HomeMy WebLinkAboutSet-Up Manual AddedumSET-UP MANUAL ADDENDUM
0
OBS N
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
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/CODLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
MUNG
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
APPROVAL
BY
" 1 5 T995
AINC
5
NOTICE
DRAW BY: DATE:
REV. LETTER:
JACO BS EN HOMES
THESE SPEMCAW6 AND DRATINGS ARE
C.L.Y. 5-30-95
P.O. BOX 368
MGM. PROPRIETARY. AND C09MIT1AL
MATERIALS OF .IACOMM YAMIFACTURDIG
ORAWNG TITLE
EXTERIOR A/C DUCT
W- sua MAXRLALS ARE PROM= TO THE
SAFETY HARBOR. FLORIDA 34695
REOPEN FOR SFSCFIC FWIR = RD MST HE
DRAWING NUMBER: -
PHONE (813) 726-1138
IDPT CO!(1) R& AM SECRET FROM OHM
AD-AC-0001
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). -THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DI-CCNTI"IUE
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
IN14INC-l"
�wKSAnuac�
00�1F1ia At0 iMCTT SUv W"
210T10E. DRAWN BY: DAIS: KLV. LL II LK:
JACOBSEN HOMES
THESE wEoncams AND DRAWINGS ARE C.L.Y. 5-28-95
MOINAL. PROPRIETARY, AND OONTIOETITIA7. DRAWING TITLE B
P.O. BOX 368 MATERIALS OF ACOBSEN MANUFACTUPoNG W.H. VENT. SYS.
MC. &a NATEPULs ARE Y.DED E PROTO THE
SAFETY HARBOR. FLORIDA 34695 REm&T ►OR StCFIC PIRPOYS AND MST BE DRAWING NUMBER:
PHONE (813) 726-1138 1VT COH WTK AND SECRET nim Omm AD-AC-0100
14
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
n AM U%1nT
0.131a A 1 1/Z MIN.
NAILS OR 7/16- X 16 GA.
STAPLES PER TABLE:
0.016- X 1 1/2- MIN. STEEL
STRAP ® 48" O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS
NDS01 TO 1/f, INCREASE LAG LENGTH 1'
(ALL ZONES) AND FOR GAPS 70 3/LAGLENGTH
INCREASE
(ALL EXPOWRES)
_, - .. - *1 - .-....- _ . _ .- -STALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
1 4- TO 3 4' GAP
WOOD SHIM AT ALL LAG
LOCATIONS FOR LAG SCREW TO GO
1HROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
NOe 7D14E
E1FOM
3/E' 13 1/r LAG SM
MAN" SPA01G
30 GL STRAP FASUM Nr/
7/16' X 1E GA. STARES
MAX" SPAON
we ZONE
DFOSURE
Ifi1Rlfl "BER OF FASTEiERS REGLIR D
0.131' X 1 1/Y NAILS
7/16' X 16 GA. SSAPIES
IV at
2 1/4' at
3
S
2
2
V
17' at
1 7/!r at
4
7
1Q' ac.
r at
'�
4
7
3
3
YY
it' at
1 1/Y a0.
b'
S
e
NOTE`,�,
DRGIEERR AlfMAL:
CAM APPROVAL'
APPROVED BY
1. 1' MIK PE]i VATM 6 REQU O ON STAPLES FOR MIL 0.016' STRAP.
2. WOW WM 70 BE RIPPED FROM SPF #3 UK OR BETTER
(3' X 4' X GAP 11111711 MIK SZE)
OSB OR PLYWOOD MAY BE USED IF RIMEIP NSS EQUALS GOTH-4' X 4' IO1 92b
Revised
May 24 ,�006
I
V .
IN P71 INC.
jGilrl C. LF08C)firl, I`"r.
YAX 3 10� WUY SDEI6UL 1ilGltT
4. SEE 0T1ER DETAU FOR SEAIM FLOORS FOR AIR WLIRAWL
^^
,K'1.. Eng:IT r tg, :. �+
FEDEFIAL MAHDFACFURED HOME
CONSTRUCTION AND vI Er STANDARDS
JACOBSEN HOMES
P.a BOX 36e
SPHN(83FLORIDA8�95
PHONE j2-13
Nor1Cl:
ncst sTc.,aL,raFs Are au.,es AK
UR UNAL. T'RUMILTART so GUNFED m
MAWAMS Cr AMMO I MAMliACRWJM
NG 3" HA MiLI ME N1VAM 10 x
KMW m�oRA
an corIlm Gomm
BY:
M.T.
DALE
OS —22—O6
REv. LEVER
MAW 71AL-
M/W FLOOR FASTENING
Nums
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
_:�7 S 2j a61
John C. Doeden, P.L.
K2 Eng*r Bering. !no.
APPROVED BY
Revised
IMay 24,2006
NC.
FEDERAL MYIUFACTUIItO MDME
CDNSTRUCTI011 YID SAFETY STANDARDS
JACOBSEN HOMES
>m ema>° me
WIN Br. M.T.
BA'E 05-22-M
EVE
*P.O. Box 3N
mum Air
alum /p~m% AM COWKW RM
MA70M WAM== W WACPJM
nG 101 WOW ARE PRO= A M
mug 117W
M/W WALL FASTENING
B
SAFETY H/IR80R. FLORiDA 34695
usamwwi
DRAWINGC NAM
PHONE (513) 726-113B
07 CO s�
mnK W O IM 60M
AD-FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
30 'GA. GALV. STEEL STRIP I
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO OE00NG
(SEE CHART ON AD—FA-0001 MAX SPACING).
30 GA. GALV. STEEL STRIP
'8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
-LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WADES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WOES PAN MEW
3/8' X S' LAG SCREWS met -AG SCREW SET BACKS
TRIPLE WIDE ROOF LINE (2 1/40 SMOOTH SHANK) FOR DOUBLE WIRES
INSTALL LAG SCREWS I I� SEE CHART ON AD-FA-0001 FOR TRIPLE 1MDES
AT A 45' JINGLE FOR MAXIMUM SPACING
STAGGERED 2 1 4 P34'
1 4T03CGAP
ROOF PERI6ETER RAIL-j'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS—SECTION J �-- INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS FOR LOCATIONS FOR LAG SCREW TO GO
TO 1INCREASE LAG LENGTH 1' THROUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4', INCREASE 1K;t1T. (SEE NOTE 2)
NDS01 LAG LENGTH 1 1/2'. REF CALC. PG.
( E ZONES)POSURECROSS—SECTION (W/GAP) C WA- 91.01- 91.07
ALL
NOTES: DKi W APPROVAL: DAPLA APPROVAL:
L 2 Ile MN. PENEVAL1011 INTO RECOMiG MELBLRA 6 REOINO FOR LAG SCREIYS.
2 WOW SIM TO BE RDM FROM SPF J3 UK CR BETTER. APPROVED BY
�3'XCXGAPW87HMN.ME)
0® OR PLYWOOD MAY BE USED IFTHIf7Q1ES5 EQUALS GAP ROTN-4' X C YNL S ZO Revised
3. SIZ OW OVALS FOR COMPLM ROOF IrtL7iECWO1L S _ May 2a , 2006
4. *0 IFSTALUK A LAC ZVII KM A RIDGE BEAM, FFST-DRLL A 3/r aFJli 4M John C. Lxi6Qen. P.1`. IN INC.
HOLE THRO= THE RM RIDGE MAX SECOND-M A 1/4• HOLE V O CH RE K2 Engirle9rn 1g, Inc FEDERAL MaWFACTURED HOME
RECEI%M MM BEAM FOR IM THREADED POR`IION OF I.AG It'K THFSE DNS ARE CONSTRUCTION AND SAFETY STANDARDS
FOIL 716' LAC SIM M9 DIRT.
S 10e MAM M S1oElIALL HEIGHT.
DRAW
JACOBSEN HOMES mm NEOMAIM AM TUT= ME M.T. DATE: 05-22-06 REV. `ETrE� `
a"aNAI. "WIlErMy NOOaIDEI'MM- DRAYRIG ARE: I
mw P.O. Box MIS HAWWO W HA00lI6D1 MMFACAMO M/W ROOF FASTENING IV_
3" HATEI AIS ME mwwOw 19 THC
SAFETY HARBOR. FLORIDA 34695 KOPUT Fd SBliG Flw'm NO mm N DRAMNG MA®ER
PHONE (813) .�26-1138 WT Cwm a No me Flm mmtL AD-FA-0020
L,
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MR Y OVERLAP AT SEAM) CENTER OR MATING LINE
SECURED WITH i8 X 7/1V HEAD X f FULLY THREADED SCREW
AT EVERY LIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I. I
I
I I
�I8 X 7/16` HEAD X Z`
---t' I I FULLY THREADED SCREW
RIDGE CAP I (NO MORE THAN 12` O.C.)
ICl
I o
a
1 1 LIJ
i I i g
m
ASPHALT IMPREGNATED 1 1
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING 1 1
ENTIRE LENGTH OF ROOF
METAL ROOF PANELS STOP
1 , 1 APP. 3" FROM CENTER LINE
I ,
,
Ref: EX-13-0051 and M GA. GALV. STL9:L STRIP
AD-FA-0020 SEC.�D LENGTH
ROOF X 16 GA. STAB)
NDS01 FULL PENETRATION INTO DEO(ING
(ALL ZONES) (SEE CHART ON AD-FA-OODI WX SPACING)
(ALL EXPOSURES) DiSM
NOTES• APPROVAL: DAPU ATru:
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
2. STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS. V �j Seep10,2008
4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND Q Dw_�v, i, INIPENC.
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN CONSTRFEDERAUCTION
CTIONKANUALTDRED Y STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE �' InG COMsmI1CfIDN AND SAFETY STANDMDS
SCREW (DO NOT REMOVE OVER DRIVEN SCRM)
JACOBSEN HOMES ►� mm W. D.M.T. 08-25-08
Trrt� METAL ROOF RIDGE CAP —
P.O. BOx 368 e111 3= YAINU ME FPO=10 TIE
SAFETY HARBOR. R.ORIDA 3095 MMT FIR 9= MFM M WN FE DUVW M MM
PHONE (813) 726-»38 m" GummAi. w wr w am AD-FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
I"I t*m
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
PROVED BY
JM 1 5 1%
INC
JACOBSEN HOMES NO7IC& DRAWN BY: DA' 6-5-95 TYR: REV. IET
THESE SPEOE1 7MS AHD DRANNGS ARE C.L.Y.
ORCNAL PROI'MOARr, AHD CIXUIGETITK DRAWING ITLE M�W ROOF SEALING
P.O. BOX 368 YA1DUB OF JA IMI YANVAG7MG
W- SXH VAT RU ARE PRONGED M THE
SAFETY HARBOR. FLORIDA 34695 BEtAFNT Tit SKCFIC RAPOSTS ANT MW BE DRAWING NUHBD2
PHONE (813) 726-1138 IPT OOHFMIK NO SECIV 1`10 OHM 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
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
NOTES:
DANA APPROVAL
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
AP
ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
JM 1 5 W5
(EXCEPT FOR STAPLE HOLES).
INC
JACOBSEN HOMES
iNE9: sPEaflulDNN°T1D
ts AND GRANIN4i ARE
DRAW BY.
� C.L.Y.
DATE:
6-5-95
REV. LETTER:
P.O. 368
CFdONAL. PROMEURY, AND CONi1DFNTK
MATERIALS OF JA.COBSEN MAMIfACAlitINC
DRAWING TITLE -
M/W ROOF SEALING
Box
SAFETY HARBOR, FLORIDA 34695
we SLXH MATERIALS ARE PRONGED TO THE
RECPfNT FOR SKCFIC PULP= AND HAT K
DRAWING NUMBER
PHONE (813) 726-1135
n?T CafWnAL AND SECRET LRCM OTHERS
AD-FA-0026
F
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. 1NSTA1LATTOK
I. REMOVE ANY CARPET MID/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL FIASHIING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN NSTAEIED (THIS FLASHING MUST BE PLACID ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE MUM AND THE HEARTH).
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLONNG
THESE STEPS
A. CAREFLUY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION N FRONT
OF THE nREPLAcE AsSEMBIY.
IL SEGUE THE HEARTH EXTENSION TO THE FLOOR W/ 4 JB 1 2' WOOD SCREWS
C. F41 THE AREA BETW.lF1 THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WITH A NON-COMBESTABLE CAULXING OR MORTAR.
D. OR FOLLOW THE KARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
ILE SURROUND
�711milli
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPUES 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
',omc�
THESE SPECIiTGilONS AND DRAYANCS ARE
OfEOINAL. PROPRIETARY. AHD CONFWTIAL
„
P.O. BOX 368
MATERIALS OF JACOWX MMWACMUC
SAFETY HARBOR. FLORIDA 34695
IKOpp��T ECR � Rff= AND TOBE
PHONE (813) 726-1138
IVT CONFWII& APO IOU ERQI DTIERS
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
2 8 i995
INC
C.L.Y. 6-16-95
DRAwwc nTLE SHIP —LOOSE HEARTH
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 t;Ev,
INPWA 2 5
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED BY
INAINC.
FEDERAL MANUFACTURED HOME
ODNSTRUCAON AND SAFETY STANDARDS
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 i
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8- MIN. APA OR TECO RATED SHEATFONG
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SI$ARWALLS
(APPLICABLE TO ALL SHEARWALLS)
MARRIAGE WALL
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
WE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
3/8" SHEATHING TO BE INSTALLED ON —SITE
OPENINGS IN TRUSS SHEATHING MAY 8E LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
WIN[)ZONE III
(1B" X 14 112" MAXIMUM SINGLE OPENING 512E IN TRUSS SHEAIW
(110 MPH)NG)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL
1. 3/5- MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
PANEL E°�S AND '" D.C.
AT' ALL FRAMING MEMBERS. NOIGLUE REo Doi
APPROVED BY
MAY
+��, SIN
INC.
ffflM MANUFACTUREO HOME
4
�HSTRUCTION AND SAFETY STANDARDS
z
JACOBSEN HOMES
NOTICE:
TNESE
DRAWN BY:
R.R.
DATE.
4-27-98
REV. LETTER:
■
P.O. BOx 368
spEclncAnoNs AND DRAww°S ARE
ORIGINAL. PROPRIETARY, AND CONF1oENDAL
TURING
MATERIALS of JACOMATERIALS
INC. ARE
TRUSS SHEATHING
DRAWING TITLE.
SAFETY HARBOR, FLORIDA 34695
91G1 MATERIALS ARE PRONGED TD 1I1E
PROVIDED
REIYIENT TOR WCRTC PIUasES Alp MUST BE
DRAWING NUMBER:
PHONE (813) 726-113B
KEPT coNnuNUAL AND SFM. rROM OTHERS.
AD—HR-0001
12
HINGED ROOF DETAIL
L15 MM OF TRAa TD RASE W RM
9"m Pmm m SET-W PCISFTION 6
APPROx 22 Itt.
LFT Wn ROOF SECu sYSTl)LAwaT "
HECILAK& LIEM0 RO I+X IN 12 W
APART. U XATE LFTM P= I M X W
00 W MW SECW W AM LFTKG WW
2 fMT QFA SPLICE N H RV RAIL
HINGED ROOF IN SHIPPING POSITION
SEQIAf INO KNG PWT TO RM LIFAY,
OR 2 16 SPF (F FD® IRIG POST TOP RAN,
WN 3-110 X 3' wood MW OR 3- #813'
wood s
HINGED ROOF IN SET—UP POSITION
REF. CALC. PG. C-RF- 223.0 - 223.6
NDSOI
NOTES: FIIGNU APPROVAL DAM APPROVAL:
APPROVED BY
1. BUM RAM ROW SECTIM M N RASED PW= 11EME SWING MGW
KING P= KM POSTIICN Revised
b,(j Jun 06,2006
John C. DaeclaF1, P.E. INC.
K`l Enl7'tR6aa 0g, Inc FFOFRAI WIMUFArr[JRFD NOW
CONSTRUCTION AND SAFETY SIANDARDS
JACOBSEN HOMES
Nonni
> aA106 NO MAI= ARE
PR0FWMY. AM OONnuU 1uL
MA70M W +� MAIRSAC UMC
DRAWN BY.
O.A.
DALE
06-02-06
XLY. Ltilm
A
/ `
D UW -PRE'
HINGED ROOF DETAIL
P.Q. BOX 36B
W. so Y TW" IN P W%m W RE
/F-{1
DRAMDIC Nr<AIBER
SAFETY HARBOR FLORIDA 34695
FZMl FOR 9BFIO PIW= AID WW K.
PHONE (813) 726-1138
wT cmtm91UL AID MU RM amps
AD—HR-0002
13
HINGED ROOF DETAIL
UNDERLAYMENT TO BE GWED 3• MIN.
CH BOTH SEClMNS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AND
AND A MIN. 4 1/Y WIDTH OF ROOFING 'CEMENT 10
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION,
(INS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X B• BLOCK BEHIND 2 X 6
OVERHANG FASCIA BOARDS AND SECURE WITH APPROVED BY
3-fB X 3' WOOD SCRE5M5 EACH SIDE CF GAP.
\ . 0 moor NC.
\ Nov 30,2006
® o
NC.
\ �n� FEDERAL MANUFACTURED MOPE
\ Q� CONSTRUCTION AND SAFETY STANDARDS
�1y,6
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NNOZONE IN
(110 MPH)
ALL EXPOSURES
NOTES,
1. BRALE OM RN SECTION N 1W RM P0910 KFME SMWUNG HINGED
KING POSTS PID P061WL
' 11 /7-9f 0b
DW P•-'
John C.
K2 En s1r
JACOBSEN HOMES
NOTICE:
msE SPEaFIrJUI m AID mAmm AM
MAU BY
D.T.
DATE
10-02-06
REV. LFTRR
DRAW 11TLE:.
HINGED ROOF DETAIL
P.a eox 36B
URIORAL. PRUPIOLUM. AID 030NUUM
MATEewa OF .IA000SEN MAMAFACMIND
A
/ `
H
SAFETY
NC Slat MAIEWAS AIM PRDVM TO THE
Taal.a
DRAWM R
PHPt a 3( j n6-1113B�93
AAn am m�iasK.
AD-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION 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 -� ONE-PIECE SHINGLE
UNDERLAYMENT
....' 2' MIN. OVERLAP (TYP.) CD
H=
_ _ U
O I I I 7 I 1 I' 17
a ; I ; I ; I ' 6' MIN. TAR AS SHOWN it
o .(APPLIED ON SITE) e
z ~ + I SEE NOTE• :::.:.......: z
Z H ...
1 Y MIN
I I H I 1 I I H I SEE DETAIL 'A' F=
Z U
j I j I j I I 1 I I I 1 I 1 I
!
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
WINDZONE III
(110 MPH)
ALL EXPOSURES
NOTES:
1. CEMENTING OF 151 FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED. A PROVED BY
2. FASTENING OF 151 FELT IS NOT REOIARED. (FASTENERS APPLIED WAIST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED 70 MAINTAIN THE 6' GIN. OVERLAP ONTO THE FIXED ROOF. �,
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS- AD—HR—OM (NRTH SPECIFIC END PANEL LAYOUT), INC.
AD—HR—ODOZ AD—HR-0003, AND AD—FR-0004. FEDE AL h1ANUFACTURED HOME
CONEITRUG110N AND SAFETY STANOARUS
NOTICE DRAWN BY: DATE REV. LETIM
JACOBSEN HOMES IE s =M AND DRAWM ARE
M.T. s-2o-o3
OWWL PRUPRIETARY. AND ODNFI eM& DRAWING TITLE: SHINGLE AND UNDERLAYMENT _
MATE,HUS OF JACOMEli NANffAGRf= APPLICATION ON HINGED SECTION
P.O. BOX 368 W- SUCH MAMOALS AM PRONGED 10 T HE
SAFETY HARBOR, FLORIDA 34695 REr PDff FOR WIC n,R+r> M AND KW K DRAWING NUMBER:
PHONE (813) 726-1138 KEPT CMFW nK AID =Wr RM OnO& 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
SEE AD-HR-0002 FOR
4- ASSEMBLY DETAILS.
NDSOI
NOTES:
I. SEE AD—HR-0007 FOR INSTALLATION OF UNOERLAYMENT AND SWNGLES.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
CRC - 167.01 - 167.02
KER APPROVAL DAPIA APPROVAL' -
APPROVED BY
Revised
im
00o44
0� IN 09,2006
.aahn 0. ✓oadon F.L. IN�'
, FEDERAL MMIUFACiUREO NOAIE
.92 EAgNTs ar1p, Inc cDNSTRUC:FN]NAND SAFETY STA"DARDS
Rpip
JACOBSEN HOMES
NOncc
iNEst wimicAnoMs AND DRAMM ME
MONAL. PROPIKIANT. AND EON Mn4L
UKAWN UT:
O.A.
����
06-06-06
"LI LL��LN:
ORAMG ➢1LEt
LN
PaBox she
OT ALS83E1F
PEAK INSTALLATION DETAILS
SAFETY HARBORS FLORIDA 34695
Esc WO4 MARIM AK PPV#M A TIE
110MI ► N 9T= KfV= AND MUST EE
DRAWING NU16ER:
PHONE (727) 726-1138
oiMAWMAGnown
1pMATOMS
T cwwnK Ne woo Fxm ons
. AD—HR-0006
16
SHINGLEZUNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
INSTALL FIRST LAYER OF 151 FELT —
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR E)USTING
FELT AS SHOWN.
NOTES:
TOP COURSES) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
91 INSTALLED ROOF PEAT(
UNDERLAYMENT INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EASTING
FELT AS SHOWN.
ROVED BY
P
AUG 0 1 20
INC.
UFACTURED HOME
NAND MTV STANDARDS
J AC 0 B S E N HOMES >esE SPECi1CATmoms` Am DRA.16s ARE DRAWN BY: DAIS: REV. LETTER:
M.T. 7- 28-04
QWWA . PRWKTARY, AND DDWfWNRAL DRAWING TITLE: _
„ P.O. BOX 368 MATERIALS A7 iALS ARE MANUFACTURING
K SHINGLE NDERLAYIIENT INSTALLATION
Ar,c s,a YAmeA<s ARE PaawaEo m THE N
SAFETY HARBOR, FLORIDA 34695 Ff"I UP 9'EDIX PUBRSES AND YUSI BE DRAWING NUMBER:
PHONE (727) 726-1138 IVI ONWIna AIO 9ECFET R M OIN AD-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN TO FLOOR FRAWNG
MW W/ STAPLE OR NAIL
BANDING STRAP 19RAPPED' AROUND PIPE AND FASTENED 10 FLOOR FRAWNG.
ADE OF NOT LESS THAN 1/4' PER FOOT MUST BE LMANTANED TOWARD K
OUTLET. WHERE 'INS GRADE CAN NOT BE ACHIEVED, NOT LESS R M 1/8'
'OOT MAY BE USED WHEN A FULL SIZE CLEIWOUT IS INSTALLED AT THE UPPER END.
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.
PIA APPROVAL
wN P
r.
.-HIE
INC.
JACOBSEN HOMES msESPECFKARM�MAW=ARE DRAWN BY. R.R.cA� 7-17-97 REV.lErro+:
I ENIGNAL PRorrstAAr AID ta�foDlvt DRAMiC linE
P.D. BOX 368 YARAIALS aF A' ' LCC,'ACIURNG o
�I ne SM VAIMM ARE P O%CM 10 it
PLUMING SUPPORT
Smm HARBOR, FLORIDA 34695 AlCM4 FIR W= fY1PM ARC WM ME [IFiAMIHG 1A11J3ER:
PHONE (813) 725-1138 an CCAIwHML MO IM my anal AD—PL-ODOI
r
18
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.
I [vOTES:
PPROVED BY
MAE z
INC.
FERALMArNUFACTURED
HOMEIONANDSAFETYSTANOARDS
JACO BSEN HOMES
NOTICE:
THESE SPECiiTCAnoNS AND DRAWNlS ARE
DRAWN BY:
M.T.
DALE:
3-30-05
REV, LEi1ER:
ORICINAI, PROPRIETARY, AND CMIDENEIAL
DRAWING TITLE:
w
P.O. BOX 368
MATERIALS OF JACOBSEN MANUFACTURING
MC SUCH MATERIALS ARE PROMDED TO THE
OPEN PORCH RAILING SSAFETY
HARBOR, FLORIDA 34695
REOPIEHT FOR SPE0nC FIIRMS AND MUST BE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPT CDN UNDAL AND SECRET FWW MRS.
AD-PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 1 VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AO-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
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 -\L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
APPROVED BY
Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
P.O.
NOTICE
THESE SPEOnrATIM AND 11R WNM ARE
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACRMG
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER:
,
jL-f5
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
R. FLORIDAINC
SAFETY HARBOR. ORI34695
m=1
SUOi MATMALS ARE PROVIDED TO THE
RECFIENT FOR SPIE= MRSES AND MUST TE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPT COT7OOENUAL AID SECRET FROM OTHM
AD-PR-7001
20
ROOF TO ROOF ATTACHMENT
SITE INSTALLED 7/16' LAIN. ROOF
SECURE SITE INSTALLED ROOF DECKING DECKING SECURED WITH 7/16' X 1 1/2'
WITH 7/16' X 1 1/2' X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. UAX. TO
EACH 16' D.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE *1
11' MIN. SITE INSTALLED DECKING OW' RLAP
SITE INSTALLED RAFTER TO
FACTORY INSTALLED ROOF DEIXING ' ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
SEE NOTE i2 J.
18' MIN.
MAY BE RIDGE BEAMS DECKING WIDTH
(SEE NOTE i4)
CROSS-SECTION FACTORY INSTALLED RAFTER
(CENTER SECTION)
VANDZONE'N
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044
10 PSF D.L.
NDS01 RIF. cA= C-FS3 - 88.01
NOTES%
ENQ#IIt APPROVAL
DAM APPROVAU
I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2-/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN V47H FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETR0000or
ATION MIN)
2. ATTACH HATE LANE RAFTER RAILS (OR RIDGE BEAMS) WITHN
� Q^��-��
Jun 09,2006
p,
#10 X 4 1/2' SCREWS 9' O.C. MAIL SPACING.
NC
1 ST:E AD-FA-0020 FOR GAP TREATMENT BETYA>`NN SEC1iONS.
1.�
Sohn C. C1Vd n. r�j .r_.
FEDERAL MANUFACTU ED NONE .
K2 Enginwr". Inc.
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICL.
TNFgSPEOFMATIONSAND OIUTANCSARE
ORAiM BY.,
O.A.
DATE:
06-02-06
REV. lETIM
P.OHATDIAUS
Box
O%Mft ►P"CTAAT. 00 tOMMIDO C
OF JAoOMN MAIAXAc1Lmd
Mc M YATERIRS AK PR0IOED 19 Dc
DRAWK TITIL
ROOF TO
ROOF ATTACHMENT
SAFi: AR FLORIDA 695
IL
oon
ORAIRIC NUEIBER
HONER(71) 726I1 fS8
ERm twoKCPDR
gyro KmE na o�i0L
AD-PR-7002
21
END ZONE RAFTERZOVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
10•Qc M
940
RAFTER TOP CHORD.:
-off
2 X 4 NAILING BLOCK
2 X 6 OVERHANG FASCIA
(INSTALLED ON SITE)
THIS TRUSS INSTALLED ON SITE
MIN. (3) FROM NAIl�1LIN X 3 NAILS
G BLOCK INTO
RAFTER BOTTOM CHORD 160'
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
DOUBLED END ZONE RAFTERS
FASTENING FASCIA INTO
TYP. 16' O.C.
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 Fl AT
OU7LOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NABS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MAMMUM INTO TOP k BOTTOM.
--
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER � `" 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY
W114N. (5) 7/16' X 2 1/2' X 15 GA NOTE:
STAPLES OR MIN. (3) .131' X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION)
(TYPICAL AT ALL CENTER BRACES) IN 1HE ENDZONE PER FASTERER CHART.
SINGLE TRUSS ONLY
REO'D oUISIDE OF
3 FT. AREA
.....SS MAY B£
PLACED ON EI1FIQi SIDE
NDS01
NOTES:
1. ALL TRUSSES LOCATED WITHIN 35' OF THE END OF THE
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-
aumm .
PENEIRATM
131 PD NAIL
5
1 1/2'
15 GA. STAPLE
8
1'
18 SCREW
2
1' (INCL 11P}
OUILOOID:R FASTENERS MAY BE IMAM NANDZONE III
FROM TOP CHORD OOMA! F PEMEIRATON ALL EXPOSURES
5 MAINTAINED. (110 MPH)
20 PSF ROOF
10 PSF D.L.
REF.CALM C-RC-197.01-197.02
' -- J77-1 00 '>
John C. DoEdan, PAL•
•K2 EnglAoQ ►ag; Inc.
APPROVED BY
IN114 Feb 05,2008
INC.
FEDERAL WUIUFACfURED HOPE
CbNSTAUCIION AND SAFETY STANDARDS
JACOBSEN HOMES
Nos m
TIESE sPECf1CATDNS ARD atA4wls RrF
DRIl1NIIl. PRWWARY, RD unwv mqL
DRAWN BY:
O.A.
DATE
1-29-08•
M. LErn�
DRAWING ITTLE.
P.O. BOX 368
w So OF '�"� YtDVM M VE
� sua wTraus ARE PROVBED ro THE
END ZONE RAFTER OVERHANG ASSEMBLY
SAFETY HARBOR. FLORiDA 34695
Itmmt FM SPEtiIC RIF= RD IM K
DRAIVING NIAAIR
PHONE (727) 726-1138
WT CaN mum RD mm J M com
AD-PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
- I TRIPLE WIDE CENTER SECTION PEAK _
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION k REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL
ROWS OF SHEATING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT LMANUF. INSTALLED DECIdNG TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
VANDZONE BI
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: CA%mmK nrrKuvK UAMA nrrnuvnu.
1. 1/8' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 Revised
SPAN RATED) DECKING (EQUAL OR BETTER). Joh { C. oo: qc. -
Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 F-fly, e' I,l; , 410.
i0. INC.
SAME DECKING PATTERN.N1
FEDERAL MANUFACTURED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
NOTICE DRAWN BY: DATE REV. LETIER:
JACOBSEN HOMES THM SPEOIC MIG AID MOMS AID o.A. 10-24-07
ORIaNAL PRCP UMM. NO casWRAL DRMOM TITLE:
P.O. BOX 368 MAn78MS OF �ACOM MANUFACiti M
Elmoro SAFETY HARBOR. FLORIDA 34695 � � � NO WM K ON S� ETCHED ROOF DECKING INST.
UMBM
PHONE (727) 726-1138 WT OEMM AID Sm ffm Onm oRA1WNc M
DN AD-PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
/ SITESECTION L OF D ROOFER
TYP. 100 SO. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION - - /
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
DAPIA APPROVAL:
APPROVED BY
Revised
Oct 25,2007
00oINS.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE: DRAWN BY: DATE: REV. LETTER:
JACOBS EN HOMES m m SPECIFICATIONS AM DR"TMa O.A. 10-24-07 pp
WI NAL. PROPRIETARY, AM CONRDFATA DRAWNG 111LE:
❑\ID MATERIALS OF mm AmN YANI�ACTo BE
P.O. BOX 368 INC suu+ MATETeAfs ARE FRONDED TO 11fE SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR, FLORIDA 34695 REFd1iNT FOR SPEOHC PUAPO5ES AM WSf BE DRAWING NUMUR.
PHONE (727) 726-1138 an CONFIDENTK AND SECRET TR011 DIM AD—PR-7005
24
900L-dd-0V Voao eau JXUA 0M WMKWPm LdU 8fll-9ZL UU) 3N0Hd
'8391Li1N 9NMLV80 I@ LSIM oN MOW 3w3d5 IDL LIOW30 969tf V01H01i 'H09HYH u3lv5
9NUN3A 3008 Oomwu> � �a3w SWMASWUM" 39 99f X08 '0'd _
311u 9NwrH0 1WIN3o pw ow 1A WO&OW IWIM D
do-zz-10 a.a W SIM"" 9M�3A 3M SZWOH HSSG03vf
1131131 A3H -Iva L8 N1lvw 3=0N
S0UV0NV1S A13311S ONV N0113M NO3
3lN0H o3HI110V3(1NVW IV 3033
'ON[
Ag d31nOHd b
=1VAOSMV VWO
F
0
3E
•.3002I 30 N0I.L03S Z13.LN33 UarnVJ.SNi 3J.IS
MA MOl
1_1
'UNIA 9rnoamo a NMI" w
(SLN31138n03H HO! lHWO 33S) 1N3A Mol
S1N3A MH 'm 'OS OS 'dill F. i
AS h i
t
A -A! a .Zl
30b Yl 1
L
t-.n a A -.a
Jim
t
1-41 a -K
INN
s-.a a
va 001
-ua N(MI
iwa2m NOa3 : Low)
TS Ni
A -
F
.r-ti
LN3A M01
N01035 H3LH33 30 01 831N33 �— _ -
LN3A H964 r�
r
F:
1N3A A101
S11VM 39VWWR I I
Q3TlV.LSNI XHoJ.0dA
AOOH 30 MIMS a Oiv--lff
STWM 3JVrJWR I I
F�IN
F�
S .0-.99 01 9-.Z9
t
.9- 9 OL .01-.9t
f
.Ol-.96 Ol .f-.lf
Z
.f-.Ic Ol .9-.9l
I
.9- Sl Ol 0
-SYM LnOLA3
71L9N31 NOLL93S x (.091)
N0l
S310H .LNHA
.LflO fl0 'Nl S 001
F.y
(SIN311] M3H HO! LHr10 33S) • i
MM31S MH !0 NOQV ALN311
VO! SLroLA3 'M 'OS 001 'dAl
Sl1VM 39VIHHVN
z
0
s
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL W)
/SITE
LLED SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING
FACTORY INSTALLED CENTER
SECTION OF ROOF
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
EXTEND PIPE 3' ABOVE SHEATHING
PLUMBING VENT (FACTORY INSTALLED)
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3' ABOVE ROOF)
(SEE DETAIL -B')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4- 80 NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
.y
\-SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
0.0�(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
NOTES. icoNsTRU
u APPROVAL
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. VED BY
3. EXHAUST DU T MAY
YOF DBE RUN
. THROUGH EITHER A SOUARE OR ROUNDHOLE JUN *1fXyl,
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE. S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH14INC
APPROVED GLUE. FACTURED HOME
AND SAFETY STANDARDS
J AC O B S E N HOMES DIM ST'EOMTOONDNSS AND DRAWNM ARE DRAwe BY: R.R. DAtE Ot - 23- 04 REV.`E"�
OND'AL PRWETAltY• AND UWWWRAL DRAWING MANUF
TITLE:
„ P.O. Box 368 W— � T� AK D PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 KCFVn FOR SPEOM FtfIPM NO MUST K DRAWNG NUMBER:
PHONE (727) 726-1138 PVT OM MIK AM 2=1 FROM Ones AD-PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15f FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYME14T 1+7H A V MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
151 FELT TO HAVE A 6" MIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6" WIDTH AROUND
AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I
FIELD INSTALLED RODE SHEATHING (TYP.)
L?I
I S' WIDTH Of ROOF CEMENT WHEN
w
1 I OPTIONAL 15f FELT IS INSTALLED.
I OPTIONAL LAYER OF 151 FELT
J— —1
r� I
W-RECE %UIQE
UNDERLAYMENT
ROOF SHEATHING (DR)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERIAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1 /2'
TO
1• Ir �r - ,.
FASTENING DETAIL WINDZONE 10
(110 MPH)
ALL EXPOSURES
NOTES: E XVM APPROVAL- DARA APPROVAL
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED.
Revised
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED U-2--dEn,
IN Oct 29,2007
ARE JUST TO HOLD FELT NN PLACE UNTIL SHINGLES ARE INSTALLED.) .3h,91. 174 N C .
OME
3. SHINGLES INSTALLED PER MANUFACTURERS INSTAU ATION INSTRUCTIONS K2 fEngi ctiOn'g, Inc. NSTRIDERAL UIONMANLAND
SAFERED Y.0
NS7Rl1CfIDN AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPUCAEONS ARE NOT COVERED.
JAC O BS EN HOMES
„� ,IITOS A,� w AMO.A.
oRAvaN BY:
"ATE
10-24-07
REV. LETTER:
P.O. BOX 368
awc;L PROPMMY. MO CWMINM
u,t S AT JAM
DRAWING TITLE:
Sit INSTALLED SIICIL
SUCH
� sral YAIFRINS AR1i PR01�FD ro t1E
ROMM TO K
LE AND UNDERLAYMENT
SAFETY HARBOR. FLORIDA M93
FlEap ]if FOR 9ENs1C puR= AID lust K
DRAMING NUMBER:
PHONE (813) 726-1138
07 om>F1oB11ua. M SECIV FM OTM
AD—PR-7008
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105' X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPUED TO
USED IN LIEU OF STAPLES FOR
FA
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA M1TN ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
RANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER MATH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN. ,
DAPIA 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).
$,IT
INC.
FEDEI
ALMANUFACTURED HOME
CONS
RUC1ION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
TKSESPE�TM"MA�
DRAWN BY:
I.T.
DATE
02-04-04EV.
RLETTER
ORAWNG TITLE.
ORIGNAL PROPRIOART, AND CDwlp IM
„
MATERIALS OF JACOOSEN YAM FACTLOW
r TOE
TYP. FLASHING INSTALLATION
DRAWNG NUMBER
AD—PR-7009
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
A[CPUI FOR Sc Res NO
PVT CDi7DEWUq MO SEMI" M Dnas.
28
ADDENDUM
GENERAL NOTES / TIE-DOjINS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
d VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -GOWNS Wb 111 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. iWHIE'N AYCHCRS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ,NSTko
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
S VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82- I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 9T SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON DR CROSS-SECTION
DETAU) 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 DE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WO 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 IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAIDMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL BE -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).
18. ALLFIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKLNG P,EQUREk!ENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES- ENGINEER`kwt I DAPIA APPROVAL
'•. ROVED BY
��•''•1STFo��`
THESE NOTES AND DETAILS ARE APPLICABLE : •QG No.R.o
FOR WIND ZONE II AND/OR WIND ZONE III. THEY ENE8703571 IN 1 5
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' =
AND EXPOSURE D . SEE APPROPRIATE TABLES _ :.� INC
FOR SPECIFIC INFORMATION ON EACH. c
O , / 6A�1 • k► A,oylcnswovso
a
NOTICE I., ,l V"iitq(ov DATE: REV. LITTER:
JACOBSEN HOMES THESE SPECNICATIONS AND DRAWNOS ARE C.L.Y. 5-19-95 A
■ OR1DNAL. PROPRIETARY, AND CONnDENTIAL DRAri1NG TITLE-
P.O.
TO THE
P.O. BOX 368 uATERIALS OF JACOBSEN LIANWFACTURINC TD-GENERAL NOTES H
„ SAFELY HARBOR, FLORIDA 34695 RECMI MI R SPE�s S ME � WJSl BE PHONE (813) 726-1138 PUT C"WITLAL AID SECRET FROM OTIERS DRAPING NUuS R 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
UK OTY.
ANCHOR
YIN. OTY.
ANCHOR
V
FLOOR
WIDTH
EA. END OF
EA. SECTION
N
YIN.. B
EA. END OF
EA SECTION
ANGLE
u;N. B
O
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE n
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACING
DEL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-0'
-12' 18'-0.
31501
40'-50'
6'-8"
3150#
40'-50'
25'-4'
12"
8'-0' 1
31501
4D'-50'
6'-8'
3150#
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8' 1
1501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. OTY.
EA END OF
ANCHOR
AN
YIN OTY.
EA. END OFANGLE
ANCHOR
WDTH
EA. SECTION
YIN. 6
EA. SECTION
YIN.. 6
20'4
2
50'
2
68'
24'-0"
2
70'
3
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE BF
SPACING
DE" HEAD
ANCHOR ANGLE
SPAONG
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0"
12"
5'-4'
31501
40'-45'
4'-0'
31508
40'-50'
24'-0'
12'
5-4'
31501
40'-50'
4'-0'
31501
40'-50'
25'-4'
12"
j -4'
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5'-4'
31501
40'-50' ,„+
++E111E, '-0'
3150,E
1 40'-50'
NOTES:
ENQNEER` 0 4,�
TER'
DAPIA APPROVAL -
1. SEE AD—TT-0001 FOR ADDITIONAL REQUIREMENTS.
6 S •. Cc
F '
O'. s
No. -
PPROVED BYE
2. SEE AD—TD-0011 FOR LIAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE.
ENE8
=
.11i�1 5
OF ���
-- .
INC
-.,� F�, •.• OIA� .• G\��.``
FEDERAL MANLIFAMUM FINE
DTnSfAUC1DIAlOSARTTSIAfEYl�
sip
JACOBSEN HOMES
NOTICE:
THESE SPEOE+CATIONS AND ORAMNLS ARE
. Ex" 1NO le.
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAYANG TIRE -
NORM. SPACING TABLES
■ P.O. BOX 368
CRONAL• PROPRIETARY. AND CDNFWTIAL
MATERIALS OF JACOBSEN YANJFACTUWNC
MATERIALS
\
~\
„ SAFETY ONER(813)f726 1138 95
WG SUCH MATERIALS ARE FRONDED TO THE
IVT C E�9E 00 � OHM
/1
DRAWING NUMBER: AD—TD-0010
30
ADDENDUM
ALTERNATE TIE —DOWN SPACING TABLES
ZONE Il & III/EXP. C
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
OND ZONE II
IMND ZONE N
FLOOR
MR 0.
EA. END Of
ANM
EL orY
FA END OF
ANCHOR
*�
WDTH
E~ socnaN
ill
�. B
EA. gcnaN
IN
NIL e
.
7
23'-4'
2
54'
3
40'
�O
24'-0'
2
54
3
40'
25-4'
2
60'
3
44'
26'-6'
3
9
3
48'
3
4T
4
41'
(SEE NOTE 14 FOR ANCHOR ANGLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAI
WND ZONE II
IMND ZONE nl
LN
ANOADR MGMSPAONG
BEL HEAD Lm .
MOORANaE
WDTIH
OVERHANG
12'
5-4'
31501
40-45'
6-4'
3150#
35'-40'
244
12'
S'4
3150#
4O'-45'
5'-40
3150#
35'-40'
254
12'
54
3150
40'-45'
5-4'
3150 f
35-40'
26'-B'
12'
54
3150
40=45'
6-4'
3154
351-C
30'-6'
12'
5-4'
3150
40=45'
54
3150#
35'-40'
(SEE NOTE #4 FOR ANCHOR ANGLES)
°e®�bBiIC1111gB�e�
C. DpF oo,
No 45<<84 ^
v �
�m
O m
� G
® IS
� �
t
m� STki
REF. CALC.
C-TD - 215.01 - 215.20
B'o;Ar'ON AC
NOTES:
ENGINEER APPROVAL,
DAPIA APPROVAL:
1. SEE AD-TD-mm FOR ADDITIONAL REWIREifEN15.
APPROVED BY
ON
2 SEE AD-M-0011.1 FOR MMWAI PER HEIGHTS RECUM FOR THE LOADS
TABIR.AIED ABOVE
Jun 16,2009
14.
3: TE-DOWN DEMN ON THIS PAGE APPUCABLE TO DOUBLE %= ONLY.
ilNC
4. WHEN ANCHOR ANGLE SHOWN Di THE CHART ABM CANNOT BE ACHEVVED,
FEDEWLL 11ANDFACTIIRED HOME
coxsrnucnoN aND snFEtr sraHDaaDS
DISTALLED AN APPROVED STARM PLATE.
JACOBSEN HOMES
NOHCR
DRAY
WINAIID SPMMMONS M AID
DRAWN BY.
M.T.
OATS
06-04-09
REV. LETIER
DRAWN n
NLTERNATE SPACING TABLES
P.O. Box ass
Mmim- AU- kc Gmfwu lm
MAlUd" GF WNUFAC "G
mSAFI�M HAR,FLORIDA 34695
(813) 726-1138
On SA71 W SUAlS AM FORM TO TIE
M=ff FAR V= KNIPM 0 WSF E
M CaGmENTIAL 10 ZW FI= UMM
DRAWING NUMBERONE AD-ID-0010.1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-ODIC TABLE KR AD-TD-0010 TABLE PER A&A -0010 TABLE PER AD-TD-0010 TABLE PER AD-TO-0010 ]ME MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2-0 FOR ALTERNATE TIE—DOU 1MOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE M—DOW R
SEE NOTE 5 FOR
MAX4RM HBO
ENQNER P�RVA�. Oi�NOTES: 0jM&BY I
1. SEE AD-TD-OOIO FOR SPACING TABLES �.•� Q ,•'G\S T ERF • F2 �i l�X '
2. SEE AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE-DORN STRAPS REQUIRED. Q� N o
3. SEE OTHER DETAILS FOR BLOD(ING (PIER) QUANTITY AND OTHER REOl1IIZEMENTS. _ ENE8703571 INC
4. SEE AD-TD-OD01 FOR ADDLTIONAL REQUIREMENTS. - ' v
5. ZONE 2/EXPOSURE V: 6T MAXIMUM HMT •: $ T`T • ty `�`�•
ZONE 2/EXPOSURE V: 44' MAXIMUM HEIGHT 'p '• d 9 2
ZONE 3 OSURE V: 40' MAXIMUM HEIGHT �•i �iP••• 7 �`P' Z. REF. CALCS:
ZONE 3/EXPOSURE V: 36' MA)MM HEIGHT '��'�iFstS'/nD Q• �
� JACOBSEN HOMES rl°zIc> - �RFBO`,, DATE REV. LETTER:
1TiESE s�csTUTlaF1s AND DRAwNcs ARE C.L.Y. 3-27-95
ORIONAL, PROPRIETW AND CONFIOENTIAE DRAWING T1TEE FIGURES 1.0 AND 1.1
„ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACI"G
W_ SLKH MATETMIS ARE PRONOED TO THE
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SKCFX PLMOSM AND UM BE DRAWING NUMBER
PHONE (813) 726-1138 WT CONFaNU& AND SECRET FROM OTFERS AD-TD-0011
i
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOVANG TIE —DOWN SPACINGS
FIGURE 1.0 ®e®py6Baa@ppppBB®
00%��
No 4
cc /4/
TYPICAL CROSS SECTION �cc®S • 0 Fi '� �� �000
SHOWING *TIEDOWNS W. RDOR swslea� TYP. cRpss-uB�at7 ��®;.,%pa $�a - ����0
mcum ANGLE (SEE mom 08) MOM ANIXE (SEE NOTE k%)
FIGURE 1.1
(DESIGN BASED ON 95 1/Y I -BEAU CENTERS AND 96' HGH SIDEWALLS)
NOTES:
1. SEE AD-TD-0010.1 FOR SPACING TABLES
2. SEE AD-TD-0010.1 FOR QUAN17Y OF LONGITM TIE -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANRTY AND OTHER REQUIREMENTS.
4. SEE AD-70-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/E*OS11RE 'C': 67' YAMIUM HEIGHT
ZONE 3/E10 =RE 'C: 56• NAMILIM HEIGHT
6. WHEN ANONOR ANGLE SHDWN ON AD-TD-0010A CANNOT BE ACIUEVED,
INSTALL AN APPROVED STABILIZER PLATE.
SEE NOTE 5 FOR
W11014UY H86NT
APPROVED BY
0 N'
rAN
Jua C.
16,2009
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
REF. CALLS:
C-TD- 215.01 - 215.20
NOTICE: DRAWN BY: DATE nc: NtV. Lt I I
JACOBSEN HOMES 1m sP1>mT,Gs AND RAW= ARE M.T. 06-04-09
ORMAL, PROFRUMY, AM CONFIDENTIAL DRAWING TITLE:
P.O. BOX 388 MATE1OAlS OF 14ODBSEN WANUFAC URING FIGURES 1.0 AND 1.1
DiC 30 NATFAIAS ARE PROMM TO 19
SAFETY HARBOR, FLORIDA 34695 REOP W FOR SF= P WINS AND MUST BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT aNA MOL Mm gnu FROM OHM AD—TD-0011.1
33
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
ANCHOR
MR oft
ANCHOR
WD�
E END
EA END OF
ANGLE
v
.
E� SECTION
IN.
MIN. a
Ea ;<cncN
MIN. e
12'-0'
2
43'
2
55'
r�4
13'-4'
2
1 50'
1 2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
(�
MIN.
WIND ZONE it
WIND ZONE III .
FLOOR
YIN. OTY.
ANCHOR
UK OTY.
ANCHOR
WIDTH
EA. END OF
ANGLE
EA END Y
ANGLE
v
EA SECTION
MIN. A
EA SECTION
uIN. 6
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'4 1
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
ANCHOR ANGLE
LOAD
12'-0'
6'
5-4'
3150j
40'-45'
4'-0'
3150,y,
40'-50'
13'-4
6'
5'-4'
3150p
40'-50'
4'-0'
3150
40'-50'
TES:
ENp;EER� O �•'/���
O��
DAPIA APPROVAL:
1. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS
��� Q' �g T �.
APPROVED BY
2. Sff TD-0013OR MAIDYUW PIER HEIGHTS REQUIRED FOR THE LOADS
;Z No.
AD- D
ENE8703571 =
3. MAX EAVE OVERHANG RUBS TO OVERHANG AT STDEWALL NOT FRONT OR REAR.
=
INC
4. ABOVE TABLES APPLY TO I60' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
�. STATE I-_
� / : ��;
w � `
(9SIA �UINO S�RTF STNOMm
I -BEAM SPACING, � L9h6'� �MuAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OVEALANG MAX EACH SIDE OF UNIT).
, p
���^ •�Q)RN •'���``����
JACOBSEN HOMES
THESE SPEWI naTs ANO DRAWNGS'lARE"
� C.L.Y.
DATE. 5-30-95
REV. LETTER:
P.O. BOX 368
ORIGINAL. PROPRETARY, AND CONFIDEHTNI
MATERIAL$ OF JACOBSEN MANUFACIMNG
we SUCH MAWitkS ARE PROHDED TO THE
"
DRAMANG TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECP(M FOR SxUX P,APOSES AND MUST BE
IQPT CDIfwrk ND SECRET no OTHERS
/jam`
DRAW,NG NUMBER:
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 ZO FOR ALTERNATE TIE—DOTN iMD
ANGLE M GLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE 7Z—DDIN HMD
SEE NOTE 5 FOR
MMIUM HOWT
NOTES:
.....,n������
C�
r...v.....
1. SEE AD-TD-0012 FOR SPAONG TABLES AND NOTES.
FOR OF
�•�`�����. •��FO��'''-,
`��; .�G�STEq�
APPROVED BY�[�,.� '�
AI
2. SEE AD-TD-0012 QUANTY LONGTUDIAL TIE -DOWN STRAPS REWIRED.
Q` No. '�//
/
3. SEE OTHER DETAILS FOR BLOC19NG (PIER) QUANTITY AND OTHER REWIRENENTS
JA(� 'I
4. SEE AD-1D-0001 FOR ADDITIONAL REQUMENTS -
ENE870357 -
5. ZONE 2/EXPOSURE 'C': 30' MAXIMUM HEIGHTINC
ZONE 2/EXPOSURE 'D': 48' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V- 28' MAXII IM HEIGHT
qT^ QF : •� `
r� ACrLW LTW
ZONE 3/EXPOSURE '0': 60' MAXIMUM HEIGHT
�,O,tF • //1/� A� ����`�•
J AC O B S E N HOMES
NO77CK- "li, 6Ttjfj III
THESE SPEMICATION5 AND DRA
L� �r C.L.Y.
TT,a�
DATE: 5-19-95
REV. LETTER:
L I
MONAL. PROPRIETARY, AND aWWENTIAL
MA70ULS OF JAC085EN MANUFAC7lMC
A
DRAWING TITLE:'FIGURES 1.2 AND 1.3
P.O. BOX 368
WC. RKH MAM S ARE MtDV D TO THE
DRAWING NUMBER:
AD-TD-0013
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECPENT FOR SUM RHRPM MD WM BE
IVT ca+Fol>tTUL MD SECRET FROM OTIOM
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-ID-=U IMAL ru w-w-ww iuLL rcn Fu-w wiu arc rvi �u-irw.� ., •.
FIGURE 2.0
SEE FIGURES 1.1
AND 1.3 FOR TYP. CROSS -SECTIONS)
,,,,,,,,, I I r r I TIE„F,,,
(1 pAOVAL . '
DAPIA APPROVAL
I. SEE AD-TD-0010 FOR SPACING TABLES
•' cry NO. �� ?
APPROVED BY
2 SEE AD-TD-0010 FOR QUAIUTY OF LONGITUDIAL TIE -DOWN STRAPS REOUIRED. _
EN-CB703571 __
•
5
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANRTY AND OTHER REQUIREMENTS
-
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
INCFEDEftKWJACIV®rPE 1 V
SIo
JACOBSEN HOMES
NOi7CE:
THESE sPEoncAnONS AND DRAWINGS ARE
ORIGINAL PROMIARY• AND CONFIDENTIAL
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
A
DRAWING TITLE:
P.O. BOX 368
MATERIALS OF JACOOSEN IIAWFACT.IRING
FIGURE 2.0
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
UK. SUCH MAWV-kS WE PROMED TO THE
REOMT FOR S'COM MPOSIS AID TRUST BE
OUT owmtnu Mo SECRET ntm omm
DRAWING NUMBER
AD-TD-0014
36
ADDENDUM.
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS
SIDE NEW or WAIN FRAME
TIE -DOWN STRAP
SEE OTHER DETAILS
FOR TIE-Do11H STRAP
SPECIFICATIONS.
APPROVED ANCHOR IEWED TO
MAIN I -BEAM (SEE OTHER DETAf_S
SEE AD-TD-0200 FOR FOR 11ELDNG) TO BE INSTALLED
RADAIS CLIP DETALS AT WE FACTORY.
(REOWRED THIS LOCATION). (WIN. 31501 WCLONG (DESIGN] LOAD
AND 47251 ULTIMATE LOAD.)
o° GROUND ANCHOR
SEE OTHER DETAILS FOR SIZE,
_I — M1GLE AND OTHER INSTALLATION NOTES
_1
�- FIGURE 2.1
SCUD HEADER (CROSSUEMBER) FRONT VIEW 3' X 3/4. (t 1/2) •MUST BE LOCATED
CUR INTO HEADER WTHN 5' OF MAIN
FOR STRAP ATTACh?IEHT. N.
(FACTORY OJT) CHASSIS i-BEA
F= SEE AO-TD-02DD FOR TSEE AP - RADIUS gyp pC7AIL5¢
RADILS CUP DETAILS I (REOI HIED THIS LOCA1oN
(REQUIRED THIS LOCARON� 1 ).
-1_
5• YAIL • I
T1E-DOWN STRAP
SEE OTHER SIDE YEW FOR 11 T M' STRAP
SPECIFiCATIaNS
GROUND ANCHOR'
o SEE OTHER DETAILS FOR SIZE,
y ° I ANGLE ANO OTHER INSTALLATION kC-S.
y FIGURE 2.2
NOTFS: W4,UY iPPROVAL::*-0- y DAP:A A."OVAL:
+c,
I. SEE AD-TD-OC10 FOR SPACING TABLES S + • j ;; j± _ - - -
2. SEE AD-M-0010 FOR OL'ANITY OF LONCITUDiAL RE -DOWN STRAFS REOU:RED. S •O : C
TAT
... . ....
J. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANRTY AND OMER REWREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOURENENTS.
ACCNOR BRACKET AND TL-DOWN
DDICES ARE CERTIFIED BY DIMS
N071CR CRAWN BY. "7. REV. LITER:
JACOBSEN HOMES TIIZ SPEUXA?DNS AN7 CRAYDAS AM. C.L.Y. 6-13-95
oRQ1AL PAC -Sam. AR) CWICEMT4t: DRAWING TITLE:
P.O. aox 368 YA%RIALS OrJACOeMN W"fACnMIr. FIGURES 2.1 & 2.2
NC SUUI WAULOLS W PROYM TO IW
SAFETY HARBOR, FLORIDA 34695 ammrw ra 9ECFE PIf9= Aw WEST E DRAWING NUWBER*
PHONE (813) 726-1138 RUT Co rm IAL MO sa+ET MOW cHn AD-TD-0015
37
LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAN
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 Q035 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.
GATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART y 59011
(SEE MANUFACTURERS INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
ARPROVED BY
INC.
MANUFACTURED HOME
Cl ION AND SAFETY STANDARDS
NOTICE: DRAWN BY. DATE: REV. LETTER:
-JACOBSEN BIOMES THESE SPECIFICATIONS AND DRAWINGS ARE M.T. 6-12-01
ORIGINAL, PROPRIETARY, AND CMFIDENIIAL DRAWING TITLE:
.,; P.O. BOX 3681• NSUCH
AI RIALSJACOARCSEN NANMF'ACIURTHEING LONGITUDINAL STRAP ATTACHMENT
INCC. suCH NATEPoALS ARC PIIONDED 10 THE
SAFETY HARBOR. FLORIDA 34595 RECIRDIT FOR SPWIC PURPOSES AND MUST BE DRAWING NUMBER: AO-TD-0016
PHONE (727) 726 F�
—1139 1 CONF10ER11AL AND SECiiEI FROM OTHERS J
38
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
ANCHOR
UK oly.
ANQIpt
v
VADTH
EA END OF
ANGLE
EA. END OF
ANGLE
s�
^ O v
EA sEcnoN
ua. a
EA SECTION
uw. e
10'-0'
2
44'
2
56'
12'-0"
2
57'
3
42'
13'-4'
3
38'
3
50'
VERTICAL TIE -DOWN / FRAME TIE-DOW- N SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBI. HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
10'-0"
12"
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0"
12'
4'-0'
30001
40'-50'
4'-0'
31501
40'-50'
13'-4"
12'
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE it
WIND ZONE III
FLOOR
MIN. OTY.
ANDiOR
UK OTY.
ANCHOR
WIDTH
EA. END CF
ANGLE
EA END OF
ANGLE
sU
�O VV
EA SECTION
MIN. a
EA sl=cnoN
MIN. e
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBI_ HEIJ
LOAD
ANCHOR ANGLE
SPACING
0& o�
ANCHOR ANDS
10'—D"
12"
4'-0'
3150#
40'-50'
2'-8'
3150#
40'-50'
12'-0"
12'
4'-0'
3100#
40'-50'
2'-8'
3150#
40'-50'
13'-4"
12'
4'-0'
3065a
40'-50'
2'-8'
30001
40'-50'
NOTES:
ENQNW�� G'°AbQ`C�' A I
VAt5 tD BY
1. OFFSET SECTION n1TH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
,Q.,.�G\S T �pC •, `'
REVISED
THE ADJACENT SECT1014 (JUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
+
Q �• • �''• 3
W1 TH THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
. h .. -
S E P 0 9 15
BE TIED DOWN IN ACCORDANCE INTH THE NORMAL SPACING TABLES (AD-M-0010).
; +.
2. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
/.A!/- bt-. '' �4r`�
INC.
3. SEE AD-M-0021 FOR MA1aMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
.���+'•, FED
2AL MANUFACTURED HOME
ABOVE.,�����Ftj'S•��}Qr'.����`��
CONSTRUCTION
AND SAFETY STAND
JACOBSEN HOMES
NOTICE: �>>IJIFI
THESE SPECInCATIONS AND DRAW.NCS ARE
jt" :
R.R.
DATE:
8-27-96
REV. LETTER:
❑�
��,
P.O. BOX 368
ORIONAL. PROPP.IETARY, AND CONTTOENUAL
MATERIALS OF JACOBSEN MANUFACTURIIIC
INC. S1JCH MATERIALS ARE PROVIDED TO THE
DRAWING TITLE:
OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 3s695
PHONE (813) 726-1138
RECIPIENT rat S'ECrIC PJVOSES AND MUST BE
PUT C"IDE1DAL NO SECRET FROM OTHERS
DRAWING NUMDER.
AD-TD-0020
DS.
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 TIE -DOWN MMOD
IYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
M"ll HBGHT
ANGLE ANU
FIGURE 3.1
SIX FIGURE 6.0 FOR ALTERNATE TTE-DOWN XMIDD
[TARES ON AD-M-0020 DO NOi APPLY
M MY STANDARD NULTI-WDE SECTIONS
OF THE UNR -SEE NOTE 1. AD-TD-0020.]
TYP. FLOOR SYSTEM--7 III nP. CROSS-MnUR
ANCHOR ANCIE ANM AW
FIGURE 3.2
Ul�6Q TE 07 TIE -DOWN MOD
NOTES: �.��'�"�•;Y+...,"CO "��� vnnn nrrrcuvnL
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). ��O•Q�.G\ No AF02��'- APPROVED BY
%2. SEE AD-TD-0020 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. .
(OFFSET SECTION ONLY) ENE8703571 s
3. SEE OTHER DETAU FOR BLOCI NG (PIER) QUANTITY AND OTHER REQUIREMENTS. _ iN�I• i
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. INC,5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT �9O•�• / .� F�umrAcrult�FeMe ( v
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (31' ®24' WIDE MIN.) '�i ��t` :Y�r�'\����!T�ArosvElrsWpwpp
ZONE 3/EXPOSURE C: 32 MAXIMUM HEIGHT
ZONE 3/EXPOSURE '0% 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) �NAI � �`%�```
FD=JACOBSEN
HOMES
N071C1:
THESE SPECIFICATIONS AND DRAWINGS ARE
DRAWN BY:
C.L.Y.
DATE:
5-11-95
REV. LETTER:
DONE]n
P.O. BOX 368
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE--
FIG. 3.0, 3.1 & 3.2
��
SAFETY HARBOR. FLORIDA 34695
REEOOPIENT FSUCHOR �CFICS MOOSESS AM AM TMi ST BE
H
DRAWING NUMBER:
PHONE (813) 726-1138
KEPT CONFDENTIAL AND SECRET FROM OTHERS
AD-TD-0021
40
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
...wunrr,..
NOTES:
1. SEE AD-TD-0020 FOR SPACl6, TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0020 FOR OUANITY OF LONOITUDIAL TIE-DONN STRAPS REQUIRED.
(OFFSET SECTION ONLY) -
3. SEE DIM DETAILS FOR BLOOM (PIER) QUANTITY AND OTHER REQUIRD@rTS.
4. SEE AD-TD-0001 FOR ADDITiCr:AL REQUIREUENTS.
tJACOBSEN HOMES
P.O. BOX 368
SAFETY HA.Rc��. FLORIDA 34695
PHONE (213) 726-1138
• Q No.
FFNE8703571_
•��
NOTICE TURAISN BY:
THESE SPEOFICATIONS AND DRAIMNGS ARE
CRIONAL PROMETARY. AND COWOENTIAL
MATERIALS OF JACOM YANUFAC?"G
DIG SUa MAMaALS ARE PROMOED TO THE
REMM FCR 91EC►Y PJMZ Me WSI K
IVT CCNIDDITLIL MO SECRET FRQI OTIM
C.L.1'
APPROVED BY
Nlpll
�,r5NG
rr:T� �urs�rnr�a N7E
wn,wc+,a,no s,rtn sTKcw
5-11-95 REV.1FTM
FIG. 4.0 A
AD—TD-0022
41
ADDENDUM 1��g
I TIE -DOWN SPACING TABLES
ALTERNATEUNIT�
I &III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE 11
WIND ZONE III
MIN.
ANCHOR
MIN OTY.
ANCHOR
FLOOR
WIDTH
EA. END OF
N
EA END OF
N
O�
EA. SECTION
MIx.. a
EA SECTION
MIN. -e
20'-0'
2
36'
2 45'
24'-0'
2
46'
2 60'
1
1
25'-4'
2
50'
2 67'
26'-8"
2
55'
3 30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
D
ANCHOR ANf1E
SPACING
DBL HEAD
LOAD
ANCHORANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0*
36701
20'
4'-0'
3900#
20'
24'-0'
12'
4'-0'
37001
20'
4'-0'
3950#
20'
25-4'
12'
6'-8'
40001
1 15'
4'-0'
39505
22'
26'-8'
12'
6'-8'
39501
1 28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. Ott.
ANCHOR
uul Ott.
ANCHOR
FLOOR
WIDTH
EA END OF
ANGLE
EA. END OF
O�vv
Ell SECTION
uDL a
EJ� SEcnaT
K
uw, e
20'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
1
254
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
I N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPADNC
�" HEAD
ANCHOR ANGLE
SPACING
HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
LOAD
LOAD
20'-0'
12"
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12"
4'-0'
4000#
27'. , ,,,,,
, N/A
N/A
N/A
NOTES:
ENa,EIz;R�YAL•D��'�/n�
DAPIA APPrZOVAL
I. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS.�
No.G`STt
2 SEE AD-TD-DO31 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
;• EIi\E8703571
ABOVE
a _
3. 20 BIDES -82' MAXIMUM I -BEAN SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0D31).
1; ,N� J1�. ,• `\�.�`
C'�
-Al
_..._.....�.....
A I
JACOBSEN HOMES
NOmcn 'frier F9RAW
TT�sE snancATm AND DRA-=
C.L.Y.
DATE
6-13-95
REV. LETTER:
n ALT. SPACING TABLES
MATTERI" ALS �rAc es�x MANUMD 'MIUL CIURWGG °�N1NC
P.O. BOX 368
ING SUaF MATERKS ARE PRONDM 70 TWE
NUMBER:
AD-TD-0030
SAFETY HARBOR. FLORIDA 34695
PHONE.(813) 726-1138
REnPRNT rOR SFECFX RXRPOSS W MAI K DRAVANG
IVT taa MTLAL AND SEDIET FROM Onus
42
�0*
goo°� �
I '�
VM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE —DOWN
SYSTEM(S)
SEE NOTE 4 FOR
MAZU HEIGHT
4. MAX. INSET FIGURE 5.0
._ L SEE FIGURE 1.1 FOR RECOM5MED M-DOIN, WHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TEEN USING THIS TIE -DOWN C0h'67GUR1TION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR TIT'H A DESIGN LOAD (TORKING LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,0DO POUNDS MUST BE USED. AN EQMnANT ANCHOR 9=0 THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
DOTES:
1. SEE AD-TD-ODOI FOR ADDITIONAL P,EOUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUAIJTITY AND OTHER REOUIREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-DO30).
4. ZONE 2/EXPOSURE 'C': 3X MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 27' MAIOMUM HEIGHT
ZONE 3/EXPOSURE 'C': 30- MAX9WM HEIGHT
ZONE 3/EXPOSURE '0': THIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE TE-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH Expcv RE 'C' AND EXPOSURE 'D% HOWEVER, BY
INSTALLING THE FRAME TIE —DOWN STRAPS AT THE 'OUTBOARD' I —BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
No.
• �:;NE87035 i 1
rloTTce . C.L.Y. 6-13-95
rn tORAWN BY: DATE REV. LETTER:
JAC 0 BS E N HOMES T rsE sPEananONS AND DRAWNGS ARE
MONAL. PROPRUARY, AND cONnDeirim DRAWING TITLE:
LRI LIATERIALS OF JACOBSEN UNWACTNG FIG. 5.0
P.O. EOX 368 nr SUCH MATERws ARE PROYM TO THE
SAFETY HARBOR. FLORIDA 34695 KCPI NT FOR SrDnC PLxroSES AND NDST BE DRAWING NUMBER:
m PHONE (813.) 726-1138 iur comrmnu no moo n1Du oTHm AD—TD-0031
43
�E
ADDENDUM
` �C (�
n� �QS U�OI
VCR Tt,p0VM �tSo1y ALT. OFFSET UNIT TIE -DOWN SPACING TABLES 6 O
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
milli
WIND ZONE 11
WIND ZONE III
YIN. CITY.
EA. END OF
A SECTION
ANCHOR
ANGLE
YIN. A
MIN. CITY.
E END OF
EA gCl10N
ANCHOR
ANGLE
YIN.. B
r v
FLOOR
IMDTH
20'-0•
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
j
25'-4'
2
45'
2
58'
26'-B'
2
48'
3
37'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
� HEAD
LOAD
ANCHOR ANGLESPACINGDBL.
HEADLOAD
ANCHOR ANGLE
FLOOR
WIDTH
SAVE
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'
254
12'
4'-0' 1
40D0 j
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
4'-0'
4DO01
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE 11
WIND ZONE III
YIN. OTY.
EA. END
ANCHOR
ANGLE
YIN CITY.
EA. END
ANCHOR
LE
(�
FLOOR
�Q
WIDTH
O
EA SECTION
MIN. a
EA SECTION
IN.
um. e
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'
1 3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
D o
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
264
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40DOI
20'-30'
2'-B'
4000#
20'-30'
254
12'
4'-0'
4DDOJ
Z,S'-30'
S-2'
40001
15=30'
26'-8'
12'
4'-0-
40DOI
25'-30'
3'-2'
4000#
25'-30'
NOTES
ENGINEER `I_�`�iVflllll111////�'
DAPIA APPROVAL
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL DaENDwC BEYOND THE ENDWALL OF
�"��``X C.
- ...O''���,�
PPROVED BY
THE ADJACENT SECTION MUST BE TIED DOYM AT THE MARRIAGE LINE IN ACCORDANCE
...
�•� E,9 . CCif_
MATH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO
�Q•�G\Si
? Q ni0 O '. Z
r
JUN 1
IN AINC
BE TIED DDLYN IN ACCORDANCE MTH THE ALT. SPACING TABLES (AD-TD-0030).
_oc—_
E
—
—2
SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
ST r.=11L
{� z
.,_,
CL%4 •.. v+'.. %d in SSMCMIW
3. SEE AD-TD-OD33 FOR MAXIMUM PIER HEIGHT REOUIRED FOR THE LOADS TABULATED
ABOVE
JACOBSEN HOMES
NOnCF-':
1HESE SPEanco NS AND DRAMNGS �AIK
„`,,a aaaa
C.L.Y.
DALE:
5-30-95
REV. LETTER:-
DRAMNG TITLE:
ALT. SPACING TABLES
HE P.O. BOX 368
COUNAL. PROPRIETARY, AND OON MTIAL
MATERIALS OF JACOB" MWACTLRDIG
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
NC. SJCH ARE PRMO TO THE
IMMMir rCR S C KRPM No WM 6E
IVT OWWTIAL AND SEW n= OMM
DRAYIING NUMBER:
AD—TD-0032
44
v�Aa E
1 ��Srp._-{o;xs. ADDENDUM
5 ►;10�
iv
pR5 gEQ
ALTERNATE TIE -DOWN SYSTEM
4000�
TYP. CROSS SECTION(S)
SHOWING PEDOWNS
MCLE ANGLE
FIGURE 6.0
SEE FIGURE 11 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
LUU m ITOIT
(TABLES ON AD-1D-0032 K& APPLY
R1 THESE STAHDARp YIATF-►CE SECAO6
OF THE UNIT -SEE NOTE 1, AD-7D-M3z)
TIP. FLOOR SYM-7 I r TIP.
ANCIIGII ANGLE mom ANGLE
FIGURE 6.1
SEE MURK 3.2 FOR RECOMMEND® TIE -DOWN MOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TIES M-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TIM A DESIGN 1DAD (TORKM LOAD) RATING OF
4,000 PCUNDS AND AN ULTOLATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVD.AWT ANCHOR MEEONG THE ABOVE SPECIFICATIONS MADE BY
ANOM MANUFACTURER MAY BE USED IN LD:U OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DON SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010).
(ALSO SET: AD-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HDGHT
ZONE 3/EXPOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXILIUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL 1BNO ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0', HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD'I-BEAN THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
C. DOF� *,,,
No. AFo �y
. E;NE87015
r ST,4Ta(Qf \a`�.`
JACOBSEN HOMES TNESE SPEOMATIONS ANNOMD DRAWINS AM
40 W"E'��� CLY
. ORIGINAL. PROPRIETARY, AND CONFIpENTNL DRAWING 11M
P.O. BOX 368 MATERIALS OF JACOBSEN IUNUFACTLONG
„ SAFETY HARBOR, FLORIDA 34695 RE01WaFOR SPEECFIC ARE PRD�s NO Lost BEE DRAPING NUMBER:
PHONE (813) 726-1138 IQPT CONFODITIAL AN) SECRET IROM OWERS
DAPIA APPROVAL.•
►PPROVED BY
0 00or .mod 1 5
:.-��
Al NG
ri..1--oo..z wm s. rovo
DATE: REV. LETTER:
5-30-95
FIG. 6.0 & 6.1
AD-TD-0033
45
ADDENDUM
ALTERNATE TIE—DOWNT SPACING TABLES
ZONE II & III/EYP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
i (+�
MIN
W'ND ZONE II
WIND ZONE III
UK OTY.
ANCHOR
UK OTY.
ANCHOR
r j
FLOOR
1V
WIDTH
E END OF
EA SECTION
AN
YfN. 0
EA END OF
EA SECTION
ANGLE
YIN. 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
SPACING
DOL HEAD
LOAD
ANCHOR ANGLE
SPAONG
DBL HEAD
LOAD
AN04OR ANGLE
FLOOR
WIDTH
EASE
OVERHANG
6'
4'-0'
37501
20'
4'-0'
39001 T
22'
13'-4-
6'
5'-4'
38501
25'
1 5'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN.OTY.
ANCHOR
VIN.OTY.
ANCHOR
FLOOR
WIDTH
EA END OF
N
EA END OF
O
EA SECTION
YIN.. A
EA SECTION
IN.
Pill B
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 HEAD
LOAD
ANCHOR ANGLE
SPACING
DBHEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
39501
25'
2'-8-
3930@
20'
13'-4'
1 6
4'-0'
39601
25'
2'-8'
4DO01
30'
THIS ALTERNATE APPLICATION REQUIRES ffl0 POUND ANCHORS
j11.4
NOTES
ENdta;titr L `PRt�OF 1/,4
DAPIA APPROVAL
I. SEE AD-ID-0001 FOR ADDITIONAL REOUIRZMENTS
``` O?' G \ .9 0 •
2 �
APPROVED BY
MAXIMUM
2. SEE AD-TD-DO36 FOR PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE
_� No.
ENE3703571 •':
_ =
�•
�N 1 5
rfIINC
_-7N
3. MAX. EAVE OVERHANG REFERS TO OVERHANG AT SIDEW'ALL NOT FRONT OR REAR.
—
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144- FLOOR WIDTHS WITH 95 1/2-
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HOGHT AND 6' MAXIMUM SIDE
6
% �L9 '•. / `
'.,�'�� ��DI �•''���``��
� �� n
OVERHANG (6' OVERHANG MAX. EACH SIDE OF UNITS
JACOBSEN HOMES
N077CE•r;
,HEs� SPEM7F1CA110N5 AND 11RAtlNLS AREE
(]THIN
� C.L.Y.
DATE
5-30-95
REV. LETTER
DRAWNG n1lF ALI SPACING TABLES
P.O. BOX 368
Opp
Ur TMA POFJA OMT. AND MONIll)DITLALxrACIMNG
OF N YAlVM TORIHC
A
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
C!G SVCN YA1EiCI15 ARE PRO110ED TO THE
PC SUCH RLALS A
KOMT FCR SWIC PMPM NO YFST BE
OUT CpdWnAL roe loin n= Otters
ORAYANG NUMBER
AD—TO-0040
CI1
�000�
Rvq1� I ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
A4aE ANDS
FIGURE 7.0
SEE FIGURE L3 FOR RECOMIDED TIE-DOTN METHOD
HOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
WDSIUM HDLHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TLE-DOTN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TIE A DESIGN LOAD (TORiING LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUIYI,ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS NUDE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOLL
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/ExPOSURE 'D': 28' MAXIMUM !EIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDI7IONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOMN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD'I-BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
�O ►S TE9 ' �F
No. Fo'2
DAPIA APPROVAL:-
APPROVED BY 10
`IN 14 5
INC
co.. .•u Nvwm5tv0N"
JACOBSEN HOMES
P.O. BOX 368
„
THESE SPECIFXATTIOON�5 AND DRAURM ARE CIR�
DRICINAL. vROPiELTARt: AND CONFEENTUL
MATERIALS OF JACOBSEN MANUFACRAUG
HG SUCH MATERIALS ARE PROMOED TO THE
11R�`�`' C.L.Y.
GATE 5-30-95
REV. LETTER:
/�
H
DRAWING MIL-
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
PHONE '(813) 726-1138
RECIpm
g�►RO
DRAWING NUMBER:
PVTOON�OI� Ak AND OVER
AD-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 31501
Y MINIMUM (DESIGN LOAD)
DETAIL `B'
NOTES: E�
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE '
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
-BEAM
LL DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TO-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL TC'
THIS TYPE OF PROTECTION MAY BE USED FOR
;�q.3RNAP LONGITUDINAL TIE CONNECTIONS ALSO.
[now nr�yr�a= - �F - - -.s
. Q No. o
910334
STATE OF :cc -
IE D AND OTHER!
�� JACOBSEN HOMES NOTICE
THESE sPEaFIaTIDITs AND DRAMINCS ARE
CIRIONAT, PRDPRF:TARY. AND CONTDENT1AL
,P P.O. BOX 358 UATERIALS OF ACOBSEN ►IAMNACTURING
SAFETY HARBOR, 'FLORIOA 34695 NC. SUDi YATEDALS ARE PROVIDED YO TI£
ftEMOT FOR SPECFIC PURPOSES AND MVST BE
PHONE (813) 726-1138 KEPT CMMMT14 AND SEMI M OTFERS
DRAWN BY:
M.T.
DRAWING
TIRE:
DAPIA APPROVAL:
APPROVED EY
g�V`
11M.
FMEAAL LMUFAMM "Mrt ,-
- NOV 2 4 1998
DATE REV. LETTER:
11-18-98
MISC. TIE -DOWN B
AD-TD-0050
48
ADDENDUM �g�s
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
O v
MIN.
FLOOR
WIDTH
WIND ZONE II
HIND ZONE III
mN CITY.
EA END OF
Ell SECTION
ANCHOR
ANGLE
YIN. B
YIN CITY
EA. DID OF
EA SECTION
ANCHOR
ANGLE
UK B
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZO!4E II
WIND ZONE III
SPACING
DSL HUD
LOAD
A400 ANGLE
SPACING
BL WA
D LOAD
ANCHOR ANGLE
6'
6'-9'
3150j
41-46
5'-5'
3150p
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
�0
MIN.
FLOOR
MOTH
WIND ZONE II
HIND ZONE III
►. Orr.
EA. END OF
Ell SECTION
ANCHOR
ANGLE
YDL 9
YIN. Ofl
EA. END OF
EA. SECTION
ANCHOR
ANGLE
-1RN. 6
30'-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DB O DD
ANCHOR ANGLE
SPACING
D LOAD L HEAD
ANCHOR ANGLE
30'-8'
6'
4'-6'
3150i
46-50
4'-0'
31501
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
y
REF. ckcs. 14,01— qj-. (O
,,I1�IIIIILIFy,,,
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS
2. SEE AD—TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE •
EN P
�G�STERF •. �i�
• e No. o'•. _
91�334
{'� moo
DAPIA APPROVAL,.., 0 S W
APPROVED BY
'� '.• STATE Off*
INC.
i1DEMl WhU1AL'ID�EDIOE
JACOBSEN HOMES
■
P.O. BOX 368
„ SAFETY HARBOR, 34695
PHONE 727 FLORIDALORIDA38
( )
NOTIC
THESE sPEa►CATOS AND DRAWNGS ARE
ORIGINAL, PROPRIETARY, AND WimENTIQ
MAIERIALS OF JA 08SEN LiM"ACIURING
mG SUN MATERIALS ARE PROWDED 10 INE
RECAEHT ICH SKCFX KRMS Am uMS,
IVI CaNloo M AHD SEGO Mou oTlM
AWN BY:
M.T.
DATE:
2-8-99
REV. LETTER
DRAWING TITLE:
NORM. SPACING TABLES
DRAKINC NUMBER:
AD—TD-0070
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEYHON
SHOWING TIE -DOWN SPACINGS
.� roc +. lu wlv IAML mK W-iv-inv IAML tvc w-Iv-unU unit nx N-ILUMO MIX PER AD-TD-0010 TAKE MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET ANCHOR
ir IN -FROM
OF HOME (1
FIGURE 10.0
SU FIGURE 20 MR ALTERNATE M-DOWN METHOD
FIGURE 10.1
SEE FIGURE 50 FOR ALTERNATE TTFrDOWN METHOD
REF. CALLS.
s
z SEE NOTE 5 FOR
MAXOINY HNIT
N
MANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES
E1`�vEj(�QIPPS 1 EA •-ce� �.,
DAPIA APPROVAL.
1. SEE AD-TD-0070 SPACNC
::e�C� No. Fo •'
FOR TABLES.
_�
APPROVED BY
2-SEE AD-TD-0070 FOR QUANTTY OF LONGIIUDIAL TIE-DOW STRAPS REWIRED.
910334
3. SEE OTHER DETAILS FOR BLOCKNG (PIER) QUANTITY AND OTHER
REWFOENT5.
ope
SO-. OF
'�N
r14
4. SEE FULL ADDENDUM FOR ADDEDONAL REOURBAENTS.
STATE
5. ZONE 2jtXPOM V. 56' MAMUM HEIGHT
S �Q •'., / r
A
INC.
ZONE 2AXPOSURE V. 40' MAXIMUM HEIGHT
ZONE 3/EAMIRE V. 56' MAXIMUM HEIGHT
-. D I .. /.
...`'
FEOEF�gNACUKO° HOW
r
ZONE 3/E10P0511RE V: 40' MAXOYUY HEIGHT
����s/•.
►���%
JAC O BS EN HOMES
r1ONS AND fS
„� srEaTCATloi+s ) oRA NARE
DRA
M. T.
DATE
3-1- 99
REV LETTER:
DEAD
„
P.O.LiE] Box 36E3
CFMAL• PROPRIETARY, AND CONv:oEr'ITUt
MAWaALS of ACOBSEN UANUFACTURRIG
DRAWING 71TLE:
FIGURES 10.0 AND 10.1
SAFETY HARBOR. FLORIDA 34695
INC. SUCH MARER7ALS ARE PRO IDEI) M THE
REOPFx1 FOR SPECFIC AFFOSES AND MUST BE
DRAWING NUMBER:
PHONE (727) 726-1138
I¢rT CONFDEKW AND SECRET FROM 01 EM
AD- TD-0071
50
ADDENDUM. �g�s
NORMAL —
TIE DOWN SPACING TABLES &.
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
KIND ZONE III
�O
BOOR
WIDTH
k OOTY.O
EA END OF
EA SECTION
ANCHOR
ANGLE
1LRL s
k OTY.O
EA. SEC ON
EA. SECTION
ANCHOR
ANGLE
EE
wN. D
15'4 .
3
45
3
35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANGLOAD
SPACING.
DBL
aHm ANU
SPACING
° R_ HEAD
LOAD
ANCHOR ANCIE
154
6' EACH SIDE
6'-10' 1
31501
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE —DOWN SPACING TABLE
MiN.
WIND ZONE II
HIND ZONE III
FLOOR
QTY.
EA, END OF
EASECTION
ANGLER
ANGLE
MIN. B
OTY
EA. EMI O
CA. SECTION
ANCHOR
ANG
LEWDTH
MIN.9
15'-4'
3
30
4
35
�0
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
HIND ZU4E 0
WIND ZONE III
SPACING
DOL tD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD LOAD
AMU
FLOOR
WIDTH
EAVE
OVERHANG
15'-4'
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. C wd —�2, G(2 . (�
. ,nuuru
NOTES:
I. SEE FULL ADDENDUM
2. SEE AD-TD-0073
TABULATED ABOVE.
I MAX EAVE OVERHANG
4. ABOVE TABLES
I -BEAN SPAONG,
OVERHANG (6.
FOR ADDITIONAL REWIRE1dINTS.VP•'v�STERF'�!
FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
APPLY TO 184' FLOOR WIDTHS WITH 95 1/2-
96' MAXIMUM SIDEWALL HEIGHT AND 6' MA)DUUM SIDE
OVERHANG MAX EACH SIDE OF UNIT).
ENa`fra OVASI�( yf,F',�,���
No. O s
910334
1 =
ohs •• 7� —
� `
-o • STATE OP
: '� •• •:�+��
�'����'•• P''\�����
' s•.
i
DAPIA APPROVAL:W 0
APPROVED BY
NIP I NC.
AwwtTwova
f8
■�
JACOBSEN
HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI "rTr
THESE sPEancAnoNs AND DRAxrOs ARE
CRIONAL. PRDPRIETARY, AND COWIDENTIAL
MATERIALS 0P .uC08SEN MANUFACTURING
IHC SUCH MATERIALS ARE PROVIDED ID THE
REC nINl Eat PPEUX PURPOSES AND UZI BE
►iPT cONnDENnAL AND SECRET rRoM onM
rt BY:
M.T.
DATE:
2-8-99
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
DRAWING NUMBER:
AD-TD-0072
51
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TIE-DOW YE(FIOD
SEE NOTE 5 FOR
MAXIM HEIGHT
N
FIGURE 103
SETT ANCHOR HEAD
IN FROM S� WINDZONE III
OF HOME TTP.) .
110 MPH
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN METHOD 20 PSF ROOF
10 PSF D.L
REF. CALCS Gf92
..►TunrrrU�...
NOTES: ENG�IIIiT;,PRfWAC r �[ fy�: '�i4 DAI'U APPROVA'
�,�..•��sTEq' •.<< ''
1. SEAD-1D-oo72 FOR SPatWiC rABIES AND YO1Es. z APPROVED BY
: 'Q� NO. �0 ••
2 SEE AD-TD-0072 FOR OUANITY OF LONLTTUDIAL TE-DOWN STRAPS REWIRED. 910334
ON 14
3. SEE OTHER DETARS FOR BLOCKM (PER) OUANTITT AND OTHER REOUIREMENTS •:
4. SEE RILL ADDENDUM FOR ADDITIONAL REOUIRDJENTS
r. -o • STATE OF :'�
5. ZONE 2/ X OSIK V: 56' MAXIMUM HEIGHT INC.
ZONE 2"OSUtE V. 56- MAXIMUM HEIGHT �P • • , / P �' rPDErra rNUR cru�rcr�
ZONE 3/b�OSURE V: 56' MAXIMUM HDGHT
ZONE 3/bPOSURE V.- 56 MAXIMUM HEIGHT
J AC O B S E N HOMES THESE SPEaFKATIONSICRY AND DRA ARE Y. M.T.7DA 3-1- 99 REV LE'
ORraNAr. PROPMETARY, AND COWDEENTIAL DRAWING TITLE:
W P.O. BOX 365 MATEMALS OF 44COOSEN MANDFACRWRIC FIGURES 10.2 AND .10.3
w- SUCH MAmdALS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 REOWNT FOR SlWX KWOSTS AID WIST BE DRAWING NUMBER
PHONE (727) 726-1138 PUT CONNDETrOAL AND SED011M OTHEM AD—TD-0073
52
ADDENDUM
�R�s
OFFSET UNIT - TABLES
EXP.PCC&
ZONE ITIE-DOWN
& III D
/ - 1
LONGITUDINAL TIE —DOWN SPACING TABLE
�+1
MIN.
WIND ZONE II
WIND ZONE Ill
FLOOR
ANCHOR
LAND
ANCHOR
WIDTH
A, DQTT.O
EA.
Ell END ff
ANfAE
SEC O
EA sEcnaN
IN.
IIIL a
EA. sEcnon
IOL e
O
12'-O'
3
47'
3
61'
13'-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE III
SPAING
DBL LOAD
ANCHOR ANGLE
SPAM
DBL.
maim ANGLE
WIDTH
OVERHANG EAVE
12'-0'
'12'
5'-0'
31501
40'
4'-0'
31501
39,
13'-4'
12'
5-0'
31501
41'
4'-O'
30001
a
15-4'
12'
5-0'
31501
43'
4'-0'
30001
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE 11
NPH. QTY.
ANCHOR
HAN QTY.
AN
FLOOR
v
MOTH
EA 00 OF
ANGLE
END OF
ANGLE
O��
El SECTION
MIN. a
U SECTION
MILe
12'-0'
4
45'
4
60'
13'-4'
3
45'
3
60'
154
3
45'
3
60,
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN,
MAX,
WA ZONE I
WIND ZONE 81
SPM
A
ANCHOR ANGLE
SPAM
A
moo ARM
1 �
OVERHANG
12W
12'
4'-0'
31501
40'
S-0'
30001
x
IS-4'
12'
4'-0'
30651
41'
3'-0'
30001
39'
15-4'
12'
4'-Cr
30651
43'
3'-O'
41'
NOTES: A66 - C4I,GS, C-S� - I!6 01- �(, ,1Z
ENaNmL �iji�YAlEa D��r,,�`
REF. cALcs C- a- 17,.01 -)
v.
17r p
1. OFFSET SECTION PATH THE MARRIAGE LINE WALL EXTIMM BEYOND THE EIDWALL OF
THE ADJACENT SECTION MUST BE TADOWN AT DOAT 1HE MARRIAGE LINE ACCORDANCE
sVG`?`� •�`O`,A''a►
• � ' ••'�
�'�D BY
y. Y,ii�q� :yd,
;
G F
VAIIH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTiON(S) ARE TO
BE TED DOWN IN ACCORDANCE LATH THE NORMAI. SPAM TABLES (SEE AD-TD-0010
JUN h
FOR 12'-0' & IS-4' VADES, AND AD-TD-0070 FOR IS'-4' wffsS
2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREIIFIJIS
#A a +
INC.
I SEE AD-TO-0081 FOR MMMUM PIER HEIGHT REOUIRLD FOR THE LOADS TABIAATED
ABOVE
�. .•J ��
AL AL MANUFACTURED HOME
FANDARDS
JACOBSEN HOMES
NOTICE
� sKImm my DIM. '�'
•
:azbosswo ,1.T.
DATE
6-8-04
W.V. LETTER.
OKAYING TIAL.
OFFSET SPACING TABLES
P.o, eox 38e
CaGINA. PROf�NE W, W
"70"s � JACom YAIAJF
To
A
SAFE HONE (7227) 28-1138TY HARBOR, FLORIDA 34695
A
K W Y11� ARE
I"T NO
-
ORILINNG NI�JBER AD-TD-0080
53
ADDENDUM
OFFSET UNIT
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOYWNG TIE -DOWN SPACINGS
TIE -DOWN SYSTEM
FIGURE 11.0
SBB Fi m 4.0 wit eIs&tN s M-DOWN VMD
S SECTION(S)
TIMMS
DZ5FE
mow
[TAB Of 0-1D-m an MY
10 Im STANDARD mmi-m SFEYCIIS
W 11E W -SE NDE I, AO-M-M]
M FLOCK SIM
1• I— AN1 HM MCLE
r- 141Gl - 14, a
m
TV.
ANM ANOE A
�C �uC4 �
FIGURE 11.2 , r/,08
g FDB 16MEM W-DONN IDMD
OTF.S:MAW
� +� DAPIA APPROVAL-
1. SEE AD-M-M FOR SPACING TABLES (OFFSET SMON ONLY �~~!,a,}Y Y Fi � d� PPROVED BY
2 SEE AD-TD-M FOR OUANTY OF LONOMIAL TIE -DON STRAPS REMO. ' l j •'• K
G
(OFFSET SECTION ONLY) lo.00454'e
3. SEE OTHER DETAILS FOR BLOCIONG (PO) QUANTITY AND OTHER REQUIREW?HTB. '. JUN
4. SEE AD-TO-M FOR AOO TWAL REQIlFtE MTS. O�' �} M I N C
5. ZW 2/EWOSIRE V: 48' MAXVA HECHT • w
ZONE 2/E�OSIRE V. 46' MAXWM HDOIT-36' FOR 12'-0' WIDE LINTS 9�.�•. fib,. P; •'• a� ERAL NUFACTUREDHONIE
ZONE 3/E7lP06URE V. 48' MMUM NOGHT �� � '•• {�1� •• �ti �~ RUCTIONANDSAFEfYSTANDAROS
ZONE 3/FJPMK'D': 40' MAXIM HOQHT 'r PC. n C As`_'1-0,
JACOBSEN HOMES
NOTIM-r`';R,ARAYWRY:
,� SKaWATOG AM DRANMGs ARE
�•T.
DATE
6-8-04
REV. LETTER
Box
MGMAL. PROPHLTARY AND CQFMUX
HAIMU OF dACOeSEtF UMMACRlIdIG
DRAWING TITLE:
FIG. 11.0, 11.1 & 11.2
V
P.O. 368
AM PROEMW
H
SAFETY HARBOR, FLORIDA 34695
► FOR � I N BE
DRAIN '
PHONE (727) 726-1138
IDPT DO n"PIL AND SECRET no Oum
AO-1D—Q081
54
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM
-����--41 lit
MEN
WAIL PIA AD-TD-OOED TABLE I TAR ' PER AD-T-OD70 IABLF PER AD-M-0070 TABLE PER AD-TD-DD70 TABLE MA1C
OFTSET SECIION OF LOT OR ADID-0010 TABLE CR AD-ID-ODID (ABLE OR AD-WOMD TABLE
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
i. SEE AD-TD-OM FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0080 FOR OUANITY OF LON07UDI& TIE -DON STRAPS REWIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS.
5EL5 �fICGS, pis,
SECTION
No. Fo
910334 y
-0 STA►1 L or-
DAPIA APPROVAL
,.c_•r_ v,?_'ram ' ". - ,.__
I,
if'iSIR0C 10iv' AcDSAr':EIYS A
JACOBSEN HOMES THESE SPECHxATIONSHOTEAND DRAMNGS ARE DRAWN BY: R.R. DATE: 5_9_0
' REV. LETTER;
CRIGWAL PROPRITARY. AND CCfi1DENTIAL DRAWING TITLE:
YAIERIALS OF 1RCOBSDi MANUFAC1l1RW
P.O. BOX 368 W_ SUCH MA" ARE PRONDED TD DIE FIG. 12.0
MAMA"
SAFETY HARBOR. FLORIDA 34695 AECROIT FOR SPECINC PURPM5 AND MUST DE DRAWING NUMBER:
PHONE (727) 726-1138 *FT CONIIMIML AND SEORET FROM DTHM AD-TD-0082
55
ADDENDUM��R�S
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES
1
ZONE II & HI/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
(+1
MIN.
WNW ZONE I
WIND ZONE p!
RQE
ML OTY
Sff
AQaDGlff
MaEWIDTH
FLOOR
ck
sxuD
wt e
FA SEEM
oL e
26'-8'
3
42'
3
53'
30'—Ir
3
5T
I4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
i SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIVD ZONE II
SPAM
ML WA
MOM AKE
SPOIL
MIL WA
LOAD
MOM MCLE
EAVE
WIDTH
OVERHANG
L
26'-8'
6'
6'-8'
31501
40'--50'
51— C
31501.
40' 50'
30'-8'
6'
6'-8'
31501
40 -50'
5'-4'
1 3150f
40 =50'
LONGrmU
INAL TIE —DOWN SPACING TABLE
Mp, .
WA ZONE I
WIND ZONE III
TT:MIm
Bel ff
r%Cm
MILE
ML OT1:
Tx EM ff
All R
AM
FLOOR
WIDTH
MIL B
u Slim
ML 9
�jQ V
26'-8'
4
41'
4
57
30'-8'
4
51'
1 4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE II
SPAOIC
ML
Allm MOLE
SPALTtl6
ML We
Mi0101 MRiE
FLOOR
WEITHLm
OVEEAVENG
IA
26'-8'
6'
5-4'
31501
40'-50'
4'-0'
31501
Ar-45'
30'-8'
6'
S-4'
3150E
40'-50'
4'-0'
31501
40 =45'
1NNDZONE NI
(110 MPH)
20 PSF ROOF
10 PSF D.L
CALM 051, — 10 a I — 10, 2 3
•.
,+ ..
S
DAPIA APPROVAL
r• �� �;wttFic'�;; �_.�'`='.
APPROVED BY
1. SEE ML AO[XNI IM1 FOR ADIDWAL REOIARE]IEIiTS
= j No. 0045484
2 SEE AO-M-O(& FOR MAWN FIR HEIGHTS REQUIRED FOR IK LOADS
TARUTIM ABOVE
.�
' ;�
'• ' .'
'•,�C�/ ''• ;....
FEDERAL MANUFACTURED HOME
..
•.,fsTFR
CONSTRUCTION AND SAFETYSfANDARU5
JACOBSEN HOMES
NOW&
� �rA1n me mAum ARC
DRAIN BY
M.T.
DAIS
07-20-0�
REV LETTER
DRAINc TIRE
108' HIGHSIDEwaLL SPACING rABLEs
P.O. BOX ase
WMAL PROPRumv mw mfu11RA<
' AMMS OF RZOMM MAKWACIMMM
NC SM YAMOA1S ARE PRoym 10 lE
DRAwNC Mll1�EJz AD—TD-0083
SAPEPHONE 727) MORq'� 9s
WTOMFM�NP � �
56
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING IE-DOWN SPACINGS
TYPICAL CROSS SECTION I I
SHOWING iIEDOWANs V. RM
ANm Im
SET ANCllOtI IE10
FIGURE 10.0
FIGURE 10.1
TIP.
ANCIOI mu
SEE NOIE S m
YA1 " IF10LT
VANOZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS C i% - I f,d l— (X r 2 3
4A
NO.1,F5;
ENCIt'. •• ��
• '•��
DAPU1 APPROVAL
1. SEE AD-TD-0083 FOR SPACING TABLES.-
IV G�PYIF . •
APPROVED BY
2 SEE AD-TD-M FOR QUANITr OF fONGITUDIAI TE-OO W STRAPS REOLO
�0
1 SEE OTHER DETAIS FOR BLOCKING (PER) QUANTITY AND OTHER REQUEOUTS.
4. SEE FULL AD DOD FOR ADDITIONAL REpAREl1ET M
S 'C':
�� Q
ZOE 2ADPOSURE 36' YA)MUY HEIGHT
IOPE 2/b6'ORK b': 2r YAXMAI HEIGHT
ZONE 3 'C': 38' YA)dYUY HEIGHT
y a f
i "� '. Q' ,�
ORIa '
•,;'••••=•'
C.
INC.
{
ZONE 3 RE V. 32' YA)OAIIIY HEIGHT
���Yn . ��
\� �e
T •
+'e•,f
FEDERA.RIANUFACTURfOHD�tE
I
CONSTRUCTIONANDSAFEIYSTAUDAIiU-3
6. ALL S WICATI NS ARE BASED ON 20• ROOF ANGLE YA>L
JACOBSEN HOMES
THM �> N AV NAM= M
:B>r �':= M.T.
0A1E 07-20-04
K' 11TIM
DRAIMC 11REfd'
FIGURES 10.0 AND 10.1
P.O. BOX 388
@Dam FROPIO my. AND OOKmIum
MAIMA S OF 4AZOM """'FACTURM
7ORID 95
SAFETYPHONE
NG SM KATF M ARE PF40M D TO 1IE
DRAMNG NUIf
(( 7) 138
IRT miff loExOR W = MnM
AD-TD-0084
57
. ADDENDUM R�
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES�� 1
ZONE II & III f EXP.. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
(1� MIN. WIND tK i IHND ZONE 11
�V
}BOOR • OIL an K on x+a+aR
.
1l7DiH ELaD °F � EA EID of u1s�E
EA 5Ec1toN MX D Ek 10°1 YNl e
�O 23'-4' 2 58' 1 43'
24'-0' 1 62' 3 45'
YERTICALTIE-DOWN FRAME -TIE-DOWN SPACING TABLE
AWN.
VAX
- WIND ZONE i
IYWD ZONE M .
YAO1�H
EAVE
OVERHANG
�AONC
�
moo MinSPAt71C
��
A+tatOa ANQE
23'-4"
67
6'-8'
3150/
49'
S'-4"
3150
45'
24'-O'
6'
3150
49'
5'=4'
3150
45'
IANGITUDINAL TIE —DOWN SPACING TABLE
e t
MN,
• Wlt+D ZONE 1
11111D ZONE IA
FLOOR
U+. Drr.
ulwort
UK on
moo
WIDTH
EA END or
ANtYF
EA DO IF
am
O v
r�
EA SECDO!
Y1t. 0
EA 5001
WL 1
23'-4'
3
48'
4
43'
14'-0'
3
50'
4
A5'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
' ►UN.
VAX
WIND ZON>:1
N1ND ZONE IA
�H
1MD1
EAVE
OVERHANG
�"�'�
Ly,D
ANa1oR �
sPAonc
�
ww,oloa ANCTI:
21-4'
6'
6-4'
3154-
4T
4'-0'
31
43'
24'-0"
6'
6-4'
3150E
41'
4'-0'
3150
43'
108" MAX 9DEyl►ALL HEIGHT NiNOZONE n/lu
(110 MPH)
20 PSF ROOF
10 PSF D.L
W. CJLLCS
' r`ii,11a1rrsr►
,-APPROVED BY
ON -P
,
Fn
JACOBSEN HOMES 1tESE sPrarurM M11 low By, R.R. °An' 11-2e-0e 'a"EE
58
1' :'
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SSE MAIM .
SHOWING 11E—D01YN SPACINGS.
TYPICAL CROSS SEC11ON
• SHOWING DEDOW
sEr ANONII i�AD
6 N IRWI SOE
6 mm (T1P.)
rr. IM
FIGURE 10.0*
TV.
ANm mu OT AFFR o STA US
VISM D MTN AN o 9MFT 1FA m
FIGURE 10.1
i SENX3FOR
1IAAAa1 NmiT
VANDZONE N/M
(110 MPH) -
2o PSP ROOF
10 PSF D.L
aszaaa:l!:list,
NOTES:
1. SEE AD -TO -OM FOR SPAM TAMES
O83
Ey RIVAL 1 rd
sb�,� �•�(ifrlt: �'• ,+I�
OAPIA APPROVAU
EY
�f".
goo.OVEC
i SEE AD-70-0085 FOR OUANM OF LONOTWAL IE-OONN STRAPS REOURED.
; C�' !,,
l000
3. SEE 010 DETAILS FOR BL0009 (PER) GUM11TY AND OTHER REW MENTS. S-0
. f
�,3.1:� � 4 '•
ON
4. SEE f1E1 ADOEN w Rx'%wT NAI REODUtE D115.
ec 13,2006
i ZDNE 2/EF09liRE 6 4C MAMA HEIGHT
ZDNE 2/E><POSTJRE V. 2N' MATD1NlY NoarT
C
AZIN
;
• { 0.G � a
ZONE 3//D POAAIE 'T".: 44' -MAWN NEKK •
*
�' �. '
.
FEDERAL AMMUFACnIRED MINE
: I:ONslRucnoM AND SAFETY STANDARDS
ZONE 3/0PMK V: 33' MAVMtN HWIT
�i .� f)�• � i^(�I/ �
6. ALL SPEJ0FXATVG ARE BASED ON 20' ROOF ANQE MAIL AND 106 MAX
•
••••• •' r�
SIDEIYALL HEld11
�.
Cp tit
JACOBSEN HOMES
NOTICE
WKVEMWAMMAlIDORAWCSARE
f"T:
R.R.
DATE
11-28-06
REY. LETTER
DRANX HILL: '
FIGURES 10.0 AND 10.1
RIMP.O.
RIM
Q+�. ATµ* NO 00FUN14
MA1as OF TACO M AIAµ/ACUNIC
Box 36B
MC goMARMALS ARE 1 WWW TO THE
DRAWAG µUMBER
AD—TD— 0Q86
SAFETY HARBOR. FLORIDA 34693
PHONE (727) 726-1135
mmmr 1OI 9979 Flwm AID am K
Iall cmr amix we smw mom OIMDT4
®.
59
ADDENDUM l��R�s
(108 PIDEWALIP) llvt, v�
NORMAL TIE -DOWN SPAC�INC TABLES !!�� `�. ,._rik1
ZONE I1 & III/EXP. d & D 1w
r
4Q�V�Y
LONGITUDINAL TIE -DOWN SPACING TABLE
I,III�'
F{L,�O,OR
iA�TM
Mo ZokE It
00104E u
oTt Ek I* ort
U SEECTKI(
1J o
OTr,
Ek SECUN
s
�t e
12`-0`
2
53'
3
40,
13 -4`
3
3T
3
46'
3
46'
4
40'
VERTICAL TIE -DOWN / FRAME TIE- DOWN PPACINO TABLE
VN.
FLOOR
ODT
VAK
OVERHANG EAVE
VJD ZONE tl
op ZONE Al
SPA*
VAX
joe ANUE+
9lAO*
VA�
AMA(c1E
12'-0'
61 EACH SIDE
5-4'
72`
35' TO 40'
5-4'
X
45'
13'-4'
61 EACH SCE
5'-4'1
ar
35' TO 40'
1 54
42'
45
15'4
6` EACH SIDE
T-4•
80`
40'
54
t 41r
45
IRO
LOWI TUDINAL TIE- DOWN SPACING TABLE
N
FLOOR
ZONE IIODIONS
ltl
EA. cTlu
dt
�I�6
OTT
EA. SECAON
+
IIFI O
3
44'
4
40'
13'-4'
3
1 52'
1 4
45'
15'-4`
4
44'
4
56'
VHRTIGAL TIE -DOWN / FRAME TIE -DOWN OPACINO TABLE
FLOG(
on,
VAX
EAVE
OYMA4G
on za 1
#0 zONE Al
SPA*4�TER
Am*
TA*
4 m
HEWT
AIOR A RP
12'-Or
6 EACH SIDE
4'-0•
7t
37'
4'-0'
3416
40' TO 45'
13'-4'
6 EACH SIDE
4'-0•
72`
40'
4'-0'
w
40' TO 45'
15--4'
1 V EACH SSE
4'-0'
w
40'
4'-0'
42'
40' 10 45'
• NOTE: WHEN ANCHOR ANGLE FROV VERTICAL CANNOT BE RE. tea,
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE 15 FOR HOLIES SET IN FLORIDA)s�°i' "•f►
NOTE:
1. SEE PILL ADDEIM FOR AWTIONAL REWUTtEkkhM
2. TABLE BASED DN Al c"m *mxikG LOAD of 3,1501 AND DM*k TIE TO
OPPOSITE BEAkt
3 VAX EAVE OVERHANG REFERS TO OVERHANG AT SDE*ALL NOT FRONT OR REAR.
4. TAT3ES APPLY TO T�D1l',I60• AND 184' FLOOR IHS J�TM
I -BEAM SPATSK iff IIAmytT SOjWALL HMT AND 6 1/`µiT1.wA/1SIDE
OVERHANG (6' OVE *c Ik EAOi 90E OF IROT),
5 STD SET N ORDA. RHLE 15C. EFFEATES ARE REUXQ ON SDE*ALL CTIVE � 29. 1999M AND k�`
0
EN la; �CLr f�
,+�� 9 i.y P j
a a.. �'. '.
--�
�L /
v i
♦ M • :!
♦o `S� •.;`i clP
� 1
OAPIA APPROVAL;
APPROVED BY
Mar 25 ,2008
N INC.
FEDERAL YANDFAC7N1 E0 MDnE
CONSTRUCTION AND SAFETY STANDARDS
JACOB�EN HOIVtES
® P.O. BOX 368
SAFETY HARBOR, FLGRIDA 34695
PHONE (727) 726-1138
N°°0Up osa°A'
TMLSE sE�E/s�cTwo►Is AVfO oaA�mt
�A A�, T+:a�cTax TtG
NC i'c" o" �B9eh ��
9UZEE ATOtkS ANE PN01MD W tiff
HEL7'!NT Tol 9= ar 11p f iTsr f[
Ear od1�EMT� uP goi<t �W a*m
D.O.O�i.i
12-11-07
REV, LETTErz
DRA �!c nnE NORM SPACING TABLES
DR G
AD— TO-0087
60
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
Eff. aft t of -m . , , Iff. ve LFfl m
(ff. S/fr tDcm . . tn. 3%:
.-mot
03ha Val K
Qia,6 MAT K
PAf of U010
6�
LLHim
(uiRs WEry } Ls
i
1
M Pm��sEf"WAus
TIE-oom flt1111RD
X-000"m a
*1L3X
Tr
5tE NOTE f ur NOTE 1
1i0Ti 1 *M NOTE 1
Asa
NOTES 2 AND 3.
Q
Q
5EE WM 2 AM 3.
Q
mm R[ab
TH! LOCATIW
Plot REdD
1f9S WCATION
ro RLTjb
1w LOCATION
m fam D
PPS =AnCH
FIGURE 8, 0
FIGURE 8.1
THE DETAIL ADOW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HDWEYM, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL ''LF VALUES.
NorEs: — fR
AM N"Wg:
i. W-G MS ITfOA10 IN W-V AM TI-40W 71R+w XAT ac LOCMM Ix � �� PPROVED BY
ORES! a K MAI so" Ali K 00 RFTYDI(D AT E01fQ
arr� MUUQtS TtT fi RATTT) roil AN LCm4lTf; Lf1A0 1S (Xw GE5a1 LaAo •: �•'' '''- �$ 10 2i1Q0
0" Afr-f0 �o0f IflT-MgAt NOTL9 fW WM off f7tCM AOTALUMK) � - : �G�� � C. � ','` �''- �
L WILL A Pot AT 00f DO Cr ME 2 VAAvATL J= (rot TM: ARVIC aCiA+l]} � -e nc. � ': ¢
tm R%mm AT f:AcB t10 OE "sis REcuum or jE-o4i„ mww kUTlf�a�elfT1) l 910 34
3 14i015 ""AL . I5 LOCAW MOO A bA� KAM M MIT Omer-MM" Mo � r�� J * �AL MANUFTACTURE INC.
IC-Ww =P3 a 10S An fu0:Na . 0" 9"WQ MfZLPAUGM ALL arts HOME
PCALL[wolw, ='o' STATF-�F TRUCTIONANDSAFETYSTANDAROS
��..?'�•�' ;• �� tam; -�`', �.
JACO} SEN HOMES >,lM P •,,"�R.R. 02-01—M TEFL
O�ax,L N[01•RETARY, A+Rf ..
P.fa_ IJf:d `ti ALA Am m a S/W TIE/PIER REQ.
S;.FET1f NAaeaK FloRIOA 315e1 a=4onfc'K9=fcrs�oaswrwti.c DRA►q+G faNetx:
PT+of+rr ( 7za—Uas Wr mffT><xtit �o cascf rEaw cnanc AD—TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEILING WAY BE FLAT OR SLOPED
END VIEW
350 PLF WAXI,FUW SHEARWALL
DES'GY VALUE (PER WALL)
1 1/4' X .035' Tl:-^OWN STRAP
COKT14UCJS ARCJ.ND JOISTS.
DE VIEW
X .035' IIE—DOWN STRAP
LXYJS ARLXM JOISTS.
NO S: 7,1711(o
EN>~sJ( {Pf1ROr'AL . ,� . t/y •�
DAP1A APPROVAL -
OW" A'40'ORS 10 BE RATED FOR AN ULTIMATE LOAD OF 47251 (3150 DESIGN LOAD]
(SEE AD-m-0:oN (TD-cFmERAL NOTES] FOR NOTES ON CROUIO AN-3Noz RSTALLAnaI.)
. _
APPROVED BY
L I STA L A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3. WWLM 9•EARMRL IS LOCATED ABOVE A SOLID HEADER (TTAL IEWT CROSS-YDASFP.) KO
TIE-M' OR PIERS ARE REWIRED (ALL SNFARWALL CONF1Q1FtAno>S ALL ZONES
ti%
WORM).STRAPS'
AND ALWORM).
4. TE-DOVN STRAP REQUIRED
!''•\\,`
^ I
I
AT EACH END OF JOISTS, ALL Der_ PW CONFTGJRATONS.
_ . , •;
5. CEILM SHOW?? FLAT -OPT,CATHEDRAL OR SLOPED CEILING LIAY BE USp.
/'� U�' \L)�
iEOFMLuutisK-te �wr
6. FULL WIDTH SHEARWALM ARE SHOWII IN TFf DEIAII•ABOrE, HOWEVER. ANY LENGTH
��A-0
If
Co4tRtICK VCu. wxa5
OR CONFIGURATION SHEARWALL WAY BE USED.
1171 IT'�t��`,`
JACOBSEN HOMES
NOTICE:
THESE ARE
DRAW BY:
R.R
DAIS
2-6-96
REV. LETTER.
P.O. BOX 368
SPECITICATIM AND DRAWNGS
ORICarAL PROPRRTARY, AIA COM'DENTIAL
� �� � TO TE
ORAWINC TITLE:
DBL. S W CONFIG. TIE -DOWN
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
1+R�
REOPEXI FOR SUM FL'PWOSS Am %Wl K
DRAWN', NUMBER:
KEPT DON AM4L AND WAIT TRW orrV&
AD—TO-0110
62
CEUNG MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) N( (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
�— 1 1/4' X .035' TIE -DOWN STRAP 1 1/4' X .035' TIE -DOWN STRAP
MIN. CONTINUOUS AROUND JOISTS. CONTINUOUS AROUND JOISTS.
AN IS A TRIPLE WIDE RAFTER,
) APPLICABLE TO STANDARD
BLE WIDE TRUSSES.
JD VIEW
X .035" TIE-DO%%W STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS %HEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
P TO • \/1\1 11<6 Q
NOTES:
ENGINEER APPROVAL
DAPIA APPROVAL
I. GIZOLM ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 (3150 DESIGN LOAD)
(SEE AD-TD-DDOI [111-(i?IERAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
pp p
PIPPROVED BY
3. WHEN SFEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO 4f
TIE -DOING STRAPS OR PIERS ARE RECUHRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES
—
GO
1
All ALL E1,"'OSTtiES'
4. nE-DOSTF STRAP REOUIREo Al EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
John C. Doe (ien, P.E.
5. CEILING SHOIAN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
�133 C. R. 22
I \
6. FULL %TDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOKVER, ANY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
Goshen,IN 46526
cuE
HX>! xxTRHAosvmvw.Ap%
7. THIS DH-TKL MAY APPLY TO TRIPLE AND/OR DOUBLE WDE SECTIONS.
JACOBSEN HOMES
NO
THESE sPEQI1GT10NS
DRAWN BY:
R.R.
DATE:
4-09-96
REV. LETTER:
AND AND DRAWINGS ARE
OPopNN.. PROPRIETARY. AND CONIIDEMUL
MATERIALS OF JACOBSEN MANUFACTURING
n
/
DRAWING �'E CONFIG. TIE
\,
P.O. BOX 368
HNC SUCH H MATERIALS ARE PROVIDED 10 THE
S/W —DOWN
SAFETY RBOR. LO ID1 34695
RONECNTINMOSES� mMy BE
/(�1
DRAWING NUMBER:
PHONE
oncmAD—TD—Ol11
63
PORCH ANCHORING
DOUBLE HEADED 3,1,'
NOTES-
L SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
WINDZONE III
EXPOSURE C
(1140 MPH)
20 PSF ROOF
10 PSF D.L
REF. 'CALCS.'!
C ;Vq I OR 'c/ I -
ENQN3R*'Apft:-VAL. OAPIA APPROVAL-
PPROVED BY
JACOBSEN HOMES THESE SKCFMMM OND NOTICK. DRAMMS AM
ffirORMAL PKMMPA PPXTM. AND C
P.O. BOX 368 MAIMALS OF JAOWSEX UMWACTUF&C
HNC SUCH MATMMS W PROF.WD 10 im
SAFETY HARBOR, FLORIDA 34695 www rm!PEOFX RN No MUST BE
m� PHONE (727) 726-1138 KEPT COI ECUK AND C-F'JFT FROM OM M
p
14INC.
MANUFACTUREID HOME
0110N AND SAFETY STANDARDS
DRAYM BY: DATE
M. T. I - 12-13-03
DRAVANG MU: PORCH ANCHORING
AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(31508 WORKING LOAD)
LDS
101
x
X
4
t/f
Fp VERiICAI TIE —DOWN
TYPE 1, FINISH B. w
4 GRADE 1 STEEL STRAPPING C
1 1/4' WIDE k 0.035' C>
JF IN THICKNESS. CERTIFIED BY ui
A REGISTERED PROFESSIONAL ix
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91,
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP
II �IIM I I � III
I— I -III —III— RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
FABRICATE RADIUS CUP
ANCHORING EQUIPMENT —III I I I -I I I -I I BY SPLAACI G AOSTRAIGHT 3 "LENGTH OF
CAPABLE OF RESISTING _-III-I I I —III— 1 1/4' X 0.035' TIE -DOWN STRAP
THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND BENDING
REQUIRED ON THE TO FORM THE CONFIGURATION SHOWN.)
TIE -DOWN SPACING
TABLES (SET_ OTHER —III —III—I RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) I I III —III— THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHEDETAILS III —III— III -I I INSTALL IN THE RACKETO T PTHE TIE-ViN � TMTHE RADIUS CUP.
ROUGH THE SLOT
FOR ANCHONCHO R ANGLE.
.III •
��7111111111111!/////'
.NOC- D0
ovAN O ' '. CANA APPROVAL:
NOTES: ENE�J70357 •� "
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME _ PROVED BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL _ I�Q^r
BY AND INSTALLED BY OTHERS- ON SITE. T.A•� E F � = .A1N 1 5
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERINGy J- .' k��
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- '. �� • vDIA '��� ���� INC
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS /p 1 AL t��• rww'R lmmosvnTssrous6
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANOIOR/BRArY1rAND TIE -DOWN
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEMCES ARE CERTIFIED BY OTHERS
N°nc>; DRAWN BY:
JACOBSEN HOMES DATE REv. LETTER:
OFUMAL �� ��� AHD ���,,,� C.L.Y. -31-95 5
PROPIECT M UAl XACTL MNrMTNNG DRAWING nTLE: ALT. TIE -DOWN APPL. A
P.O. BOX 368 UATERIALS OF R1L S XH YATERULS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 REmm rOR 9°EDTI[ RAPOtRS Am wo a[ DRAWING NUMBER:
m
PHONE (813) 726-1138 Wq tXaFWnAL AM MOX7 rRCU OTHIn AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUCH,-
IT MAY BE LENGTHENED BY USING A CRIUP SEAL WITH
A WORKING LOAD OF 315D POUNDS
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
Lzll� (FACTORY INSTALLED)
-o
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
q �k GRADE 1 STEEL STRAPPING
ty 1 1/4' WIDE do 0.035'
�J c^ IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
0 SPECIFICATION D3953-91,
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
II III �-'III
ANCHORING EQUIPMENT -III III -III -I
CAPABLE OF RESISTINGTHE WORKING LOAD
REQUIRED ON THE —_III-I
TIE -DOWN SPACING _
TABLES (SEE OTHER I III —I I (-
DETAILS FOR TABLES)
SEE OTHER DETAILS IEEE
FOR ANCHOR ANGLE.fli
NOTES: E`;7� = �GRE? DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS, DIAGONAL _� '.Q No. ,0 '
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT 910334
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING rl
.p TATE REVISED
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- S : �•
ATION.
��`' ��- N r 1 1E123196
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ��i� F •• .... G ���
RE THE
OFEEXTERNAL STRAPIS NG OR CABLESSYSTEM E(SEEERAOUS CLIP). S THE USE','''ss�IT �1r + rovsTr W"`TIn+Aro lHOME
rAWMAFll nI VCA
JACO BS EN HOMES THESE SPEGIIlCATIOONS AND DRAMARE DRAxN�Y: R.R. DATE10-05-96 REV. LETTER:
f0l® ORIGINAL, PROPMETARY, AND Will Im DRAWING 71TLE: / \
LLJ1m MATERIALS OF JACOBSEN UmUfACII"G
❑�® P.O. BOX 368 INC. SUCH MATERIALS ARE PRO%= To THE ALT. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695 REGIPENT rat SPETAIC PIswm um w5T BE DRAMNG NUMBER:
❑ PHONE (813) 726-1138 OUT COWMPAt W SE= rRou DIM-. AD—TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
'A' COLUMN 'B'\
�COLUMN
- -
SEE TABLE FOR MAXWM SPAN FOR COLUMNS 'A' OR 'B'
'C' COLUMN i)'\
�COlU11N
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR T1' _ I
SEE TABLE FOR SPAN COL r SEE TABLE FOR MAX. SPAN FOR COL 'G
COLUMN 'E' COLUMN 'F' COLLWI 'G
SEE TABLE FOR MAMMUM SPAN*FOR COLUMN i
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REO'D
(SEE AD-7D-0251,
COLUMNS 'A', 'C', V OR 'E'
COLUMNS TI' OR 'G'
COLIYN T'
AD-TD-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
EXP. 'C'
EXP. 'D'
EXP. 'C'
EXP. T1'
EXP. 'C'
EXP. V
EIP. 'C
EUP. 'D'
EXP. 'C' I
EXP. 'D'
EXP. 'C'
EXP. 'D'
2 - 31501 ANCHORS
43'-0'
29'-6-
3T-9'
23'-7'
JIS-0-
29'-6'
33'-9'
23'-7'
AIS-0'
29'-6'
33'-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-1D'
21'-6'
14'-9'
W-10'
11'-10'
21'-6'
14'-9'
W-10'
1Y-10'
1 - 40001 ANCHOR
27-3'
18'-9'
21'-5-
15'-0'
21-3-
IB'-9'
21'-5-
15'-0-
27-3'
18'-9'
21'-S'
WS'-O'
NOTES
ENONETTt APPROVAL
APPROVED BYA,
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
JUN 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
INC
Aj���
John C. Doeden,
P,E,
15133 C. R. 22
Goshen, IN 46526
N0710E
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER:
JACOBSEN HOMES
min
THESE SPEWCATIONS AKD DRAWIGS ARE
MONAL. PROPWARY, AND CONWENTUL
DRAWING TITLE:
APPL.
YATEitIALS OF 4Me0M YAIAIFACT"G
COL TIE -DOWN
„ P.O. BOX 368
6fIG 9M YAIERULS ARE PROCED TO THE
ORAWMNG NUMBER
AO-TD-0250
SAFETY HARBOR FLORIDA 34695
RECRENT Fat 9ECFIC RFFM NO USI K
PHONE (813) 726-1138
WSPT axWxNTUL NO SEWF rRou OTHERS
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
=�Tr - IT 1 �f-1
35 ANGLE Ml I Ml 15
—III —III -
ANOiORS INSTALLED 24" APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT 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.
MARRIAGE LINE OF MULTI -MADE
ATTACHED
ANCHORS
...unuuu,..
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1 /4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
�` O �STf .t� �s
No. 9F6 %
ENE8703571 �
%flex ss AvA�.-\
V o .... y
APF ED BY p ,,,..
�• il .uN 1 5
:-NN INC
cocnuTt,TA,pm a al s
JACOBSEN HOMES
DUE SPE�T°SMD DUNNIZ AM ��
vRaMM BY: . C.L.Y.
DAIS 5-31-95
" LETTER-
P.O. BOX 368
CRWAL PROPRTETA". AND OWMENPAL
MATUVa OF JACOBSEM TIJ C
MANXAC
DRAWING TITLE:
TIE -DOWN APPL.
n
„ SAFETY HARBOR, FLORIDA 34695
W_ Ta MAMMS ARE NGED MECOL.
STO PRO
MCPIENT FOR 9W X P5MM NO am GE
,H1
DRAWING NUMBER:
PHONE (813) 726-1138
IVT CWWTTAL AND SEO€T rRCM O M M
AD-TD-0251
68
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, rLORIDA 34695
PHONE (513) 726-1138
MARRIAGE LNE OF MULTI—wDE
F KK
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
ANCH11111NNOR i..(3150#)
_.."_
No.
FkNE8703W-1
00 ol
',F/ONAL
N077CE` I BY:
THESE SPEO►1G11 a MO DRAWNGS ARE
ORIONAL PROPRIETARY, AIO CCWWTIAL
MATERIALS OF JACODSEN MANUrACI"G
RFG 9XH MA?U0LS ARE PROMDED TO THE
REIfDB rOR SPEQIc Firm kO MIST BE
147T CONIDENIUL AN) XC ET FRU 01 M
APPROVAL•
ROVED BY
,A1N 1 5 m
I]PFINC
w�v�cnr+® N?i
DATE: I REV. LETTER:
C.L.Y. 1 5-25-95
nu COL TIE —DOWN APPL.
NUMBER AD—TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
MARRIAGE LINE OF MULTI -WIDE
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.
O
0
Tll�i -I--
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
. ,,,,111L11
NOTES: ENGREEl�: pO�O,DAPIA APPROVAL
-
1. ALL ANCHORING EQUIPMENT SUPPLIED T Elye
BY AND INSTALLED BY OTHERS— ON SITE. ;91 iV0. coo .'.� PPROVBD BYE,
jm
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ (�`$? R' 1J 5 i0
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— Tj
ATION. JA — '
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS INCWHERE THE ANCHORING SYSTEM REQUIRES THE USE :�O•'•. / ��
OF EXTERNAL STRAPS OR CABLES. �', '4%
V` •'•DY ��� ,��A�aA�=
NOMC& �� IDPAwmi ._ DATE' REV. UTTER
JACOBSEN HOMES msE 9' mwATm ANOmum ARE C.L.Y. 5-25-95
°f mm. PROPRIETARY AM wommm DRAWING TIME.
YATRULS OF JACOBSEN YA?"ACAMC
N
P.O. eox 366 RIG M MAMAS ARE PRONGED TO THE COL. TIE —DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 140140WI FOR 9'ECnC MFMS AID YJST EE DRAWING NUMBER
PHONE (813) 726-1138 107 CX MTU1 AND SECRET EROY omm AD—TD-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN b'
_ _ _ _
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' 0R b' I
r
COLUMN 'C' COLUMN b'
APPROVED BY
I I
SEE TABLE FOR MAXIlU11 SPAN FOR COLUMNS OR b' _
r
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL'
. INC.
FED L MANUFACTURED H041=
RUCTION AND SAFETY STA!JOAROS
MAR 0 3 1999
COLUMN 'E' COLUMN 'F' COLUMN '
ISEE TABLE FOR UAMN SPAN FOR COLUMN
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCNORNO REGb
(SE AD-ID-001.
COLUMNS W. V. b' OR 'E'
COLUMNS b' OR 'C
Cam IF
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-M-On3
SEE NOTE 1
EXP. 'C
EXP, b'
EXP. 'C
EXP. b'
EXP. 'C'
O0'. b'
DF. C•
EXP. b'
M. 'C'
E W. V
EXP. V
EXP. b'
2 - 31501 ANCHORS
37-4'
25-6'
291-4'
20'-4'
3%4'
25'-6'
29'-4'
20'-4'
3Y-4'
25'-6'
29'-4!
20'-4'
1 - 31501 ANCHOR
lIF-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
1 - 4OD0/ ANCHOR
2S-8'
16'-C
18'-7'
13'-0'
2S-B'
16'-4'
18-7
13'-0'
2S-9'
16'-4'
18'-7'
13'-0'
. REF. CALCS.
NOTES:
pHa • . `'.,�
DAPIA APPROVWR 0 3 1 yy
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
;'Q� N0. �•.
APPROVE D BY
FOR SPECIFlC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
910334
03 •:
INSTALLATION.
^ ,
[ICI
STATE
p ••., P•'
V`
JACOBSEN HOMES
NOTICE`
TwsE SPEOFlCATXINS AND ORAWNOS ARE
15RA Y. M.T.
DATE. 2-9-99
REV LETTER
ORAWNG TITLE:
Do—MCI�
CRIONAL PROPRIETARY. AND C@FO]ENTIAL
P.O. BOX 368
MATERIALS OF JAIS AEN AM PROVIDED TO TK
SUCH
184" WIDE COL. TIE -DOWN APPL.
DRAWING NUMBER:
AD—TO—0254
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REWOWFw FOR ���1C NO I m BE
KEPT ooKn INTa MO SEato IRON onm
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENNG 24'
SEE NOTE 1
jimunnu nnm.nL nL—Wnn 71nnri to nnvnuc
BR'M' (SEE TIE-DONM SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMN SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL ME -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.-
2. VERTICAL T&DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACIN"!
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REWIREMENTS,
JACOBSEN HOMES
■
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
���lluninuii���
ENE8703571 '.
,l�s 0rJa1`1 Ttwlll`
ANNOR BRAD(ET AND 7 E-DOW N
DEVICES ARE CERMED BY OTHERS
N0710E I DRAWN BY:
ME SPEOf1CA,TTONs AND MAWM = ARE
MQU. PROPILETARY, AND COWUNTLAL
MATERIALS OF JACO85E11 YAMXACTLF&NG
NC. 91CH MATERIALS ARE PRD OFD TO THE
R10W rCR 9LCi1C Pl1MM NO UM K
107 CWMTA NO =RET IROL OTTERS
ROVED BY l-
JUTI 1 5 im
INC
J•u�rolart
c wi' miwwm
_ REV. LETTER:
C.L.Y. I
_5-31-95
TYP. SINGLE WIDE T/D A
AD-TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A 8 C
24' LARGE OPENING 24'
SEE NOTE 1
COLUMN SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTH.
YULII-WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
L24j' v v L24']
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF V-O'
(241 FROM EAON END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL ``,,,TaTTnruIAq�A���i
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAILDO�c
NOTES:
.jEN
1. LARGE OPENING = ANY OPENING WIDER THAN MAX IIE-DOWN SPACING ALLOWED.
703571
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TE-DOWN SPACI ,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM PE -DOWN SPACING REWIRED ON THE APPROPRIATE VERTICAL/FRAME
TA OF C
���'• ( fq�{ �Rc.,
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCAIIONS.
`rtp/o
'.►,i�fAAr
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
W fti.uTldnE-DDw
DAPIA APPROVAL,
DEVICES ARE CERTIFIED BY OTHERS
NOTICE DRAWN BY. DATE: REV. LETTER_
JACOBSEN HOMES TNEsE wEar"TIONS AND ORAWWZ ARE C.L.Y. 6-1-95
MONAL. PROPW WRY. AND CCNFIOET PA DRAWING TITLE: /,
P.O. BOX 368 MATERIALS Of JACOM MNUACILAENC TYP. MULTI -WIDE T/D
WC /i 1`
sxm YATERLALs ARE PROMOED TO THE
SAFETY HARBOR. FLORIDA 34695 RECPENf Fat !K= KmW MD YAT K DRAWING NUMBER
PHONE (013) 726-1138 OUT WfMra NO sEO T rKM OTHOM AD-TD-0310
73
SINGLE WIDE TIE -DOWN
PIER
HT.
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN I
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS) FRAME TIE -DOWN
SEE DETAIL - V
DOUBLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN I
A & B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT I
OTHER LOCAnoNs.)
PULL DOWN TIGHT TO ---/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE -DOWN
BUCKLE PATH 2O251
IY MINIMUM
SEE DETAIL - 'A' `
SEE DETAIL - V
TIE -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 (31So LBS. MAAMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .035- MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 31SO4
CAPACITY MINIMUM) K 1,S= 477,5 41 UL_T1M&TF
L-oao G4nACITy
�grrrrrrr
NOTES: 0+,,. FO �DAPIA APPROVAL•
1. SEE DETAIL 'B' PAGE 4 AOR MARRIAGE WALL +i
OPENINGS GREATER THAN 49 INCHES. & VP To I7'-6"iavTgoy . O� C� : 1: APPROVED BY
'
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 OUR z PAI, �0. Co45is4
2
ANCHOR AND PE -DOWN PLACEMENT. pEC
3. SEE DETAIL 'A' PAGE 14)R TYPICAL I -BEAM I
PIER CONSTRUCTION. STATE OF 11b 9C� I
• •�i O r�tvA«ur�cRrwm�o�B
-mmm
!,�'�.S�RED ENG,ti �,• Op6DtiCTOIAtOSAfEiisTMOhKOl
JACOBSEN HOMES anCAMT10M AM DBMMINGS An BY. RR °A� 10-31-95 � MTM-
TNESE SP
. OROGNAL PROPWETARY, AND CCNI10EJ111AL DRAWING TITLE:
P.O. BOX 368 UMTTRIALS OF JACOM MANVAMIRINC ZONE ITIE-DOWNS
NC SXH NAMIALS ARE PR=0 TO THE
SAFETY HARBOR FLORIDA 34695 REOPETIT FOR SPT1i1C PJfto me mW BE DRAWING NUMBER
PHONE (813) 726-1138 HFPT CONFWtIAL NO SEM FROG O➢M AD-ZI -0001
74
7a
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE —DOWN
MAIN FRAME I -BEAM
- SEE NOTE
MAIN FRAME 1-BEAM
END
ACINGI
CENTER
SPACING
CENTER
I SPACING ��
SPACING �I.
CENTER
I CENTER
II
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
ENO
��••
.r nun•.
.rnu1R.
YAUFIU
YAUAU
TYPICAL I -BEAM
nE-DOWN
MAIN FRAME I -BEAM
SEE NOT: 111 SEE NOTE
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
END CENTER CENTER END
SPACING SPACING SPACING SPACING
TRIPLE WIDE TIE -DOWN PLACEMENT
co
El
NOTES, ENQNEER,k . DQ�#,%� DAPIA APPROVAL -
SEE T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ��, S 1, 0. APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
No. 0045484
'STATE OF
TE-
JACOBS EN HOMES TTNESE sPEQnC NN00N�S MW DRAWNOS ARE • �F RR °A 10-31-95 REV. LETTER.
■ ORDINAL. PROPRIETARY, AND CONFIDENTIAL DRAWING TT1E:
P.O. BOX 368 MATETMALS OF JACOBSEN UAN1FACTURINC TIE —DOWN PLACEMENT
„ SAFETY HARBOR. FLORIDA 34695 NNC SU01 YATUMS ARE PROYM TO THE
Kopm
PHONE (813) 726-1138 Kp h pM NO omDRAWING NUMBER
AD—Z1-0020
76
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.
DAMA AFMVAL'
ROVED BY a cil.
rpFEB 0 1 2000
INC.
MANUFACTURED HOME
0M AND SMETY STANDARDS
�
JACOBSEN HOME..
aNOTICE:
,,,Est srEanunoMs AnDMAMNGS ARE
���
M.T.
UAIL
2-1-00
KT«
ORMAL PRMJETA=T, AM CCW MAIL
UAmwts OF ACOMWUAKffAentRMo
DRAMNG nn.E:
ZONE 1 INST.
J,
'.
P.O. BOX 350
SUCH 11AXMALL PPOYXD TO THE
WC. ARE
'H1
SAFE N HARBOR, FLORIDA 34695
Rct7FW fW SPAM P"M AM mist PE
DRAWING NUMBER:
PHONE (727) 726-1138
WPP Can MML AID SE00 PRau UrM
-
A0- Zi-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAW UNIT
/DORMER I \
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM THUS END, EXCEPT FOR ZONE 3
EXP. 'D' THEN 2 REQUIRED EA HALF
(IE CNE EA. BEAM, ETC...)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOUIREMENTS.
24' MA=UM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS IYP.
DOUBLE WADE TIE -DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REM ALSO 70 SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
ZClIE2 70W
EXPOSURE 'C' 90' 56'
EXPOSURE V 39' 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED W 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)
_ 11111111111Ui._
NOTES:
1. FOR QUAD SECTIONS, EACH TOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
INDEPENDENT OF THE OTHER STRUCTURE. (IL SHEARWALLS, TIE -DOWNS, RIDGE -
BEAMS, COLUMN SUPPORTS. ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
..0 NS"ER `v(Z
': •Q�T, No. FO
71ENW 0357
5 1 JR ter : Q a
DAPIA
kPPROVED BYE,,,.,
INC,Ir" 1 5 1955
p
fE:Elth YaNUKNNED HM
malk lcft KO SKEET amovis
JACOBSEN HOMES NOTICE- DRANK BY: DALE REV. LETTER:
TNESE sPETanunals AND DRAwNI:s ARE C.L.Y. 5-16-95
MONAL PROMETART. AND MWOMTIAL DRAWING TITLE:
MATERIALS OF JACOM YANUFACIIIRWC
P.O. BOX 368 W_ 9" MATERIALS ARE PROVW TO THE ADDENDUM —TNT. UNITS
SAFETY HARBOR, FLORIDA 34695 RECKW FCR SPEmc Rta+oss A10 LUST K DRAWING NUMBER PHONE PHONE (813) 726-1138 01 Cp6MRk AIO SECRET TRW OILERS
78
9
w
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR OUAD UNITS IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS]L
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. SINGLES N THE DORMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND INSTALLED ON STE AFIER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE %9NGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
30 CA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERIMETER RAIL
OR RIDGE BEAU
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
WAY BE OVERLAPPED 2 UK).
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER CALK STRIP.
(SEE NOTE 1)
30 GA. GALV. STEEL STRIP
SECURED WITH 7/16• X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.C. MAX SPACING (TYP.)
.uNlllll
r' �O - �O EgF,: F
ENE8703571
3/8' X 5' LAG SCREWS
18. O.C. (ZONES 2 k 3)
STAGGERED
APPROVAL:
_..=78Y
rA.)l1N 1 5 1�5
ING
NOTICE: ",fill 1DFigNFtT1: DALE: REV. LETTER:
t, JACOBSEN HOMES THESE SKOnCATMS AND DRAUNGS ARE C.L.Y. 5-16-95
■ ORDINAL, PROPRKTARY. AND CON WTIAL DRAWING TITLE:
P.O. BOX 368 MA70UM OF JACOBSEN MAMIFACARNG ALT. ROOF ASSEMBLY
„ SAFETY HARBOR. FLORIDA 34695 R WIDIT FOR SKCM RI3'= NO W BE DRAWING NUMBER -
PHONE (813) 726-1138 PUT CWMTIAL AND SEOtU FRDY 01M QUADAD02
79