HomeMy WebLinkAboutSet-Up Manual AddendumSET-UP MANUAL ADDENDUM
�N\
JA;OBSEN
HOMES'
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific.
purposes and must be kept confidential and secret from others.
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=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/ DUCT SUPPLY OR RETURN
DOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
00ARAPROVAL•VED BY
" 1 5 1995INC
pyARi9rOMC�
JACOBSEN HOMES NOTICE DRANK BY: DATE: REV. LETTER
THESE sKancAmffs AND DRAW NGS ARE C.L.Y. 5-30-95
MONAL PROPRIETARY. AND CCN11pf1i11A1 DRAINING TITLE:
YATERUILS OF JACOBSEN MANUFACTURING
P.O. BOX 368XTERIOR A/C DUCT
INC.HSUai YATERALS ARE PRONGED i0 THE
SAFETY HARBOR. FLORIDA 34695 REOPI NT ►OA SPECnC PUAP= Alp WST BE DRAINING NUUBER:
PHONE (813) 726-1138 IVT tOrmtBAE PC SECO n= DTtm AD—AC-0001
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DIsCCNTI'NUE
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
IN 14 sit "
INC.
PeaonrA�v+c�uow�
IAIOFiYQ1iiMOMCi
DRA-Nm JACOBSEN HOMES NOTICE: DRAWN BY: DALE: rtV.ltlRrr
THESE snonCARONs AND ARE C.L.Y. 9-23-95
ammAL PROPKTARY.-AND OmrU rAL DRAVANG TITLE: W.H. VENT. $Y$. B
P.O. BOX 368 MATERIALS OF JACOBIN MANUFACMUC
„ INC. M NAIEPJALS ARE PROVXG 10 79
SAFETY HARBOR. FLORIDA 34695 RECM1 FQ! VCCFIC PINPOIS AND UZI r ORAMNG NUMBER:
PHONE (013) 726-1138 IQP1 oOKnC m AID SEWET FROM OT106 AD—AC-0100
3
..r ...... v Tv W.W. mru%. .71 nwll\V1-1 - -
WITH FASTENING INTO JOIST i
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS
INSTALL WOOD SHIM AT ALL LAG
TO 1/f, INCREASE LAG LENGTH 1'
NDS01
LOCA71ONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4'. INCREASE
THROUGH AND TO KEEP CONNECTION
(ALL ZONES) LAG LENGTH 1 1/2'.
TIGHT. (SEE NOTE 2)
(ALL DFOWRES)
We =K
OSL
DD':IE
3/6' X ] 1/7 LAG SCTiM
30 G STRAP FASXN D M/
7 6' X 16 CA STAPLES
16ND ZONE
EXPOSLDLE
WWM NLbIMR Ci FASTENERS REWIU
0.131' X 1 1/Y NMLS
7/16' X 16 GA. STAPM
MUM SPAC M'
MAX66XI SPACM
IV O.C.
2 1/4' CLC.
3
5
2
2
b'
1T' or.
1 7/;r O.C.
b'
4
7
1Mr aC.
2' aC
'C
4
7
�
3
b'
16' aC.
1 1/2' aC.
b'
5NOTESe
e
ENGNEFR APPROVAL
DAM APPROVAL:
APPROVED BY
1. 1' MN, PENMAI N 6 REQll O ON STAPLES FOR MN. a016' STRAP.
L WOOD SM6 70 BE RIPPED FROM SPF /3 MN. OR KM
(r X 4' X GAP 6DIH MR 9�
Revised
ay 24 , 2006
P1,11NIC.
r �.,0,46�
OSBOR PLrfmMAYBE USED F >flL"m EQUALS GAP MDTH-4'X4'OL30John&
DOE on, p I+.
1KP Engfmr!ng, '!C
FEDWAL MANUFACTURED HOME
CONSTRUCTION AND SAIETY STANDARDS
4. SEE 0 DE AU MRSFJ W FLOORS FOR NR NFLWAWL
JACOBSEN HOMES
r" FfaWAIt A6 dUW= AK
DUN BY.
M.T.
DAME 05-22-06
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P.P.O. eox ]ce
a NW4. PMMUMY, AM mMloWK
MATU AW �AOO
UN"A U M M C1l 00
W- „XE„ MAXXU A„ E � TO 1Nr
DRA1LEdC nNLL
M FLOOR FASTENING
SAFETf HARBOR, FLORIDA 3095
MsCFW fm FUW MS $ 0 OW M
DRAW4 NU1BM
Ll
PHONE (813) 726-1138
ml WEICIM& No um "A OR=
I
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTESe
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
Ir O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
-7� s zj a&
John C. Weden, Rf`.
1C2 En_v+rreering. !tto
APPROVED BY
NRevised
May 24,2006
rl INC.
ceoeaK wrroc�to �e
co�mirocraN No zunr sTrioum
JACOBSEN HOMES
>x
WAVIN �' M.T.
DA1E 05-22-06
Mid
, P.O. Box 36a
� mmum AK
�.m~m.,M
W�w~A
W. „o, HAMM AT �„�„x
MAW I�
M/IN WALL FASTENING
B
SUM HARBOR, FLOMA 34695
NOW is 9= PAM= NO NO E
ORAWC Mlilfif3t
PHONE (613) 726—tt36
mn mom w No =a m amm
AD—FA-0010
5
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
-6' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTIL. ROOF CAP PER SET—
UP MAW. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
01
WIND DEFLECTORS REMOVED FROM
-LAG SCREW SET BACK ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WIRES EXCEPT FOR STAPLE HOLES)
FOR DOUBLE WIRES
PLAN MEW
1 4' 2 3 4'
3/6' X 5' LAG SCREWS •kAG SCREW MI BACKS
TRIPLE WIDE R i LINE — (2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES
INSTALL LAG SCREWS _— SEE CHART ON AD—FA-0001 .� FOR TRIPLE WIRES
ATAA� I -- FOR MAXIMUM SPACING
21 4 234'
1 4' TO 3 4' GAP
ROOF PERIMETER RAIL—y
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE #4)
CROSS—SECTION J �— INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS OR GAPS TO 3/4', INCREASE LOCATIONS FOR LAG SCREW TO GO
ANDFFOR
TO 1 INCREASE LAG LENGTH 1' THROB{ AND TO KEEP CONNECTION NDS01 LAGTK;:iT.
G LENGTH 1 1/2'. (SEE NOTE 2)REF CAL.C. PG.
( A EXPO
ZONES) CROSS—SEC110N(W/GAP) C WA- 91.01- 91.07
ALL
NOTES: - -
EHGRIEFA APPROVAL
DAPIA APPROVAL
L 2 1/!l' MOL PEHM110N INTO IECCM MOM IS Ream FCR LAG SCREIMS.
2. WOW SPW M K WM FRW SPF p UK OR KTTM
APPROVED BY
(rXCXWWQlHMIL ME)
�1'0,6_
(058 OR PLYWOOD MAY K USED F MCXBESS EOUAS GAP WOTH4 X /' MX WLE)
3 SEE OTIER DETAIS FOR OOLFLEIING ROOF
Revised
ay 24,2006
IN7PIIINC.
NWC70
4. NkEN N TMM A LAG SfJif1N KID A RIDGE BENL ffM-ML A 3/r aEMMCE
John C. �oeen. RL
HOLE TM011CA1 TIE FIRST FWGE WEAL. SEO D-M A 1/4' HOLE IMGH THE
K2. EngW-*ern La, Inc
FEDEML !MANUFACTURED HOME
RECE1M FUDGE 1EM FOR TIE NEAOED POR71ON OF LAG 9' E ' DIESE DN& ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR 3/V LM SMIEW QLT
S LUa' MA7GWN SOML HOAR.
EM
JACOBSEN HOMES
u— smN�� � mum= AM
wAtiw B-t M.T.
DA1Ee 05-22-06
P.OLUIIRMS
Box aaa
oTEOEM. pRopmam . MO oafTDOF x
Or � W=SM YAMIFACTIRaEC
bC � w,� ARE R�� m nc
DRAWHG ItAk
M/W ROOF FASTENING
ARE 6�
7
Ftl
�
DRAIING KIMMt
PSAMTMt10HF1E (ba1R3j 1136
a I n D o E
AD-FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MR ? OVERLAP AT SEA11) CENTER OR MATING LINE
WITH P X 7/16• HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
II
.I
I
I #8 X 7 16- HEAD X 2'
j FULLY THREADED SCREW
I (NO MORE THAN 12. O.C.)
I .I
II �
I I
•I
a
1 w
I 1 �
11 e
m
1 �
I � v
1
I , j
I1 METAL ROOF PANELS STOP
1 APP. _Y FROM CENTER LINE
I ,
Ref: EX-13-0051 and
`-30 GA. GALV STEEL STIR
AD-FA-0020
5' X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED WITH 7/16- X 16 GA. STAPLES
NDS01
FULL PENETRATION INTO DECKING
(ALL ZONES) (SEE CHART ON AD-FA-0001 MAX SPACING)
(ALI )
JOTW:
ENOW APPMAL•
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
STANDARD 7/160 O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' QC. RIBS
V 7
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
1C ,'roi,, F_.
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN
laolghuxOng, Inlr
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
APPROVED BY
NSep 10,2008
ri INC.
FEDERAL YANUFACTUR ED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
PA BOX 368
SAFM HARBOR, FI.MA 3095
PmC (813) 725-1136
mm �► ME
OWNAL Pam: AM menu
MA19M W NAMSEN RWACMNG
iImE1t��lM�RX===10 E
wT mim L m =r fl= om
�`"'" °" D.M.T.
w'c 08-25-08
' "arm
MAW ME FETAL ROOF RIDGE CAP
MAIY�C
AD-FA-0021
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA APPROVAL•
i•h
J11-1 N�
YY•�/K71/Im DOE
aw,roswEnswaKy
JACOBSEN HOMES xODRAMtI BY: OA1E: REV. LETiFR
TFIESE SPEGi1G1IDHS AND AND DRAwNGS ARE C.L.Y. 6-5-95
[rocl 0MOMIAL PROPRIETARY. AND [LNt10 IK DRAWING TITLE:
P.O. BOX 368 "A� OF NANIXACIMC M/W ROOF SEALING
W- SUCH VAIEJEALS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 REOW rOR SECEIt ""0 AND IAAT BE DRAWING NUYBDt
PHONE (813) 726-1138 PVT CWIDDITK AM SEM ►T= DnoM AD—FA-0025
8
ADDENDUM
MULTI -WIDE. ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE HIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
JUN I 5 W5
I INC
mw
rfsLmwm
NOTICE UNARM UT: MY.
JACOBSEN HOMES
THESE sPEaTlrwtwNs AND oRATYNGS ARE C.L.Y.. 6-5-95
MONAL. PROPRIETARY, AND 00WUNML DRAWING TITLE -
MATERIALS OF JACOBr;EH MANUTAC11MIG M/W ROOF SEALING
P.O. BOX 368 we 9" MATERIALS ARE PROM TO THE
SAFETY HARBOR, FLORIDA 34695 RECPC NT FOR S WX RRIaM NO MIST BE DRAWING NUMBER
PHONE (813) 726-1138 IQPT COWIDEHM AND SECRET TRW OTPUM AD—FA-0026
C
i
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. INSTAL LATInN-
1. REMOVE ANY CARPET AND/CR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE META FUl4flNG IN THE HEARTH AREA TO WE THAT IT HAS
BEEN IWALLED (THIS RAS = MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
I LOCATE THE !EARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTAL FOLLOWING
THESE STEPS:
A. CAREMLY PUCE THE HEARTH EXTENSION W THE PROPER LOUDON IN FRONT
OF THE HIEPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 181 2' WOOD M MT
C. FTLI. THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EX09ON
WITH A NON-COMBUSTABLE CAULKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
NOTES;
1. A TYPICAL ILE 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.)
JACOBSEN HOMES NOmc�
THESE sPEarlunaNs AHD oRA.,a AM
OraGNAL. PROPRIETARY. AND CMI'MAk
P.O. BOX 368 IIATUdALS OF JACOMN MANUFACAWG
„ THE
SAFETY HARBOR. FLORIDA 34695 ply rat 9 AM PRD AND H 19E
PHONE (813) 726-1138 PuT cam la NO SEORET 1RW GUM
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
.JLN 2 8 19%
INCON 14
R9(ftW"ACrOWNM
=r6Tftvamc=vmnvQ4=
BY, DAIS REV. LETTER
C.L.Y. 6-16-95
I _ SHIP —LOOSE HEARTH
DRAWING HUMBER 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
001orON 9W 25 20
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED EY
INPIINC.
FOULMANUMMIRE (HOME
CONSiRUW =ANDSAFETYSTABWROS
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" MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
i!'.E OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALAIION.
OPENINGS IN TRUSS SHEATHING MAY SE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18' X 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/8' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2- X 16 CA. MIN. STAPLES 1 1/4' O.C. AT PANEL EDGES AND 3- D.C.
AT ALL FRAMING UEMBERS. (NO GLUE RE(XJIRED)
MARRIAGE WALL
\ \ \ \\ \ \ \\ \ \
3/8' SHEATHING TO BE INSTALLED ON -SITE
K2
APPROVAL:
1MINOZONE III
(110 MPH)
ALL EXPOSURES
APPROVAL
APPROVED BY
MAY E
IN INC.
FEDERAL MANUFACTURED HOME
=TRUCTION AND SAFEN STANDARDS
NOTICE: UNAWN 1IT: VAIC REV. LETIER:
JACOBSEN HOMES THESE SPECNICATIONS AND DRAWINGS ARE R.R. 4-27-98
■ ORIGINAL PROPRIETARY, AND C ro""RAL ORAWINGG TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEIN MANUFACTLIRINC TRUSS SHEATHING _
INC. 91CN MATERIALS ARE PRONGED TO 1NC
SAFETY HAR80R, FLORIDA 34695 REFAU T FOR 9IF= RWOSES AND MST BE ORAWINC NUMBER:
PHONE (813) 726-1138 XEPT CONnUNIIAL AND SE1R1.1 rROM OTHERS. AD-HR-0001
12
HINGED ROOF DETAIL
dSTAlKi of 1RAla m RAIg RoaF laa+
sF m pmml m xr-W mu, Is
APPROx n 1/r.
uFt Ian. RooF smu SGUA1aY n1
IIE VWA ot= RO IIOI6111A11 U NXr
APARL• .UUX UFTNO WM Poll x, W
cc OF ROOF =w m0 AM UFINC WW' .
2 FiI:T F A :PULE N K RAI RAL
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET—UP POSITION
NDSOI
NOTES:
I. WAM RAM ROOF' SEM N X RAM POMM MORE SMWW Mn
me Pam mm PO9mL
ma arc rm 10 ma ow
6 SPr /! FOB I= POST 10P RAL
-11o:r.000mouts-wir
ERc'R
REF. CALL. PG. C-RF- 223.0 - 223.6
John C. Doeden, P.L.
-<2 Enq-ffm*rw q, Inc
APPROVED BY
1110000. Revised
JUn06,2006
.N1 INC.
CMTIWC" AND SKFTr WPXDAM
ndmincmcm
JACOBSEN HOMES
��•` �»W+ME
ramimu RY. m.cummunm
wTaA�s ar wxirAcnwie
MAINI or��
o.A.
os—o2—as
Mug 11D
HINGED ROOF DETAIL
P.a eox 3E0
IIG so YA1um ARi mR A m
GRAV 16 MAA M
SAFETY MARSM FLOFMA 34695
IasDrt IER SIM PNW b0 LUf K-
PHONE (W) 726-1138
WT COFUN L w =a m ON=
AD—HR-0002
13
HINGED ROOF DETAIL
UHDERLAYMENT TO BE GWED r MIN.
ON BOTH SECTIONS OF HRiGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERlAYMENT AND -
AND A MIN. 4 1/r WIOTH OF ROOM CEMENT TO
70P OF LAST SHINGLE ROW ON FIXED ROOF SECTION,
(THIS IS TD BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X 6' BLOCK BEHIND 2 X 6 -
OVERHANG FASMA BOARDS AND SECURE WITH
3-08 X r WOOD SCREWS EACH SIDE CF GAP.
APPROVED BY
Revised
Nov o30,2006
rNC.
FEDERAL M WFACTURED NDYE
CDNSTRYCFIDN AND sAFEIt srM1011RDs
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
1INDZONE IA
(110 11PH)
ALL EXPOSURES
NOTES: ENG W APPROVAL: DAPIA APPROVAL:
1. ORMI kWD ROff SECIXTN IN THE RAISED P09TION T#FW SWUNG YM
KING POSTS 010 PQ9110N.
John C. DmdM PAW.
K2 EnpMWO Ur,
JACOBSEN HOMES mv. wa Am WA� AK A" B1 D.T. 0A1E 10-02-06 lay►
CRC. PMFJCIW. AM a�mx DRAWA TI7W UNWACIMC.
P.4 BOX 368 MAMIMm 9m "Iowa Or w r�olm m w HIN R DETAIL
SAFETY HAR60R. FLORDA Iasi wwm ro SR!m RWM Ao ow K DRANNG MWR: m ow WA
Y AD—HR-0003
PHONE 726-1138 an CO wmL AY woo
14
SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK -1 UNE-PIECE SHINGLE
DERLAYMENT
' 2� MIN. OVERLAP (IYP.) -
c
r---1 r—T n
I~
........... 7
&' MIN. TAR AS SHOWN
N
o
.(APPLIED ON SITE)
~w
I
v�
SEE NOTE #3:•
... ..........
rMR ..... ..
I I I � I � I� I I•.•
I� �
SEE DETAIL 19
r—
itc
...
a
I / I t I I ' I t I r I t i
�
'
�s
�.','•
r--j
SECURE FIRST ROW OF MINGLE 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 wit -
GAP PIECE SHINGLE UNDERLAYMENT IN THE
(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
NOTES:
1. CEMENTING OF 15j FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
2 FASTENING OF 15t FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - 0
3. EXTEND THff . FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MR OF 6- AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6- WN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD—HR-0001 (WITH SPECIFIC END PANEL LAYOUT),
AD—HR-000Z AD—HR-0003. AND AD-0 R-0004.
WINDZONE III
(110 MPH)
ALL EXPOSUREf
OPROVED BY
MANUFACTURED HOh1E
,r'TVW AND SAFETY STANDARUS
NOTICI& Lom"m at; .....� ...�....
JACOBSEN HOMES THE TIC A„D mwm M.T. s-2o-o3
O WW L PMPWMrf. AND =#MU MI DRANING TTRE SHINGLE AND U DERLAYMT _
MAIERAS of ACMW UNWACTURM APPLICATION ON HINGED SECTION
P.O. BOX 3w HG SLXN HARWA S ARE PROD TO 1E
SAFETY HARBOR. FLORIDA 34695 RECFFM FOR 9-EM ND KW IE DRAWING NUMBER:
PHONE (813) 726-1138 WT ot1ti10FNlK on mu Rm o m AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 71/16' X 1 1/2' X 16 GA.
STAPLES INTO EACH 15' O.C. RAFTER 'AND
3 1/2' O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) I
NDSOt
NOTES:
I. SEE AD—HR-0007 FOR INSTALLA71ON OF UNDERLAYIIENT AND SWNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
- CRC - 167.01 - 167.02
APPROVAL I DAPIA APPROVAL -
- 4 4 to `--
John 0. uoradwi, F.E.
-92 EA"ring, Ir1c
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
APPROVED BY
INRevised
J= 09,2006
INC.
FEDEML MAAC7UIIE0 NOIRE
collsTa IIUFIan- AIn suETr nAlloAaos
JACOBSEN HOMES
Non=
TWSE z ICMAMS AND MATOKS ARE
CRONAL. P11CFRQIART. AND CWMIUL
UIIAWI UT:
O.A.
VAIt
06-06-06
IILI {LIMA:
DRAWING 1IRL
P.O. Box 366
LN
MAT RMS aCT� AM MAIRIFALTR NO
w- Sm MATERU ATM PT,DVIDO WTI[
PEAK INSTALLATION DETAILS
SAiETY HARBOR,, FLORIDA 34695
PHONE (727) 726-1138
RTCPDII I0l 9EWC fUrO fS AND MAT EE
Ivr cwn[xDAI AND W130 FIRM aROK
DRAVMG NU16ER: .
AD-HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE TOP COURSE(S) OF SHINGLES TO
6 FASTENER METHOD) AND CAP INSTALLED OVERLAP PEAK AS SHOWN.
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
� , Re �4"—vk �2--d - ��R�bffi' w —� �
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH ENO TO
ROOF DEC( AND/OR EbSTWG
FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION .
i NOTES:
INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/Ott E)OSTWG
FELT AS SHOWN.
�BY
AUG 0 # 20[►
INC.
NOTICE unnm r. o
JACOBSEN HOMES MES, OFIMMS OT�-�� M.T. 7-2s—oa
MMAL. FR�I iAkT. AID COfx1E11 DRAWKG TITLE.
P.O. BOX 368
imp P.O.
OF .IACOBSEN MMWACUM C SNNGLE/UNDERLAYMENT INSTALLATION —
w- m MAmmS ARE FROOM TO 1NE
SAFETY HARBOR, FLORIDA 34695 RiCt°EII1 FCR 7E1111C AfaoM NO EM S ORAFRNG NUMBER:
PHONE (727) 726-1138 ReT Ca WAX no JW FROM 00M AD-HR-0007
1
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN 10 FLOOR FRAMING
MEMBER W/ STAPLE OR NAL
BANDING STRAP 'WRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
ABE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTAKD TOWARD THE
I OUTLET. WARE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
.. J VIEW OF DRAIN PIMP
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
M AMROVALo
•.11;� L
JACOBSEN HOMES icsESP£CFrAV0oY9tcpMDjPROM nAM. ��er: RR "' 7-17-97 KY. Ler�R:
LAWN. PRMIA"."CoM— DRAMIG TITLE:
PLUMB
YAIZMENS OF AO SM YAMIVACIUWMG 4
,� P.O. eex 36e rc sm VAm4xs Am Wo►Cm To DIEING SUPPORT
SMM HARBOR. RORIDA 34695 Itema wa srm� rwm No om K DRAF/NG MMER:
PHONE (813) 725-113a an CMffMM t " sao rWd GUM AD—PL-0001
18
I 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
MAE V A
INC.
JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LtI1tK:
THESE SPECIFTCAlIONS AND DRAWINGS ARE M.T. 3-30-05
ORIGINAL. PROPRIETARY, AND CONKDENTIAL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTMG OPEN PORCH RAILING S
MG SUCH MATERIALS ARE FRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 REMPIM FOR SPECIRC PIINPOSES RD MT BE DRAWING NUMBER: AD-PO-0001
PHONE (727) 726-1138 KEPT COYfKI TK AND SEW FROM oKK
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
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
(SITE INSTALLED)
>�— — — — — — — — — — — — — ------
FOR OVERHANGS
c SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY J
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITI- SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
DAM APPROVAL'
NOTES:
APPROVED BY
00oARevised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESEsPE(]FICAmsAND DRAWNMARE
O.A. 10-24-07 ,
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:
min „ P.O. BOX 368 MATMALS OF JAtOMM VANUFACR"t; ON SITE PITCHED ROOF DETAILS
INC, SUCH MATERALS ARE PRDWEO TO THE
SAFETY HARBOR. FLORIDA 34695 RErpfFxT FOR W IWIC ROM AHD MIST BE DRAWING NUMBER:
® PHONE (727) 726-IIM IIEPT CDIaWTIAL AHD SEOV FRO OTHERS AD-PR-7001
20
ROOF- TO ROOF ATTACHMENT
SITE INSTALLED 7/16- MIN. ROOF
SECURE STE INSTALLED ROOF DECKING WITH 7/16- X 1 1/2- X 16 GA. STAPLES X 16 GA. STAPLES, 2' O.C. MAX. TO
DECKING SECURED YNTH 7/16' X 1 1/2'
A TA
(12) EACH SIDE OF MARRIAGE LINE TO EACH RAFTER.
EACH 16' O.C. RAFTER.
• SEE DETAIL 'A' SEE NOTE 11
11' MIN. SITE INSTALLED DECKING OVERLAP
SITE INSTALLED RAFTER TO
FACTORY INSTALLED ROOF DECKING ALIGN WITH FACTORY INSTATED
IL RAFTER BELOW-
8/
SEE NOTE 12
18' MIN.
BE RIDGE BEAMS
EE NOTE /4) kDECKING WA
CROSS-SECTION
REF. PG. RC-07-0044
FACTORY INSTALLED RAFTER
(CENTER SEGRON)
"N0ZOHE.11
All EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NDS01 `C-FS3 - 88.01
NOTES: DKNW A"ROVAU DAM A"NOVA:
1. SECURE EACH 16" O.C. RAFTER TO RAIL BELOW VAlH
2-/10 X 4 f/Y SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION WIN.) oua o9,2006
2. ATTACH MATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH J
#10 X 4 1/2' SCREWS 9- O.C. MAX SPACING: Vb Q�"tm4maINC.
1 SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS JOr1T1 C. 08 nFruntF.au N
K2 Engkmer ft, Inc. CONSMUMON AND S.FFN STANDARDS
�/
JACOBSEN HOMES
P.O. Box 360
SAFLTY HARBOR. FLORIDA 54695
PHONE (727) 726-1136
mamaarma, o oRAwmaAw
eaowK, pwrmem". ro Do ormam
W. MM UI M I
MINI FM SAC WOO yp V= t
UK eww"ft"wru Aft omL
DRAWN er. 0 A
" 06-02-064.001010
n
/L.�l
DRAMifi nnr:
ROOF TO ROOF ATTACHMENT
ORA1l� NCR:
AD-PR-7002
21
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUILOOKERS
--,Z Q0, ".-
-2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OUILOOKER
W/14N. (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MIN. (3) .131' X- 3' NAILS
(TYPICAL AT ALL CENTER BRACES)
NDS01
19•
oc
`
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131" X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .1310 X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUILOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT f OUTLIER 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.
MAMMUM INTO TOP do BOTTOM
CHORDS ONLY.
`- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE:
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUROOKM M BE SMW w M
IN THE EHDZONE PER FASTENER CHART.
SINGLE TRUSS ONLY
REO'D OU19DE OF
3 FT. AREA
...SS MAY BE
PLACED ON EIIFIER SIDE
1. ALL TRUSSES LOCATED WITHIN 35" OF THE END OF THE R
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS
OUANTFIY
PDMANt
J31 PD NAB.
5
1 1/2'
15 GA. -STAPLE
8
1'
I8 SCREW
2
1" (INCL 1�)
OUILOOIO:R FASTENERS MAY BE NSTAM 1NINCIZONE 111
FROM TOP CHORD DOWN f POMATION ALL EXPOSURES
5 MANFANED. (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
�Tleo9`>
John C. Doom,'RL.
1(2 EngineG,.irig; lna•
APPROVED BY
NIPFeb 05,2008
INC. -
FEDEPAL IUWUFACfURED NOYE
CONSTANCIION AND SAFETY STANDANOS
JACO BSEN HOMES
NOTIC@
TIM SPE61F1OAIM AND OW NGS ARC
DRICNIH. PROPRETMY. AND �i10QIIlAL
I
DRATM BY;
O.A.
DALE
1-29-08•
REY. LETRR
DRAWING IRE-
P.O. BOX 368
MAIEI OF JIICO8501 YBAIFACWW
W- so yA1uts" AM prom m"
END ZONE RAFTER/OVERHANG ASSEMBLY
A
SAFETY sss
HARBOR.�)
WT MM no �
DRAw+�c NUMasx
OE 726ii38
AD-PR77003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
16" MN.
— TRIPLE WIDE CENTER SECTION PEAK \
SITE INSTALLED DECKING ON PIT08 NO BLO(�(ING REQUIRED
TRUSS SECTION k REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL
ROWS OF SHEATHNG) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
�MANIJF.
INSTALLED DECKING TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
Is
WINOZONE 11
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTE$: cm�cu :rr+sure� uwru�mw�
1. 1/e 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 WTI air �:� Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. Do :.:�. � Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE }C2�i1C��:«yilji;, `•14c N 14 INC.
SAME DECKING PATTERN. FEDEW KANUFAMPED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCnON AND SUMSTANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
N0MM """"" O.A.
JACOBSEN HOMES "' �.. �•,�,:
nlESE sPEaFlGna�s ANo. DR�mres � 10-24-07
oa MN- F+ROPmumff. AM CQinaam. MANING TILE:
P.O. 80X 389 VATO QS OF VZOM MAMFACUM
sm Fum ms Am mwm m ra ON SITE PITCHED ROOF DECKING INST.
SAFETY HARBOR. FLORIDA 34695 PZFW FDR US= F1L0M NO MbT BE DRAWNG NUFM
PHONE (727) 726-1138 IVT CMEE K No Sm fmM an AD-PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
/SITE
INSTALLED ER
SECTIONOFROOF
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 J z
CEILING PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
DAPIA APPROVAL'
APPROVED BY
PRevised
Oct 25,2007
INC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE;
+m
nSPEOFICATRTHS AND DRAWINGS ORCINA, PROPraEFARY, AND O0NnDENnu
DRAWN BY; O.A.
10-24-07. DATE;
REV, LETTER.
DRAWING TITLE:
A
P.O. BOX 368
MATERIALS OF JACOBSEN �����
INSTALLED PITCHED ROOF VENTS
� �, MATETTULs „M PROVIDED TO DIESITE
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REU'IENT FOR SPECFIC ROM AND MDST BE
KEPT CONFIDENTIAL AND SECRET FROM OTHOM
DRAWING NUMBER.
AD-PR-7005
24
ROOF VENTING
TV 1o0 sa K culwn FOR ~•-
�r YDIwom OF Row SEcum
(SEE OWT FOR REoIMMENTS)
100 SO. 1N. CUTOUT VENT HOLES
N
REQUIRED IN FLAT ROOF SECTIO
(16n x SECTION LENGTH: CUTOUT HOLES:
0 To IS -r 1
15'-6. 10 31•-r 2
31'-r TO 46 -W 3
46'-10' TO 6 -6 4
67-6 TO -0 5
I I YARRtACE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
u_I
I 4ARRUCE MALLS
�I
cI LOW VENT LOW VENT
•-r 1-s
I
I 050 SO. IN, VENTS REDUIRED
RHIGH VENT IN SITE INSTALLED TRUSS SECTION
z i .r
— — — — — — — — — — — — — --
I CENTER LINE OF CENTER SECDOH
(= I = xcuaN U)cwt "C" im too %m
10 A'-r we Now
4W-W A Gr-f 2 1 EIL S K
67 10 W-ir 3 2 (ASK
A AMU N 10 CKWANc KMiS
R I J-- TTP. 50 S0. rl ROOF VENTS +=�
LOW VENT (SEE CHART FOR REOLAREYENTS) LOW VENT
l MARRIAGE WALLS
1
I SITE INSTALLED CENTER SECTION OF ROOF.
I
NOTES' DAPIA APPROVAL-
AAPPROVAL-
AF PROVED BY
rJUN 10
INC.
MANOFAMBED HOME
CONS FROM AND SAFETY STANDARDS
J AC O B S E N HOMES vm vEarcArras AAm pNUm An DRCE-AWN DAM "'LETTER:
LEt1ER
R.R. 01-22-04
QVWAL PRWKIA". AM CON FUNNPA DRAITRIC 111LE:
P.O. BOX 368 W1WOMS Or AZ SDI WWACTUIuG ROOF VENTING -�
_ W- 9" MARRMS ARE FWWW 10 WC
SAFETY HARBOR. FLORIDA 34695 REOVa rat 9 9 nlPM AID MW K MAIM NUMBER:
PHONE (727) 726-1138 Ivi cwmaul Nos mi now ubm AD—PR-7006
i
I I YARRtACE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
u_I
I 4ARRUCE MALLS
�I
cI LOW VENT LOW VENT
•-r 1-s
I
I 050 SO. IN, VENTS REDUIRED
RHIGH VENT IN SITE INSTALLED TRUSS SECTION
z i .r
— — — — — — — — — — — — — --
I CENTER LINE OF CENTER SECDOH
(= I = xcuaN U)cwt "C" im too %m
10 A'-r we Now
4W-W A Gr-f 2 1 EIL S K
67 10 W-ir 3 2 (ASK
A AMU N 10 CKWANc KMiS
R I J-- TTP. 50 S0. rl ROOF VENTS +=�
LOW VENT (SEE CHART FOR REOLAREYENTS) LOW VENT
l MARRIAGE WALLS
1
I SITE INSTALLED CENTER SECTION OF ROOF.
I
NOTES' DAPIA APPROVAL-
AAPPROVAL-
AF PROVED BY
rJUN 10
INC.
MANOFAMBED HOME
CONS FROM AND SAFETY STANDARDS
J AC O B S E N HOMES vm vEarcArras AAm pNUm An DRCE-AWN DAM "'LETTER:
LEt1ER
R.R. 01-22-04
QVWAL PRWKIA". AM CON FUNNPA DRAITRIC 111LE:
P.O. BOX 368 W1WOMS Or AZ SDI WWACTUIuG ROOF VENTING -�
_ W- 9" MARRMS ARE FWWW 10 WC
SAFETY HARBOR. FLORIDA 34695 REOVa rat 9 9 nlPM AID MW K MAIM NUMBER:
PHONE (727) 726-1138 Ivi cwmaul Nos mi now ubm AD—PR-7006
i
A AMU N 10 CKWANc KMiS
R I J-- TTP. 50 S0. rl ROOF VENTS +=�
LOW VENT (SEE CHART FOR REOLAREYENTS) LOW VENT
l MARRIAGE WALLS
1
I SITE INSTALLED CENTER SECTION OF ROOF.
I
NOTES' DAPIA APPROVAL-
AAPPROVAL-
AF PROVED BY
rJUN 10
INC.
MANOFAMBED HOME
CONS FROM AND SAFETY STANDARDS
J AC O B S E N HOMES vm vEarcArras AAm pNUm An DRCE-AWN DAM "'LETTER:
LEt1ER
R.R. 01-22-04
QVWAL PRWKIA". AM CON FUNNPA DRAITRIC 111LE:
P.O. BOX 368 W1WOMS Or AZ SDI WWACTUIuG ROOF VENTING -�
_ W- 9" MARRMS ARE FWWW 10 WC
SAFETY HARBOR. FLORIDA 34695 REOVa rat 9 9 nlPM AID MW K MAIM NUMBER:
PHONE (727) 726-1138 Ivi cwmaul Nos mi now ubm AD—PR-7006
i
i
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
/SITSECTIONLLED OF ROGER
VENT LAr
(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)
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
P(EXTEN
SITE INSTALLED
UMBING VENT PIPE
D 3- ABOVE ROOF)
(SEE DETAIL 'B')
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
XHAUST DUCT SPLIT
4ND FASTENED TO ROOF
)ECKING OR BACKER
KITH MIN. 4- 80, NAILS
N LIEU OF FASTENING
)UCT TO. VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
0-'O'—FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS,
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 SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
(SITE INSTALLED)
VENT PIPE
0-o-(FACTORY INSTALLED)
DETAIL ' B'
DAM APPRDVAI
APPPOVED BY
JUN
INC.
FEDERAL ANUFACTURED HOME
--Tof l T'm eNn SAFETY STANDARDS
NOTICE DRAWN BY. DATE REV. LETIER:
JACO BS EN HOMES MM SPEOPIGInoK NO ORAWNM ARE R.R. 01-23-04
ORIONAL PROPRIETARY. AND CanO IM DRAWING TITLE:
M P.O. BOX 368 UATDTULS OF IACOes "NLIFAC"IRW —
W- SUCH MATEIEALS ARE PROVIDED TO 1IIE PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 REOPtxT fpl SPECIF PUAPOStS AO MRl K DRAWING NUMBER: AD—PR-7007
PHONE (727) 726-1138 AWT Cm�IgL> IK 00 SECRET 1RvM M OI
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
m
�a
m
m
Im
ma
150 FELT TO HAVE A 6' MIN. OVERLAP
AND A MIN. 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENDLAP SEAMS.
r -1 r -1 'T
A
t
FIELD INSTALLED 15j FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAWENT WITH A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
. , FIELD INSTAILPD ROOF SHEATHING (TIP.) tf�
I
6' WIDTH OF ROOF CEMENT WHEN
I OPTMAL 15# FELT IS INSTALLED.,
•i 1
I OPMAL LAYER OF 151 FELT
I 1
1
� I
I I
I I I
r-j
4
ONE-FIF-a SME
UNOMAY"
ROOF SHEANNG MP.)
THIS Row OF SHINGLES M BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST.000RSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DEOQNG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
16
mva0"mm
FASTENING DMAIL NANOZONE ILA
(110 MPH)
ALL EXPOSURES
1� NG OF OPTIONAL 15/ FELT IS NOT REWIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
IN Oct 29,2007
2. FASTENING OF OPTIONAL 15 f FELT IS NOT REQUIRED. (FASTENERS APPLIED j0��j t/ a 7AINC.
ARE JUST TO HOLD FELT IN PLACE UNTILSHINGLES ARE INSTALLED.) ((;; � en,
•('Itivrll'IgE ��� EDERK MANUFACTURED HOME
3. SHINGLES INSTAtiEO PER MANUFACTURERS INSTALLATION INSTRUCTIONS Jig Eng. NSTRUCTIDN AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
NOTICE
atAWN 8Y:
O.A.
DA TE: REV.��
�0-24-0�
JACOBSEN HOMES
>� �►� � mom
QRlil►>_ PRDPfiETARx ANO OOIF1pEN111IL
DRATAHtG TITIfi: n
ANC YAIEIeNi
Sm Comm �'� � �A�T n
P.O. tiOX 366
g�101 PROY�TNE
SAFETY HARBOR. FLOPoOA 34695
PHONE (613) 726-1138
re�nrt Rit sc><a1C awlo�s AID IS6f BE
larl oa»Exm wo SEam Rnl onmrs
ORA11/1G NUMBER:
AD—PR-7008
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
4
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 APPLIED 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. MATH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DANA APPROVAL
NOTES:
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).
INC.
FEDEI
ALMANUFACTUREDHOME
CONS
RUCT ION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE:
IWSE WonCA, S AW MA.NMAla<
DRAWN BY:
T
DATE
02-04=04
REV. LETTER
DRAWING TITLE:
OMML PROPRI U". AW COHMIM
„
YAIFAOALS 9F iMMOSDO YAN WACnM6
TYP. FLASHING INSTALLATION
-
DRAWING WYA3(R
AO-PR-7W9
SAFETY HARBOR• FLORIDA 34695
PHONE (813) 726-1130
II[EGMII Fat SiW REPOSES NO MAT K
KM CW1DLMUK Also SE01:1 FPOY 00M
28
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
is FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
I VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-CCV,yS WiEi1 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. Mil ANCHORS ARE NOT
INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE INSTALLED
IN ACCORDANCE WiTH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TiE-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
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 AND END
TIEATMENiS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TiES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TiES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
TiHE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STiEL
& DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-D' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTi-WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TiES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AHD 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON T)P. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTiFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TiE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WIIICN THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER 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 N ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS,
15. ALL GROIRID 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 WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTiON(S).
I& ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REWIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKRiG REQUIREMENTS. ALL BLOCKING DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES:
ENGINEER `/� ••�ll/!////'
DAP IA APPROVAL'
c�',L
ROVED BY th. ,..
THESE NOTES AND DETAILS ARE APPLLCABLE
;•``�`�O�.�C,iSTER
= •Q No. O':.
5 10
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
— ENE8703571..
JUN 1
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
= .�
INC.v
FOR .SPECIFIC INFORMATION ON EACH.
•, TAjC
NOW
., •.tipi.AN.
JACOBSEN HOMES
NOTICE /nlll
iNESE SPEancooNS AND DOWNM ARE
1 M1. ► o . C.L.Y.
DALE, 5-19-95
REV. LEM.
DRAWING TIU-
TD-GENERAL NOTES
P.O. BOX 368
OIEONN. PROPRIETMY. AND ODNitOEm
11ATERI&S OF JACOMN MMWACMN6
n
/-i
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
°K SUCH MATERIALS SKCFX AR[ FRONDED To 1BE
RECPlNi FOR �ECi1C P{RP'0615 A10 1515E �
*PT w+eMU& No SECIV M Or"&
ORAMtNC NUY$ER
AD-TD-0001
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
Y'N• Drc
ANCHOR
YIN 0TY.
ANCHOR
V
FLOOR
WIDTH
EA. END
N
EA. END OF
ANGLE
O
Ell SECTION
YIN.. 6
EA SECTION
Y;N. B
20'-0'
2
36'
2
45'
24'-0
2
46'
2
60'
25'-4'
2 1
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE h
W1ND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACING
DBE. HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-O'
.12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
25'-4'
12'
8'-0' 1
31501
40'-50'
6'-8'
3150
40'-50'
26'-8'
12"
8'-0'
31501
40'-50'
6'-8'
3150
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
EA. END
ANCHOR
AN
YIN OTY.
EA. END OFANGLE
ANCHOR
FLOOR
O v
WIDTH
EA. SECTION
YIN.. 6
EA. SECTION
YIN.. 9
20'-0'
2
50'
2
68'
1
24'-0'
2
70'
3
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Ili
SPACING
DOL HEAD
ANCHOR ANGLE
SPACING
DBE. HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
5'-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
5'-4'
3150IT
40'-50'
4'-0'
3150#
40'-50'
25-4'
12'
-4' 1
31501
4D'-50'
4'-0'
31501
40'-50'
26'-8'
12'
54
31501
40'-50' LTTI
LIEIIII/ '-0'
3150#
40'-50'
OTES:
� -
ENGINEER` O "
DAPIA APPROVAL
1. SEE AD-TTT-D001 FOR ADDITIONAL REOUDTEMENTS.
``�Q�` • G\STER
� � ; ''Q, lc •,��
a Q No. o •.
APPROVED BYE
;
2. SEE AD- D �p1OR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
ENE8
.111N 1 5
OF
INC.
�''%'rE` •' •.. D I A� • • G\� .�`
CCtSIAUCTp1 NO SAFER SINfJ4F�
JACOBSEN HOMES
NOTICE
THESE sPEonunons AND DRA.AHcs ARE
11AAk�LD ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. BOX 368
WGINAL. PROMETARY. AND CONIIDENRAL
MATERIALS CF JACOOSEN UAMJFACIMINO
ARE PROND(D TO THE
n
„
DRAWING TITLE:
NORM. SPACING TABLES
SAFETY ONER(813) FLORIDA
261D 138
W_ SUCH MAIERULS
OUT c Kopera� of k ko SEO srKm �
/H`
DRAWING NUMBER AD-TD-0010
30
ADDENDUM
11
ALTERNATE TIE —DOWN SPACING TABLES
'� wl-oo�>>
ZONE Il & III/EXP. C
�4
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
END ZONE n
END ZONE
N
etff
�
�O
mm
`
C
WDTH
Ek SECTNN
OL
a
EL SFT:RG11
Y16 6
o�
23'-V
2
54'
3
40'
244
2
54'
3
40'
25'4
2
60'
3
44'
3ir
3
46'
30'-8'
3
4T
4
41'
(SEE NOTE
14 FOR ANCHOR ANGLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN,
MAX.
WKD ZONE II
WIND ZONE 11
sPAaNs
s L Wm
ANm ML
SPACM
EL HEAD
Lo
mm ANRE
FLOOR
EAVE
00
Ova"G
LOAD
Z-4'
12'
5-4'
3154
40=45'
5-4'
3150t
35-40'
24'-0'
12'
54
3150i
40'-45'
5-4'
3150#
35'-40'
254
12'
54
31501
40'-45'
64
31501.
1 35'-40'
26'-8'
12'
S-4'
31501
40=45
.54
3154f
1 35'-40'
31501
40=45'
5-4'
3154
3T-40'
(SEE NOTE #4 FOR ANCHOR ANGLES)
% C
�� ... .
O
.
•
i• No 45484 •
_ •
`c'TA'' - m
m�mAT�
REF. CALC.
:'c4 H P ••`�2`e`�
C-TD - 215.01 - 215.20.
N A`? �o
ENWW APPROVAL•
Ow APPROVAL
NOTEL
1 5EF AD-ID-W FOR AMMONAL REQUlR¢147i1S
APPROVED BY
ft�=
2 SEE AD-ID-CO11.1 FOR wmm M HEIGHTS RFAUBtED FM 11ff LOADS
TA91A M AMqNPINC.
16,2009
-M-MM TO DOWN WES ONLY.
3, D= ON THIS PAGE APPUGW
4. "M Man ANGLE SHOVti DI THE CHART ABOVE CANNOT BE ACHEVED,
FEDENAL IWIIFAL7URED XO�E
WNSTRUCf1ON AND SAFETY STANDARDS .
DBIALLED AN APPROVED STAKW PLATE.
MOM BY;
JACOBSEN HOMES -Tm�►Pm M.T.os-04—os
DATE REV. LETTER
aaaoa�u. aA1
AT1wIAlS a mono YAMIFACRATND
Moo YoR =- MLTERNATE SPACING TABLES —'
P.O. BOX 366 RC 9X H YAM S AK PROIOED TO TIE
OWEDSAFETY HAt�OR. FLORIDA 34595 WMI RA SM PU W AID Em K MANG KOM
LLLU PH2 (613) 726-1136 WT COMM AND SEW FFMam
AD-TD-0010'1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SN(NMNr TIF-IIOWN SPACINGS
MA& rm ow-W-wau IIWIL rm /WATT-wry . V ran rv-.r — ..+ — .. .....• . .__ -_ -_ _-
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE EO FOR ALTERNATE M-DOIRI IMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TE-DOWN
NOTES: N �.• ..v�O ,,,��
1. SEE AD-TD-0010 FOR SPAaHG TABLES ���•��>��. ••G�STEg�2 FQi
ISEE AD-TD-0010 FOR QUA ITY OF LONG17WAL TIE -DOWN STRAPS REQUIRED. � Q� No' .
3. SEE OTHER DETAILS FOR BLOaONG (PIER) QUANTITY AND OTHER REOUIREIAENTS. _ ENE8703571 =.
4. SEE AD-TD-0001 FOR ADDIIHONAL REOUNUENTS.
5. ZONE 2/DPOSURE V. 60' 4AX4UIY HEIGHT � '� : CJT��
ZONE 2/EX MIRE V: 44' YA1011UM HEIGHT /1jPl// 4j Q�.• • ��
ZONE 3/DPOSURE 'C: 40' NAXPAUN HEIGHT '�'����••', CIA '•�����
ZONE 3/E7f MRE V: 36' YAXIIRIY HEIGHT ����i�siS//i u 1 • E� .����`
SEE NOTE 5 FOR
NAWN HEIGHT
REF. CALCS:
;flpC"1 1. I 7-(XTA
INC,
JACOBSEN HOMES NOMC& -• �� ��
uax sPEancams AND DRAWM3 C.L.Y. 3-27-95
MORAL. PROPFIiURY. AND OWUNTIN. DRAYANG TITLE:
„ P.O. BOX 368 NATERULS OF JACOBSEN NANUFACIURMG FIGURES 1.0 AND 1.1
NG SUCN NAWMS ARE PR MM TO 11E
SAFETY HARBOR, FLORIDA 34695 WPM FOR 9ECFIC PlnvM AND WST BE DRAWING NUYBM'
PHONE (813) 726-1138 WT CONFWU& NO SECRET FROM 0"M AD-TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
cumaki r mr_IVINIAI CDA(`IFdm
FIGURE 1.0 0 owill D"911j.11
a . No 4 .. ►
e
09 o p�:1���,.. •
TYPICAL CROSS SECTION TYP. ata�-yet A�►A— -�a0
MOWING � 11EDOWNS F1AOR sYsra�
'Beep®Ea"ae,eeo�
ausgs
SFE NOTE 5 FOA
I wAw ww
�-- ANCHM ANaE (ff IM P) ANCHOR ANNE (SEE KNEE ps) —+
FIGURE 1.1
OMIX RASED ON 9511f 1-REAH CE1dTERs Alm 96' 10 SOKS).
NUE : APPROVED BY
1. SEE AD-TO-OD10.1 FOR SPACING TAFILES
2- SEE AD-TD-0010.1 FOR QUM" OF LONG111ANAL TIE-COM STRAPS REQIARED. ,hm 16,2009
NAINC.
3 SEE o1HFR DETAILS FOR •BLOCHING (PER) QUANDTr AND OTHER REQIARFiIENTs
4. SEE AD-•TD-Mm MR ADDI00NAL REQUIREMENTS. FEDERAL IWNiACRI ED NONE .
CONSTR=ON AND SAHTY STANDARDS
5. ZONE 2/Ef0'0511RE 'C: 67• MASUM HE16HT
ZONE 3/EfO' RARE 'C: 56• MAMMUY HEIGHT REF. CALCS:
6. *EN ANCHOR ANGLE SHORAN ON AD-7D-0010.1 CANNOT BE ACHIEVED, C-TD- 215.01 - 215.20
INSTALL AN APPROVED STAEB M PLATE
NOTICE DRA1xa BY: M.T. DATE 06-04-09 REV lET1TR.
JAC O B S EN HOMES 7103E 5P17pACAmms m NAWI m fm
ems ' G D�WNc ' FIGURES 1.0 AND 1.1
N + MMF
P.O. BOX 368 I1C. SUCH NAIF = AK F11011= M 11E
SAFETY HARBOR. FLORIDA 34695 BBB FOR 91 FtiP0e:5 MD MST E DRAWING NUMBER
COMAIFNIN l� SET FRdI OD= AD-TD-0011.1
❑ PHONE (813) 726-1136 l6PT
33
ADDENDUM
��'�' v5
NORMAL TIE -DOWN SPACING TABLES
1
ZONE 1I & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
LAIN.
WIND ZONE 11
WIND ZONE III
YW OTY.
ANCHOR
YIN OTT.
ANCHOR
FLOOR
WIDTH
EA END OF
ANGLE
EA. END CF
AHGIE
O�
EA SccnON
YIN. A
EA CTICN
MIN. B
12'-0'
2
43'
2
55'
�1]4
jjU�
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL
DEL HEAD
ANCHOR ANGLE
SPSPACINGANCHOR
DBL HEAD
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'-0'
6'
8'-O'
315Oj
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
B'-O'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
YIN. OTT
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
EA. END
N
EA. END
NGLE
0
EA SECTION
YIN.. B
EA SECTION
uIH6
12'-O'
2
64'
3
47'
�1
12'-0'
3
1 37'
4
33'
3
42'
3
55'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
PAND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DBL. HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
12'-0"
6'
5'-4'
31501
40'-45'
4'-0*
3150Q
40'-50'
13'-4"
6'
54
3150A
40'-50'
4'-0'
3150#
40'-50'
NOTES:ENpNEER�w`
0�
DAPIA APPROVAL
1. SEE AD-m-0001 FOR ADDInONAL REOUIREMENTS
�.` Qx •'' �gTE �� 4-
APPROVED BYE.
2. SEE AD-lD-0013 FOR MAXIMUM PIER HEIGHTS REOLARED FOR THE LOADS
TABULATED ABDW.
ENE8703571 ' =IN
IN 1 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
* '
INC,
4. ABOVE TABLES APPLY TO 160" FLOOR OR 144• FLOOR MOTHS MATH 95 1/2'
I SPACING 96- YAXIMLD1 SIDEWALL HOGHT AND 6- MAXIMUM SIDE
STAT^ F
��� �+1
�`''• /^/ �' �`
FLJARL,®«
�M=awasvtlrsluoM+oo
-BEAM
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
- F . 01A
-if ... N'''(j
J AC O B S E N HOMES
NOTICE: /IIIII 11
TNEsE SPEa'1CAT0iS AND DRAWNGS ARE!
1111""C. L. Y.
DATE:
5- 30- 9 5
REV. LETTER:
P.O. BOX 368
CAGNAL. PROPWART. AND COMDEHTLAL
MATERIALS OF JACOBSEN MAWFACTLRING
LNc SJCH uAIEMkS ARE PROMED TO THE
DRAINING TITLE:
NORM. SPACING TABLES
„ SAFETY HARBOR, FLORIDA 34695
RECHM FOR 9PE01C R .?M AND Y15T BE
DRAWNG NUMBER:
PHONE (813) 726-1138
KEPT Wf(07 A AM SECRET FROu OTHERS
AD-TD-0012
34
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.2.
SEE FIGURE 2.0 FOR ALTEIDLATE TIE-1100 )=D
iu t AN61F
FIGURE 1.3
SEB FIGURB 7.0 FOR ALT&RRATE TR-MU WRID
SEE NOTE 5 FOR
MAM HEIGHT
NOTES:
EAR'` C D�►�F ��'',
DAPIA APPROVAL,.
SEE AD-TD-o012 FOR SPACING TABLES AND NOTES
2. SEE AD-TD-0012 FOR DUAIM OF LONGLTUDIAL TIE STRAPS REQUIRED
;sTE� ,0 •,
APPROVED BY
-DOWN
No.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUAN71TY AND OTHER REOUREWM �►
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENTS
o
EN 870357 _
JAN i i
-5. ZONE 2/DFO%RE V. 30' MAXWM HEIGHT �
ZONE 2/00 MRE V: 48' MAXOAUM HEIGHT -
3/EXPOSURE •C"
:•� �
OF
` INC
ZONE 28' MAXOM LIEIGHT 06!dd
ZONE 3AWOS11RE V. W MAXDAUM HEIGHT
�NP
JACOBSEN HOMES
NOME ��/��
, SPECFICATIONS MeDRAw�fli
1PR ✓�'
tits"' C.L.Y.
DATE
5-19-95
REV LETTER.
DRAPANG 11TLE
FIGURES 1.2 AND 1.3
min
P.O. Box 368
MA70dk PROvieETutY• M
M/TQtl� °MNS
A
SAFETY HARBOR, FLORIDA 34695
A"4ANNATPWAND
Re m FoRR � wm me WLW K
DRAWIRG NUMBER:
AD-TD-0013
PHONE (813) 726-1138
IVT CM FWMX M v sir rRw omm.
,oe
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-SECTION(S)
..TununuN,..
NOTES
•G\S hi �A`py�' gppAOVAL.;
Q .•.FZ'�.
DAPIA APPROVAPPROVAL��
1. SEE AD-TD-OD10 FOR SPAONG TABLES
Q� No. FO �'
':
APPROVED BY
2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL TIE-DOW STRAPS
REWIRED. -
ENE8703571 �_
3. SEE OTHER DETAILS FOR BLOOIONG (PIER) QUANTITY AND OTHER REOU MENTS _
'•
IN
Jug• 5
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREUENTS
-
I
INC'
;, • . D1A �� ��.
,.I . ..
v
caatnucTONANosANET'rSwDeDf
"%SJ Af EN `,.
A�
,/1„0 ,
`�.
JACOBSEN HOMES
NOi7CE:
THESE SPECIFICATIONS AND DRAVANGS ARE
DRAWN BY:
C.L.Y.
DATE:
5-19795
REV. LETTER:
P.O. BOX 368
ORIGINAL• PRGPRELRY• AND OCNrMTIAL
MATERIALS OF JACOBSEN LIA"ACTURINC
INC. SUCH MATEitkS WE P"00 TOM
DRAWING TITLE:
FIGURE 2.0
A
SAFETY HARBOR. FLORIDA U695
PHONE (813) 726-1138
RECIPIENT FOR SPEanC PP 00 AND wsT BE
PVT OONFDDITIA• AND FLOO "= OHM
DRAWING NUMBER
AD-TD-0014
ADDENDUM
ALTERNATE TIE -DON SYSTEMS)
ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS
SIDE VIEW OF MAIN FRAM_
00
TF.-DOWN STRAP
SEE OTHER OETAKLS
FOR TIE -DOWN STRAP
SPECIFICATIONS
APPROVED ANCHOR WELDED TO
MAIN I-EEAM (SEE OTHER OETA13
SET AO-TD-0200 FOR FOR VaONG) TO BE INSTALLED'
RADIUS CUP DETAILS AT W FACTORY.
(REWIRED INS LOCATION). (MIN. 31501 WORKING (DESI;N) LOAD
AND 47251 ULTMATE LOAD-)
o GROUND ANCHOR
° SEE OTHER DETAILS FOR Siff,
ANGLE AND OTHER INSTALLATION NOTES
( I I I� (• FIGURE 2.1
SOLID HEADER (CROSSMEMBER) 3' x 3/4' (= 1/2) .MUST BE LOCATED
FRONT VIEW CUT INTO HEADER
FOR STRAP ATTACh%0 T. W1TNN 5' OF MAIN
(FACTORY OJT) CHASES i-BEALL
Pam / SEE AO-TD-0200 FOR j SEE AD-'•D-G203 FO4
/ RADII!S Clh' DETAILS I RADIUS CLIP DETALS
!! (REQARED THIS LOCAiIONj (REQUIRED THIS LOCATION).
—1
5' MAX • I
TIE-DOYM STRAP
5EE OTHER CSAKLS
SIDE VXW FOR TIE -DOWN STRAP
SPECIFICATIONS
GROUND AND OR'
° SEE OTHER DETAILS FOR SIZE,
A.vGE AN3 OVER INSTALLATION NC-S.
FIGURE 2.2
NOTFS " _ LER APPROVAL : . �. DAP:A APROVAU
CAA�ca�. ,•. ra
EN Ems.?. r..
1. SEE AD-TD410 FOR SPACING TABLES
2 TD-
SEE AD-OD10 FOR OUANIIY OF LONGITUDIAL TIE-DDwN STRAPS RCOUf2ED. �O TAT.
c ' : r','.' •� x ~
y .
3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OrAER REOVMRENENTS.
4. SEE AD-ID-0001 FOR ADDRANAL REOUIREMENTS '�� • ' +!!f ;
Agar BRACKET AND TL-DOWN
DEVICES ARE CERTIFIED BY OTHERS
CRAWN BY. OAi�. REV. LETTER:
JACOBSEN HOMES T;C.L.Y., s-13-95
TN=iE �E[SFICABMONS MAN2 ] CRAt1fACS ARC
ofQI X. rRP°Rf1ART. A11] coax w►: DRAINING PILE'
�� P.O. Box 363 "A� or"1Com °wfAC=r— FIGURES 2.1 & 2.2
SAFETY HARBOR, FLORIDA 34625 WOF01 FOR 1PECnC ROM ANI UM 1E DRAWING NUMBER
PHONE (813) 726-1138 Co mD jA1. *3 swET ntce oHn AD— TD-0015
LONGITUDINAL STRAP ATTACHMENT
TYpla
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES: '
1. 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 0.035 INCHES IN THICKNESS, 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.
1M CLAMP, MANUFACURED BY
ENGINEERING. PART y 59011
R�« «w.urACTURER'a INS IRRUC T10N5 FOR
COMPLETE INSTALLATION DETAILS)
A PROVED BY
TIN" jljN 15 - M
1p INC.
EDE AL MANUFACTURED HOME
,ON RUCTION AND SAFELY STANDARDS
'JACOBSEN BIOMES THESE sPEOFICTITIONSiAANO DRAVDIGS ARE DRAWN BY: M.T. DATE: 6-12-01 REV. LETTER;
' ORIGINAL, PROPRIETARY, AND COWDENDAL DRAWING TITLE:
MAIERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 36B• INc sua MAIEReALs ARE PRONRxo 10 iNE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR. FLORIDA 34595 REa+ENT FOR 9Wu PWDSB AND uusT BE DRAWING NUMBER: PHONE (727) 726-1138 9M CONFi O MAL AND 9Wl7 FROM OTHERS AD— TD—OO16.
38
ADDENDUM
�g�s
S%t 'V� ,
OWNS S ,
OFFSET UNIT TIE —DOWN PACING TABLE S N
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
(�1
MIN.
WIND ZONE II
WIND ZONE 01
a. OTY.
ANCHOR
UK 011.
uia40R
FLOOR
WIDTH
EA. END of
EA END ON
ANGLE
EA gcTRTN
UKKN. a
E.A. SECTION
NItL e
10'-0'
2
44'
2
56'
12'-0
2
57'
3
42'
13'-4' .
3
.38.
3
50'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DIE.. WA
LOAD
ANCHOR ANGLE
SPACING
Od. NEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'
4'-0'
31501
40'-50'
4'-0"_
31501
40'-50'
12'
4'-0'
3DO01
40'-50'
4'-O'
31501
40'-50'
13'-4"
12'
5'-3'
31501
40'-50'
4'-0*
30001
40'-5T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND
ZONE III
UK OTT.
Ell END OF
ANCHOR
UK OTY.
Ell END OF
ANCHOR
ANGLE
FLOOR
O
WIDTH
FA SECTION
IN. - B
UK
fA SECTION
uut B
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
3
58'
4
48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING -TABLE
MIN.
MAX.
WIND ZONE II
VAND ZONE III
SPApNC
M HE1J
LOAD
ANCHOR ANGLE
SPACING
HEADANCHOR
DOL. HEADWIDTH
ANGLE
FLOOR
EAVE
OVERHANG
10'-0"
12'
4'-0'
3150g
40'-50'
2'-8'
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8-
31501
40'-5D'
13'-4"
12"
4'-0'
3065
40'-50'
111111NOTES:
2'-8'-
3000+
40'-50'
Tlla` �� GavAl����� A
ire VD BY
1. OFFSET SECTION RTTH THE MARRIAGE LWE WALL EXTENDWG BEYOND THE ENDWALL OF
MUST BE TIED DOW AT THE MARRIAGE LINE IN ACCORDE`
0 ,•'G\STfir?
�"' C� •'• do,ANC
REVISED
THE ADJACENT SECTION
WITH THE TABLES ABOVE: THE SIDEWALK SIDE AND THE ADJACENT SEC71ON(S) ARE TOC
SEP 0 9 1
BE TIED DOWN W ACCORDANCE WITH THE NORMAL SPACWG TABLES (AD-TD-DO10). .
�I C.
I'
2. SEE AD-M Ob01 FOR ADDITIONAL REQUIREMENTS.
'� ^; �
' •����
`�
HOME
]. SEE AD-7D-0021 FOR NAlODUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
if�' •!n9�gbr
� � ,•��IQr...•' ��`�� FED
i�i4 • CO
RAL MANUFACTURED
STRUCTION AND SAFETY STAND
ABOVE
tis ....•• ��,��
J AC O B S E N HOMES
NOTICE: 'Until1 ELT< ` DATE
THESE SKOnCAnONS Afro DRAWAM ARE R.R. 8_27-96
REV. LETTM
P.O. BOX 368
CRUNAL. PROPPJETARY. AND CCAIFroFJITIK DRAWING MU:
UATMALS OF JACOM MAWFACROIC OFFSET SPACING TABLESPC.
D
IL Jl
SAFETY HARBOR. FLORIDA 34695
PHONE (613) 726-1138
SXH AIM PROMDED TO TK
REEOPINT roR SPt� PJPMS AND WA1 !f
VIPT CDNDENME A10 SECRET TRW OTHERS ORAnwG NUUDER
AD—TD-0020
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
ti
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE M-DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING iIEDOWNS
SEE NOTE 5 FOR
NA)OJNII H11"T
ANGLE Mu
FIGURE 3.1
SEE MUM 6.0 FOR ALTERNATE TIE -DON METHOD
NOTES:
I. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0020 FOR OLIMITY OF LONGITUDUIL TIE -DOWN STRAPS REOUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
5. ZONE 2/EXPOSURE 'C: 44' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V: 24' MAXIMUM HEIGHT (32- ® 24' WIDE MIN.)
ZONE 3/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 32' MAXILIUM HEIGHT (44' 0 24' WIDE MIN.)
[TARES ON AD-7D-0020 DO NOT APPLY
TO DIM STANOARD 1AXII-WIDE SECRONS
OF THE UNR -SEE NOTE 1. AD-TD-0020.)
TYP. FLOOR SYST017 T1P.
ANm Mal Mp{0R
FIGURE 3.2
ulgIFII ALTERNATE TIE -DOWN METHOD
�i DANA APPROVAL
���•���sTFq.4F'-.
y,
N0. Fo''?' APPROVED BYE
ENE870357lNf 4,
c � �
f,''•'/,j��lll'►�•••�v ` iEDfMi M�1MFAcf1�IpE
�.� ``�. walnrcrp„vos�TTswrw�o
''*,f/4 NAL E...���`
El=JACOBSEN
HOMES
NO
DRAWN BY:
C.L.Y.
DATE
REV. LETTER:
■
TNESE SPECIFICAnoNS AND AND DRAYANGS ARE
ORIGNAL. PROPRIETARY, AND CONFRIFNTIAL
5-11-95
❑„❑
P.O. BOX 368
MATERIALS OF JACOBSEN MANUFACTURING
AM
DRAWING TITLE
FIG, 3.0, 3.1 & 3.2
H
SAFETY HARBOR, FLORIDA 34695
PHONE
�T F RASPE�a1CS PW SE � MIST BE
DRAWING NUMBER:
(813) 726-1138
APT COfiWRA1 AND SEOV FROM OHM
AD-TD-0021
40
t
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN 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
NOTES: tkw,% AYp"Ovl1lU�'"i,� DAPIA APPROVAL
1. SEE AD-TD-0020 FOR SPACv� TAMS (OFFSET SECTION ONLY). ` `iOrr`�_,G�STERF F2%-, APPROVED BY.
2 SFE AO-iD-0020 FOR WANITY OF LONp11AlAL TIE-DOYM STRAPS REQUIRED.
No. o ;
(OFFSET SECT" ONLY) h'E8703571" S 5
3. SEE OTHER DETAILS FOR 1£00014C (PIER) QUANTITY AND OTHER REO MAENTS = _
4. SEE AD-TD-ODDI FOR ADDITICf:AL REQUIREMENTS. T.' Q INC
�UTW •'C��• ��` wousmo�wourt„swcrq
JACOBSEN HOMES
P.O. BOX 368
NO ""
iHESE sPEonunorIS ts AN0 AW oRAwtxs ARE
LRONAL PROPWA". AND MWMTK
YA7ERI a a ueoli9al YA"' ACMUC
�A1+++ 8Y:.
C.L.1'.
DATE
5-11-95
REV LETTTit
A
DRAIANG TITLL
FIG. 4.0
SAFETY HAR-c _�, FLORIDA 34695
INL SXCH YAIFR LALS AK PRM= 70 K
REW104 M 9KCFY MWOM NO SM
DRAWING NUMBER
PHONE (813) 726-1138
Ivi cONmnk NO Nov nu OHM
AO—TO-0022
411
ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES rD Q
ZONE II & III/EXP. C & D
/
LONGITUDINAL TIE -DOWN SPACING TABLE
E+1
MIN.
VAND ZONE 11
WIND ZONE III
UIN. OTY.
ANCHOR
MIX CITY.
ANCHOR
�J
FLOOR
WIDTH
[A ENO
EA. END Or
ANGLE
"
O�
ON
EA. SECTION
IN.
YIN. B
EA. SECTION
WIN. 6
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
2
67'
55'
3
30.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
MOT20'-0"
OVERHANG
12"
4'-0'
36701
20'
4'-0'
39005
20'
24'-0*
12'
4'-0'
37001
20'
4'-0'
3950g
20'
25-4'
12'
6'-8'
40001
15'
4'-0'
39505
22'
26'-8'
12"
6'-8'
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE 81
YIN. QTY.
ANCHOR
UK QTY.
ANCROR
FLOOR
UDTH
EA. END OF
EA. END ON
ANGLE
40�
EA SECTION
IN.
MIN. a
EA. SECTION
uIN. e
20'-0*
2
50
N/A N/A
24'-0'
2
70'
N/A N/A
254
3
42'
N/A N/A
P6'-8'
N/A
N/A
N/A I N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DOL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12"
4'-0'
40DOI
24'
N/A
N/A
N/A
254
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
40001
27. ,,,,,,,
, N/A
N/A
N/A
NOTES:
ENa1
`gft- PRLYAL•pot''/,
DAPIA APPROVAL-
S TE qF�F
�/
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REOURED FOR THE LOADS TABULATED
E1\E8703571
ABOVE:
3. 20 VADES -82" MAXIMUM I -BEAM SPACING ONLY.
✓ =
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
6/Z�t(
\�.�`
— .
_... ..-
JAC O B S E N HOMES
NOnca I'll"m 19FAW
THESE waFlGTN)115 AND DRAWNGS ARE
C.L.Y.
DATE 6-13-95
REV. LETTER:
TITLE:'
ALT. SPACING TABLES
AL
MATTEENP Ac 'BSENOUFACAnF" AND °RA"'"G
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
LNG Ala MATERKS ARE PRONDED TO THE
REaPENT rOR TEarc PJVM RD WST K DRAVANG
M
NUMBER:
AD—TD-0030
PHONE.(813) 726-1138
WT CONiWTM AND SEW RN 0
42
ADDNDUM
o 06°gS ALTERNATE. TIEEDOWN SYSTEM(S)
aoo �
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
MAXNW HDGHT
FIGURE 5.0
4' . IVSE1 SEE FIGURE LI FOR RECOIDD MM THE—DOTIN METHOD .
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000. POUND ANCHORS
TTW USING THIS TIE —WIN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR T11i1 A DESIGN FDAD (FOR= LAID) RATDIG OF
4,D00 POUNDS AND AN ULMLATE LOAD RAT%% OF 6,000 POUNDS MUST BE USED. AH EQUIVH.ART ANCHOR MEETDIG THE ABOVE SPBCDICATIONS MADE By
ANOTHER HANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN I
'C'
ALL WIND ZONES AND IN BOTH EXPOSURE AND EXPOSURE V. HOWEVER. BY
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' 1-SEAM THE MAX.
2 SEE OTHER DETAILS FOR BLOCIQN:. (PIER) WANiIIY AND OTHER REQUIREMENTS
RE WDETAILS FOR THE
COMMENDED METHODS FOR.. INSTALLING FRAME 11E-DOWNS.
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-ID-0030).
:�������.��,,•
ENG1NEfR,�pPROVMMI^ ' •
�'i��
DAPIA APPROVAL
4. ZONE 2/EXPOSURE 'C': 3TC MAWUM HEIGHT
'D': YAX3PJM HEIGHT
ZONE 2/EXPOSURE 27'
ZONE 3/EXPOSURE 'C% 30' UkarJM HEIGHT
j
,(�� �15 T��;r•
' ._ . " _
ZONE 3/ElQ'OSURE 'D': T105 APPJCA71ON IS NOT APPLICABLE.
�2- N0� 0
S701r17T r
A
2T'Il 4'
.�
�Il''�.,�s/OPT
NOTICE: 1811111+ORAWN
BY:
L C.L.Y.
DATE
6—t3-9s
REV. IEi1TR
JACOBSEN HOMES
THESE SPEcnCA"iS AND DRAWu+cs
DRAW'WG TITLE:
FIG. 5.0
ORIONAL. PROPMETARY. AND CON110E111V1
uATOUIS OF JACOM MANIIFACT"G
P.O. BOX 368
SAFETY. HARBOR. FLORIDA 34695
PC SUCH uATMAS AK PROW0 To THE,
RECPOR FOR SUM F 000 AID WST BE
DRAWING NUMBER
AD—TD-0031
PHONE (513)726-1138
JUT COH Wnk AM SEOW FROM OREM
�E
ADDENDUM
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES 6O
ZONE II&III/EP.C&D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
U
FLOOR
D�
YIN.OTY.
EA. END
EA SECTIONCiIOIO N
ANCHOR
AN
YIN.. 6
YIN.OTY.
E END OFANGLE
EA SECTION
ANCHOR
uIN. B
�t
�O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
25'-4' 1
2
1 45'
2
58'
26'-8' 1
2
1 48'
3
3.70
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'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
1 4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
-4'-0'
1 40001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
AIIL Y.O
ANCHOR
Y.O
ANCHORANGLE
FLOOR
WIDTH
D
EA. END ON
k E D
EA. END OF
EA gCnON
YIN. B
IN.
EA SEC110N
IN.
YIN. B
�QO
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
FLOOR
WIDTH
EAVE,
OVERHANG
SPACING
DEN.. HEAD
LOAD
ANCHOR ANOF
SPACING
DBL HEAD
ANCHOR ANGLE
264
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40001
20'-30'
2'-8'
4000#
20'-30'
254
12'
4'-0'1
4000/
ZV-3T
3'-2'
4000#
1.51 30'
26'-8'
12'
4'-0'
4000#
25'-30'
3'-2'
4000#
NOTES:
NOTES:
ENGINEER XffiomlTT1111,,,
-
DAPIA APPROVAL
OFFSET SECTION NTH THE MARRIAGE LINE WALL EXIENDWG BEYOND THE ENOWALL of
THE ADJACENT SEC110N MUST BE TIEDoowN AT THE MARRIAGE LINE�,•
NE IN ACCORDANCE
`��� C DO O,,APPROVED
F '�G�S:
BY
MAIN THE TABLES ABOVE THE SIDEINALL SIDE AND THE ADJACENT SEC110N(S) ARE TO
�0;
?� Q' h0 O .[� Z
JUN 1 4 149§
BE nm Do1xT INACCORDANCE NTH TITS ALT. SPAaNc TABLES (AD-TD-0030).
E
2. SEE AD-M-0001 FOR ADOInONAL REQUIREMENTS.
� =
i ��'' `
3. SEE AD-TD-oam FOR YAIaMUM PIER HEIGHT REOIARED FOR THE LOADS TABTRATED
�'�i, / `'L
ABOVE
�•(` ' F+ \,����•
S
JACOBSEN HOMES
THESE SP OnCAMNS AWD•ORAANH6'�IK.
tT`t`'',,,, C.L.Y.
DATE. 5-30-95
V LETTER_*
DRAINING TITLE
ALT. SPACING TABLES
P.O. eox 36e
CRONAL. PRWKTARY. AND WdTpENNTWL
MATERIALS of JACOBgN YANUFACTtFENG
SAFETY HARBOR. FLORIDA 34695
Mir PHONE (813) 726-1138
MA7U01.5 AM PROYM TO THE
RED NR Marx WOMS NO Ofil K
PVT EONWTUE AND SEOV rR01 07HO i
DRAINING NUMBER:
AD- TD-0032
dd
rrpiSN E1 ADDENDUM
S ?pti1GA %Dvs P S
;1 0%�u OR5 RE4
ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
mu MOLE
FIGURE 6.0
SEE FIGURE 11 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
MAXHIAA HDGHT
[TA B OH AD-iD-M ME APPLY
TD UIESE STA%" NUL -NOE SECIOS
OF THE UIOT -SEE NOTE 1. AD-TD-O(M]
IT. FLOOR STS101_
ANOIOR MOLE
Tip.
ANM MOLE
FIGURE 6.1
SEE FIGURE 12 FOR MMMBNDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS M-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TO A DESIGN LOAD (TORN M LOAD) RATING OF
4.000 POUNDS AND AN ULTIMATE ROAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUIYB ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IEEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLODONG (PIER) QUANTITY AND OTHER REOUIRENENTS
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE &I SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DOiO).
(ALSO SEE AD-ID-0020 AND AD-TD-0021)
5. IONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE '0% 2C MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V- 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOVN ABOVE ARE ACCEPTABLE FOR USE N
ALL WJDT ZONES AND N BOTH EXPOSURE 'C• AND.EXPOSURE V. HOYEVER. BY
INSTALLING THE FRAk TIE -DOWN STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX
HEIGHT OFT THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INS1ALM FRAME TIE -DOWNS
•```��c1 C• D06
O?•G�STEq'�F'L
�� •Q� No. Fo
&NE8703571
APPROVAL'
PROVED BY
NIPINC5
LwI.�:PY-Wrnswaw4
JACOBSEN HOMESrTOIIc� %�; °A"�`"1 rijk DATE. REV. LETTER:
Tt1Em SpEOiH'ATNXNS Aid MANtIf.S ARE 18111111% C.L.Y. 5-30-95
MATERIALS
pRF ACT RT, AND CCNI>DEN m DRAWING TITLE:
HE
P.O. BOX FLORIDA
� MA1D KS AM OW TO rtlEG FIG. 6.0 do 6.1
SAFETY HARBOR 726-11 34695 . RLOEM FOR 9W C RFC ma MM FE DRAWING NUMBER: PHONE (611) 726-1138 IIPT CIKWR4 kO SEO ET MOM OHM AD—TD-0033
ADDENDUM
�lO
Ott
ALTERNATE TIE —DOWN SPACING TABLES
ZONE 1I & III/EYP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WND ZONE II
WIND ZONE III
10,11. OTY.
ANOIDR
UK OTr.
ANCHOR
�J
FLOOR
MOTH
EA OF
ANGLE
EA. END
ANGLE
EA SECTION
YIN. B
IO
EA SECTION
MIN. B
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
10
VERTICAL TIE —DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DBL. HEAD
LOAD
ANCHOR ANGLE
SPACING
WL HEAD
LOAD
A 00 ANGLE
FLOOR
OTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4°
1 6'
1 5-4'
313501
25'
1 5-4'
39601
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
Y.
ANCHOR
Y.O
ANCHOR
FLOOR
WIDTH
A. END
U END Cf
EA SECTION
ANGLE
HRH. A
EA. END OF
k DID
EA SECTHON
ANGLE
MRL B
O
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL FAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
39501
25'
2'-8'
39301
20'
13'-4'
6°
4'-0'
39601
25'
1 2'-8'
40001
30'
THIS ALTERNATE APPLICATION REQUIRES,,,,4,,p00 POUND ANCHORS
NOTES
ENp`NE�1}%` RI�L O� '/���4
DAPIA APPROVAL
1. SEE AD-M-OD01 FOR ADDInONAL REOLIMENTS
�Q?�l�C��STEq ' O�Z��%
APPROVED EW
2. SEE AD-ID-OOM FOR NAOM PIER HEIGHTS REOWRED FOR M LOADS
iABUTAIED ADOVE
e No.
_ -
ENE9703571
1 5
rfl
3. MAX EAVE OVERIWIG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR FOR7N
+%�Q�'•..
I
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
/ 6 q '����
ND.. N• •'(��
v
ucr a�ou®�a[
�
1-BEAM SPACING• 96' MAXIMUM SIDEWALL HEIGHT AND 6- MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF LMR)
�' '�� ' `�`
JACOBSEN HOMES
NOMCE . '11:11
msE SPEOF1 DONS W DR YMM
mtvn
C.L.Y.
DAIS
5=30-95
REV. LETTER
DRAWING TITLE.
ALT. SPACING TABLES
P.O. BOX 368
ONaCMAL PROPWCURY. AND CONRIDf M
MATERIALS OF j COM YMIUFACRANG
A
„ SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
HC SUCH YATERULS ARE PROYM TO ENE
KCRE NT FCR SPECIIC PJMZ NO KW 81
PvT cDN mTR AIO SENRET TROY oTan
DRAWING NUMBER
AD-TD-0040
46
��p�pgS
�000�
ad"ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
ANGLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE-DOTH METHOD
IMPORTANT NOTICE:
SEE NOTE 1 FOR
MA70NM HOGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DOTN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR TIN A DESIGN LOAD (TOME IOAD) RATING OF
4,000 POUNDS AND AN ULML47E IDAD RATING OF 8,000 POUNDS MUST BE USED. AN EQUIVIANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
. ANOTHER MANUFACTURER MAY BE USED IN LZU OF THE STYLE CREST PRODUCTS ANCIIOR.
NOTES:
1. SEE AD-10-OD01 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE IE-DONN SPACING TABLES (AD-ID-0035).
1. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 28" MAXIMUM MIGHT
ZONE 3/EXPOSURE V. 28" MAXIMUM HEIGHT
5. SEE AD-7D-0035 FOR ADDITIONAL NOTES
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
xprd
PHONE (813) 726-1138
THE ALTERNATE TIE-DOYN METHODS SHOVM ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOMIEVER, BY
INSTALLING THE FRAME ME-DOMN STRAPS AT THE 'OU7B0AFV I, -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DOMMS.
�O? : ►S TE9�F
G Q No.
;FNEMa�
NOTICE;" "'I4�ry,
UK %W.
MSE SPEC11 TOMS AND DRATOM ARE
C.L.Y
pIDWM. PROPRETARY, AND Llmrm IIYIL
DRAWING TRLE
MATTRIAS OF JACOM MANUFACTIM4
NL SIGN MATERIALS ARE PRO = TO 111E
KOHN FOR 9'Ef>F1C P1LiP m ND Lust 1E
DRAWING NUMBER
IE" CDNFFJLIRIAL AND SECRET FHCM orrm
APPROVED BY
IN 14
3SA
INC
cov �.�w,ruwmiT.oNw
RiV
5-30-95 . LETTO
FIG. 7.0 A
AO-TD-0041
47
ADDENDUM
MISC.. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 3150j
Y MINIMUM (DESIGN LOAD)
DETAIL 1 B'
-BEAM
LL DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
IF SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
�C
DETAIL T C'
THIS TYPE OF PROTECTION MAY BE USED FOR
T;CT,3( N,,AT'LONGITUDINAL TIE CONNECTIONS ALSO.
X., ST/(�,.c,
NOTES: Et -I-
'% DAPIA APPROVAL:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 910334 ? APPROVED BY
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET o00 •: �; _00
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. ON rl
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '° '• STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %0O• / P•' �':
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). t.UWUH1CTUiH0A1F
SjON 'FMkL
� � ` � /� 2 taNAro
ME D AND rT R D OTHERS NOV 2 4 1998
NOTICE DRAYM 8Y.' DATE REV. LETTER:
JACOBSEN HOMES THESE SPEaFlCATIONS AND DRAWNCS ARE M.T. 11-18-98 B
aNC MONAL, PROPR[TARY. AND CONFOENnAL DRAMNG TITLE:MISC. TlE-DOWNP.O. BOX 368 MATEFOALS OF JACOBSEN MANUFACTUNNG
SUCH YATDMAIS ARE PROVOO TO TIE
SAFETY HARBOR, FLORIDA 34695 RCO MT FOR SPECFIC PURPOSES AND MI BE DRAYANG NUMBER:
PHONE (813) 726-1138 KEPT CO FMTUL MD SECRET FROM 01 ERS- AD-TD-0050
140
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR UK DID CHxt arT. ANA. A EA OF AHGIE EA DO OO m
WDTH F
O EA. SECTION UK EA. SECTION YDLUi.
30'4 3 40 3 25
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE u
. WIND ZONE III
sPAGHc
D3L 1&0
LOAD
tiyataR ME
SPAL�Nc
DBL LEAD
LOAD
ANG10ti ANGLE
30'-8'
6'
6.4
31501
41-46
5'-5'
31501
44-49
v
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE d
WIND ZONE
ql
►E OTT.
Ell END OF
Eel sEcnav
ANGLER
VOLma
YIN. QTY.
EA END OF
Ell sEcnDrl
AH01
ANGLE
uw. e
3T-8'
4
42
4
25
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX WIND ZONE H WIND ZONE 10
FLOOR EAVE SPAONG D' MEAD Del. HEAD
WIDTH OVERHANG LOAD ANGLER ANC SP�wc LOAD ANOIER�
30'-8- 6' 4'-6' 3150E 46-50 4'-0" 3150/ 49-52
VANDZONE DI
(110 MPH)
20 PSF ROOF
10 PSF D.L.
RERCALCS.
NOTES:
tHI It ADVAC' / 14 1p, i�'
i��i''
DAPIA APPROVA{ � o nMfi>� O S
���` C'r�•' &STFR ' .
1. SEE FULL ADDENDUM FOR AODIRONAI REWIREt1EFITs
No.
APPROVED BY
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
.`�o'•
910334
TABULATED ABOVE
Cz TAT E
INC.
. Cam•' O .Z*
�'.,.
nciluir,,.Kecluuow�
�.` �
Oyanectc�tuovrttrswamt
LEM
JACOBSEN HOMES 7KSESE011cAN0fl° AAMTICLY LxAwMARE BT` M.T. °" 2-8-99 '
OR*21 11 IErA". AND CCKDERIIAL DRAYANG TITLE:
P.O. BOX 368 Y.TE4M CIP .NCOBSEN YAMUPACTURWO NORM. SPACING TABLES
„ W_ M MAIM S AM PROVM 10
SAFETY HARBOR. FLORIDA 34695 R[CP T m 9'EOnC PAVM Aro Z pE DRANING NUMBER:
PHONE (727) 726-1138 I¢Pt C06=114 AM SE00 RM onus AD—TO-0070
L° 49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
rµ rttt w-lu-wlu IML nX AU-IU-WW IAIlL Half AU-N-WN MULL nX AINIINWIO IABIE PER AD-M-WO TAKE MAX
FIGURE 10.0
SEE FIGURE 20 FDR ALTERNATE M-DOWN WROD
TYPICAL CROSS SECTION I I III
SHOWING TIEDOWNS �oaR SYM-7 Tr. HIIOSS-YE1�It
3 SEE NOTE 5 FOR
N
MM AWL man ma
FIGURE W.I
SEE FIGURE 50 FOR ACt1001AT8 711-DOWN VMD
E11111IFA..c. will it, o[•- 9/.
WNNDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES:
E....
R•��''�.
1 v�'; 7cv �%
DAPIA APPROVAL.
1. SEE AD-TD-0070 fOR SPAM TABLES.
: �Q�' NO. �� .••
APPROVED BY
2 SEE AD-7D-0070 FOR OUMIITY OF LONGIMAL TIE -DOWN STRAPS REOURED.
910334
3. SEE OTHER DETAILS FOR BLOWK (PER) WANITY AND OTHER
REOUREIIENTS.
4. SEE RILL ADDENDUM FOR ADDII NAL REOUREIIFNTS
S. ZONE 2/EIPOSIX V. Ss' MAx4IUM HE10HT
:• STATE OF r W
*. Q '•. /
IN 14 INC.
'�i� . ~ D' �P..�`�C
p \
ZONE 2/EXI'OSURE V- Mf MAXIMUM HEIGHT
.
•� `-`�
'�i�
.•1'
IEtl�na uf► omm
suls"
ZONE 3/ElIP IM V. W MAXIMUM HEIGHT
S' �
fQl lglCfA71MOS�FE7T
ZONE 3/0POSIRE V.- 40' MAXIMUM HEIGHTfill
>��a
c
JACOBSEN HOMES
NOTTCzt 117-
wm SPEfTICA1N m AND DRA Nis ARE
DRA :
M.T.
DATE:
3-1-99
REV. LETTER
MGM, PROPP[TM. AND COIFUENTIAL
M 1MALs OF ARC0�N MAKFA""`�
DRAWING TITLE:
FIGURES 10.0 AND 10.1
�r
P.O. Box ass
Nf: WM MATERAIS ARE PROWED 10 7K
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
FORM FOR SPECWIG P WNSES AND WST BE
WT CKW ML AND =FFT FROM OTNETIS
DRAWNG NU118ER:
AD-TD-0071
50
ADDENDUM. gas
15;6 0 3
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE HI
FLOOR
LIIL OTf
ANGLER
N]LL OT1
ANOi
10
WIDTH
EA. END OF
Ell SECTION
ANGLE
WIDE 6
EA.
Ell SECTION
E
K .
ImI.N 6
15-4-
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
HIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
LOAD
WE moo E
SPACING
LOAD
MOOR ANGLE
154
6' EACH SIDE
6'-10'
31501
407-46
5-6'
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
HIND ZONE III
O a
FLOOR
WIDTH
Ya. Ott
Ell END OF
EA. SECTION
ANGLER
ANGLE
UK B
YDL CITY.
EA. DO OF
Ell SECTION
ANCHOR
ANGLE
YIN. B
15-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 11
HIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEIL HEAD
L0
ANm ANGLE
SPACING
DB OAAD
AIIm WE
15-4'
6' EACH SIDE
4'-6'
3150 f
42-50
4'-0'
31501
44-50
VANCIZONE NI
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALLS. w4 - 2. G(- 172
u„rrrrrf
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD-7D-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
1. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 184• FLOOR WIDTHS WITH 95 1/2•
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6 MAVUUM SIDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT).
G\No.R�o ';
Q
910334
we -do w.;
-o • STATE OF
L '��'•, P : ��
S
DAM APPROVAL•MM
APPROVED BY
INC.
Iv
rb
„
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI • fILI
THESE SPEdnCAPONSANDORAVNGSARE
ORWAL PRDPRIEIART. AND COMNDA
WERIALS OF 44COBSEN uAwAcTURorD
DC SUCH uATEMALS ARE PROMKO To TIK
RCCMI fOR SPECTIC PLW=b Amu uUif RE
►iPT Covn(XNTU.L AND SEatEI rRDu OTNF)IS
I! BY:
M.T.
DATE
2-8-99
REV. LETTEIC
.
DRAWING nllE
NORM. SPACING TABLES
DRAWING NUMBER:
AO—TO-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER LID-1D-0012 TABLE I m 0-TD-0012 TAaE PER AD-TD-0012 TABLE PER AD-TD-0012 TAKE IS AD-TD-0012 TARE MAX
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE ZO FOR ALTERNATE 719-DOVN VMD
s SEE NOTE 5 FOR
MA)3WUM HXHT
N
F A~FIGURE 10.3
VYINDZONE III
OF HOME (TiP.)
110 MPH
SEE FIGURE 7.0 FOR ALTERNATE 111-DOWN 1MD 20 PSF ROOF
10 PSF D.L
REF. CALCS 92 • l6
NOTES:
1. SEE AD-TD-0071 FOR SPAM TABLES MID NOTES.
Z SEE AD-TO-0072 FOR OUAMTY OF LONQTUDI L X-DOWN STRAPS REOURED.
3. SEE OTHER DETARS FOR BLOCKING (PER) QUANTITY AND OTHER REOUIREMENTS.
4. SEE FULL AODEC•DUM FOR ADDITIONAL REOAIIREMENTS.
5. ZONE 2/DPO511RE V: 56' MA)QMTM HEIGITT
ZONE 2/DFOR E V. 56' MAAMAA HEIGHT
ZONE 3/DEOSLK V. 56' MAAMUM HEIGHT
ZONE 3/DPO9URE V.- 56' MA)OMAI HEIGHT
No. o
910334
-q STATE OF i
DAPIA
APPROVED BY
I 000r
N 14 INC.
iEottia twaActu®ttaE
tTattnocnataotwu►twwa
I 4 NO`
M.T. NOTICE
JACOBSEN HOMES v�' " 'bITAIIIf-gY: DATE 3-1-99 REV.TKSE SPEanCATIONS AM WA ARE LETTIR
ORIMPL PROMUARY. AND 0@iT0EE11nAL DRAWING TITLE:
NORP.O. BOX 368 MAIMALS OF 4 COagN MANUFACMWG MURES 10.2 AND 10.3
WC 9" MATE16ALS ARE PROW" TO THE
SAFETY HARBOR, FLORIDA 34695 RECFO f FOR 9PEff1C PUtPOSES AM UM BE DRAWING NUMBER
PHONE (727) 726-1138 *PT CONFMGM& Afro sEma nmu umm AD-TD-0073
52
ADDENDUM
�s
OFFSET
UNIT TIE —DOWN SPACING TABLES
ZONE. II & III/EXP. C & D.
LONGITUDINAL TIE —DOWN
SPACING TABLE
(+1
MIN.
WIND ZONE 0
WIND ZONE III
W oTr.
ANOICR
WL OR
ulm
V
FLOOR
�G
VON
EA EID ff
ff
NIGLE
EA sEcna�
R.
MR. a
FA SEC
EA sEcnoN
iw. e
12'-0'
3
47'
3
61'
13'-4'
2
54'
3
All'
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
W ND ZONE I
WIND ZONE M
sP
Lm
ANOfOR ANGLE
SPACING
�
ANCHOR ANGLE
MOTHOVERHANG
EAVE
12'-0'
12'
5-0'
31501
40'
4'-0'
3150#
394
1S-4®
12'
5'-0'
31501
41'
4'-o'
30001
40'
15-4'
12'
5'-0'
31501
43'
4'-0'
3000/
42'
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
M+ on
ANCHOR
A. ATY.
ANCHOR
FLOOR
v
Y�OTH
FA END OF
ANGIE
EA END OF .
ANGLE
ANGLE
O�
r�
EA SEcu
ILL 9
Ell SECIION
WL 9
12'-0'
4
45'
4
60'
114
3
45'
3
60'
3 _T
45'
3
T 60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
MIND ZONE 1
WIND ZONE III
sPAdNG
ML NERD
tDAo
ANDNOR ANaF
WHEAD
tDAD
AraRoa "
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
12'
4'-0'
M501
40'
3'-0'
3000 f
38'
13'-4'
12'
4'-0'
30BI
41'
3'-0'
3000/,
31r
15-4'
12'
4'-0'
3Of
43'
S-0'
30001
41'
NOTES:
ic615 C4LG5, C- i& - 1.6 ,a!- �6.1L ENGINEER APPj"M§ N ;.,, REF. CALCS,-
.++ D. D
17,4 S,
1. OFFSET sEC110N MATH THE MARRIAGE LIE WALL EXIFNDNG NEVOFO THE I]OrYA11 aF .• IF . •
1HE ADJACENT SE ION NJIIST BE TIED DOWN AT THE MARRIAGE LYE IN ACCORDANCE . '
4 �F'.y
D
G�1'L
;
' ��
BY
At1N THE TABLES
ABD�E. THE SIDEWALL SIDE AND 1}E ADJACENT
SEMKIKS) ARE TO �
BE TED DONN NN ACCORDANCE WIN 1FE NORMAL, SPAGIRG TOM (SEE AD-TD-0010 •
'
JUN
FOR 12'-0'
R 13'-4' WDES, AND AD-1D-0070 FOR 15-4' AIDES):
2 SEE AD-1D-0001 FOR ADDITIONAL RQIAREIE]RTS
• #
STA ,
S J
I SEE AD-1D-0081 FOR MA)OMUII PER HEMT REOURED FOR THE LOADS TABU AIED . r Q
OR1flP:••
1 v
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'
AB
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6-8-04 MY. L�
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.
GIGNAl. PRaPIMMY, M ORAAIdG 11M
WREMIR S W JIICGBg?I YIWIF
W, 50 MN,� „� Ta OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 728-1138
ItFWIN FGt WM FAWW0O DRAIMNG NIlfM AD-�-
ITT ootfmlm me SEAT
e°
,63
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWNG TIE -DOWN SPACINGS
i
FIGURE 11.0
SO FiCW 4.0 FOR 9nRl TK 'DB-101N 1D?T80D
5 SECTION(S)
TIEDOWNS
O& 5 FOR
Nr INaaMT
[TgoN
ASIo-IaLN"I�
OF K WT -NE NOW % AD-M-GOKI
TIP. FLOOR SYSIDI--7
r F— ANWQN MQE
Sly
TV. ams-mom
�f svc4 19.o)^
FIGURE 11.2 r?
61 M ALMU1 W-DDE MOOD
NOTES. r
��'T�{n ►j U091A ,r wvn"
I. SEE AD-TD-0080 FOR SPAM TARES (OFFSEF SECDGN OK4 `z;
~ * �} r S : F f O f d�
PPROVED BY
4. SEE AD-W-0080 FOR QUANITY OF LOfKiiT UAL TIE-DOW SIRAPS REOU U.
(OFFSET SECTION ONLY) 0.00454 JUN
3 SEE OTHER DUALS FOR &WONG (PER) QUANTITY AM OM REQIARE MTS
4. SEE AD-1D-0001 FOR AODI110NA REQUfRE11FNT5. 04 J
J1� : im INC.
5 ZONE 2/bV09lIRE 'Cs 48' MAXs1UY FEICNT ' •A ' P • •.'• 4 a44
Ff ERAL NUFAL'TURED HOME
ZONE2/EXPO6URE b': 40• MAXIRMY Ff1C,FIT-38' FOR 12'-0' WIDE UMTS :� t��••• fi. {�lc� (�� �+CC qSIRMTK)N AND SAFEFYSTANDARDS
ZONE E 'C: 46MAXIMUM HMHT
b: 0' MOIFETTZOE a' R,/S� ' •'( `�3. ��
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mnca •rr ,A : ARPtlMM T. DAE g_8-04 REV. LETTER
JACOBSEN HOMES DM SKCFMT ns No DUVM NiE n
ORM4 PROPIa<T MI. W I:a R& DRAWNG TIRE: I"\
P.O. eox 36a ""� OF rA�M YA►ANFACPAW FIG. 11.0, 11.1 & 11.2
NC WM MAINKS ARE FROYM 10 1NE
SAf W HAROM FLORIDA 34695 NEW FOR SPEGFIO P0(P09i5 AM Wff BE DRAVC PNWa:
PHONE (727) 726-1138 NET awunoL n sEnIET mm olm AD-TD-0081
54
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MENU
ADDENDUM
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES
1� 0
ZONE II & III/EXP. C &
LONGIT
im TIE —DOWN SPACING TABLE
�+t
MIN.
W ND ZONE I
WIND ZONE N
r
FLOOR
1K Off.
Maur
rx on
moo
�j
WIDTH
. W ff
mu
FA 00 OF
ANO.f
SED1101
WL A
u Secm
WL A
26'-e
3
42'
3
53'
52
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
1 SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE I
WWIDTTH
OVEOR RHANG
SPAM
m WA
Lm
Afl0O ANQE
SPAM
°��
ANi80R ANCLE
26'-8-
6'
6'-8'
31501
40 -50'
6-46
31501.
40'-50'
30'-81
6'
6'-8'
31501
40 -50'
11 S-4'
3154
40 -50'
oo
LONGITUbINAL
TIE —DOWN SPACING TABLE
MIN..
WW ZONE I
WIND ZONE II
FLOOR
rO�Tyi
AN=
ME
WL QTr.
EA. EM aF
AN=
AM
WIDTH
eci m
MIL Y
EA. SEC7101
WL 8
26'-Ir
4
41'
4
5T
30'-80
4
51'
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN
MAIL
WIND ZONE I
WIND ZONE III
WW TH
EAW
OVERHANG
SPA=
L"
A11010i A w
SPAM
ML NEW
LOW
M ON MGUE
26'-8'
6'
5'-4-
31501
40'-50'
4'4
31501
40'-4Y
30'-8' 1
6
5-4'
3150/ 1
40'-50'
4'-O'
31501
40 -45'
VANOZONE N1
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALMNo@c11
NOTES:
EN , �L: �,
�� wz1a=l c
�,•'
DAMA MfMAL:
I. SEE Rill AEENI" FM AD1 lmAL REQwF"ENTSS,
GS' � c�` :Y �a
=
APPROVED BY
'
' No. 0045484 u
2 SEE AD-M-M FOR MAIM M IE1M REOWn FOR TFE LOADS
TAEIIA.ATED ABOVE
.t
INC
• •••'
....
FEDERAL MANUFACTURED HOME
'.,JrTF� ED •;
`
CONSTRUCTION AND SAFEPf STANDARDS
'4ft. ant lit
JUL 27 ?00$
JACOBSEN HOMES
NOS
nEg �uTiaRs Aw owA.as ME
oRArw'i BY: M.T.
DATE-
REV.REv. LETTER
DRAWNC nTLE
108' HIGH SIDEWALL SPAaNG TABLES
P.O. BOX 368
ONO+K• MWKTM I Am OmfUNM
1A7 MS OF ,FwaoM K44WACROO
W_ WW WAMI S ME FROYM A IW
SAFETY PHHONEE (72277) n6-pi138�95
WCoiFMIM NO � FF=
DRAwNc MINeE& AD—TD-0083
56
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SECTION
SHOWING MOWNs I I np• ROOK SM-7 TV.
aIREsPDI
YuMm mm
r ANafidt mumm NlaE—T �e
ff FIGURE 10.1 (io MPH)
20 PSF ROOF
10 PSF DA_
5v- l$,a(- I?f, z
NOTES%
0 • •
DA N APPROVAL:
1. SEE AD-ID-M FOR SPXK TAeIEs
•'-YIF ,
. �: G�� �
APPROVED BY
z SEE AD-TD-0083 FOR aumTr OF LOIM7RIDIAL w-am STRAPS REQUAED.
.
••
1 SEE OTHER DErAIS FOR BLODMG (PO) QUANIITY NO OTHER REQUit OMUK
i
4 SEE Fill ADDS M FOR ADpTH)NAL RECOMIETITS
S ZONE V:
Tile QQ
;
2/DPOSLK 36• YA)QYUY HEIGHT
ZONE 2/baIr� b': Zr YA>OM1Y FFT(i1T
l�
"�� •• •` Q' ��
INC.
1
ZONE 3/EXPOSURE W. 3r YAMM HEIGHT
ZONE 3/EXPOSURE b': 32' YAlQAN1Y HEIGHT
�� C/�'-•.aRP►• •� ��®
♦♦ aT" ��
FEDERAL. MANUFACTUREDHOP.tE
COMSTRIICTIONAND SAFEfYSWANS
6. ALL SPEdFICAlIg1S ARE BASED ON 20' ROOF A11(IE ma -
♦/T'�Qt� ,��
11
-.)tit t 7 20
JACOBSEN HOMES
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RM 9'ECMI M6 NO MAIM AM
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07-20-04
ter. `E"M
DRUM 1RE-d
TIGURES 10.0 AND 10.1
P.O. Box 36a
==Pd. FMMUMY. NO aoNUMIX
MAMAS CF AWOM "AMJFAC1J°'D
SAFETY HARBOR. FLORIDA 34693
IIG 90 YIIMMS NE F7i01FDFFD A 1iE
FIST FTR 9M NtP= MO MW E
DRAB MAIM
PHONE (727) 726-113D
IOPT oQ�lo M = SM FNN OM
�—�—�4
57
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
ZONE H & III/ EXP_ C & D 10
LONGITUDINAL TIE -DOWN SPACING TABLE
t (�' MK WIND ZONE 1 WIND ZONE IB
V FLOOR mi an wraaR ux OR wlan
1YIDTH 06 � EA ETD a• MOLE
Ek SEC001 TBN. / Ell SECROI IRL 6
�O 2S-4' 2 58' 3 43'
62' 3 45'
— mTICAI. TIE DOWN FRAME _ TIE—DOWWN SPACING- TABLE
NIL
MAX
- WHO ZONE 1
WIND ZONE M
WIDTTH
OVERHANG EAVE
�i10K
ML WA LN
ANCHOR ANOIE
SPA?!C
°��
Maim ACE
6'.
6'-8'
31501
49'
S'-4"
mot
45'
24'-0'
6'
6'-8' .
31501
49,
5=4'
3150
45'
LONGITUDINAL TIE —DOWN SPACING TABLE
l
MIN.
WIND ZONE 1
IND ZONE W
FLOOR
W Ott
Al m
loll oR
MDU
Ell ll END Crm
u
EA DO a
ACE
O
r�
EA SECTION
MR 0
EA SECIM
YYI. i
13'-4'
3
48'
4
43'
�j
24'4'
3
Sr
4
•45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
SIN_
MAX
WIND ZONE 1
WIND ZONE 19
WOOVONG
SPA=
LOAD
AI1M ANQE
SPACMI:
AN01CR MCLE
LOAD
214'
6'
5-4'
31
4r
4'-0'
31m
43'
24W
6'
5-4'
31501
4T
4'4'
3150
43'
108' WAX 9DEWALL HEIGHT MOZONE II/111
(110 MPH)
20 PSF ROOF
10 PSF D.L
W. CALM
NOTES:
:-•
DAM APMMAL
1. SEE ApOETWUII FOR ACN110NAL REW6IEHD:iS
F1ILL
��`
S;K}F'�'9T'•,'✓ '4
: �
APPROVED BY
J
Z SEE AD-10-M FOR YANAIM PIER NEIGM RE0J= FOR THE LO
ec-13,2006
IN7fi
TA8IA.ATEO ABOYL. s
`
'
NCH
' : A`l I
Y' '
CONSDUCFOX AN WM STAMMnS
O H10 ,lam
JACOBSEN HOMES
IM AW 2Q71
11E6F�fDR NOT' L' AIMMAR�
81:
R.R.
DATE
11-28-06.
REV IETTEfi
P.a Box 368
�
QV=AL MOVIEM AM tarsto tt
y't10""� OF i61�x ""�`"�"""n
W-amwmu�t AI[ nv� To in
DRATANG A1lE
108' HIGH SIDE:WALL SPAaNG TASO
SAFETY :ARBOR, FLORIDA 34695
vr,oNE 7z6-nab
Jt� FM 9RIIIC hw= N O N= K
WT mmwcuLno swu ma aeon
DRAMNG M WER:
AO-M-0085 -
58
TYPICAL SUE EIEVAION .
SIiOWING T(-DOWN SPACINGS.
TYPICAL CROSS SECTION
• SHOWING IEDOYMS
ADDENDUM
TIE -DOWN SYSTEM
TV. ILODI
FIGURE 10.0•
TV.
PF AN a A11OlE Di APPROVED SFABIORR
SEF AWO WAO msum Im = at 9PFF WICPL
asT511 FIGURE 10.1
REF. CALLS.
NOTES:
`• ,....... 1
1. SEE AD-10-M FOR SPAOING TABLES
Z SEE AD-FO-M FOR Q ANM OF LDN ITWAL K-DOR11 STRAPS REOUKD.
3. SEE 010 WAS FOR BLOOM (PER) DUAMRTT AND OW REOUBiE OM •
V �:
4. SEE IM ACUMM RX ADDOIONAL REQAREUDIM
j
S ZONE 2/01POlk 1C W MAWN HWff
ZONE 2/EIroK •D': 2r MAmN 1Ew
ZONE J/D�OAIRE •C: 41• VAMN NEVff •
S
ZONE'3/kx►W1ttE V. AS' MA)WA HELGNT
'� •.�
6. ALL SPECti<A1015 ARE EASED ON 10' ROOF AHOLE MAX AND
90EWALL HED L
106• MAX
'�� �n �• • • . •• •L
�i % • r
.+
�•
JACOBSEN HOMES
HOTIM
DES s,•E mam m
Ii rt
■
0MX- MIO O MX AV M*UXft
DRANK 11%
"
P.O. Box 36B
MATEAMLS or InCOtSO1 MWACAI M
SAFETY HARBOR, FLORIOA 34695
PHONE (727) 726-1135
NOW MR ICAt lAFM &M MR K
M71 IC frl VAL AW t07QROB OM6
mmmmu
Iz
SEE Nm S Fm
pium 1t]o1T
r ®m
%WRONE B/M
(110 MPH) •
20 PSF ROOF
10 PSF D.L.
OAPIA APPROVAL:
'o;+�
APPROVED BY
ON
Dec 23,2006
P
INC.r
•
; •;
FED W M~ACUMD 11011E
cm, RIICI M AND SAFETY STAY omm
r
7RX
mx-
11-28-06
RER �
FIGURES 100 AND 10.1
Ut
AD-M-0086
59
ADDENDUM
(108 PIDEWALLP) �%�
NORMAL TIO-DOWN SPAfta TABLES �.`�
ZONE 11 & III/EXP. d & D
CC��V�F
o!�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.•
FLOOR
#OTH
LINO Z0 H
00 ZONE m
Ot OTx
Ek SELtidt
t
il+l 9
OTT;
Ek do OF
Ek SEC!
6
12`-O`
2
53'
3
40'
3
37,
3
46'
{5-4`
3
46'
4
40'
VERTICAL TIE -DOWN / FRAME TIE -DOWN PP ACING TABLE
VN
FLOOR
ODTH
VAI
EAVE
OVERHANGHMT
%D ZONE tl
00 ZONE AI
VAX Pa
AmA m,
SPA*
VAX
+M
AW'
12'-0'
6' EACH SIDE
5'-4'
72`
35' TO W
54
38°
45'
IS-4'
6' EACH SUE 1
5'-4'
8T
35' TO 40'
1 54
42'
45
15-4'
6` EACH SIDE
5'-4°
80`
40'
1 54
48°
45'
LONdITUDINAL TIE- DOWN SPACING TABLE
INN.#wzw
FLOOR
#TH
It
ift ZONE lu
on.
Ek END OF
Ek 5Ectlol
taa
E
Ek s[COC N
Mt e
{2'-0'
3
M
4
40'
3
52'
4
45'
44'
4
56'
VHRTIGAL TIB- DOWN / FRAME TIE -DOWN OPACINO TABLE
FLOOR
09TH
VAX
EAVE
OVERHANG
00 ZONE 1
ZONE AI
SPA*
VAX W
Am'
SPA*
PAPER
WWI
ApsLwi`
6 EACH SIDE
4'-0'
72`
37'
4'-0'
34'
40' TO 45'
6 EACH SIDE
1 4'-0'
720
40'
4T-0'
38'
40' TO 45'
15'-4'
If EACH SIDE
4'-0'
W40'
4'-0'
42'
40' TO 45'
NOTE: WHEN ANCHOR ANGLE FROG{ VERTICAL CANNOT BED
ACHIEVED. ADD APPROVED STABILIZER PLATE.
SEE NOTE 15 FOR HOMES SET IN FLORIDA
NO Os
1. SEE Fla.l ADOENDtl�I FOR AT>WRGNAL REOUIRE�iEFpS
2 TA81f BASED ON ANCHGR 1yo�+aNG LOAD OF 3,150/ AND OIAG0 k TIE TO
GPPG9TE eEAli
1 VAX EAVE VIMANG REFERS TO OVERHANG AT SWE*Aa NOT FRONT OR REAR
4. AA990011I�� TABLES APPLY TO 144' me AND 1844 FLOOR WD1H5 TH 95 1/2°
-eEAIJ SPACK Tor I1AmVLF E oE�J� F�iDG41T AND V VA104O4 SCE
OVERHANG (Ir Offi AJIG I!{FTj
5. STAamp PLATES ARE REMIED ON 9DE*ALL ANOLORS AND LONGITRDFNAL
ANDM SET ►1 FLOtEOA. SEE DUV RLRE 19C, UFECRVE VARM 29. 1999
0°j'
EN A1; CL1 rr DMA APPROVAL -
�,?�� (� ;� � ; ►14: ., t;q �� APPROVED BY
A. � ..��,.•� 'r
„ es� •', '- ar 25,2008
N AtINC.
� � ! ( �] � FEDERAL MANUFACTURED UDME
•� 5..YF= ' ;� COMSfRUcnaN AND SAFETY STANDARDS
o,. ,-�''• 0p.
JACOWEN HOMES
P.O. BOX 368
nwcl SAFETY HARBOR, FLORIDA 34695
PHONE
HOME:
�01�,r F70[LARX�Tp ,,►
yA FJiLi AtOF y�toesEtl yAFpIFACttEd{G
sup+ rotas ARE AwvMD m IK
Tom° 'm EMDa ' E
OA =
o..T.
'ATE:
12-11-07
REV. LETIM
DRA M1c nnE
NORM. SPACING TABLES
G KOM
AD-TD-0087
vu
ADDENDUM
SHEARwALL TIE-DOWN/PIER. REQUIREMENTS
Ir: :Vv umm
W. s/K Lam+ . , W. 3/1
... . ......
nCca s It
ioa
rs
1
-
1
1
Tt40 PEJI 51ifARYTALIS
I
1
TK'0 PIER s1EIIRrYAI15
1
(ALL 3ITW110lM
1
1
(AIL 11TUAWQ
1
DE-oosMS
W-0ows Now"
*Tr
1
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5LE Nam 1 sm NOTE 1
NOTE 1 SEE NOTE 14/1'�*
SEE NQTE.s 2 AND 3.
Q
A
SEE WM 2 AM 3.
A
ME1t Rt4b
PIOI R£dC
to pam
PIER TMb
IRS LO[AT104
'"I EDCJ`T"
'MS LOCAT"
T1es LOCATION
FIGURE 8, 0
FIGURE 8.1
THE DETAIL AGONE IS SHOWN IMTH A Two PIER SHEARwALL CONFIMRATION, HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARwALL CONFIGURATIONS, ALL ZONES. -AND ALL °l.F VALUES.
At
NorEs: OERAL
"ovri
1. TiE-0aw+s RGxs&n a TKY Tc-anal z1ww.AT La.,�n IN �� OVED BY
QIFER a 114 ACW suet/ A804fE (MGT RIDI1� AT eo1x1 ;.;��'�:i
p I (Kcotaa-Mgova w ac RA � um w wim A , ;%� v� [-. EB 10 IF
2000
at Ao-�a-oovt (ro-caD+cRu Mo
s WAL A M AT VNW Do ff ThE se AAW L 30OTs ru TW Aeo1C cRuL1�
JAM Rrgj= AT EACH 00 00 .dSV3 ac& uss or JE-w•,+ MW kc4AXes) 910334 1 * INC
3. 11O SH[i� SUL S L=IW A'QK A MW KAM (Fl[I. HmIT qas-M�0 no � �•� T
K-POW 3DWS OR FAW AW X(aJM (AL 91rA %qL CWMPLAWn ALL TLN3 4UfACTUHEO HOh1E
ADO AIL (�RW's ;: � % . STATF OF � �� d N AND SAFETY STANDARDS
J AC 0 l3 S E N HOMES 11" IK rKATOa PC ���.�•`�� R.R. CATG 02-01-00 �V. w ►Tx
c acx^. F40FREZuv, ym a
P.P. "X aq YAUMI of 4WM37 Y�{0 1 1 S/Vi( TIE/PIER REQ. (�
SAFETY HARSH FLORIOA 31905 w- IM r1Mq1A
PHOHE (7V) 729-1138 OwnM.,�xt � �1 A eere= • le GRA"I raa�etx: .
AD-TD-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CUNG WAY BE FLAT OR SLOPED
SIDE VIEW
1 IX X .OW TIE -DON STRAP
CONTIMJO'JS ARLXNA MTS.
END VIEW
350 PLF MUM SHEARWALL
DEMN VALUE (PER WALL)
-- I I/4' X .035' rE OOWN STRAP
CONANUCJS ARMNE) JOISTS.
NOTES: - Z 1'(p E iJi AP�1Ro1'Ai . ,� t/y •� DAPIA APPROVAL:
W. Ow" A.40IORS TO BE RATED FOR AN %X'WATE LOAD OF 47251 [3150 DESGIW LOAOJ
(SEE AD-ID-CKgI [lp-cFNERAL NOTES] FOR NOTES ON fR000 AKNOR IN�TA11Ana1.) ? 1 APPROVED Bl? .�
2 INSTALL A PER AT EACH END OF THE SIEWALL DUSTS (PER THE ABOVE DETAILS).
3. *IEN 9$ARWA& 15 LOCATELI ABOVE A SOLID LEADER (FULL W04T CROSS-uDMFP.) NOON
TE-007V STRAPS OR PERS ARE REOUWFD (ALL SIEARWALL CONFIGURATIONS, ALL ZONES `
^�+ ;
AND ALL DFOA>tiES). (� = I
4. 1E-DCrtN STRAP REOUIRFT) AT EACH END Of JOISTS, ALL l>B_ PW CONFIGURATIONS. �i �. ,..
5. CEILNG S4OIIN FLAT -OPT, CATYEDRAL OR SLOPED CEUNC LIAY BE USED. �i � t)'n :: ': r ��� ��� '.Tkuu4s�l s!: •w!
6. FULL WIDTH SHEARWAMS ARE SHON11 IN THE DETAJL•ABoVE. HON`VER RNY LENGTH ������`�' �� cacTR:
OR C&MGURAT*4 SHEARWALL WAY BE USED. �l�11111IL1I111
NOTICE DRAAN BY: DATE REV. LET
JACOBSEN HOMES .> SPEC711GADDNS AN1MAwNOs ARE R.R 2-6-96
OMWAL. PROPROART, AND GWIDEMnAI DRAVANG 11T�E:
5pmr
P.O. BOX 365 UATER.ALS OF JACOGS94 UANUFACTURNG DBL. S W CONFIG. TIE -DOWN
SAFETY HARBOR, FLORIDA 34695 W_ StCH MATERIALS ARE PROV= TO THE
PHONE (813) 726-1138 KEPT DOW N1LOR � M T TRW DDMWnT S DRAN1Nrr NUMBER:
AD-TD-0110
aD
CEILING WAY BE RAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
—
36' MIN. CONTINUOUS AROUND JOISTS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
IN IS A TRIPLE WIDE RAFTER;
1 APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
JD VIEW
X .035' TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS AMEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (I EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
Q TO r X/1
' �
35
NOTES:
EN014UR APPROVAL-.
DAPIA.APPROVAL•
I. GROOPD ANCHORS TO BE RATED F(R AN ULTIMATE LOAD OF 47251 (3150 DESIGN LOAD)
(SEE AD-TD-DOOI (M-QMAL NOTES) FOR NOTES ON GROUND ANCHOR Y6iAUATION.)
2. INSTALL A PER AT EA04 ETD Of THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
p
APPROVED Ely
3. MHEH SHEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO ef
IIE-DOVNSTRAPS OR PIERS ARE REQUIRED SHEARWALL COHFWRATIONS.
1
(ALL
ALL HONESAJID
ALL EA
4. TIE-DOW:E STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS.
//'o A
John. C. Doe den,-/F.E.
IN
A
5. CEILING S?HO'AN CATHEDRAL OR SLOPED, FLIT CEILING MAY BE USED.
]� 133 C. R. 22
6. FULL w;DTH 94ES ARE SHOWN IN THE DETAIL ABOVE HOWEVER, ANY LENGTH
OR CONFIQf.2ATION 0N SHEARWALL MAY BE USED.
Goshen, IN 46526
7. THIS DEIKL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
JACOBSEN HOMES
NOTWP.
TIHESE sPEananAND AND HIRAWiI1C5
DRAWN BY:
R.R.
DAIS
4-09-96
REV. LETTER
ARE
ORMAL PROPRIETARY, ANO ODNFID0HTIAL .
MATERIALS Of JACOBSEN MANUEACMUC
/
DRAWING E:
ME S/W CONFIG. TIE —DOWN
„
P.O. BOX 368
NG SUCH MATERIALS ARE PNOVIOED 10 THE
7O 695
SAFEPHO
PDra M PURPREI
AlSMM
DRAWING NUMBER:
ER(83) -1138
nWU
AD-TD-0111
61
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES:
1. SE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCIONG
REF.`,CALCS.-!
ENGIN
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP IBLOCKS.
MNDZONE III
EXPOSURE IC
1110 MPH)
20 PSF ROOF
10 PSF D.L.
c lVq 1491
'ED BY
OL"Z is
19INC.
RAIL MANUFACTURED HOME
NSTRU
RMION AND SAFETY STANDARDS
li 4 mv
NOTICE DRAVM BY: M.T. GATEREV.IV. LETTER:JACOBSEN HOMES wgSpECFjCAT0d AND DRAVINGS ARE
MONAL PROMUM. AND OMOIDUMAL DRAVANG TITLE:
P.O. BOX 368 MAIEWALS OF JACOBSEX MANUFACUM4 PORCH ANCHORING
m Suol MATMALS AREPRDWED 10 4E
SAFETY HARBOR. FLORIDA 34695 WWI RR SPEOFiC POW " m5T BE DRAVANG NUMBER
Em PHONE (727) 726-1138 KEPI CMfVoffK AND SF!:RlT FROM OHM AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE-D
(FACTORY INSTALLED)FLOOR
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
�— CRIMP SEAL
(3150/ WORKING LOAD)
d
x
�C
Q
Vl
J
Q
VERTICAL ME -DOWN
O
TYPE 1, FINISH B. W
GRADE 1 STEEL STRAPPING c
1 1/4' WIDE h 0.035'
IN THICKNESS, CERTIFIED BY w
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
NOTES:
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
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 (SEE RADIUS CLIP).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
OWN ANCHOR BRACKET
RADIUS CLI^
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS
(INSTALLER TO FABRICATE RADIUS CLIP
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 '2LM r THE RADIUS CUP.
c T r'_
f�'KQRO" ANO. 10
ENE870357
�?'
\� .�
/0A1A�L E��,
ANCHOR lIEuk'1I1AND,TE-DO%W
DEVICES ARE CERTIFIED BY OTHERS
NOTICE: �lA*►+ Rr
TKsE 9°ECY1017m Alm DRMIR65 ARE
UNIKAL PROPRIETARY, AND CCfdMT11L
11ATE1MALS OF JACMXM YM"ACMW
nL 9" MAIERIN.S ARE PR01 M TO THE
KCPD(f rGR 9iCrX 144WOM 00 KITI BE
PM COIfW%& 90 SE00 lRCY OWE
C.L.Y.
PROVED BY
JUh1 1 5
INC.
IlOEA1l WMNi11�lO!
woftamin1umwom
5-31-95 1
ALT. TIE -DOWN APPL. A
AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, -
IT MAY BE LENGTHENED BY USNG A CRILIP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
L
ERTICAL TIE=DOWN ANCHOR STRAP
TALLED)
-ol_
T
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
q„ �k GRADE 1 STEEL STRAPPING
r�J NI fTHICKNESS. CERTIFIED BY
A REOSTER£D PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD
0 SPECIFICATION D3953-91,
0 STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
II III -III -III
1(-
ANCHORING EOUIPMENT —III III -III -I i
CAPABLE OF RESISTINGTHE WORKING LOAD
REQUIRED ON THE 1—III —III-I
TIE -DOWN SPACING _
TABLES (SEE OTHER I III -I I (-
DETAILS FOR TABLES) _
SEE OTHER DETAILS
FOR ANCHOR ANGLE.Ll
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
THESE SPEOriGRON$ AND DRAMS GS ARE
® ORIONAL PROPRIETARY, AND COrH1DENiuL ORA%lNG TITLE:
P.O. BOX 368 MATDOALS OF JACDBgN MNAJTAlCiZ
�v IHr. SUCTI MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 REaMI rat SPECM PJR1'M AND Must BE DRAWiIIG NUMB
PHONE (813) 726-1138 IVT CON IDEHDAt AIO SLDST rROM OrdM
APPROVAL:
APPROVED BY
1 04" N14REVISED
INC.
FEDERAL MAIAiACT1iED HOME
CJ TRUCTM AND WETl FTANDAF"
R.R.
DATE 10-05-96. REV. LETTER;
ALT. TIE -DOWN APPL.
AD- TD- 0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN
SEE TABLE FOR MAXILIUM SPAN FOR COLUMNS 'A' OR Ti'
COLUMN 'C' COLUMN V
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMIG 'C OR V _ J
SEE TABLE FOR SPAN COL 'f SEE TABLE FOR MAX'SPAN FOR COI. 'G'
COLUMN 'E' COLUMN 'P CmUwI 'G'
SEE TABLE FOR MAXIMUM SPAN•FOR COLUMN i
MAXIMUM ALLOWABLE SPAN
TYPE Of ANCHORM REQ`D
COLUMNS W. V. V OR 'E'
COLIANS V OR 'G'
COLUMN 'F
(SEE AD—M-0251.
AD-7D-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD—ID-0253)
SEE HOLE 1
EXP. 'C
EXP. 'D'
EXP. 'C'
EXP. V
EXP. 'C'
EXP. V
EXP. 'C'
EW. V
OP. 'C
UP. V
EXP. 'C'
OF. V
2 — 31501 ANCHORS
43'-0'
29'-6'
3Y-9'
23'—r
4S-0'
I9'-6'
33'-9' '
23'-7'
41'-0'
29'-6'
31'-9'
23'-7'
1 — 31501 ANCHOR
21'—C
14'-9'
16'-10'
11'—IO'
21'-6'
14'-9'
16'-10'
11'—IO'
21'-6'
14'-1*
16'-10'
11'-10'
I — 40001 ANCHOR
27-3'
18'-9'
21'-5'
15'-0'
27-3'
I6'-9'
21'—S'
15'-0'
27-3'
18W
21'-5'
15'-0'
NOTES'
EHGHEER APPROVAL'
DAPIA APPROVAL'
APPROVED $Yxv—
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
jLjj 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
'N A
INSTALLATION.
John C: Doeden,
•«R. � INC
'
15133 C. R. 22
Goshen, IN 46526
JACOBSEN HOMES
N077CD
wsE snancAma me ARE
DRAW BY.
C.L.Y.
DATE. :
5-31-95
REV. LETTER:
Mon
muV00
DMONAL. PROPRETARY. AND C01tlMTIAL
MATERIALS MANUFACV.4"
TILL
ORAIAVIG TITLE:
COL TIE -DOWN APPL.
„ P.O. BOX J68
OF ACOBSf1I
YiC 6UGH MATE U ARE MONO M W
ORATANG NUMBER:
AO-TD-0250
SAFETY HARBOR, FLORIDA 3"95
PHONE (813) 726-1138
NOW FOR SECM WOKS NO Mh16E
ml wfmTUL AID SECRET Mw GTom
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
Hamm imE GF IMn-WIDE
FLOOR I FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOW.
=T1T=1 T 1=1TI
35 ANDE I I -III —III—
ANOIORS INSTMM 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
ATTACHED
ANCHORS
..,111111u1i..._
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE k 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH AS7M STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
3Y ANGLE
TO TWO
(3150# EA.)
/i DAPIA APPROVA
XV
� : Q� No. Fo•.2
_ ENE8703571%
t ?•�
AL
AF1= ED 8Y po.,,,..
,N 19T
� .Jllnl 1 5
Rmft icnmmw �NC
g
coamcTm AIaSIVmaww=
JACOBSEN HOMES
P.O. BOX
MSE w nc am Aw OIW.3 ARE
WIMM. PROPINIART. AND COttl10E11TMI.
MAM MIS OF JACOM MAMNACV"C
INIAWNBY. C.L.Y.
DATE 5-31-95
HEY' LLTIM
n
DRAWING InE:
COL. TIE —DOWN APPL.
„
SAFETY HARBOR. FLORIDAR134695
SKM MMI We MLS ARE PROMM TOM
RTCPINI Pa 9 X PUiPM NO WSI K
'H`
DRAWING NUMBER
PHONE (813) 726-1138
PVT Ca Mnk NO woo ntm orrm
AD— TD-0251
6$
ADDENDUM,
COLUMN TIE -DOWN APPLICATION
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
MARRIAGE LINE OF IA&M-ADE
FLOOR 11 FLOOR
101
VERTICAL TIE -DOWN
TYPE 1. 'FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE
GROUND ANC,H2O,RI„ (3t5O#)
NOTES
DIO CL`O ii��''
DAPIA APPROVAriS
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
T
- : Q. NO, p , y
PROVED BY
; NES%
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
-
5 10
SHALL HAVE A RESISTANCE TO WEATHER
DETERIOR-
JUN 1
AT10N.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
_-
�
��p '. 6 4 ��'
'%'�F'• NQ)•\�
I
INC_
" """��y�yp
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
``��
'�i �S •'"••••"�� �`
JACOBSEN HOMES
NOMC&
TdM VEMWAr IS AM RIR ym ARE
ItRAW4BY.
C.L.Y.
DATE
5-25-95
REY. LETIFR
DRAWING iIT E:
COL TIE —DOWN APPL.
P.O.80X 368
QVMAL PROPR IEURT. AND OOMR)IM
Y1iQ"ALS 6F JACOBSEX MA"ffACWWO
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THE
REEMM FIR �E�au NO TOK
K" CWWPA AW %0V nMU OHM
DRAMNG NUMBER
AD—TD-0252 .
RQ
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 i MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
C
MARRIAGE LINE OF MAI-HIDE
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 WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
...un1111ij .-
��: G�STEyFUc%1
P No. O
''���i, ssln Al h 1 • rO
APPROVAL•
OVED BYE,
jM1510
INIM INC.
cmftc cmAMosvmsTAMw f
NOMCR -"I IDHAuvar. DATE: REV. LETTER
JACOBSEN HOMES 11ESE SPEOFIGITIOIIS AID DUN= ARE C.L.Y. 5-25-95
CRaMAL PROPRETARr AMO ,I COMIOOiTIAL DRAWING TITLE:
P.O. BOX 368 MA1MALS OF JA "ffACmw_c COL. TIE -DOWN APPL. RIG SM MAlIM ILS ARE PRD OM TO 1K
SAFETY HARBOR, FLORIDA34695 RECPEM FOR SPECt1C F7pw= NO MIST x DRAWING NUMBER
PHONE (813) 726-116-1138 ISPT CM# MTK AM SEOV IRM ODOM AD—TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN $
-- - - - - -
ISEE TABLE FOR YAXIIM SPMI FOR COLUMNS 'A' OR
r
� COLUMN 'C' COLUMN 'D'�
I APPROVED EY
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS '1: OR b' _
SEE TABLE FOR SPAN COL 'E' i SEE TABLE FOR MAX SPAN FOR COI.. '
INC.
FED LMANUFACTURED HOW
RUCTION AND SAFETY SWIDAROS
MAR 0 3 1999
COLUMN 'E' COLUMN 'F' COLUMN 'O'
ISEE TABLE FOR uAmum SPAN FOR COLUMN'r i
MAXIMUM AUDWABLE SPAN
TYPE OF ANCHORNO REO D
(SEE AD-1D-0151,
COLUMNS •A', V. V OR'r
COUIM NS V OR 'C
COLUMN r
AD-TD-0252 AND
AD-1D-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
EIHP. •C'
EV. V
EXP. •C•
Ems. V
E7(P. 'C'
Dr. V
DF. V
I Ems. V
DP •C'
EXP. V
EW. V
EXP. V
2 - 3150/ ANCHORS
31-4'
25'-6'
2V-4'
2O'-4'
371-4'
25'-6'
2V-4'
20'-4'
37'-4'
25'-6•
29'-4'
20-4•
1 - 31501 ANCHOR
i1F-6'
12'-10'
14•-7'
10•-3'
18'-6'
12'-10'
14'-7'
10'-3'
1I'-6
12'-10'
14•-7"
10'-3'
1 - 40DOI ANCHOR
2S-8'
16'-4•
1I'-7'
IS-0'
27-B'
16•-4'
16'-7-
IS-0'
2S-8'
16'-4'
18'-7-
1 13'-0'
.REF. CALCS c %✓ 93� a(
TES:
ENO ... 4C 'i,,
R '••
3 y
DAPIA APPRGvA 0NO
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
NO. FO •
AppRpVED BY
FOR SPECIFIC INFO. ON ANCHORS.
910334
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
•• 4F
.-o STATE
4 '4`
,np�Io,�www
JACOBSEN HOMES
NOTEO�
TIwm SKa u;ATma M M NM AM
ORA M T
DATE
REV. REV. LETTEx
ORAYANO "ILE.
184" WIDE COL. TIE -DOWN APPL.
.
CRKWA. PeOPMART, Arm OOIII10E M
MAXNALS'OF JALO�R MOWACNRN6
P.O. BOX 368
R+c 9KH MA1EFOALS ARE FRONDED TO IK
OWA—wm- EMI m
AD—TD-0254
SAFELY HARBOR, FLORIDA 34695
RECAM NCR SPECAC FLWM NO um BE
PHONE (727) 726-1138
PUT DORrwa mE mo sm nw ODm
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
B C
4
LARGE OPENING 24'
SEE NOTE 1
a i m,LJMY vLn in m NIL —WHIT .l lr"a Mi Nrjm
BRACKETS (SEE TIE-DDWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXfWUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF Z-0'
(241 FROM EACH END OF THE UNIT.
C
�FO�
��'
`�� �? • • •15 T E
'�
NOTES:
PR O
DARA APPROVAL:
1. LARGE OPENNG = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.= TIE-571
• __
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE-DOWNSPACIII., ,
—
ROVED BY
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOUNRED ON THE APPROPRIATE VER71CAL/FRAME
,�' . /� ,�+��
�''.,
.LV 1 5 M
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
Fs+ '' • .. �... • '\���.•
S�Di��AL
INC
3. INSTALL FRAME TIES AT All VERTICAL NE -DOWN LOCATIONS.
��i �N.�•
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS
III I1lim III%
.:.:_.'-.wv y MGM
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
naSE sK� � MAW= AM
DRAWN BY. C.L.Y.
°A' 5-31-95
my' LETTER:
■
BOX
„
CROWN. PROVEMY, AND CON FWTIAL
MATMALS OF JACOBSEN MANUFACR MG
wa YATFA1AlS ARE PROW0 TO THE
n
DRAWING TITLE
TYP.
SINGLE WIDE T/D
HARBOR. FLORIDAINC,
SAFETY HARBOR, ORI34695
PHONE (813) 726-1138
R[CpDrt FOR 901C PUFOW AND WR K
ar r ammmAl me mou nu ormm
/H`
DRAWG NUMBER:
AD—TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DO WN. PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING n24'
..SEE NOTE 1
n n n n n n n n
COLUMN SUPPORT TIE -DOWN STRAPS. REMO AT COLUMN LOCATIONS
ON EACH SIDE OF OPENING GREATER THAN 48`IN WIDTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR amTY
Ld
D24'
STANDAROWN STRAPS D VERTICAL TIE-DOR ANCHOR
RODS (SEE TIE -DOWN SPACING TARS -NORMAL
AND/OR ALTERNATE- FOR UAWN SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN SIM OR ANCIiOR
BRCWM TO BE INSTALLED A MAXIMUM OF 2*-0'
(241 FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS. INSTALL ``,%C+ 0�1111111 iij,"�
ALL TIE -DOWN STRAPS AS SHOWN IN 116 DETAIL %%` p�'��i
NOTES:
1. LARGE OPENING = ANY OPENING HIDER THAN MAX X—DOWN SPACING ALLOWED.
2. VERTICAL TIE —DOWNS MAY EXCEED THE STANDARD VERTICAL TIE —DOWN SPACING
SO LONG 4 THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
MAXIMUM 11E—DOHN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TE—DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE —DON LOCATIONS.
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS.
DAPIA APPROVAL
Q� IVO. O
NE8703571 '
OVED BY
ar Z
5 10
DEVICES ARE CERMED BY OTHERS
JACOBSEN HOMES TKSE s,� OMATilo 5 NOTICE DR UNM ME DRAWN BY: DATE REV. lEtiER
. � C.L.Y. 6-1-95
MONAL Pa0PWMY. AND oo lMNU% DRAWING 1111E TYP. MULTI —WIDE T/D A
P.O. Box 368 MATERIALS OF JACOM MWAC1URING
„ MW TO THE
SAFETY HARBOR. FLORIDA 34695 Ff"fff fCR � �S NO VM K DRAWING NUMBER
PHONE (813) 726-1138 IVT CO W%4L NO YCRCT IRCY OrMM I AD—TD-0310
-rd.%
SINGLE WIDE TIE -DOWN
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE —DOWN
(REQUIRED AT OPENINGS I
ONLY. OPTIONAL AT
SEE DETAIL — 'A' OTHER LOCATIONS.) FRAME TIE —DOWN
SEE DETAIL — '8'
DOUBLE WIDE TIE -DOWN
NOTE:
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE —DOWN I
A k B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE -DOWN
FRAME TIE —DOWN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
,
PULL DOWN TIGHT TO ---/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE -DOWN
BUCKLE WITH 2O251
fY MINIMUM
SEE DETAIL — 'A'
SEE DETAIL — 'B'
71E-DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (315o LBS. MAMMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .OV MINIMUM
Z)NK COATED STEEL STRAP, OR EQUAL WITH 315o t
CAPACITY MINIMUM) K 1.S= g7ZS 41 UL-Tj^_jnw
LOAo Ngr'ACIT'l
NOTES:
1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL
OPENINGS GREATER THAN 49 INCHES. & OQ To I-1T-6" T1e16UT
2. SEE TIE —DOWN SPACING CHART ON PAGE 2 EDR s
ANCHOR AND PE -DOWN PLACEMENT.
3. SEE DETAIL 'A• PAGE FAIR TYPICAL I -BEAN
PIER CONSTRUCTION.
Or. •''i ......"`
STATE OF I1
•' :f4ORo
APPROVED BY
'N'NIIVC
cpy�'D{♦pmmem {'lYo" ESwo"
JACOBSEN HOMES THESE SPEOFlCAN1100Nn5 #M DRAMRN69 ARE sY. RR DATE, ARE
m
CRICINAL. PROPRIETARY, AND Coru1DOMAL DRAINING TITLE:P.O. BOX 368 UATERIAS OF JACOM YANUFACTIAt1NG ZONE I TIE —DOWNS
SAFETY HARBOR, FLORIDA 34695 RE�FOCI S qERAS �,yo,T„°,.T�
PHONE (813) 726-1138 IVT CONiDD ITA AO SECRET 1Rd1 00M DRAINING NUMBER. AD—Z1-0001
74
4c
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE-DONN
MAIN FRAME I -BEAM
SEE NOTE /11•
MAIN FRAME I -BEAM
END
AGNGI
CENTER
SPACING
ACING
I SPr
SNTER PACING
I
SPA
Gr!r
CENTER
SPACING
ISPACINGI
DOUBLE WIDE —TIE —DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CFNTFR run
U
.rnuntr
WALING
SPACING
SPACWG
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
• SEE NOTE #11 SEE NOTE j1�•
MAIN FRAME I -BEAM
MAIN FRAME I —BEAM
END CENTER CENTER END
SPA. SPACING SPACING ISPACLNGI
ce
9-
co
TRIPLE WIDE TIE —DOWN PLACEMENT
NOTES: ENGINEER�to� .. DO�O DAPIA APPROVAL:
T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ••••,)D: �QITIFi'* �`ti''- APPROVED BY
MARRIAGE WALL OPENINGS %MDER THAN 49 INCHES. .•
.,
No.0045484��;
• T
'STATE OF •
10t.
e.
.•'��i?��•,
,. swovts>s
. "NG� `
JACOBSEN HOMES NOMCE ,�yyra�T! DATE' REV. LETTER
■ TNESE SPEOi1CATIORS AND DRAVINGS ARE RR 10-31-95
ORIGINAL, PRWWARY. AND CMIDENTUL ORAMNG TITLE-
P.O. BOX 368 MATERIALS OF JACOBST:N MANLIFACTLWNC TIE —DOWN PLACEMENT
„ WG SUGIi MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 REOpE)(f FOR SPCCIIC RMOSES NO UM BE DRAWING NUMBER PHONE (813) 726-1138 NST MNUNML AND S;OM ERDIt oBERS AD-Z1-0020
79
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM.
DANA
BY acd'
FE13 0 1 2000
INC.
)HOME
NOTICE.` unnm+ or. unit: mT. «••
JACOBSEN HOMES inse >,>� ANDJR►� ARE M.T. 2-1-00
ORCIlA1. PROPQ[UAtt AND J;OW1pEN1IAL DRAWING lXE: /�
\I P.O. BOX 36B UAWROU OF JACCSA" PO ~t ZONE 1 INST. A
NC. Not M►VMXS JIVE PI�OMDEO f0 Ne
SAFETY HAR80R, FLORIDA 3A595 wcmff rm VOt,716 PJWM AM erst R DRAWWG NUMBER:
PHONE (727) 726-1136 KPI corlata NO 9:m mow anaas - AD— Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER I \
_ F
Ta I I
TRIPLE WIDE
OR QUAD WIDE
SECTION(S)
bl
?I I I
�I
MAXWIRI PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO STDEWALL TIE -DOWNS MAXIMUM HEIGHT}
Zff-2 70NE3
EXPOSURE 'C' 90' 56"
EXPOSURE V 39' 46'
LONGITUDINAL TIES ONLY REWIRED 0 EA. HALF
OUTSIDE BEAU IRIS END, EXCEPT FOR ZONE 3
EXP. 'D• THEN 2 REOUIRED EA. HALF
(IE CGE EA. BEAM, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REWIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24" MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE MADE TIE-D0%W REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
INS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
NOTES:
G ENQtE6PRDVSAL E.'CQn DAPIA APPROVAL
T
1. FOR WAD SECTIONS. EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED N0. APPROVED Vp. .
INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALLS, TlE-DDWNS, RIDGE- /ENEA70357
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI-SECTION.)JUN _ 1 5
FINC
"�'� "ram ' •...... r''�G� �� aalR,aArAwwmsTNa�e
Ill.,
NOTICE DRAVIN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEOnCA11ONS AND DRAWNCS ARE C.L.Y. 5-16-95
WONAL PROPRIETARY. AND OJWWTIAL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MAJUFACMUG ADDENDUM -INT. UNITS .
SAFETY HARBOR. FLORIDA 34695 KCCKNT FOR S'ECFX FJW= NO MM BE
PHONE (813) 726-1138 wF cwwnk AND SEM nKu 011m ORAWING NUMBER PHONE
78
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SAME AS FOR THE MAN UNIT (REFER TO SET-UP
DETALS�
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
STEEL STRIN MAY BE CONTINUOUS OR PIECED.
2. SHINGLES IN THE DORMER AREA OF THE MAN UNIT MAY
BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
30 GA. CALK STEEL STRIP
INSTALLED OYU MATING LINE
JOINT (SEE PUN NEW BELOW)
ROOF PERIMETER RAL
OR ROM BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF,ROOF SSECTIONS
MAYBE OVERLAPPED 2 MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 GA. CALV. STEEL STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " D.C. MAX. SPACING (TYP.)
O •G\STf9••..F
Q� No. Fp %
ENE-8703571 •.
mv
..sins; e; '• EN�,.
31 X 5• LAC SCREWS
1B' O.C. (ZONES 2 k 3)
STAGGERED
��7 3Y
g F E1s' .A)N 1 5 -M
INC
N097CE N 111f nwvt,: DATE: REVETTER: . L
JACOBSEN HOMES THESE SPEOIICATONS AND DRAWI0 ARE C.I.Y. 5-16-95
■ C MIX. PRWRIETMY. AND CDIa10ND M DRAWING nTLE:
�� P.O. BOX 368 Nc am r m JACOM " TO THE
ALT. ROOF ASSEMBLY
SAFETY HARBOR FLORIDA 34695 WMENT FOR 7W FUl"M NO MST K DRAWING NUMBER: QUADAD02
PHONE (813) 726-1138 IVT ODTWRAL AND sm nm orrm
79
IFIE]FIF
ElElEF-1
ElIFF-1
ElElEl
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8