Q035 INCHES IN THIC(NESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS.
IM CLAMP, MANUFACURED BY
ENGINEERING, PART # 59011
Ixr. NANUr'ACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL
PROVED BY
I H INC.
MANUFACTURED HOME
Cl ION AND SAFETY STANDARDS
NO
'JACOBSEN BIOMES THESE SPEOFlGTIONSIAND DRAIMDNS ARE DRAWN BY: ' M. DAIS: 6-12-01 REV. LETTER:
■ ORIGINAL, PROPRIETARY, AND GWRDENRAL DRAWING TITLE:
�� INC
P.O. BOX 36B•' NSUCH
OF FDXSJACOARESEN PROVIDMMUFED
THE LONGITUDINAL STRAP ATTACHMENT
-, INCc such NArEIEAts ARE FRONDED l0 THE
SAFETY HARBOR, FLORIDA 34695 RECAdT FM 9 X PDRVOSES AND MUST BE DRAWING NUMBER:
L PHONE (727) 726-1135 KEPT CONRDENRAL AND SEQ0 fROV OTHERS AD— TD-aO16
38
'd
ADDENDUM �s
it
VQG c �
s
'I
OFFSET
UNIT TIE -DOWN SPACING TABLES
III
O
ZONE II & III/EXP. C & D `� T
it
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND
ZONE III
MN. OTY.
EA. END
ANDIDR
ANCE
UK OTY.
Ell END HF
Mon
A
I V
FLOOR
I
I
O�
WIDTH
EA, SECTIONtlDIO N
MR. a
Ell SECTION
E e
10'-0'
2
44'
2
56'
I
II
12'-0'
2
57'
3
42'
13'-4-
3
38'
3
50'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING- TABLE
MIN.
MAX.
WIND ZONE u
WAND ZONE III
SPA0IIG
DL HEAD
LOAD
ANCHOR ANGLE
SPACNG
DBI HEAD
LOAD
ANCHOR #ME
IFLOOR
WIDTH
EAVE
OVERHANG
II 10'-0"
12*
4'-0'
31501
40'-50'
4'—D"
31501
40'-50'
II 12'-0"
12'
4'-0'
30001
40'-50'
4'-0'
31501
40'-50'
�I 13'-4"
12"
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
II
II
LONGITUDINAL TIE -DOWN SPACING TABLE
II
MIN.
WIND ZONE II
WIND
ZONE III
MIN. oTT.
OF
ANCHOR
NDL OTT.
ANCHOR
FLOOR
IIO
WIDTH
EEA SE SECTION
Mule
fEA SECTION
Mute
10'-0'
2
64'
3
46'
II
12'-0'
3
50'
3
68'
II
13'-4-
3
58'
4
48'
II
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE.
MIN.
MAX.
WIND ZONE II
WAND ZONE III
SPAONC
DBL HEfJ
ANCHOR ANGLE
SPACING
DOL READ
ANCHOR ANCE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
10'-0'
12'
4'-0'
31501
40'-50'
2'-8'
31501
4T-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4"
12"
4'-0'
3065,9
40'-50'
2'-8"
30001
40'-50'
NOTES:
ENa; �� CiYAtOQ�� A I
ifkt5 VtD BY
1. OFFSET SECTION %ITH THE MARRIAGE LINE WALL EXIENDINC BEYOND THE ENDM'.LL OF
Q ,.• G\ST�p'� ,
�� •?� c� •'•
REVISED
THE ADJACENT
THE TABLES
SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TOi.h
• '
-
SAP 0 9 1
WITH
..
•T
BE TIED DOWN
W ACCORDANCE IIITH THE NORMAL SPACING
TABLES (AD-M-0010).
�,
INC.
2. SEE AD-TD-O001 FOR -ADDITIONAL REOUIREMENTS.
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
ABOVE
��`�; •.!H1�IQr.!T''��``�� FED
•• ...•• CO
���
AL MANUFACTURED HOME
STRUCTION AND SAFETY STAND
4ss �C���
AT
JACOBSEN HOMES
TaONSAM D'��n
n¢sE sPEanunoRs AND RAwres ARE
CMCINALU&TEMA PROPRIETARY. AND
41Tn '
R.R.
pA7�
8-27-96
REV. LETTER:
B
DRAwwc nTtF:OFFSET
P.O. BOX 368
uATE9" Dr NUFAoLKILALIMIG
CTORTKE
SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
DIG. SU01 YAIERULS ARE PRDNDED TO iHI
RI&S ARE ROWE
RECFST rCR SPEOM PURPOSES NO MEAT K
IEPT EDMMnk APO SECRET TRIM CITIM
OWING NUMBER:
AD—TD-0020
OS.
39
ADDENDUM.
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
Ip%'i=
p/p,%07
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE Mr -DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXDIUM HHOGNT
[TAUS ON AD-TD-OD20 DQ d4I APPLY
TO THESE STANDARD LRIL11-MDE SECAONS
OF THE UNIT -SEE NOTE 1. AD-M-Mi
TYP. FLOOR SYSTDI-7 TTP. QO%_wElm
Man MOLE ANCHOR ANGLE
MGLE ANGLE
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOAH HF,THOD �T iAi d� H.4+8q�, AL7ERNATE TIE-DOIYN MMOD
NOTES: ENGI o .• �iDAPIA APPROVAL:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �]O•��G� No RF�� APPROVED BY
2. SEE AD-TD-0020 FOR OUANITY OF LONpTUDIAL TIE -DOWN STRAPS REQUIRED. All
(OFFSET SECTION ONLY) a ENE8703571
3. SEE OTHER DETAILS FOR BLOC (NG '(PIER) QUANTITY AND OTHER REQUIREMENTS. _ +`
4. SEE AD-1D-0001 FOR ADDITIONAL REOUIREMENTS.41 INC
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT % 0�'• /'.••�� ��� �NiAC1Uli®WIE I V Ley
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (327 0 24' WIDE MIN.) elf,ZONE
�` •' �� ��� quctA7N AFcsAF}TTSWay�p
ZONE 3%EXPOSURE V.' 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) ��'''�sr!QNAI.•E;��`����
JACOBSEN HOMES
NONIC
THESE SPECIFICATIONS AND DRAN1NfS ARE
DRAWN BY:
C.L.Y.
DATE
5-11-95
REV. LETTER;
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL
E++��� of JACOOSTN MANUFACTURING
DRAWING TITLE
FIG. 3.0. 3.1 & 3.2
Nt
P.O. BOX 368
ONG SUCH MATERIALS ARE PROVIDED TO THE
SAFETY
C
DRAWING NUMBER:
PHONE (813) 726iD11384695
WFSPECIFIC O SE V n= O
IVT
AD—TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE—DOWN.SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,11111N111UIN!
NOTES: `Eh OV �i�"� DAPIA APPROVAL'
O�••'\SrE •.O
1. SEE AD-TD-0020 FOR SPAC-N-3 TABLES (OFFSET SECIION ONLY). ` � ��G hb.9FO �Z''� APPROVED BY
2. SEE AD-1D-0020 FOR WANITY OF LONCITUDIAL TIE -DOWN STRAPS REOIARED. � L
(OFFSET SEC71ON ONLY) 3 NE8703r,71 5
3. SEE OTHER DETAILS FOR EL000S; (PIER) WANTITY AND OTHER REWREWENTS. _ •
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREIIENTS. �' .' INC
��F , /�QIAN�,.•��. `. cao,ac+aAwwmE:wc,lw
■
JACOBSEN HOMES
P.O. BOX 368
NONS AO " •
1NEse sPEonunoNs AND osAnNls ARE
OMONN PROPIa mi. A Cpi10EN1U1
MATERIALS OF JACOM YARNACmuc
�► BY: ,
C.L.1'.
DATE
5-11-95
REV.LETTER
n
DRAIAHG 11T1E.
FIG. 4.0
„
SAFETY HAR2 _�. FLORIDA 34695
W- 9" MA�,S ARE PIIOMOEL 10 rd
ASCIPOR FOR VEOIC PJMM NO MAI K
'H` .
DRAWWG NUMBER
PHONE (513) 726-1138
IVT COIPMTA AIo Sfor no OIN06
AD—TD-0022
41
ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES rD
[� it ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE II
WND ZONE III
uw. on.
ANCHOR
uIL on.
ANCHOR
FLOOR
EA END
N
EA. ENDANGLE
WIDTH
EA SECTION
YIN.. A
EA SECTION
YIN..A
^�4
2 '-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
tiv, 1
254
50'
2
61'
26'-8'TIE55'
3
30.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
DELAHCHOR
ANGIE
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-0'
12'
4'-0'
37001
20'
4'-0'
39501
20'
25'-4'
12'
6'-8'
40001
15'
4'-0'
3950j'
22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
n
MIN.
WIND ZONE II
WIND ZONE III
v
FLOOR
WN.OTY.
EA. END
ANCHOR
ANGLE
Yw.OTT .
EA. END OF
ANCHOR
R1DiH
EA. SECTION
uw. a
ESL SECTION
uDLDL 0
0
20'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
254
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
BET.. HEAD
ANCHOR ANQE
SPACING
D oEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
40001
20'
NIA
NIA
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
254
12'
4'-0'
40001
26'
NIA
N/A
N/A
26'-8'
12'
4'-0'
40001
27' , ,,,,,
, N/A
N/A
N/A
NOTES:
ENO N9A'qPR�IALDFO ''//,
DAPIA APPROVAL
. O. xs ' F�Ji''
'
-- -
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREl1ENT5.
I O
- .-
2. SEE AD-TD-003I FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
;' ENE8703571 •:
;`� - ``•`�
ABOVE:
_
3. 20 WADES -82" MAXIMUM I -BEAM SPACING ONLY.
-�
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
��/,I�•`,`�```.``
_..._.....-_.:..
u
NOTICE '�Mtu
0010 '
C.L.Y.
DATE
6-13-95
REV. LETTER:
JACOBSEN HOMES
T-EsE 3KancAms Afro DRAMNIS ARE
OMONAL PROPRIETARY, AND CMn%XPA
DRANING TITLL.
ALT. SPACING TABLES
P.O. BOX 368
MATERIALS OF MACOM MANUrAC7lRK
ING SUCH MATERIALS ARE PRONGED 70 OGi
DRAMNG NUMBER:
AD-TD-0030
SAFETY HARBOR. FLORIDA 34695
PHONE.(813) 726-1138
FLOW r rOR SPE= R"M A'O UZI K
ATPT CW11011a a Arm s n rKm oncRs
42
,o
10
# �N�x°RS ALTERNATE TDEEDOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
gF NOTE 4 FOR
MAXIMA HEIGHT
4• MAX. L FIGURE 5. 0
LSEE FIGURE 1.1 FOR RECOMMENDED TIE-DOI,1 MOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR 1HIf1 A DESIGN 1.DAD (TORID C LOAD) RATING OF
4,ODO POUNDS AND AN ULMLATE LOAD RATTRG OF 6,CDO POUNDS MUST BE USED. AN EgHTVI1.ANT ANCHOR MEETDIG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF TIN: STYLE CREST PRODUCTS ANCHOR.
ON ITES:
THE ALTERNATE TEE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
11 SEE AD-TD-ODDI FOR ADDITIONAL P.EOUIREMENTS.
ALL WIND ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE 'D. HOWEVER• BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX.
SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUIREMENTS
NED HEIGHT OFF THE GROUND IS GREATLY REDI. SEE OTHER DETAILS FOR THE
FOR FlCURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-7D-DO30).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
ZONE 2/EXPOSURE 'C% 3X MAXIMUM HEIGHT
ENC�NEQt,�pPROVAL_T•• ''
DAPIA APPROVAL:
�NS
ZONE 3ZONE /EXPOSURE C': 30' MAX7.EUM HEIGHT
ZONE 3/EXPOSURE 'D': INS
��Ti',�
APPLICATION IS NOT APPLICABLE.
NO, F J ; L
JACOBSEN HOMES
NOTICE '1i111'
TTIESE SPE011CATIONS AND ORAWIUS
'DRAWN BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
.
P.O. EOX 368
ARE
MONAL. PROPRIETARY. AHO aRxitT41.
CO
MATMALS OF JACOM MAIANACTLRING
DRAWING TITLE
FIG. 5.0
\, SAFETY HARBOR. FLORIDA 34695
OTC. SUCH MATERIALS ARE PRONGED TO THE
RECI DW rOR SPECM FLAM a AND MM K
DRAWING NUMBER
PHONE (813) 726-1138
PUT Caf MTUL Alp SECRET.n= OTHET6
AD-TD-0031
43
�E
��bN°`'N �` ADDENDUM �g�s
1 APP��
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6
ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
WIN.OTY.
EA END Of
EA gCTION
ANCHOR
N
YIN.. 6
WIN.OTY.
EA END
EA SECTION
ANCHOR
ANGLE
YIN.. '6
`4
FLOOR
IMDTH
�S
20'-0*
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
25'-4'
2
45'
2
58,
26'-8'
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DOL. HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHORANpiOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20`-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-O'
40001
20'-30'
-4'-0'
40001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
WNL CITY.
ANCHOR
FLOOR
WDTH
EA END OF
EA. END OFANGLE
U
EA SECTION
IN.
MIN. 9
EA SECTION
YIN.. 6
O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
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'
3'-8'
40001
20'-30'
2'-8'
4DO0#
20'-30'
25'-4'
12'
4'-0' 1
4000/
Z5'-30'
3'-2'
4000#
15t-30'
26'-8'
12"
4'-0*
40001
25'-30'
3'-2'
4000#
25'-30'
NOTES:
ENGINEER if @WUIIINII,,
DARA APPROVAL-
1. OFFSET SECTION NTH THE MARRIAGE LINE WALL EXIENDWC BEYOND THE ENowAu of
C Opp
•`l`
S�
PPROVED BY
THE ADJACENT SECDON MUST BE TIED DOWN AT THE MARRHAGE LINE IN ACCORDANCE
WITH THE TABLES ABOVE THE 4DEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
? Q' N O
.U1 1 4
BE TIED DOMM IN ACCORDANCE NTH THE ALT. SPACING TABLES (AD-TD-0030).
E CE i
IN AINC
-
2 SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
3. SEE
E 7D-0033 FOR MAIOMUM PIER HEIGHT REQUIRED
=r
FOR THE LOADS TABIAATED
JACOBSEN HOMES
NOTICE ��ir i'
THESE SPEanCATIM ANo oRA.uHs'bE[�:
A� ���
�«�`' C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAWING TITLE:
ALT. SPACING TABLES
P.O. BOX 368
CRIOINN. PROPRIETARY. AND OOIdMTNL
MATERALS OF JACOBSEM MAUFACMING
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
WG SUCH NATERKS ARE PROVW TO THE
RECPOR FOR SPECFX PWP035 NO WSF K
IQPT COKWnk NO SEacF FROM OTPM
DRAWING NUMBER:
AD-TD-0032
44
�,.E
„ESN° jo.o. , ADDENDUM
cup
4A�c� ALTERNATE
TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
FIGURE 6.0
FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
YA) " HEIGHT
I
FIGURE 6.1
SER MURK 12 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TO USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR TITR A DESIGN IOAD (TORXM LOAD) RATING OF
4,000 POUNDS AND AN ULTBIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVI.ANT ANCHOR MEEEDIG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR.
v vi L GJ: THE ALTERNATE PE -DOWN METHODS SHORN ABOVE ARE ACCEPTABLE FOR USE N
F SEE AD-1D-0001 FOR ADDITIONAL REOUBIEYENIS ALL 040 ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER. BY
INSTALLING THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD'I-BEM1 THE YAX
SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-D0201 RECOMMENDED METHODS FOR INSTALLING FRAME.TE-DOWNS.
FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-ID-0010). ' ENGINEER ///� DAPIA APPROVAL'
(ALSO SEE AD-TD-0020 AND AD-M-0021) C. DqF
ZONE 2/E,POAIRE 'C': 32• YAXRNY HEIGHTQ`2` •�gT �F ��,, PPROVED BY
ZONE 2/EXPOSURE 'D% 24• MAXIMUM HEIGHT ZONE •�G AF ' .!ti �i,
ZONE 3�OSURE 'D': 28" YAXIINY T OSURE 'C'. 24- MAXIM HEIGHTQ NCI
E870
-• INC
5 OE
i Y�Y l
II NOTTCF_ �A/r//rir ORAr'1� k%,% DATE: REV. LETTER
JACOBSEN HOMES mgsKaurom AND DRAWINGS ARE C.L.Y. 5-30-95
ORTONAL. PROPRIETARY. AND CCNHDD,TIAL DRAWING TITLE.'. FIG. 6.0 aG 6.1
MATERIALS OF JACOBgA MANLAFAMRING
P.O. BOX 368 B,C. SUOI WATERULS ARE PROV= TO THE
SAFETY HARBOR FLORIDA 34695 . REO W FOR SPECF,C PJNSES w0 W9 BE DRAWING NUMBER AD-1T)-0033
PHONE (813) 726-1138 Parr mwmTIAL AND 4ORET rRm amn
45
46
IDVO ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
ANCIE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOFMYBNDED TIE-DOTH YEIAOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAOYUH H OMT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 573H (TYPE 21 AUGER ANCHOR Ili}! A DESIGN LOAD (TOWN 109) RATING OF
4,000 POUNDS AND AN ULTIMATE TOAD RATING Of 8,000 POUNDS MOST BE USED. AN EQUIVI,ANT ANCHOR UMM THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFALTTIRER MAY BE USED IN IOU OF THE ME CREST PRODUCTS ANCHOR
THE ALTERNATE 7)E-DOV4 METHODS SHORAN ABOVE ARE ACCEPTABLE FOR USE IN
t.l SFE AD-TD-000I FOR ADDITIONAL REQUIREMENTS. ALL VAND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HDYIEVER. By
INSTALLING THE FRAME TIE-DOMN STRAPS AT THE 'OUTBOARD' F-BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3I!I FOR FIGURE 7.0 SEE ALTERNATE TIE-DOV4 SPAGNG TABLES (AD-11>-0035). RECOMMENDED METHODS FOR INSTAL1l4G FRAME TIE-DOTVNS
41 ZONE 2/EXPOSURE 'C: 38' MAXIMUM HEIGHT ENGIN"krr OAPIA APPROVAL'
ZONE OSURE '0%. 28- MAXIMUM HEIGHT
ZONE 3/EXPOSURE C': 28' MAXIMUM HEIGHT i
ZONE 3/EXPOSURE b': 28' MAXIMUM HEIGHT `��� �� Q�r"%STNFq FOB ��� APPROVED BY
SEE AD-TD-OD35 FOR ADDITIONAL NOTES ri E �0. O '•.
ON A
•- INC
JACOBSEN HOMES TKSE 3PEonCATM � DRAMINM ARE" ��� C.L.Y. DATt: 5-30-95 REV. LETTER:
OPoONAL. PROPR[TARY. AND CONTti>EIITUIL DRAVMG TIAE-
011 A`
/,
II„cMATERIALS OF JACOM YANUFAClURING /l
P.O.El .. Box 36e 901 MATERULS ARE PRDW TO THE FIG. 7.0
SAFETY HARBOR, FLORIDA 34695 HEOPD4 FOI S°E= RW= AO YISI E DRAVANG NUMBER
PHONE (813) 726-1138 IOPT CONDOETML AND SECRET TROY OTHERS AD—TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
FRAME TIE -DOWN STRAP SHALL
SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL 'C'
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL IB'
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
IF SIMILAR DEVICE TO
PROTECT STRAP .AT ALL
SHARP CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
TECDDN.AT LONGITUDINAL TIE CONNECTIONS ALSO.
NOTES: : •RF�.• DAPIA APPROVAL:
Q• N0
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 APPROVED eY
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET = •:
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. ooa
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS : STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�0,�;•.•/ �P'tJ�'�: I
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). 1P;.• `
'F ` IN Iq
FITIM MANUFACTURED We
ME D AND D OTHERS NOV 2 4 1998
JACOBSEN HOMES
NOTICE
THESE SPECInCATHONS AND DRAWNCS ARE
ORIONAL FROPRETARY, AND MFM71AL
MATMSUCH� OF JACOBSEN UANUFACTURNG
DRANK BY:
M.T.
DATE
11-18-98
REV. LETTER:
B
DRAMNNG TITLE:
MISC. TIE -DOWN
P.O. BOX 368
INC. NATFFCALS ARE PROVTTED TO THE
DRAWING NUMBER:
SAFETY HARBOR,-FLORIDA 34695
RECPEM FOR SPECTTC FIIAPOSES AND M7 BE
PHONE (813) 726-1138
KEPT COf NTUL AND SECRET FROM OTHERS
AD-TD-0050
40
-8'
MIN.
TH
ADDENDUM �g�S
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
r'
� MIN. WIND ZONE II WIND ZONE III
FLOOR IDN CITY ANCHOR YIN. OTT. ANCHOR
YIDTN Ell END OF ANGLE EA. 00 OF ANGLE
EA. SECTION UKB u SECTION uDL e
30'-8' 3 40 3 25
00,
MAX
EAVE
OVERHANG
6'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WIND ZONE n . WIND ZONE III
D9L KAD
LOAD R40gR ANCLE SPACING LOAD ANCHOR ANGLE
6'-9'
41-46
5'-5' 31501 1
44=49
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
WIND ZONE 0
WiiND ZONE
III
FLOOR
UK OTT.
ANCHOR
UK CITY.
ANCHOR
VADTH
EA. END OF
ANGLE
EA Da OF
ANGLE
EA. SECTION
NDL B
EA. SECTION
UK B
36-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MAX WIND ZONE B WIND ZONE Iq
EAVE DBL Hi;AD
OVERHANG SPACING LOAD ANCHOR ANGLE SPACING 08i AD ANCHOR ANGLE
6' L 4'-6' 31501 46-50 4'-0" 31501 1 49-52
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
c v4 - P14.ol- 9¢-
PIA APPROVAL. a r, 0 S gg
APPROVED BY
. IN INC.
ROFAN.YWR�CIDXDIO�E
COrltIWCIiR1A10fTTL:YGVIDI
II `�
II �
JACOBSEN HOMES NOTIC AWN BY: DATE: REV. LETTER
TNESE SPEanCAWRs AM WAWKS ARE M.T. 2-8-99
■ CR► NAL. PROPRIETARY, Axo ooxrloENnAL DRAYANC RILE:
II �� P.O. BOX FLORIDA36a� R� A,ERI� AE PRO p T7 NORM. SPACING TABLES
SAFETY HARBOR, ORI34695 RECAENT rOR s[a1C KRPM AM MW K
PHONE (727) 726-1138 KPT CpmR� AM g ODMB mom Dbmi DRAINING NUMBER:
AO-TO-0070
II 49
e No. o '• ' s
910334 -
ooe
STATE OF'
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-M-WO IML ► X AFIU-unv IAM nK mr-W-wiv I#ML .u.—.., — ... — ...—1......_ ---
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET AMU HEA
FIGURE 10.0
SEE FIGURE 20 FOR AMERHATE 111—DOWN )WHOD
1 1U V LPL 1 V. t
SEE FIGURE 50 FOR ALTERNATE TIE —DOWN METHOD
NOTES:
1. SEE AD-7D-0070 FOR SPAM TABLES.
2. SEE AD-TD-0070 FOR OUANITY OF LOHGllUDIAL TIE -DOWN STRAPS REQUIRED.
3. SEE 0MER DETAILS FOR BLOMW (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FUEL ADDENDUM FOR ADDITIONAL REOUREIIENTS.
5. ZONE 2/EWOSIIRE 'C': 56- MAXIMUM HEIGHT
ZONE 2XXPOSURE TY: 40- MAIOMUM HEIGHT
ZONE 3/EPOSURE 'C': 56- MA>DMUM HEIGHT
ZONE 3/EXPOSURE V: 40- MAMMUM HEIGHT
• e No.
910334
oos
.0% STATEOf: :44,+
i
JAC O BS EN HOMES
n1ESE sPEa1cA11oIis Aw a1AlfNcs ARE
QaaNAL. PROPMkIff. NO OONFWT1AL
w7 M&S OF .U1MSM L%"ACRWC
P.O. BOX 368
N- mM MAIVIALS ARE PROYM 10 7K
„
SAFETY HARBOR. FLORIDA 34695
REOPIM FOR SSE E PUSS AND MUSE BE
1
PHONE (727) 726-1138
aK CMEMO ML AND SECIU FROM 0114M
s SEE NOTE 5 FOR
MAXI M1 HOW
N
VANNONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L_
APPROVAL.
APPROVED BY
0000rPINC.
NA,gCM01"
CONSIRICIOI AIO S�FE1Y Srpo►A0s
DAIS
M.T. 3-1-99
FIGURES 10.0 AND 10.1
AD- TD-0071
50
ADDENDUM -
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
Stt 1p
j LONGITUDINAL TIE -DOWN SPACING TABLE
(1� MIN. WIND ZONE I WIND ZONE DI
FLOOR ►K Dn ROM M OTY W0R
4 S� WIDTH EA, END-OFOF ANGLE Ell D0 OF GLE
to EA SECIIDI B [A SECTION ►OIL 6
154 . 3 45 3 35
11 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
Mj�. MAX. WIND ZONE II WIND ZONE 10
n
%I1 TH OVERHANG �AaN" ANCHOR ANGLE SPAONG ANCHOR ANGLE
LOAD
151 r 4' 6' EACH SIDE 6'-10' 315MJ 40-46 5'-6' 31501 42-47
I
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. VAND ZONE II WIND ZONE III
0 v
FLOOR
WIDTH
YIN. OTT.
EA. END OF
EA SECTION
ANCHOR
ANGLE
YIN. a
UK OTY.
EA. DO OF
Ell sEcnON
ANCHOR
ANGLE
UK B
15'-4'
3
30
4
35
11 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
IMIN. MAX WIND ZONE P WIND ZONE III
I LOOK EAVE SPACING DBL HEAD DR. LEAD
WIDTH OVERHANG LOAD ANCHOR ANGLE SPACING LOAD ANCHOR ANGLE
115-4' 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 31501 44-50
VANDZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. C W
1T11tlllrl
NO ES: ENQWQ DV t, �r,, DAPIA APPROVALM 0
I. FULL ADOENDuM FOR ADDITIONAL REOUOUENTS. `�� r-�[' 0STEq'�'•,'! '�i'i
NO. o •., APPROVED BY
2. !,ABU
EE AD-TD-0073 FOR MAXIL4JM PIER HEIGHTS REQUIRED FOR THE LOADS TED AaovE 910334
3..VE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. '.4. TA8LE5 APPLY TO 184' FLOOR WIDTHS WATH 95 1/2' A •• STAINP-
TE OF :�cc, ; • INC.
'-BEAM SPAONG. 96' MAXIMUM SIDEWALL HEIGHT AND 6' YA>DUUM SIDE P• ` oaan�t�'io+wowtTrtwo�Aa
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).,.•
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
THESE SPEOICATIONS AND ORAWNCS ARE
ORIGINAL. PROPMEIARY. AND CO IDENTIAL
MATERIALS OF 44COOSEN MANUFACTURtNC
HNC SUCH MATERIALS ARE PRONDED TO THE
RE cNt fart sPEcFx PUiPOSEs AAO MUST IR
ISPT COtnDENnAL AND SEMET rROM OTHM
M.T. I _ 2-8-99
NORM. SPACING TABLES
R: AD—TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
CI-1f VANr TIF—nOWN SPACINGS
ma PER AD-w-WIZ IAI1lt nX Air N-WIL Iron roe nu[u iro.i u • ... - - --._ _—
FIGURE 10.2
SEE FIGURE 2.0 FOR ALTERNATE TIE-DO/N ME WD
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
s SEE NOTE 5 FOR
MA)= HEIGHT
N
MW.
SET ANCHOR HEAD FIGURE 10.3
OF NONE (TIP.)
SEE FIGURE 7.0 FOR ALTERNATE M-DOWN WIIIOD
REF. CALCS
..NT111111N11a'e..
DAPIA
NOTES:
1. SEE AD-TO-0072 FOR SPACING TABLES AND NOTES Q NO. Q
2. SEE AD-TD-0072 FOR OUANITY OF LONGITUDIAL TE-DM STRAPS REWIRED. 910334
3. SEE OTHER DETAILS FOR BLOCKING (PER) WANTITY AND OTHER REOLI MENTS. dW.� '
4. SEE Fill ADDITIONAL FOR ADDITAL REWIREMENTS.
-o STATE CF
5. ZONE 2/CFOSURE 'C: 56' MAXIMUM H WIT 4,
ZONE 2/EXPOSLRiE V. 56' MAXIMM H IGHT �..• P
ZONE 3/EXPOSIIRE C: 56' MAXIMUM HEIGHT Zl
ZONE 3/EXPOSIIRE V.- 56' MA)GU M HEIGHT ' is
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
I.N14
� � INC.
o0{m IAIOWvWwom
'mw x 4 m`
NOTICE btiA�lt-6Y: M.T.3-1-99
rrM JACOBSEN HOMES THESE SIE�TM AND .
OWNPL. PROPRIETARY. MW OON10E1111AL DRAWING TITLE:
P.O. BOX 368 MAXMALS OF acoa�ANAC r MUFRMWG FIGURES 10.2 AND .10.3
„ W_ 9" MATERALS ARE PRGVM TO THE
SAM HPHOAR(OR,)FLORID 34695 M rrMUIC gM M MM DRAWING NUMBER AD-TD-0073
52
ADDENDUM
OFFSET UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
I I
II
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
ZONE
ZONE Ill
FL
�
MN. QTY
Ell END OF
EA. SECADN
ANCHOR
ANGLE
WrL 0
INK OR
FA END OF
EA SECADN
ANCHOR —
ANGLE
MDL 9
12'-0'
3
4T
3
' 61'
13'-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
II VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE I
WIND ZONE M
SPAM
�
ANCIfOR ANOIE
SPACiiG
WAD
ANCHOR ANGLE
12'-0' I
12'
T-0'
31501
4T
4'_p•
31501
39'
13'-4' I
12'
5-0'
31501
41'
4'-p'
30001
47
15'4
It
S'-p'
31501
43'
4'4
30001
42'
II
li
I
I
II
II ,
�O a
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE I
WIND ZONE III
► K QTY.
Ek DTI N
ANCHOR
1 L a
NR QTY.
EA g id
EA.
ANCHOR
ANGLE e
12'-0'
4
45'
4
60'
13'4
3
45'
3
60.
154
3
45'
3
60'
IIVERTICAL
TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
NTH
MAX.
OVERHANG
' IMND ZONE I
WIND ZONE n
SPAM
Ln
ANni01t ANaE
SPAac
�
ANoioR ANaE
12'-0' I
12'
4'-0'
31501
40'
3'-0'
30001
3r
IS-4
12'
4'-0'
U5 j
41'
3'-p'
3=1
39-
154 I
12'
4'-0'
30651
43'
3'-0'
30001
41'
NOTES: jt66 - CftZ5, C- S� - t!6 101- (6 ,1L MEEK AVM" D08#1,0., REF. cues—
L OFFSET CAON WITH THE MARRIAGE LINE WALL Ex1Q1 W BEYOND TEE ENDWALL OF ��` `�` . •. • •.O�Q +ems I %r
THE 'ADJACENT SEC110N MW BE TIED DONN AT THE MARRIAGE LK IN ACCORDANCE ' �G•'• •gT �`1,+lo. bff&vtD BY
WITH Ri TABLES ANX 1HE SIDEWALL SIDE AND THE ADJACENT SEC110N(S) ARE TO Z •
BE TIED DOWN IN ACCORDANCE MIN THE NORMAL SPACING TABLES (SEE AD-TD-Dojo •
FOR 14'-io' 1e 13'-4• wDES. AND AD-TD4)070 FOR i5'-4' wo% JUN I X
11D-0001 FOR ADDITIONAL REOIARF]F1ITS
2. SEE AD • #A D +
I SEE ijD ffl I M MAXIA NI PER WMT REOUM FOR 11E LOADS TABIUM) Z J Q INC.
,
ABOVE I , •; OR19p:••�v<4.�� LMANUFACNRED "WENOTI
DAM REV. LEriE]t:
JACOBSEN HOMES >m um mme oru +��' : r►.���'�� •T. 6-8-04
awKq.. PRa MARV, Am DRAWING TI1LE A
P.O. Ewx 368 w►MAIS OF MMUF
�� II W. SM MAIMS Aar m ��� SET SPACING TABLES
SAFETY HARBOR FLORIDA 34695 IEMW FOR SUM PIMOSM
PHONE (727) 726-1138 Wr COF1811 K uo SEME7 AD-TD-0080
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SNOWING X—DOWN SPACINGS
FIGURE 11.0
sic ME 4.0 162 9=111R 72-DOIN VMD
TYP. CROSS SECTIONS)
SHOWING TIEDOWNS
SE NOIE 5 RR
MA10111111 "IT
ITmo ON N1-m-m p r
10 I m Srmm MUL11-WEE sE�aols
W K WIT -SEE IVE 1, A0-m-0oeal
TV. FLOM SrSIDI TV.
FIGURE 11.1 6sv- t�-c(- �. ���s.f4G•t6,t2
SU RGM &I FOR A TfQd=1134011TT SIZE
NI= Mf —E R
FIGURE 11.2
g,� f?0R Ac1f>ffiuts 11BrD01Rf f�180D
NOTES: cm�cV� n10 �+/# DAPIA NPPROvAL•
'~ ,r.. '� ' PPROVED BY
1. SEE AE1—TD-O080 FOR SPACWNG TABLES (OFFSET SEC110It alu). .,� � ••. 'i'Fi t�
2. SM AD-W-M FOR OUANTr OF LONfiTUMAL X-DOMN SMAPS REMIS.
(OFFSET SECTI I ONLY) O. 45 e
3. SEE OM MIALS FOR IILOCXING (PER) OLIMITY AND OTHER REOIAREMIIITT. JU14
4. SEE AD-TO-0001 FOR ADd110NAL REQUYtE ITS. �. • Oq• •' (} M
5. ZONE- 2/EIPMK •C: 48- MAMILIM HEIGHT ; A ;, OF : INC.
ZONE 2/EIPOSIME V: 40- MAMM HIGHT-36- FOR 12'-0- WIDE UNITS �. •., fi[ .. P ••� a'r ERAL NUFACTURED HOME
ZX 3/b�06URE V: 48- MAMUM HEIGHT �� 0i ••,. oni�.•• �(r� e' RUCII(]hIAND SAFMSTANDARDS
s •
ZOIE 3 b: 40- MA)fMI N HEIGHT °'r s�tC^
JACOBSEN HOMES
NOTICE:="
n� SKCF A7M AID ORAMM ARE
M.T.
DAIS
6-8-04
REV. LETTER
P.O. BOX 368
amomK• FRUR EURr, Aro COWWR&
MAlE1iUl5 W JAC0M MMMACNMr.
IAIAWWING TITLE:
FIG. 11.0, 11.1 & 11.2
NG 20 MA1SWU AK FRONOFD 10 M
SAFETY HARBOR, FLORIDA 34695
REf W FOR SPIM PWE = NO MAT BE
DRAW NUMBER:
ON
PHONE (727) 726-1138
SEAT Fmfl
lvr WEMMAL n 00RAS
-�_0081
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM
SIDE ELEVATION (W/ OFFSET SECTION)
TIE -DOWN SPACINGS
UAL PER AO-TD-OM WE I maPOt AD-Al-0D70 )ARE
GM SECTIM OF LIMIT 0R WTD-00 TABLE
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD- 00110 FOR SPACUJO TABLES (OFFSET SECTION ONLY).
L SEE AD-M-008D FOR OUMIITY OF LONGITUM& TIE-DOVN STRAPS REWIRED.
(OFFSET SECTION ONLY)
3. SEE 0 DETAIL rOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE A0001 FOR ADDITIONAL REQUIREMENTS.
PEA AD-ID-0010 TABLE PEA AB-TD-wo Ta
CR AD-TD-OOID TABLE 0R AD-TD-0010 TABLE
�- sd- I E •Gi - 16: iz.
-SECTION
X_ J rllt&_,11'1
•�� No.
• 910334 .
moo'• STALL or-r�'W
^:mot )vEZ:D i
i
:RA:.F:AN*vFAiTLIP,F7'r. `.:_
T I: .I.s
STflI!i, IOtttivCiSNFEIYST:, �,.DA :r`.�b
NOTICE DRANIN BY: DATE REV. LETTER:
II JACOBSEN HOMES TNEsE SPEUITCAnoNs Am wAvocs ARE R.R. 5-9-01
ORICDIAL PROPRIETARY. AM COtFMIAL DRATANG TITLE:
I MAIERIALS OF JM MSDt MANtfACTURMO FIG. 12.0
P.O. BOX 368 W, SUCH MAIMS ARE PROMDEO TO THE
SAFElY PHONER(727)R. F726 1135 95 A"tKFT C OMIAL AM SEGIEIanc SAND FROM MIS DRAWING NUMBER. AD—TD-0082
55
14
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES
ZONE II & HI/EXP. C & 10•
LONGIT
INAL TIE -DOWN SPACING TABLE
MIN.
IMND ZONE I
WIND ZONE N
E+'
V
FLOOR
WL QT
' ff,
Mon
Wx on
Ell OF
AKM
ARaF
WIDIIH
g caa
saF
L e
�
Ell sECDo11
sw
WL e
26'-T
3
42'
3
53'
3
5T
4
45'
�O
VERTICAL TIE -DOWN / FRAME TIE -DOWN
` SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE 11
SPACING
obi- WA
M CHGR AI=
.SPAM
Deb
Moo Anal:
FLOOR
EA%E
WID1H
OVERHANG
Logo
26'-8'
6'
6'4
31501
40 -50'
5-4'
31501.
40'-50'
30'-8•
6'
6'-8'
31501
40 =50' 11
5-4'
31501
40'-50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
MIN.
Wm ZONE I
W ND ZONE M
(1
FLOOR
�DTM
aTr.
801 ff
mc"m
MaE
Ili oTr.
EA 00 ff
AMm
AM
St?CTI01
IN. 8
EA SEC110N
1/l 8
26'-8'
; 4
41'
4
5T
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MR
MAX.
WIND ZONE I
N1NO ZONE III
SP'
°�- WAA4M
MMaE
sP�
tDAWA
AMM Mali
FLOOR
EAVE
W IH
OVERHANG
Lm
26'-88
6'
5-4'
31501
40'-50'
4'4
31501
40'-45'
6'1
5-4' 1
31501
W-50'
4'-0'
31501
40 -45'
NANNONE RI
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF CALLS c 41 —
s+++11i1111ff1f�,.
EN IL i
DARA APPROVAL'
NOTES.
�� o ,,��S1F�cq �.•_'-r �.,
APPROVED BY
1. SM RAL ADDET�FO1J11 FM ADDIiMAL REDUIUENTS
1• Na OU45484
2 SEE M-TD-M FOR IUIQM PIER HDCHTS MOM FOR THE LOADS
.t
` +
TAEWO A801E
LA I
INC.
r*•
• G •.. -
FEDERAL. MANUFACTURED HOME
..
P
'•., f v- TE-R p ENG
CONSTRUVION AND SAFEP( SIANO; RDS
JACOBSEN HOMES
NonCE:
REM,CATS AM WAVOM AM
DRAIN Or
M.T.
DATE
o7-2a—o4
REV. UTTER:
DRAINC 11 L
1o8' HIGHSIDEwALL SPAaNG TABLEs
GMQW. PROPFETA" MW CONFOU(M
YATQL45 OF MDOM MA"W'��
P.M BOX 3se
TIC SUQF MAVIALS AIE FR01OID 10 1E
DRAMNC M ABM
AD-1D-0083
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
RL1W FM 9'Eii1C RIII'Of✓<5 NO 00 E
WT caEMRAL NO SWXT FON OHM
56
SIDE ELEMON
IE-00WN SPACWGS
ADDENDUM
TIE -DOWN SYSTEM
W
NU FER AD-D-0010 TABLE ' PER AD-D-0010 TARE PEA AD-1a0010 TARE PER AD-111-M
FIGURE 10.0
TYPICAL CROSS SECDON
SHOWWG TIEOOWNS TIP. RM S1 --7 TV ffAS-FFIA
ANCROIJ mu ANm AIDE
- FIGURE 10.1
L_ iv—
�,���Ilf//fl
PFR 0-m-M ME wx
SEE WE S FOR
,. YAMN HOOK
raj- ly,, z
V INDZONE IM
(110 MPH)
20 PSF ROOF
10 PSF D.L
I. SEE AD.T-0053 FOR SPAdiG TAEIES
z sm 0 D 7ID-001L7 FOR GUA ITY OF LONGI D & X-Oom STRAPS Kamm
:: �� ; G�'P, i r
APPROVED BY
1 SE Oi R DETAIS FOR EJL000NG (PER) QUAH7ITY AND OTHER REOURE)"M
4. SEE F1A1 ADDENRIJwI FOR ADDIUM RECURElUM
S 2 'C:
� Q
ZOti 36' MAXIM HEIGHT
ZONE 2/01POM b': Zr YAWN HEIGHT
y
.
�' +••.�C+, Q',y�
OR
INC.
1
ZONE 3JE'>�SUAE V: 30' YAx0JBM1 HEIGHT
ZONE 3 RE b' 32' YA)DYUY FEIGHT
(INFIl
,� C
�� �� •• ' '�� \� ���
+�.ti/rO�i'
MANUFACTURED HOME
COMSTRLICTIONANDSJIFEiY i r+HUJ�`
6. ALL SF' ARE BASED ON 20' ROOF ANTE WIX.
(f ���tt°,
Jtll
JACOBSEN HOMES
RM WKWAMN OTM A WAS= ARE
� � = M.T.
DATE. 07-20-04
M. `EM:
oRAr 7AES!:
n(;URES 10.0 AND 10.1
P.O. Box 36a
UNKAL. FRWNUAff. AM l7oW1 Nft
MATM�S OF OAMM UN ACRIM
SAFETY HARBOR FLORMA 3095
ma
WFW FM ww M PN= MO 1 me rmAww aTK
DRAWS FRA ER
PHONE (727) 726-1138
ITT OpimnA ALo sm HRH offs
AD-TD-0084
w
ADDENDUM R�
1
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES��
�
ZONE II & III f EXP.. C do D
LONGITUDINAL TIE —DOWN SPACING TABLE
r�N.
WINO ZONE 1
1NND LONE 19
UK an
AHaae
•
.FLOOR
58
TYRCAL SUE ELEMON .
TYPICAL CROSS SECIDI
SHOWING MEDONS
SET A00 !2
6 N FRO11 SDE
ADDENDUM
TIE -DOWN SYSTEM
TIP. FLOOR
FIGURE 10.0*
Al m mu OR ATfitW SIA91pDt
.Nsum 111111 AMDION 9UF7 1E7 m
FIGURE 10.1
REF. u"s
s SM NX S FM
;r IT40M HEx>fIT
WMZCK r/a
(110 MPH)
20 PSF ROOF
10 P3F O.L
NOTES:
1. 5EE AO-lO-aces FOR SPAaac TABLES
2. SSE AD-111-00115 OF LON01UO1AL
1'p1C���t.,f
DAP111 APrRDVA1.
APPROVED BY
FOR WANM 1E-DOW STRAPS REOURED.
00 0
3. SFE OTHER DETAILS FOR BL00ON6 (PEA) OUAMATY AND OTHER REOUQiE UTS. .
N]. C' • +ON-
4. SEE Ml ADDIMM FOR ADDIFIMAL REDUREYEAfs
S i6K 2/E7�1)M11E Y: 44' MOM HEIGHT2/E>PDSIK
;
kv 13,201)6
rP
�•f�•
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02/EYPnK
N
T-. 44- MAMA HEIGHT
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�'. �` (`
CONSTIMILTIOM AM SAFETT STANDAMS
6. AS L11Rs ARE BASER ON 2w ROOF Awa MAX AIQ 7l IW MA
WALL NO
•� v� ''•. r by
4 w
JJ CpFn y1'
JACOBSEN HOMES
UMs�>°M AK
R.R.
D"" 11-28-06
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YAIII)VA S a ACODSDI IIMAiAC�IIrIC
ao MRa RIM
FIGURES MO AND 10.1
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SAFETY HARBOR. FLORIDA 34693
PMOHE (727) 726-1135
Et 2I W1�„It,,, TO 14
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ADDENDUM
SHEARwALL TIE-DOWN/PIER REQUIREMENTS
lf}tm . . lt1'.
Fut o1 ■atf
s�
I
Trio FLEX SHMAUS
1
i
111V Pm) 91EANWALLS
L
'
m
l
,
A1flo�u"
I
Be -Dom FM;
iE�o011vu�K]
WTr
l
5tF ROTE l W NOTE 1
sm ROTC 1 SlE NOTE loem
QiEf
NOTES 2 At0 3.
Q
Q
5fF IfGg3 2 AM k
Q
►tEa RCGb
Plot f0ro
rO RWb
PIER ta7ov
7Hs LOUITIOH
W15 LDI'ATTON
IHS LOCATION
TNi LO "4"
FIGURE 8, 0
FIGURE 8.1
THE DETAIL! ADOW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL APPLIES
TO AL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL °LF VALUES.
f
AM MfV WlL-
,. tit.oaM+s Rtan a tie T=-oo.l „wr.aT LauTln ul �� PPROVED BY
um or K mu slow WK OM Kl= AT 0014
(Kc AD-om AaWDO�GI [TO�RAL MOMSS]j WNiiTX[3 W aawM AlCJ t NGT LLaWL +� : ' G��Te � :�� f''�.
1 Fa ; I ES 10 2000
L 16TPLL A M AT C" 00 ff Tm scmL ism rUl TkC ADM oc7lil]} � e 10. : ¢
Im lmggxl n CAN Do w .usfs IIECAr+AM ar � ov.11 sTAuw ktawa+axTs l � 910334 t * Fa INC.
3.10 Sf[MiNll T5 EcCATW A KK A SOLD KAW MU NoofT ants- mum"M eo RALMANl1fACTURfO HOh1E
K-0OW 3PAPI, (X+dw ARE SXMWo (ALL g"Sgi UWMPAMM ALL TIDES ; AM „�E,po $TATe OR ;=4, TRUCTIONANDSAFETYSWIDAROS
P a .
KGTTCa y� � `��- ""' • R.. w Luc
ACo}�SEN HOMES .•• R.R. 02-01-00
aQu. KanetZurrOAw a rQ ,m
P.0- ".% Jaa raTna is aI uove� yMMm S/4li TIE/PIER REQ. 8
WETT tiMtWI. FLORIOA 31905 �. la Cf�ee�nrrrq�f
FYI -1 PN011E (727) 729-1138 Wr owp&t4 w0 kutl im om ORl1M�G ItAf9t71: .
AD—TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CDLLVC MAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4 X .035' 11E-DOWN STRAP
CONIINLXYJS ARLXW JOISTS.
END VIEW
BO PLF MAXRAIM SHEARWALL
DES.-M VALUE (PE; WALL)
1 1/.• X .035' T•f .-OWN STRAP
CONTINUCJS ARCJ.ND JOISTS.
NOTES: Z 4 .'(o E iJ{ : pf1ROVAL: DAPIA APPROVAL•
1. oRO" AE0im TO BE RATED FOR AN u11MATE LOAD OF 4715/13150 DESIGN LOAD] _� .._I = faPPROVcD BY
(SEE AD-TD-C�.TDI'[m_GENERAL NOSES] FOR NDTS ON fRTRjM MMy10R INSTAL1AT1011) •'
2 INSTALL A PER AT EACH ENO OF THE SNEARNALL JOISTS (PER THE ABOVE DETAILS). _
3. M1$N S$Em ALL IS LOCATED ABOVE A SOUo !FADER (RILL E-IEiFT CAoSS-YDAEP.) No
Ti-0WN STRAPS. OR PIERS ARE REC0. ED (ALL 94EARWALL CONFIWRATIW. % ALL ZONES ^�+ : `�
ON
AND All EXPORM). i+ '
CEI_
4. TE-DOYN STRAP REQUIRED AT EACH END OF JOISTS, ALL DB_ j�I CONFlOJRATIONS.-
��� • ., •..:: ':. :-•'s\tj`,��`` ►EOENU WMLs s•. !!yE
AY BE USED.
6. FLU ►AOTH SHEARWAII`S AAE SHSHOWN FLAT -OPTI O 1 IN TFE DETML•ABOVE,AL OR SLOPED CELINC LNHOKV% ANY LCHCIH rll�ILk`11�
OR CONFTGURATXXN SHEARWALL MAY BE USED.
NOTICE: CRA'AN BY: DATE REV. LETTER:
JACOBSEN HOMES >E S-Ea xATIM Aw DRAWNGS ARE R•R 2-6-96
OMWAL, PAOPRICTA.RY, A. -AD COWMENTIAL DRAWNG TITLE:
n P.O. BOX 368 VATFR.45 OF JACOBS�EN WNUFACTUR:NC TO THE DBL. S W CONFIG. TIE -DOWN
I—„ SAFETY HARBOR, FLORIDA 34695 RE�OP01 FCR Such � ARE Am VAT FE r
PHONE (813) 726-1138 KEPT Q]NFSD:Nn4 AND W-00 ntw ones DRAW\ , NUMBER: AD—TD-0110
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL .CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) N( (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
\f— 1 1/4" X .035' TIE -DOWN STRAP
MIN. CONTINUOUS AROUND JOISTS.
1. Oro 01 ANQIDRS TO BE RATED FOR AN ULTWATE LOAD OF 47251 [315D DESIGN LOAD]
(SEE Ap TD-DOOM [TD�NERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. NST9 A PER AT EACH ETD OF THE SHFARYULL JOISTS (PER THE ABOVE DETAILS),IWHEN , EARWALL IS LOCATED ABOVE A SOLID_ HEADER (FULL HEOT CROSS -MEMBER) NO
TIE -DO STRAPS OR PIERS ARE REQUIRED (ALL SIMINALL CONRCIRATIONS, ALL ZONES
AND ALt E)POSURESj
4. TIE-D('A71 STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL S'.DTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER. ANY LENGTH
OR CO fICURATION SHEARWALL MAY BE USED.
7. INS DETR'L MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS,
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 I/4' X .035" TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
APPROVAL
-
John C. Doede6j.E
15133 C. R. 22
Goshen,IN 46526
N 15 A TRIPLE WIDE RAFTER,
APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
4D VIEW
X .035" TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WADS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARINAL.L LOCATION)
DAPIA APPROVAL'
APPROVED BY 51
ONrP;19$
,
0� taosvm�iv�.er�b
:I
JACOBSEN HOMES
NDTK&
THESE SPECnCATONS AND DRAWINGS ARE
UKAN4 Ur.
R.R.
I VA I[:
4-09-96
ncr. {LIICR:
P.O. BOX 368
ORIONAL. PROPRIETARY. AND COHOID041IAL
MATERIALS OF JACOBSEN uANUFACTURINC
E:
ORAWiNG 3S/W CONFIG. TIE -DOWN
(A\
MG SUCH MATERIALS ARE PROVIDED TO THE
SAFETY FLORIDA 4695
Am
DRAWING NUMBER:
PHONE (813)726/138
IPut CCON1pWTT No SECRET oum
AD—TD-0111
63
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES:
1. SEE SET-UP MANUAL AM ADDENDUM FOR WUCAM BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
r.
MNDZONE lU
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. _CALLS. -
C WA - 10,0,491 -
ENCIN
DAPIA APPROVAL
PPROVED BY
14INC.
MANUFACTURED HOME
ClION AND SAFETY STANDARDS
FErc 'i t w
NOTICE: DRAVM BY: M. T. DATE - 12-13-03 REV. LETTER:
JACOBSEN HOMES THESE SPE=A: IDRAWWS ARE I
MONAL . 0 CDWWTLAL DRAVANG 11U:
P.O. Box 368 MATERIALS CF JA=SM MMWACTURM PORCH ANCHORING
Wt S" MAIMALS ARE PRDWM 10 THE
SAFETY HARBOR. FLORIDA 34695 KORN FM SPEOW PffM NO W51 BE DRAVANG NUMBER:
PHONE (727) 726-1138 KOn ONMENM APO SFIFT MCM ONEM AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
I
—I
ANCHORING EQUIPMENT
CAPABLE OF RESISTINGI—
THE WORKING LOAD
REOUIRED ON THE
TIE -DOWN SPACING
TABLES (SET_ OTHER
DETAILS FOR TABLES) I
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE-D
(FACTORY INSTALLED)
CRIMP SEAL
(7150/ WORKING LOAD)
x
t
5
N)
\ H
`VERTICAL TIE -DOWN Li
0
TYPE 1, FINISH B, w
GRADE 1 STEEL STRAPPING X_
1 1/4' WIDE h 0.035' c
IN THICKNESS. CERTIFIED BY uj
A REGISTERED PROFESSIONAL bf
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
OWN ANCHOR BRACKET
RAaus CLI^
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTAI. ER TO FABRICATE RADIUS CUP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.035' TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET '2 TO OF' THE RADIUS CUP.
�.1 C. DO"c'''%
0 TES:
b OVANO O • ': DAPIA APPROVAL•
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME _ ENE070357 - ROVFp BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL -
BY AND INSTALLED BY OTHERS- ON SITE. - T11 T!= r Qr
�y .1UN 1 5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING . O '•. / ��`�c
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
.` .ATION. 'i,Ff ••...... V�.�� _ ___ INC
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 'is1aNALI1E •�\��� � vM�
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR BRAT AIID.TE-DOTM
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DENCES ARE CERTIFIED BY DINERS
JACOBSEN HOMES
NOMCE:
MsE SPENICATIONS AND D omm An
DRANK BY: • C.L.Y.
DAZE: 5-31-95
REV. LETTER:
■
CMMWL. PROWTA". AND C010MM
YAXRIALS OF 4ACOM °ANNACAIRM
DRAWING TITIf-
ALT. TIE -DOWN APPL.
\I
P.O. BOX 368
HC RXH YAIDEALS ARE PROYM TO THE
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REava ►a 9[cm RI3O41 Ale ws► sE
I®T Cofwla Are man mau ordm
DRAWING NUUSER:
AD-TO-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH.—
IT MAY BE LENGMM BY USING A CRBAP SEAL WTH
A WORKING LOAD OF 3150 POUNDS
l0
e 0, /1
Gj,. 4ti
t
DIAGONAL FRAME TIE
J.
ANCHORING EOUIPMENT
CAPABLE OF RESISTINGI—
THE WORKING LOAD
REQUIRED ON THE —I I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) III
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED. USE VERTICAL
TIE -DOWN TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' 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.
ET5
v.
11%,,4"""".
r :i
DAPIA APPROVALNOTES:
i. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
Q' No. �� '•
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
910334 =_
SUPPUED BY AND INSTALLED BY OTHERS— ON SITE.
* �.�� =
APPROVED BY
2 ANCHSHALL O HAVE RING EAURES STANCE IPMENT EXPOSED
WEATHER E TER OR—
- STATE
'.
REVISED
ATION.
k, ..
5.'ii�'�` •�^/OI�N�".•�C•��•
1Or23196
INIPINC.
3 PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
`
EXE THE ANCHORINGSYSTEM REQUI ER T
OF TERNAL CABLS CLIP
`�
Ir(w
m asTwem+AND x.r¢rr> rANDwDe
®
JACOBSEN HOMES
THESEsPEDI1CAflDNSAl6DRANiftARE
CP.IDNAI. PROPRIETARY. AND CDIMMNTM
DRAKM�Y.
R.R.
DATA
30-05-96
�" OTTER'
DRAM1NG TITLE:
P.O. BOX 368
MATERIALS or JACOBSEN MANUrACTUPoHO
ALT. TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695
INC. Ala MATERIALS ARE PROVIDED TO THE
REOPFNT rOR SPECrC PURPOSES 00 MAT BE
DRAMING NUMBER. -
PHONE (813) 726-1138
IEPT CDNr1DDIr.AL AND SEDST IROU ONES.
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
1 =—1T1—rl�
35 ANG.E I I -III -I I I-
MOMS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE 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 CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI-M1DE
• •1.
ATTACHED
ANCHORS
..m 11111...
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
35, ANGLE
TO TWO
(3150# EA.)
/i DAPIA APPROVAL
' Q No. o
ENC8703571 . ".
AFFr =... VED BY
JUN 1 5
a
nttwv�nu®�aE INC,
�D4inuGiOMl0b rvwlm
JACOBSEN HOMES
THESE SPECI1Gl�S um DRA*mm ARE •'
vI:aMN BT. ' C.L.Y.
°A� 5-31-95
��
■
P.O. 80% 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1136
MONAE. PRCPRR:TMY. AND CavF1 mnk
YATDUNS OF JACOM UN"ACA MC
W_ 9" MVERAS IRE PROMOLD TO THE
RECPaT MR SPECK N1iPm me Ym x
IVT CD#MP E NO SECRET rRN 01110S
DRAWNG TITLE:
COL. TIE —DOWN APPL.
DRAWING NUMBER:
AD—TD-0251
s$
3.
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
.�7
MARRIAGE LINE OF MULTI-WW..DE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035' '
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING MATH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHIO,R(3150#)
DANA APPROVAL'
ANCHORING EQUIPMENT SUPPUED PROVED BY
AND INSTALLED BY OTHERS- ON SITE. NE87 /�
;HORING EQUIPMENT EXPOSED TO WEATHERING
ALL HAVE A RESISTANCE TO WEATHER DETERIOR- - JUN 1 5
)N.
)TECTION SHALL BE PROVIDED AT SHARP CORNERS ���• / 6 4 �,� INC
:RE THE ANCHORING SYSTEM REQUIRES THE USE "" '�� •'•.N�� .•'•�� ���` "r"F� w
EXTERNAL STRAPS OR CABLES. '�i FSs• ' • .
TONAL
JACOBSEN HOMES
TN SPE�B DRAARE
IEC
BY: C.L.Y.
DAtE. 5-25-95
REV. LETTER
P.O. BOX 368
CAMK. PROPWETARY. AND CMOWTML
MATDi1ALS OF 44COM MANWACW We
DRAWING 11TLE• COL
T1E-GOWN APPL.
,I
SAFETY HARBOR, FLORIDA 34695
RA: RKH VA70WLS ARE PRONGED TO RE
REOPENT ► R SKCFIC PJMS AP0 MW RE
DRAWING NUMBER
PHONE (813) 726-1138
107 O"LOITML No %or nmw Orem
AO-TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / 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
AT10N.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
R
MARRIAGE LNE OF MULTI -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 ASTIR STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
.,,Ilunuu,.
ST E y,UF
Q No. o' .
�i. ss�n Al A 1 • �C� .����
PROVED BYE
_,, 1 jIN 1 5 1
rVlf"'IINC.
noteu rMn��cnr� laE
cam�uc�a� NosArm siwouw
N097CR l", JWA%ver: DATE REV. LETTER
JACOBSEN HOMES THESE SPEOICATIONS AM BAAWUGS ARE C.L.Y. 5-25-95
q°OL-&- vaavaEtAR1r. AM O"to AW DRAMANG MTLE
P.O. Box 368
,I MATDAAIS OF JACOBSEN MANWACILRWG
W- SIM MASS AK FROMM TO THE COL. TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA M695 IEOW FOR SKCMX RJMS up UM K DRAWING NWBER:
PHONE (813) 726-1138 107 cOMmfm AIO WIXT nKu OTTERS61 AD-TD-0253
70
ADDENDUM
TYPICAL_ SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' URGE OPENING 24'
SEE NOTE 1
nwnW �u.nNIL AIL-wnn dll\IY.7 VIA MYM\
BRACI(ETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAMW SPACING ALLOWEDI
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE 16TAU D A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWS
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACIM
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 OTHFR DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE —DOWN LOCATIONS.
4. SEE AD—TD-0001 FOR ADDITIONAL REQUItEMENTS,
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
�pNuuuul�����
�C:I)DF
;c,15TEa_ .
ENE8703571
�•..
fONALN
1�1�00
11 it
ANCHOR BRACKET AND TIE —DOWN
DEVICES ARE CERTIFIED BY OTHERS
NOTLCE` DRAMA BY_
THESE SPECKTIC 704 AND DRAM IM ARE
WIMM. PRWWTARY. AND CONFIM1714
MATERIALS CF JACOBSFIi YNUAC7"O
NG SXH MATIMS ARE PROMOED TO DE
REMW MR 7ifi1C PIRP M NO MJS7 EC
KEPT OW11 ITIIL AN) SCIXT TROI OIKERS
2ROVED BY ltk,-
JUN 1 5 INC1995
�: •r as v: m aaMONw
DALE
C.L.Y. 1 5-31-95
TYP. SINGLE WIDE T/D
AD-TD-0300
72
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
F�_
L24j'
SEE NOTE 2.
A B C
LARGE OPENING
SEE NOTE I
STANDARD VFRIICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOLMA SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR YNXIM SPACING ALLOWED).
ALSO SEE NOTE 3.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TE-DOWN STRAPS AS SHOWN IN THIS DETALL
0 ES:
`
I. LARGE OPENING = ANY OPENING WIDER THAN MAX ME -DOE SPACING ALLOWED.
2. vERICAL ME-Dows MAY EXCEED THE STANDARD WRICAL TIE -DOWN SPAU
,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM PE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
'O
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRALE TIES AT ALL VERTICAL, TIE -DOWN LMATIONS.
�'',,
4. SEE AD-TD-DOGI FOR ADDITIONAL REOUIFtEMENM
�•
STANDARD VERTICAL ME -DOWN STRAPS OR MECNOR
BRACKETS TO BE INSTALLED A LUU MIN OF 2'-0'
__ (24') FROM EAM END OF THE UNIT.
C. O,
'F�ti 1
571
�Aq qOF��
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES NOnCE DRAWN BY: DATE REV. LETTER:
rKSE SPEOf)GTIOHS AND wuw�cs C.L.Y. 6-1-95
aaONl� PROPiCETARI AND ppx►no+T1K DRAWING TITLE
No
P.O. Box 368 °AAA►+ w�NUFACIua►►c TYP. MULTI DE T/D
SAFETY HARBOR, FLORIDA M695 NG 9JOi trATFRu�S � � TO
Rt0?EM IOt gEOtC FtAPOgS A!p YlST g DRAWING NUMBER
PHONE (BT3) 726-1138 ►fnT Toanu uo gQ�T Taa OTfE7S AD-TD-0310
24'
i I
OVED BY
r 14 {l'L'
IVd 5W
"7'2
ZONE I TIE —DOWNS
SEE DETAIL - 'A'
SEE DETAIL - V
SINGLE WIDE TIE —DOWN
NOTE:
C SECTION
SIMILAR TO
SINGLE WIDE
FRAME TIE -DOWN
T.
PULL DOWN TIGHT TO --�
GROUND ANCHOR DETAIL 'A'
MARRIAGE WALL -
OPENING TIE -DOWN
tEQUIRED AT OPENINI
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
I
FRAME TIE -DOWN:
DOUBLE WIDE TIE —DOWN
IMARRIAGE WALL I NOTE:
I OPENING TIE -DOWN I I s SECTIONSSIMILAR TO DOUBLE
(REQUIRED AT I OPENINGS WIDE TIE —DOWN
NAL ONLY. OPTIOAT SEE DETAIL -
OTHER LOCA11oNs.)
SEE DETAIL - V
TRIPLE WIDE TIE —DOWN
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND
ANCHOR. A DOUBU: HEADED GROUND ANCHOR MUST BE USED)
3UCKLE WITH 2O251 ALL GROUND ANCHORS MUST BE USTED TO CARRY THE LOADING
Y MINIMUM IMPOSED BY THE TIE -DOWN STRAPPING (D i5o LBS. MA)ODUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH SIS04
CAPACITY MINIMUM) K I.S- 472S 41 UL.TI&,wmr
L.0A.0 Ogrp CITY
NOTES: DAPIA APPROVAL
ENO �` �
�� �i
1. SEE DETAIL'S' PAGE Q ROR MARRIAGE WAIL �4% >O?. e -19 IFICq� .Fiji �.♦�
OPENINGS GREATER THAN 49 INCHES. ac VQ To I'7r$" TIPIBVTr� : V, r APPROucD BY
2, SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR a P Ift. h0.C."
5'i
ANCHOR AND TIE -DOWN PLACEMENT.
3, SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM STATE OF 11b 9�r I V
PIER CONSTRUCTION.ii�t� �� O R1OP .4� ��,,,,n„p,E
r14
�� Gj ' .......••' �c• �� Arolrrmswaucs
''•.SHRED ENt,.•`•
N0710E -UMWNREV. LETTER.
JACOBSEN HOMES 1wsE spEam1>m w Dumm BY. RR DATE 10-31-95
OMONAL PROMETAtY. AHD O0NF10EN11AL DUMNG T11LE:
YATIMALS OF JACOM UWACT"G ZONE I TIE -DOWNS
P.O. BOX 368 1_ SW YAMALS ARE PRO40 10 THE
SASTY HARBOR, Fm HONE (813)FLORIDA
1384695 �CDIFFUWRALNNO WF W rdM DRAWWGNUYBFR AD—ZI-0001
74
ZONE 1 TIE -DOWN SPACING CHART
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END.
SPACING
14' 166'
95"
0'
101— 1 O'
21-01.I
14' 160'
95"
6'
10' - 311
'Z' - otf
12'
95"
13"
8' - 4-"
2' - 0"
12'
> 82'
0.
1_ 1 (11
Z,�o"
12'
82'
13"
dl_ 11
v-011
12'
75"
13'
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAR . CENTER
SPACING
MAX END
SPACING
14' 166'
95"
0'
81- (411
SI-00
14' 160'
95"
6'
0 - 4 1/
?,I -oil
12'
95"
13"
10— efl
7-1-0"
12'
82"
0'
81 -,Olt
ZI.p,1
12'
82"
13'
12'
75'
0•
12'
75
13"
so -sit
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
ISPACNCENTER G,
SPACING
NTER
I SPACING
CENTER
I SPACING
NTER
I SPACING
SPACING
�SPAONGI
6, ull I 1/
51t'l6LG"IDES 2�, rNoUBLEWIbES
NOTES-
1• TIE -DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF
THE EXTERIOR WALLS OF THE HOME.
2. THE ANGLE BETWEEN THE TIE -DOWN STRAP AND THE GROUND
MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES
HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES
HIGH, UNLESS OTHERWISE SPECIFIED.
' ho. 045484 '
- 1
STATE OF Q
�'•..STFREo ENG.••��
JACOBSEN HOMES NOTICE iDRAAMWINNG
""�
� TNESE srEanunoNs AND oaAwNcs ARE
OMOWAL, PROPRIETARY, AND CONIIOENTIAL GP.O. BOX 368 MATERIALS OFJACOB9 NYANUFACTMNK&SAFETY HARBOR, FLORIDA 34695 REEOPIMlr fO AS'E� a NO IAK PROYM OW BEBE
PHONE (813) 726-1138 IVT OW101K AND SEORET mat ODM
APPROVED BY
0o� T
INC
C
RR 1 DA>E 10-31-95 REv. LETTER'
TIE -DON SPACING
AD-Z1-0010
SAGE 2-
75
ZONE I TIE -DOWN PLACEMENT
fTYPICAL I -BEAM
TIE —DOWN
MAIN FRAME I —BEAM
`SFE NOTE j1�—
MAIN FRAME I —BEAM
END
SPACING
CENTER
SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING
END
ISPACWCI
DOUBLE WIDE TIE-DQI N PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
L3L
•
.T nu�V
.YAUIR.
YAUfVI.
YAUI74
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME I —BEAM
SEE NOTE #11 `SEE NOTE #11 —
MAIN FRAME I —BEAM
MAIN FRAME I —BEAM
END CENTER CENTER I�_�-�END
SPACING SPACING I SPACING ISM ACING
TRIPLE WIDE TIE -DOWN PLACEMENT
co
C.,
NOTES: u+can ,, at• DO��DARA APPROVAL-
�.
••' ���� OffTiFi'''• �� �•.
SEE DETAIL 'B• PAGE 4 FOR BLOCKING AND ANCHORING OF fV� Cq�•.•% �'� APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. G
• N0.0045484INI rt 3
.,
e
STATE OF * I
• ..
� �� iFrzwu�ws�-n�n�aa
lO�;:a�4i,�� coa,�axnxNowcnswmwms
JACOBSEN HOMES THEsEPEWCATroH AND DRAWRM RR °A 10-31-95 REV'
CRO AL. PRWWARY. AND CON WT1AL DRAWING 7ITLE:
MATMALS OF JACOBSEN MANUFACTURING
P.O. BOX 368 W- Sm MATERau ARE PRov= To TK TIE —DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 REOP�tT rCR S WX P RAW AND WA BE DRAWING NUMBER
m PHONE (813) 726-1138 IVT COWWRK Am s[av ntou omm AD-Zl -0020
76
ZONE I INSTALLATIONS
1. IIFOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
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 cy,
FE13 0 1 2000
INC.
DHM9
JACOBSEN HOMES
NOT1C4
THESt srEtmms AM VRAWM MC
ORIONM. 1ROMOART, ►w WfWIAL
MAIM or. uA¢;
M.T. 2-1-00
RV. LUILG
/�
DRAWL 117W.
P.o. eox 3sa
°AW ""`s Or 4kC=uv YAWNACTURMC
ZONE 1 INST.
f—�
\�
SAFETY HARBOR, FLORIDA 34695
.c c"a VAIMA,t ARE FPOMow TO VE
KOM rw V= MIPM AM Kist a
DRAnwc NWBER;
PHONE (727) 726-113a
Krr axrXoau ►w IEVV rs0u RIM
- AD— Zl —0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/nnRUER I \
LONOTLUNAL TIES ONLY REOUIRED 0 EA. HAIF
OUTSDE BEAM IRIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA HALF
(IE ONE EA. BEAM, ETC..)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE 9DEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPAONG TO FIRST 9DWALL TIE
FROM EACH END. OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO 9DEWALL TIE -DOWNS MAXIMUM HEIGHT}
70HE 2 7MIE ,I
EXPOSURE 'C' 90, 56"
EXPOSURE 'D' 39' 46.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE -INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
..aTlwtuu4T..
NOTES: TES: �`r.` '„`�S vCC
1. FOR OUAD SECTIONS, EACH IMBLE SECTION' OF THE UNIT SHALL BE DESGNED z- , •QN0. �� •'•
INDEPENDENT OF THE OTHER STRUCTURE (IE. SHEARWALLS, TIE -DOWNS, RIDGE- Z EN 0357
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
HE PHONE (813) 726-1138
'y/0NAI E
�11I 0%
NOTICE na�wa raw
THESE SKCMCATIONS AND DRAMNGS ARE
MORAL, PROPRIETARY, AND CON MTLAL
MATERIALS OF JACOBSEA MMUFACTUNNG
W_ SUCH MATERIALS ARE PROMOED TO THE
110Pfl7T FOR SPECFE PJMZ AID MUST BE
IOW CONiWILAl AND SEOV TROM OTHERS
►PPROVED BYAAr_
.11M 1NT14 5 19�5
INC.
amtinorMowcrrswn+�o
C.L.Y. 5-16-95
ADDENDUM -INT. UNITS
QUADA001
LETTER:
78
ALT. ROOF ASSEMBLY FOR MULTI- WIDES
CENTEIUE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAN UNIT (REFER TO SET-UP
DETALS�
,u .. - -
INSTAL
JOINT (
ROOF PERIMETER RAL
OR ROCS BEAM
CROSS—SECTION
30 GA. GALV. STEEL STRIP
8• X LENGTH OF ROOF sSECAONS
MAY BE OVERLAPPED 2 UK)
W/STAPLES AS 910WN.
IRSTALL ROOf CAP PER SET—
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 Gil CALV. STEEL STRIP
SECURED MATH 7/16• X 16 GA. STAPLES
FULL PENETRATION NTO DECKING
2 " • O.C. MAX SPACING (TYP.)
88V LAC SCREW
(ZONES 22 3 0.C. )
TAGGERED .
NOTES ENGI `N 0 QOr �i��DAAA APPROVAL
O�•G�STE''•c�F �'•� �
1. 30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS9F • 2 .�`► 7 8Y �-
REMOVED FROM ROOF IN OROK CONDITION _ Q• No. O 1 5 1395
(EXCEPT FOR STAPLE HOLESI _ ENE8703571 JUN
STEEL. STRIP MAY BE CONTINLIOUS OR PIECED.
I 2. SHINGLES IN THE DORMER AREA OF THE MAN UNIT MAY � f
BE SHIPPED LOOSE AND INSTALLED ON 9TE AFTER 1 v
THE UNITS HAVE BEEN ATTACFED 10 PREVENT ANY % 0,�'•, //� 4l, n �""""'�"^®1OE
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