HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET-UP MANUALADDENDUM.
❑pro
jAqOBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, F2-
n '
en Manufacturing, Inc. Such materials are provides-tpi i c
Jac s g,
pun loses 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 V
850-413-7600
ehicles
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW iTHERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF 8.
ALL HEATING AND/,OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH AICONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
/DUCT SUPPLY OR RETURN
DOLING
>SOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND, OR CRIMP FLEX DUCT. THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR (OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT PATH 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:
it
BY
�I
I" 1 5 M
IN61
NOTICE DRAWN BY: DATE REV• LETTER
JACOBSEN HOMES TWX SPEWCATIONS AND ORAWNOS ARE C.L.Y. 5-30-95
MGNAL. PROPgETARY. ANO CgtlLE I& DRAWING TITLE:
P.O. BOX 368 MATERIALS OF .IA M11 MANUFACJMG EXTERIOR A/C DUCT
ospro SAFETY HARBOR. FLORIDA 34695 RECPwr ra S EXIC Ttr+vM AM MM K
PHONE (813) 726' 1138 IVT Cp4•MIK AND SECRET FIRMOWESS DRAWING NUYBER
AD-AC-0001
Pi
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 DISCONTINUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
Pu APPROVAL:
APPROVED BY
St'r
pp��AiOfu[f�nra�
NOTICE DRANIJ BY. DA1E: REV. LETTER:
JACOBSEN HOMES THESE SPECRICATNINS 00 DUTINO AJtE C.L.Y.9-28-55 tt��11
a
UMAL. PROPRRTARr, AND CCN1aE111NIL DRAWWG TIM P.O. BOX 368 MATMALS OF ,IAC0B9EN.YANUFACRAM W.H. VENT. SYS. U
W_ SUa1 NATEPOLS ARE PRW= 10 TK
SAFETY HARBOR. FLORIDA 34595 KCP9NT fat SPUt1C Fin= NO WWI K DRAWING NUYBEIt
PHONE (813) 726-1138 PVT C&IMM AND SEOV rna DTHM AD—AC-0100
K
i
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1/2'� MIN. 3/8' X 3 1/2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
• IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2-,MIN. STEEL
STRAP 0 48" O.C. MAX. SPACING 1 4" TO 3 4' GAP
WITH FASTENING � INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS W BOOR SYSTEMS INSTALL WOOO SHIM AT ALL LAG
TO 1/Y, INCREASE LAG LENGTH 1- LOCATIONS FOR LAG SCREW TO GO
NDS01
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL E)(P=RES)
wm zx
Dpmm
31e x 3 t/r'LAG S13iEtr
30 GA. STRAP FASIVIED W/
7/14* x 16 GA. STAPLES
MID ZOW
DrOslmE
MNWLN 1 NOM Cr FASTDIERS RE OM
0,131' x t t/r WILS
7/1r x 1e GA. STAINUS
MAN" WOiG
MUM SPA
2 1/4' nc
r
3
s
b'
1r art
1 7/r ca
b'
4
7
v
tr 04
r 84
'C
4
7
3
3
at
EHGLW APPROVAL:
DAPIA APPROVAL: I,I
�NOTESi
APPROVED BY
1. 1- Wk POEWA70 5 REQU O ON STAP1ES FOR Uk ILOW STRAP.
2. �=MTo$�FM�13yKORK�
�vi!'E:ed
May 2'4'2006
�r x 4' x GAP 110TH WL 9ZQ
O® OR FL1'm MAY LLE USED F nIwm EQUALS GAP NDTH-4c x r IQ1
Tr
JGii11 C. U08Ci9r1. p
n I
IN V 11 .
3. IW VA)SM SDEU L HOW.
�
�� Eny:1T13<.+rirlc�, :�!�
FEOHUL MANUFAclu Fm NAME 11
coNsinucTiae AND y1 Er siANOANos
4. SM Gnat K LS FM NAM FLOORS FOR AIR e1ti PAT101T
JACOBSEN HOMES
H0TN
,Lase Rcnr�aa� AFO awes AF(
°R""'" BY.
M.T.
DATE
05-22-06
LETIFR
71,
�r 36e
ate. PAamrA y Aa m wwK
W470& MA"ACAMM W AACODS S F
Mc 3M w1�u AK FROAU 10
MAW nnF
M/W FLOOR FASTENING
RB R.
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
KMW RM SM FWa= AM "M K
wl aOrmIUL Am zw "m mm
MAW WUBM
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
.1310 X 3 1/27 MIN. NAILS
87 O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
APPROVE® BY
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF Revised
EXTERIOR WALLS. S 23 O( may 24,2006
John C. Doodan, P.E. ANC.
K2 EnguM in , Ina FEDERAL ygi 1KACPIi.ttO NW1E
9 C0115TRuc►alN AND SAFtTY STANDARDS
rIMI
JACOBSEN HOMES
NOT=
� VaMlM X8 aAUM AM
mws
M.T. -...- 05-22-08
oTu' p FASTENNG Q
m&m
M/W WALL U
P.O. BOX 368
W. 3= MA10M AK FNNM 10 IK
SAFETY KVMOR. FLOWA 3095
mart is "oax K
mAl G P mom
AD-FA-0010
PHONE (613) 726-1138
,mot aomm�F� No you nw am
i
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 -GA. GALV. STEEL STRIP _---�
SECURED WITH 7/161 X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
aLir, cr.,or�+ pis
FOR TRIPLE WIPES
FOR DOUBLE W M
.21A'_231
I I; I
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS
AT A 5' ANGLE
STAGGERED
CENTER LINE OR MATING
iLINE OF TRIPLE WOE UNITS
30 GA. GALV. STEEL STRIP
B' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF .CAp PER SET-
UP MAN. OVM GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
1WND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
PANVIW
—3/6' X 5' LAG SCREWS .. A SCREW SET BACK-5
1/4' SMOOTH SHANK) SEE CHART ON AD -FA -MI FOR DOUBLE WIRES
— FOR TRIPLE WIRES
FOR MAXIMUM SPACING / ,I--FOR
21 4 rl 4
1 4' TO 3 4' GAP
ROOF PERIMETER RAIL-Y
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE j4)
CROSS—SEC11ON
FOR GAPS IN ROOF SYSTEMS INSTALL WOOD SHILL AT ALL LAG
TO 1/2% INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
NDS01 LAG LENGTH 1 1/2'. TIGHT (SEE NOTE 2)
L DMMEs) CROSS—SECTION (W/GAPI C Wa 91.0 i91.07
L 2 1/i INL PoCpAlION NTO FECEIMI6 &10= 6 REOUtiED FOR LAC S=K
2 wm Mus TO K FROM ST'F p YN. ON 81TTF]t
rxrxGAPwrdYN.� APPROVED BY
OSO OR PLIMOCO MAY K USED IF til00iESS EOIUI.S GAP VMD14 X jr YIN Sn* Revis d
l SEE OM OETALS FOR COIAEM HOOF 1imcrm S lQ.i IN May 24'; 2006
4, IWIN IFSTAU.AG A LAC SIilE1M KM A RIDGE WK W-M'A 3/C QFNWKE Ja:hn C. n. P 1:. 7AINC��
NU THRO O THE FVW M KAIL ST:OONO-DI{u A 1/4' HOLE 110t000H THE
p M%M NIX �y FM !l2 Engkverb lg, Inc FEDEPI L MANUFACTURED HOME
iaR ale LAG 30tEV5 04LT. THREAD LAC TII�iE DNS ARE CONSTRUQIDN AND SAFETY STAND RDS
S We MAXIM SnET+ L If7CIR.
JAC OBSEN ilOMES TIM sEaMWG AM MAW= A� DRAM Olt M.T. DATE os-22-06
alnw. PRWWU tY, AND Oonocl M DRAMWG 1ITLE
uvro P.O. FLORIDA
W- SM w� � � IK M ROOF FASTENING I�
SJIF PH HE01HARBOR. F 26R 11 A 346oS ASfPf71i FTlA sent NpOgs 110 UM NE PMONE (OIJ) •726=113aypl� �T �ix ORAIWG MUE®Elt
AD-FA-0020
6
_METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIN. Y OVERLAP AT SEMI) CENTER OR MATING LINE
SECURED WRH 0 X 7/1r HEAD X f FULLY THREADED SCREW
AT EVERY F49 (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I• I
771
j I I
I• I •I
1 • X 7/16' HEAD, X. Z'
I I FULLY THREADED SCREW
RID GE CAP I I NO MORE THAN 12- O.C.)
i � I
I I
I I I o
a
i I i B
Ll
ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS 1
OR CLOSURE STRIP RUNNING 1 1 L>
ENTIRE LENGTH OF ROOF ( ,
I �
IMETAL ROOF PANELS STOP , APP. Y FROM CENTER LINE
I ,
SR
Ref: EX-13-0051 and 530 GA. Gov sTEa�
• X LENGTH OF ROOF (SEE AD-FA-0020)
AD-FA-0020 SECURED 917H 7/1C X 16 GA. STAPLES
NDS01 RAL PENETRATION INTO DECKING
(ALL ZONES) (SEE CHART ON AD-FA-OODI MAIL SPACING)
(ALL EXPOS110) ,
�U'1'1•,a: APPROVED BY
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING. Pvg9;71S��>
ON Sep10,2008
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9. O.C. RIBS.In1�.
' r. I V
SCREWS NAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND 6�'0-�;� ' -
FEDERAL HANUFACMED HOPE
TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVENopwing, Ino COHST UMOH AND SAFETY STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECIIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
DRAN W.
JACOBSEN HOMES 1� D.M.T. BA1E OB-25-o6
taw. Www AID oo:�Drm p1UYwc ME
MA19M W ,UCOBSDI VMWrFACRM W METAL ROOF RIDGE CAP —
P.O. BOX 365 W.sm WAt01F15 AIIE "am 10 IN
Hc SAFM HARBOR, FU MA 3095 rEm rat 9?l1s� ai mp l o m E Diffi-m aft
PHOE (WA 726-1138 w7cammmsmw9mom AD-FA-0021
i
ADDENDUM
MULTI - WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
SEE AD—FA-0020
6° STRIP ROOFING CEMENT
RECOMMENDED I OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORICANALI CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
��ls MULTI —WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA APPROVAL•
'ROVED BY
it
.X1N 1 5
!"JACiwa �aa
lift,NS
awwosair'rswovu;
17=JACOBSEN H00 MES r05 AND ND DRAW BY: C.L.Y. DAB. 6-5-95 REV. �'''`
THESE SPEpf1CATI0NADRAwNGS ARE
■ WMIAL PROIWAIM AND 0 W10 Tm DRANANG IRE:-
P.O. BOX 368 °ATIMAIS OF 4WOMEN YANUFAMMIG M/W ROOF SEALING
!IG 20 YAT AKS ARE PROVIDED M THE
SAFETY HARBOR, FLORIDA 34695 REOEIQ FCR 9W PIRPM"MW EE DRAMIG NUUSM
PHONE (B13) 726-1138 IDPT msIDOIR4 90 s00 n= OHM AD—FA-0025
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
30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
JACOBSEN HOMES r1o�Tc�
THESE SPEdf1G1TI0H9 AND DRATi1NI5 ARE
■ MONAT. PROPRETART, MID COHTIOEHTW.
>" P.O. BOX 368 MATERIALS OF JACOM MMAIrACTIIRING
INC. SIM MATERIALS ARE PRON O TO THE
SAFETY HARBOR, FLORIDA 34695 RECPENT rCR S IM Ajr= No No K
PHONE (813) 726-1138 IOPT CCNfMLq AND IOU 11101 OTHERS
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)
ROVED BY
JUN 1 5 W5
[ I INC
KNIWWACTUMMW
CDC c"Nowm
DATE: REV. U: R:
C.L.Y. 6-5-95
r....._._ "'— M/W ROOF SEALING
AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. TNSTAI ATION-
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA.
Z INSPECT THE METAL FLASHING IN THE HEARTH AREA TO WE THAT IT HAS
80 NSULLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA'BETWE01 THE FIREPLACE AND THE HEARTH).
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS: -
A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSEMBLY.
IL SECURE THE HEARTH EXTENSION 10 THE FLOOR W/ 4 18 x 2' WOOD SQTa
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
NTH A NON-COMBUSTABLE CAUUONG OR MORTAP,
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
, TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
NOTES:
DAPIA APPROVAL
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPROVED BY
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
J
GYPSUM, TILE, STUCCO, ETC... MAY BE. USED IN LIEU OF THE TYPE
INAINC1111,
JLIN 218 M
OF FIREPLACE SURROUND SHOWN ABOVE.)
aaNr�sa,clu�� '
tQmticrawowrnswovo
I I
JACOBSEN HOMES NOTICE
1NESE AND DRAWINGS ARE
I
DRAWN BY:.
C.L.Y.
DAIS
6-16-9,
REV LETTER
,,
P.O. BOX 368
sPEalulnoNs
OMONAL. PROPRIETARY. AND COWWTIAL
MATERNAL" OF .IACOM MANUFACILONG
DRAWING TITLE-
SHIP —LOOSE HEARTH
i
SAFETY HARBOR. FLORIDA 1A 34695
PHONE (813) 726-1138
PIG M MAIERIAIS ARE PRONDED TO THE
REC> W FOR 9'ETfIC RFP O NO iOl EE
IVT COWWTK NO moo FI= oDom
DRAWING NUMBER
AD-FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, {if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY tzEv.
OW 25 20
INrPINC.
FEDERAL MANUFACTURED HOME
MNSTRUCTIONAND SAFELY STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED EY
NIP] INC.
FEDERAL MOUFACTURED HOME
OONSiRUCR0101jAD SAReTY STAADARDS
DEALER (SET- UP) 'INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT'IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. //,V- TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L _n11
SIDEWALL
3/8' WIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SiEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(IB' x 14 1/2" MAMMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/6' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' x
1 1/2" a 16 CA. YIN. STAPLES 1 1/4' O.L AT PANEL EDGES AND 3' O.0
AT ALL FRAMING MEMBERS (NO GLUE REQUIRED)
MARRIAGE WALL
3/8- SHEATHING TO BE INSTALLED ON —SITE.
K2
VANOZONE III
(110 MPH)
ALL EXPOSURES
DAPIA APPROVAL -
APPROVED EY
Y
E 41INC.
IN
I= FEDERAL MANUFACTURED HOME
I ODNSTRUCTION AND SA M STANDARDS
JACOBSEN HOMES NODRAWN BY: DATE V. LETTER:
THESE SPELIF1CAnoNSAND AND DRAWINGS ARE R.R. 4-27-98 -
■ ORIGINAL PROPRIETARY, AND MWIDENTIAL DRAWING TITLE.
P.O. Box 358 MATERIALS OF JACOBSEN MMWACTURINC _
„ SAFETY HARBOR, FLORIDA 34695 W_ SICH MATERIALS ARE PROMMI) TO THE TRUSS SHEATHING
PHONE (813) 7Z6-1138 RECKNI FCt FROM W.CEXD LAPOMSAM MST
BE DRAY4NC NUMBER:
AD-HR-0001
12
HINGED ROOF DETAIL
D15 mm Cr WE m RA15P ROOF Rm
Sim Pm7m m wr-w Pos1DON a
APPROx n ur.
LFT Ma w SEC11011 sY61F mlmy Km
APART. UXAX WW POLAR WnW W OF
END OF ROOF ICKK AND AVW IFTNO WW
2 RE CF A UM N 4E rd1 RAIL
HINGED ROOF IN SHIPPING POSITION
6 Sw p F02D Kw POST TOP m
.1101r rosct m3-fair
am
HINGED ROOF IN SET—UP POSITION
REF. CALL. PG. C-RF- 223.0 - 223.6
I BUM RA15ED ROOF SECTON N K RMM PDB1101 KM S74 M HNGm APPROVED BY
KNC POSU Imm Pamm ! Revised
d Jun 06,2006
John C. Doeden, P. INC.
K'_J Enlsfr? rRrq, Inc FFDFRAI YAMIIFAfTUAWD HMO
CONSTRUCf10N AND SAFETY STANDARDS
dACOBSEN HOMES mm me DR um Ne MAN BY: um DATe 06-02-06
DR1 u, PRat'mmy AID emm- AL DRAMNC 11TLE A
FA BOX 3N was Or AI EM UWAMM HINGED ROOF DETAIL
He wal IlAnwa IN P1OM 10 TIE
SAFETY HARBOR. FLOFWA 34695 FM"l FOR SF841O P)<!= NO lust IE. DPAWNG NWBFR
PHONE (813) 726-1138 wT corma m #m lw mm ands AD—HR-0002
13
HINGED ROOF DETAIL
- - - -- -- 3- INN.
. ROOF.
RAISE EXTENDED SHINGLE AND UNDERLAWaT
AND A MIN. 4 1/2iYADIH OF ROOFING CEMENT
TOP OF LAST SHINGLE ROW ON FINM ROOF SEi
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 61X 8- BLOC( BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE YNTH
3-05 X 3- WObD SCREWS EACH SIDE OF GAP. APPROVED BY
Revised
• N1Nov 30,2006
• INC.
` • -tpI FEDERAL YANUFACFURED ROPE
MRSTRUMOR AND SAFETY STANDARDS
3.
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
VAND20NE IN
(110 MPH) '
ALL EVOSIDRES
NOTES: ENGIW APPROVAL: DAPIA APPROVAL
I. PAM RM I= SECTO N THE RAISED P0970 BiOR SVMQNG 1W M li
KNG POSTS MID POSITION
John C. D0860 F P
K2 EnginW#0 l=
xOTICE. o"Im BY DATE REV.ILETIFR
JACOBSEN HOMES rax srcarums as pUom ARE D.T. 10-02-06
ID o
ORIOLU. NKFOKM. AMMMA� DRA'MNG 717LE: .
WILMS OF JACMM YANFACAMD
P.O HINGED OR Nc 2= VAIMM AK POUNED TOAc
oviro Il WW 10 S!!ti/IC HINGED ROOF DETAIL
SAFETY HARBOR. FLORIDA 346oS RW= AND OW R DRAIYN,^. ►�R:
PHDHE (eta) 726-1138 nn aomoo m ARo smm 9= mas. AD—HR-0003
14
LL ON SITE 150 FELT WITH A 6' MIN. OVERLAP ONTO MAIN
CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK -�
ONE—PIECE SHINGLE
UNDERLAYMENT
2' MIN. OVERLAP (TYP.) a
n n .......... F
N
I i l i l '6' MIN. TAR AS SHOWN
I .(APPUED ON SITE)
.SEE NOiE. z
#3. s
I 1 ... ..........
3' MIN.
I i l 11 I I
I I I I I I I SEE DETAIL A
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 INSTALLING THE 151 FELT AND SHINGLES.
DETAIL A
1•k; -.
1. CE1116aNG OF 151 FELT IS NOT REQUIRED W ANY AREA EXCEPT WHERE NOTED.
2 FAS•�ONG OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHIN S ARE INSTALLED.) ' }
3. D THE FIRST LAYER OF ON SIZE 15/ FELT ONTO THE FIXED ROOF A MIN OF 6' AND UNDER THE LAST
COU SE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIX® ROOF.
4. I ED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-00D1 (WITH SPECIFIC END PANEL LAYOUT).
AD-0-0002. AD-HR-0003. AND AD-HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
AVROVED BY
INC.
MANUFACTURED HOME
CiION AND SAFETY STANDARUS
NOPICIit DRAWN BY: M.T. DATE 9-ZO-O3 REV LETTER
JACOBSEN HOMES TOM >� ANC MAW= ME
ORr 4& PROMUM. AM CbIF BM& DRAWING TITLE SHINGLE AND UIDERLAYMENT
MA1DO&S OF 4WOBSf71 YM WACM"
P.O. BOX 368 W. MW MAMMALS ME PROYM TO 11E APPLICATION ON HINGED SECTION
SAFEPYOHEE (B13) 726-1138 M XAM SM KrQM& DRAWING NUMBER AD-HR-0005
15
PEAK INSTALLATION DETAILS
i
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) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 18" O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
/
�V
I 'I
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
NDS01
RU' C&' CRC - 167.01 - 167.02
NOTES:
ENGINEER APPROVAL
DAPY1 APPROVAL:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHINGLES.
APPROVED BY
Revised
r Q�
rNC.
Jtm 09 ,2006
L
John 0. uoedwi, F.C.
F
.92 LRC�F� rjrig,'!IG
CONSTRUCFION A110 LFET'SfVIDAp11
Noncr., DRAWN BY; DATL REV. IETTEA:
JAC OBSEN HOMES mg wmgnams Am 0"vo s AR[ O.A. 06-06-06
0MQNAE, MPRE101. AM ttWMnw DRAWING 11ILL
W- 91101 YATUM ARE pRpltR„y A M PEAK INSTALLATION DETAILS
SAFETY HARBORS FLORIDA, 34695 McPal rail 9[01G NN'O�S AMD NUST K DRAN6IG M116ES: .
PHONE (727) 726-1138 mr m,I .WDmANo saw mom afmmL AD—HR-W06
16
SHINGLE�UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE -
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT
TO ROOF WITH A 6" MIN. WIDTH OF TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING ROOF DECK AND/OR E)OSTWG
FELT AS SHOWN. FELT AS SHOWN.
NOTES:
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
DAPIA
BY .
AUG 0
RIX" wAmmmm W*
cOwmc=AwmTyswvm
NOTICECRAVIN BY. OAX- — REV. LETTER:
. m..
JACOBSEN HOMES Mg SKCMMK NO DUO= #A T7-28-04
=;RWK nIM01M DRAWMG TITLE-'
0, = .Z,C SHNGLEAMRLAYMENT INSTALLATION
P.O. BOX 368 W- M MAMIALS AK FWM TO K
SAFETY HARBOR. FLORIDA 34695 PEOMI FCA TT[aTlt PYRIM NO W9 K DRAWAG NtWKR:
PHONE (727) 726-1138 IVT WfWPX At XCPIET RIOT OTITISAD-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
MEMBER W/ STAPLE OR NAL
BANDING STRAP WIPED' AROUND PIPE AND FASTENED TO FLOOR FRAl1JNG:
TIDE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTANED TOWARD THE
I OUTLET. WERE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
OOT MAY BE USED WREN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
I.,� VIEW OF DRAIN PIPING
NOTES:
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
PIA APPROVAL:
INC.
JACOBSEN HOMES DfsESKCf10NOTIM
VM MODRAWMRSAFE. uHAMIer R.R. I
DA' 7-17-97 REVIELTEiL:
1 ORIGIN FROPR[TNt , ND oaraloolvt DRAW—W 11AL'
P.O. BOX 369 hL 2PM 01 U AK rwl=10 Dm PLUMBING SUPPORT
„ SAFETY HARBOR, FLORIDA 34695 Aitrort wR WCtY r7t'O3[3 ,yam
PHONE (e13) 7za-1138 an Cmnxw L qq 100,M cyM DIiAxIIc NlA19FA. AD—PI-0001
u
18
_u*j
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.
PPROVED BY
MW V
INC,
IYSTANOARUS
JACO BSEN HOMES NOTICE: DRAM BY. DALE REV. UMTHESE sPE�TCAnoMs AND oRATw,cs ARE M.T. 3-30-05
ORIGINAL, PROPRIETARY, AND CWIOENDAL DRAWING TITLE
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACRMC
INC. SUCH MATERIALS ARE PROMOED 70 THE OPEN PORCH RAILING(S)
SAFETY HARBOR. FLORID 34695 P �AND�SM DRAWING NUNW:
PHONE 726-1138 KEPT CWMIK AND 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 AD—PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETNLS SEE
AD—PR-7002 j� SEE AD—PR-7008
SHIP THIS SEC. L 00 SE
j — � — — —(SITE INSTALLED) — — — �
FOR OVERHANGS
SEE AD—PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED �— FOR ROOF VENTING BOTH FACTORY —
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI -\L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF .;ITE ' INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
APPROVED BY
Revised
Oct 25,2007
ON 14 INC. !
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE
DRAWN BY:
DATE:
REV. LETTER:
JACOBSEN HOMES
nESE �EaFtcAlroNs AND oRAWrM aRE
O.A.
10-24-07
min
P.O. BOX 368
DRICINAI, PROPFAETMY. AND CONFlDmun
MATERIALS OF JACOM MANUFACTURING
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR, FLORIDA 34695
INC. SUCH MATERALS ARE PROMOiD TO THE
KEOMT FOR SPETi1C PUI PM AND WST BE
DRAWING NUMBER:
® PHONE (727) 726-1138
KEPT pyiWTIAL AND SECIET FROM OlIHM
AD-PR-7001
20
ROOF. TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16' X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE 11
11' MIN. SITE INSTALLED DECKING O%kRLAP
FACTORY INSTALLED ROOF DECKING � 1L
000doo
SEE NOTE /2
MAY B NOTE BEAMS I 18' MIN.
DECKING VN
CROSS—SECTION
REF. PG. RC-07-0044
Sol
SITE INSTALLED 7/16' MIN, ROOF
DECKING SECURED WITH 7/16' X 1 1/2'
X 16 GA. STAPLES, 2' O.C. UAX. TO
EACH 16' O.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA_:.ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
C-FS3 - 88.01
W1NOZONE'N
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH Jun 09,2006
110 X 4 1/2' SCREWS 9' O.C. MAX SPACING, b ®,�
1 SEE AD-FA-0020 FOR CAP TREATMENT BETYIETNN SECTKXIS. .;ohn C. 06�n, p1m. FEDER"ma lFAC7u I-C.
.Nore
K2 Enginwrirtg, lnr. cONSTRuenDNANDSOF17YSTANDARDS
NOTIC& CRAM BY: DAZE: WV. IEM
JACOBSEN HOMES � NoR�Aw O.A.06-02-05
4. P.O. BOX 360
wmb" s of �X wwrACANbc DRAINING nRi
�� 726-11 W6 SUa UTUN S AK PROYM 10 Di ROOF TO ROOF ATTACHMENT
SAFETY HARBOR, F34695 >iOW RB Nf= FiNUO ANs um K DRAW NUMBER PHONE (747) Z6-1138 evr oD..t,Fna,ND aaEr FAOI ows AD-PR-7002
74
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19. O.C. MAX BETWEEN OUILOOKERS
oC ...
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160-
DOUBLED END ZONE RAFTERS
TYP. 16. O.C.
19.0
Y4j 0 48. 0
lz
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .1310 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT; AND .
MIN. (3) .131- X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLQOKERS SHOWN ARE 2 x 6 SPF /3 FLAT OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
I t TOGETHER W/MIN..131- X 3-
NAILS OR MIN. 7/16' X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP rfi BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER J `- 2 X 6 OVERHANG FASCIA
W/14N. (5) 7/16- X 2 1/2' X 15 GA. END ZONE ASSEMBLY NOTE
STAPLES OR MIN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) CUTLomm To DE SEam M EACH
IM
(TYPICAL AT ALL CENTER BRACES) IN X TRUSS DI o � �
SINGLE TRUSS ONLY
REOb OUTSIDE OF
3 FT. AREA
,....SS NAY BE
PLACED ON Efi 0 SIDE
NDS01
MUTES:
I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUKED.
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:
oumm7:
PEHEIRATM
.131 PD NAIL
5
1 1/2'
15 GA. STAPLE
8
1* 1.
P SCREW
2
1' (10171p)
OUTLOOM FASTENERS MAY BE 96TAM
nN TOP CHORD DONH F PE1JfTRATION
IS MAINTAMD.
W.CALCS. C-RC-197.01-197.02
John C. Docd-een, Rt
K2 EngineQTgng; Inc.
xmme DRAWN � JACOBSEN HOMES
TiESE SPEGYIGITDNS AID oaArlcs ur£
ORU1Ul. I'mr ay, AND CWUWML DRAWING 7111E
W1EMS OF O MM YffiffU1URl16
P.O. eox 36B w- go MATIHAIS ARE PNowm m THE END ZONE
SAFETY HARBOR, FLORIDA 3469S RMFW FM SIC FtW= ND MM ME DRAW= NM
PHONE (727) 726-1138 I vT COMM AID SIFT J M 071m
WINDZONE 111
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF'D.L.
APPROVED BY
ON
Feb
'� 05,2008
FEDEfU1L IUWUFACIURFD NOYE
CONSTRULTION AND SAFETY STANDMOS
O.A. DATE 1-29-08.1
M. LETS.
HANG ASSEMBLY A
AD—PR-7003
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
ITRIPLE WIDE CENTER SECTION PEAK \ — —
91 INSTALLED DEDONG ON PIT= NO BLOCKING REQUIRED
TRUSS SECTION do REMAINDER OF AT CONTINUOUS PANEL
807H OUTSDE SECTIONS (2 FULL
ROWS OF SHEAMNG) SEAMS BETWEEN TRUSSES
-SEE OTHER DETAILS TO SECURE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
TRIPLE WIDE MARRIAGE LINE
MANUF. INSTALLED DECI(ING TO HERE
I
WNDZONE RI
ALL EXPOSURES
(110 AIPF1)
20 PSF ROOF
10 PSF D.L.
NOTES: ENGNEfR APPRWVAL: DAPUI APPROVAL-
1. 1/6' MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING �:_A
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 W Revised
SPAN RATED) DECKING (EQUAL OR BETTER). JohnCr. 00 1. Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 Eilg,:i4oA:;_1 �, !010- INC.
SAME DECKING PATTERN. N1
FEDERAL MANUFACRIRED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2" X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3' 0/C EDGES AND FIELD
JACOBSEN HOMES ffm Spa m a o mum f �� BY:
O.A. "' 10-24-07 10. `ETi°'`
awo & Paaww.AND ummlaAL Min TRTT-
P.O. BOX 368 MATMALR DF 4ACOM MANLFACRFdNG n
n- S" MAXIMS AK PNDA®10 DE ON SITE PITCHED ROOF DECKING INST, A.
SAFETY HARBOR. FLORIDA J4695 AEMM FtR SPM NpPgyp mm at wVmG Nlm
PHONE (727) 726-1138 IVT 001MODMAL no mu Alm am AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR OUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION --I-
/
CEILING PANEL-/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
APPROVED BY
0 N Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE: DRANK BY: DATE: REV. LETTER:
❑ ❑ JACOBS EN HOMES THE SKCM HONS AND DRAWS AM O.A. 10-24-07 AA
❑ ORM/4. PROPRIETARY AM CONFIDENM DRAWING TITLE
MATERIALS OF J ACOM YANUFACTURM
❑" P.O. BOX 368 INC SUCH MAmaALS ARE Mvm TO HIE SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR 9Eof1C MOSES AM INST BE DRAWING NUMBER:
❑❑ PHONE (727) 726-1138 WT COTJfDEATR ND SECRET FROM OTHERS AD-PR-7005
24
ROOF VENTING
F-1
MARRIAGE WALLS I I
TIN. 100 S0. K CUTOUFS FOR
�r VENTILATION OF ROOF SECTION
(SEE OW1 FOR KWKMENIS)
100 SQ. IN. CUTOUT VENT HOLES
N
REQUIRED 1N FLAT ROOF SECT10
(1601 X SECTION LENG7)t CUTOUT HOLES
o To 15-6- I
15-6' To 31'-3' 2
31'- TO 16 -W 3
46'-Io' TO 6 -6-
67-6 TO -0 S
I I - MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LOW_VENI
Ear i�r
050 So. IN, VENTS REQUIRED
3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
W 1—�
CENTER LINE OF CENTER SECTION
(11d) I SECwa tocat "m lo11 I too %m
31- 10-4 6 r-w i kvw
I -w A -{ 2 _ 1 U► SK
it r A 3 2 LA SK-
.0 Am141 10 NLMVAG 1111R
4—r *j
r_j --- nr. 5o so. K ROOF VENTS •-
LOW VENT (SEE CHART FOR REOLAREMENTS) LOW VENT
/ / MARMACE HALLS
SITE INSTALLED Fn CENTER SECTION OF ROOF.
J
0
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W
1
I
I
I
I
I
1 Y
1�1
DAPIA APPROVAL:
PROVED BY
Jo 14
INC
AL MANUFACTURED HOME
-p1 imm AND SAFETY STANOAROS
Noince DRAW BY: DALE REV.
LEiIER
JACOBSEN HOMES uMskanCANNSAND DR►MMAK R.R. 01-22-04
w°OMAL iS a AcOM w °�°�A°O1WRM PA SAW Ate` ROOF VENTING -^
P.O. BOX 36B SIC 9" MARRIALS AK PROW= 10 1K
SAFETY HARBOR FLORIDA 34695 KU'EN1 FoR 9W PjrM NO ag tK DRAVM NUMBER:
PHONE (727) 726-1138 1VT co"O1uL Alp Stx1 Favor own AD-PR-7006
I I - MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LOW_VENI
Ear i�r
050 So. IN, VENTS REQUIRED
3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
W 1—�
CENTER LINE OF CENTER SECTION
(11d) I SECwa tocat "m lo11 I too %m
31- 10-4 6 r-w i kvw
I -w A -{ 2 _ 1 U► SK
it r A 3 2 LA SK-
.0 Am141 10 NLMVAG 1111R
4—r *j
r_j --- nr. 5o so. K ROOF VENTS •-
LOW VENT (SEE CHART FOR REOLAREMENTS) LOW VENT
/ / MARMACE HALLS
SITE INSTALLED Fn CENTER SECTION OF ROOF.
J
0
z
W
1
I
I
I
I
I
1 Y
1�1
DAPIA APPROVAL:
PROVED BY
Jo 14
INC
AL MANUFACTURED HOME
-p1 imm AND SAFETY STANOAROS
Noince DRAW BY: DALE REV.
LEiIER
JACOBSEN HOMES uMskanCANNSAND DR►MMAK R.R. 01-22-04
w°OMAL iS a AcOM w °�°�A°O1WRM PA SAW Ate` ROOF VENTING -^
P.O. BOX 36B SIC 9" MARRIALS AK PROW= 10 1K
SAFETY HARBOR FLORIDA 34695 KU'EN1 FoR 9W PjrM NO ag tK DRAVM NUMBER:
PHONE (727) 726-1138 1VT co"O1uL Alp Stx1 Favor own AD-PR-7006
.0 Am141 10 NLMVAG 1111R
4—r *j
r_j --- nr. 5o so. K ROOF VENTS •-
LOW VENT (SEE CHART FOR REOLAREMENTS) LOW VENT
/ / MARMACE HALLS
SITE INSTALLED Fn CENTER SECTION OF ROOF.
J
0
z
W
1
I
I
I
I
I
1 Y
1�1
DAPIA APPROVAL:
PROVED BY
Jo 14
INC
AL MANUFACTURED HOME
-p1 imm AND SAFETY STANOAROS
Noince DRAW BY: DALE REV.
LEiIER
JACOBSEN HOMES uMskanCANNSAND DR►MMAK R.R. 01-22-04
w°OMAL iS a AcOM w °�°�A°O1WRM PA SAW Ate` ROOF VENTING -^
P.O. BOX 36B SIC 9" MARRIALS AK PROW= 10 1K
SAFETY HARBOR FLORIDA 34695 KU'EN1 FoR 9W PjrM NO ag tK DRAVM NUMBER:
PHONE (727) 726-1138 1VT co"O1uL Alp Stx1 Favor own AD-PR-7006
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED
SITE INSTALLED VENT CAP OR SOLAR TUBE PLUMBING VENT PIPE
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP (EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'A') (SEE DETAIL 'B')
/SITSECTIONLLED OF ROOFER
`- EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
`-- FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. CEILING PANEL
EXTEND TO RANGE HOOD
II I MARRIAGE WALLS MARRIAGE WALLS -- j
FACTORY INSTALLED FLAT CENTER SECTION I
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT PLUMBING VENT
AND FASTENED TO ROOF
DECKING OR BACKER ROOF FLASHING
WITH MIN. 4— 8D NAILS (SITE INSTALLED)
IN LIEU OF FASTENING
DUCT TO VENT CAP.
VENT PIPE
SITE INSTALLED FLEX DUCT (SITE INSTALLED)
COUPLER
SHEET METAL d .A (SITE INSTALLED)
SCREW0'**'—Y
FLEX DUCT (FACTORY INSTALLED) , VENT PIPE
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECUREDD(FACTORY INSTALLED)
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE DETAIL ' B'
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
I. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS, tIlION
BY
2 SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING. J V
4. RANGE AND BATH/AIR OUAUTY FLEX DUCTS TO BE SPLICED WITH INC.UM TAPE AS SHOWN IN THE DETAIL ABOVE. \ I�
S SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH `I �J
APPROVED GLUE. D HOME
ETY STANDARDS
NOTICE DRAWN BY. DATE REV. LETTER:
JACOBSEN HOMES 7mmwomI�Ae�� R.R. 01-23-04
ORIGINAL IMT. AM COIrM ML DRAWN. TITLE: _
""'ERIALS OF AOOMN UMWACAXRUG PITCHED ROOF EXTENDED VENTS
N P.O. BOX 368 uc %X N MMTDMIS ME FRDVM IO VIASAFETY HARBOR. FLORIDA 34695 iiOPOIT ra SKOK K NW w0 MIST 6E DRAWNG MUMMER:
PHONE (727) 726-1138 ApT aom nE ak AM SWIET nW OHERS AD—PR-7007
SITE INSTALLED SHINGLE AND UNDERLAYMENT
15/ FELT TO HAVE A 6' MIN. OVERLAP _\
AND A MIN. 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENDLAP SEAMS.
I
' 1 1 r
11 I I I! 1
MEA
a�
FED INSTALLED 151 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 1NTH A 6' YIN.
OVERLAP AND A MN. 6' W1DTH OF ROOF CEMENT.
15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF RODF.
1
I F1P1D INST&M ROOF SHEATHING (IYP.) \
I
I 6' WIDTH OF ROOF CEMENT WHEN
I OPTIONAL 151 FELT IS INSTALLED.
I
I
I OPTIONAL DYER OF tSj FELT
� I
� I
I
r� I
ONE-PIECE SHNiE
UNDER AYMDIT
ROOF SHEAR= (TYP.)
THIS Row OF SHINGLES To BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
LTHE LAST COURSE OF FACTORY INSTALIEO SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIQNG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
___ 1% 1.
m " m;t_r
F,
1X
FASTENING DETAIL WINDZONE W
(110 MPH)
ALL EXPOSURES
NOTESNOTES` ERR APPROVAL- DAPIA APPROVAL
1. CEMENTING (IF 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 Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED. 8 n IN I ANC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 Inc E NSTRUCUON AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
,�,NOTICE
THE„
,,,� �
n.:
O.A.
��"
10-24-07
EIOX
ORION. MOPRETARE AND umpm N x
uA11sm OF J"�"M
DRAW( 1IT -
P.O. 368
U ApE
� sua wAtE>ieAts ARE PRDYEFD ro TIE
SITE KSTAUIS SHINGLE AND UNDERLAYMENT
SAFETY HARBOR. FLORIDA 3095
BEDPENT FOR SPEDfiC P JNW A10 MIST BE
DRAYS NUMBER:
PHONE (813) 726-1138
an D@i1DE m me sm ffm OHM
AD-PR-7008
21
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
`N-
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
TYPICAL FIELD INSTALLED RAFTER
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105" X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BY SECURING
FASTENING FLASHING 70 ROOF.
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH 80770M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES.
DAPIA APPROVAL:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. T- X 1- X 16 GA.
APPROVED
BY
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
JUN
INC.
FEDE
AL MANUFACTURED HOME
CON
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
DESESEOFT MNS"DMIUMMAIX
DRAYN BY.
MA
DATE:
02-04-04
REV. 1E11ER
ORGKAL. PROPREIAR4. AND COWKNTML
DRATIRR; TITLE:
„ P.O. BOX 368
WERLALS OF .HCOBSEN MAM1fACTU1126
mc sx" mAuR LS ARE PR vw TD TI[
TV. FLASHING INSTALLATION
SAFETY HARBOR, FLORIDA 34695
alum[ Fat 9r'mIC PUII'M MO UMT K
DRAWNG NUMKR:
PHONE (813) 726-1138
RM CWVEMIMI AND WXI I'MM OTMM
AD-PR-7009
28
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
I FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE —DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE —DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE —DOWNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WHEN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ,NSTALLM
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND 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 S701
a 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-WWDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOI S 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER, ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER 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 (3150I DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REWIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (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 6LOCKNG REQUIREMENTS. ALL BLDCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES:
ENWW %kVMT ""D'�!!!zz
uAlIA ArrlsuvAi
G\STE,4 t�,�
ROVED BY /a,,,,.
THESE NOTES AND DETAILS ARE APPLICABLE
;•Q No. o .
=
5 10
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
ENE8703571
,uN 1
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
= .�
AND EXPOSURE V. SEE APPROPRIATE TABLES
�
'
INC
FOR SPECIFIC INFORMATION ON EACH.
TAT
/ Mqq
ArosArmswDr�
JACOBSEN HOMES
..
N°�,ce ''"'�
1NESE sPEGF1GT10NS AND wuwuLts ARE
'a rr\
�II���►'' C.L.Y.
DATE:
5-19-95
REV. LETTER:
■
P.O. BOX 368
CRCINAL• PROPRIETARY, AND CWIDENTLAL
MATERIALS OF JACOBSEN MANUFACTMNC
/�
/ `
DRAWING TITLL'
TD—GENERAL NOTES
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
INC, SUCH MATERIALS ARE PRONGED 10 THE
XEPT CCRECREWIo�aIIAL AND YSPECM ECaT FROl OOINM S NO MM BE
'H\
�AW1NG NUM5Jt AD—TD-0001
29
ADDENDUM
NORMAL TIE-DOIVN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
MIN,. "I
ANCHOR
�t t Q
\v\ 1V
FLOOR
WIDTH
EA. ENO OF
EA SECTION
ANGLE
YIN. 6
EA. END CF
EA SECTION
ANGLE .
u N. A
20'-0'
2
36'
2
45'
O
24'-0'
2
46'
2
60'
25-4'
2
50'
3
38'
26'-B'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0*
12"
8'-0*
31501
40'-50'
6'-8'
3150#
40'-50`
24'-0'
.12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
254
12"
8'-0,
31501
40'-50'
6'-8'
3150#
40'-50'
26'-8'
12"
8'-O'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
t
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
MIN. Ott.
ANCHOR
FLOOR
WIDTH
EA. ENO OF
EA SECTION
ANGLE
MIN. B
EA. END OF
EA SECTION
ANGLE
MIN. B
O
20'-0'
2
50'
2
68'
24'-0"
2
70'
1 3
504
254
3
45'
3
60'
26'-8.
3
45'
3
1 60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Of
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0"
12'
5-4'
31501
40'-45'
4'-0'
3150#
40'-50'
24'-0'
12'
5'-4'
31501
40'-50'
4'-0"
3150#
40'-50'
25-4'
12'
5'-4'
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5'-4'
31501
40'-50' +TTT
m11111'-0'
31501
40'-50'
CITES:
ENGINEER` O ,ff
DAPIA APPROVAL
1. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS.�.���
O •• GISTE9 •,� �
):: �� No. Fo'?'
PPROVED BYE
2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOWE.
ENEB
=
a1N 1 5
' °F tt..cc.
� �
INC,
���Oii�'•
,' Cvv�
• F ' • . , O I A+ G\ .�
'EDENluwgfKiNMIOE
EV.SIRURIDI AO wm swa m
JACOBSEN HOMES
NOTICE:
THESE SPEoncATIONS AND DRAWINGS ARE
lummil5 ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
368
CRONAL. PROPRIETARY AND CONFIDENTIAL
MATERIALS OF JACOBSEN UMUACV"G
,
P.O. BOX
SAFETY HARBOR. FLORIDA 34695
DIC. SOOE MATERDLLS ARE PROVIDED TO THE
REaraT rcR stalc PmOsis no wTsT K
CW'MTL NO SECTET FROW OTHERS
DRAWING NUMBER
AD-TD-0010
PHONE (813) 726-1138
PUT .
30
ADDENDUM
SEE �G 1�
ALT&RNA14� TIE -DOWN SPACING TABLES 10 �,�.ao�a
ZONED & lu/E1P. c kvo
i�
O�V
LONGITUDINAL TIE -DOWN SPACING TABLE
`K
YI6DTH
WIND ZONE II
WIND ZONE to
FA W OT
EA. sElu
MOE
MIL B
EL W OF
EA. StM
ANGLE
MrL B
2-V-4•
2
54'
3
40'
2f4
2
54
3
40'
25'4
2
w
3
44'
3
47'
4
41'
VERTICAL TIE-DOIYN /FRAME
(SEE NOTE 14 FOR ANCHOR ANGLES)
TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAYE
OVERHANG
VOND ZONE II
WIND ZONE NI
sPAaMs
ML HEAD
LD
AMnIOR ANTE
sPemic
Da. NEED
LOAD
AGM ANGLE
12'
5-4'
31501
40-45'
5-4'
31501
N-40'
12'
5'-4'
3150l
40'--W
64
3150l
35-w
25-4'
12'
5-4'
3154
40'-45'
S'-4'
31�.
V.408
26'-Il'
12'
S-4'
31501
40'-45
5-4'
3150)
35'-W
(SEE NOTE j4 FOR ANCHOR ANGLES)
ee�e�eeerrrr:�s���
vo �� C •. DoFo -.4
E IV
p�T�.•'�
01V Aill� eE�o®`
DOW
1. SEE AD-M-W FOR ADD W N& REQUIiEiOM
Z SEE AD-TD-0011.1 Fit MWOM PRR HEIGHTS REQULtFD FOR THE UNS
TABULATED ABOVE
3: TE-D011N DEM ON INS PAGE MPUW LE TO DOUBLE (ODES ONLY.
4. EN ANCNIR ANGLE SHOWN IN THE CURT ABUR GANNOT BE W VW,
INTAIED AN APPROVED STAR= PLATE
REF. CALC.
C-TD - 215.01 - 215.20
APPROVED BY
NA00
JUa 16,2009
INC.
FEDERAL MANUFACTURED MODE
C(lXSTRUCTION AND SAFELY STANDARDS
JACOBSEN HOMES DER; S1MMMAIM MS DRAW= AK �`"�" M.T. v" 06-04-09
UWWM FAY, AM CUW=M DRAWNG
P.a Box 36e MAIN" Of MAFWA01=9 ALTERNATE SPACING TABLES
W. SM MAMWIS AM FrOM TO TIE
SAFETY HARBOR, FLMA U695 RMMI FOR sic F1AtPW MD MW E DRAUG NLWM
PHONE (813) 726-1136 OUT CNIMOM W ZW FROM MMM AD-TD-0010.1
31
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.0
SEE FIGURE EO FOR ALTERNATE 72-DOIN EMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN .Iq
A
SEE NOTE 5 FOR
W JM HE1gIT
NOT S:
" _ ��� ��J �, `.'uC� '�,�4
PROVED by
1. SEE AD-TD-0010 FOR SPACING TABLES
���� O •� G�STERcc
�:
2. SEE AD-ID-0010 FOR QUALM OF LONGITUDIAL ME -DOWN STRAPS REQUIRED.
J Q� No.
=.
3. SEE OTHER DETAILS FOR BLDCIONG (PIER) QUANTITY AND OTHER REOUREIAENTS.
ENIE8703571
INC,
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS..
5.. ZONE 2/EXPOSURE 'C: 60' MAX6IUM HEIGHT
-
..p •: $ -Tr. : •4+
I
"'`�,clo AAoDAq
ZONE 2/EWMRE D': 44' MA)MM HEIGHT
ZONE 3/EXPOSURE V: 40' MAXIMUM HEIGHT
7 P
�i�Q�F ' � Q �� •
REF. CALCS:
ZONE 3/01POSURE V: N" MAXIAIM HEIGHT
������
��''i. S's/nA�
1• �������
N097CK O!N'p l DATE: REV. LETTER
JACOBSEN HOMES THESE SKMICATIONS AND DRAWINGS ARE C.L.Y. 3-27-95
CRTONAL. PROT7NE7AV. AND CCH►MTK DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTIATNG FIGURES 1.0 AND 1.1
RIC SUCH MATERIALS ARE PROVW TO THE
SAFETY HARBOR. FLORIDA 34695 WNW FCR S°ECFIC MWM AND MIST BE DRAWING NUMBER:
PHONE (813) 726-1138 WT COHFMIUAL NO SEW n= OTWM AD—TD-0011
32 1
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION
9100 11EDOIRfiIS • FL60R
rip.
L
AMm ma om ROLE fie) AI m ma (gF NOR: is)
FIGURE 1.1
omm BASED ON 0 llr 1-WM CEIM W 86' M MO)
eeeee_`n6GieDo a®0000
�0�.•�� G E NSF • F�
m
d� i r'� �i • �+'
O
m i 1
s;eee®pNA81 as � %,o oee
KI01E50
ru�111 FBnIT
1. SEE TD-0010.1 FOR SPACM TAM
APPROVED
BY
2. SEE AD-1D-0010.1 FOR QIJANR OF LANIMIDIM TE-C I STRAPS REOURFD
Now
AINC.
� 16,2009
1SEE OUR DETAILS FOR MIMING (PRR) QUWW Alta OTHM REWIRENEHTS.
4. SEE ao-1D-0001 FOR ADDIDONAL REOU9tFIlENTi
FEDERAL
IDUNiAC11FE0
HOPE
5. WE 2/10FMIRE Y: 670 MA)M II W
CONSTRucnON AND SAEEN STANDARDS
mw 3/EffP06l1RE 'C': 56• LIAI m NEIGHT
6. *0 ANCHOR ANGLE SHONid ON AD -ID -Ma -I CANNOT BE MRM,
REF. C&M
RLSTALL AN APPROVED STAMBER PWIE
C-TD- 215.01 - 215.20
unnnn oT: c: .�.......�
JACOBSEN HOMES N01 I.T. unE06-04-09
71Eg 9'OCitb111d13 IYrD DRAm10S ME
OWfOiAL F OPIlOTTARY, A!D OBIOIDd11Al aRAIMNC TIRE
P.O. Box 366 BA> OF a00� MAeu MUMM FIGURES 1.0 AND 1.1
BIG slnl MAmlm Pm Plm►mm.T01I[
SAFETY HARBOR, FLORIDA 34695 RF W RR s M KW= AID YlST R DRAWNMI11BlR
PNONE (813) 726-1136 WT cmvmBIIIAL Nm MET INN go= AD—TD-0011.1
1211
ADDENDU
NORMAL TIE -DOWN SPAC
ZONE II & III/EXP.
U
(�1 MIN.
FLOG
O� WIDT{
13'-4
G TABLES
&D 1
ITUDINAL TIE -DOWN
SPACING TABLE
WIND ZONE II
WIND ZONE III
MIN. OTY.
EA. ENO OF
EA SECTION
ANCHOR
ANGLE
WIN. 0
WIN. OTY.
EA END OF
EA TCRON
ANCHOR
ANGLE
MIN. 0
2
43'
2
55'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
!FACING
DEL HEAD
LOAD
ANCHOR
SINGLE
SPACINGLOADANCHOR
DOL HEAD
ANGLE
12'-0*
6'
8'-0'
31501
1 40'—
6'-8'
31501
40'-50'
13'-4'
6'
8'-0'
31501
1 40'—
6'-8.
3150#
40'-50'
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III .
�r FLOOR MIN. OTY. ANCHOR WIN. OTY. ANCHOR
O EA. END ANGLEEAEND ANGLE
WIDTH EA SECTION MIN. a EA. SECTOkWIN.
e
12'—O'l 2 64' 3 47'
12'—O'l 3 37' 4 33'
13'-4'
1
3 1
42' j
3
55'
13'-4*1
4
1 30'
1 4
1
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
mom �xGLE
1
SPACING
DBL HEAD
Low
ANONOR ANGLE
12'-0*
6'
5-4'
31501
40'-4;5'
4'4
31509
40'-50'
13'-4'
6'
54
31501
40'-50'
4'-0'
3150 j
40'-50'
NOTES ENp;`EER O"�'i�A��'''i DAPIA APPROVAL
1. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS .`p?`:�G�SrE F '�.APPROVED BY
2. SEE AD-TD-0013 FOR MAXIMUM PIER H001TS REQUIRED FOR THE LOADS � •� IN ��O ? .
00or
TABuutED ABOVE.
ENE8703571 _ON 14 IN 1 5 �
3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. I N G
STAT'= F FLDEPA.
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2' y O kr �� EomAnaAawtnstAiov�e
I -BEAM SPACING 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE �% �`'•' �J/J1rO,QN ��' �`�
OVERHANG (6OVERHANG MAX EACH SIDE OF UNITS ��ii��ti 1•. .... (��`����
NOTICE ..In 1r Apo- C.L.Y. DATE: 5-30-95 REV. LETTER:
JACOBSEN HOMES nesE vEG CATMS AND DRAMM
UtIGNAL PRGPRETARY, AND OONr1DD111A1 DRAWING TITLE:
P.O. BOX 368 MATERIALS O dAC % MANUFACTIiENG NORM. SPACING TABLES A
„ SAFETY HARBOR34695 KGG?W rCR MAXIMS
�sNio ITl1GSTIK
PHONE (,,,)FLORIDA3726-1138 X" COi'MM NO SEav row crow DRAWING NUMBER
AD—TD-0012
34
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-ID-MZ IAIAE PER AD-TO-001I TABLE PER AD-ID-U012 TAULL FLK AL)-IU-MZ iAgt VLK Au-W-wa JAML r^L
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE 20 FOR ALTERNATE 12-DOIN iWOD
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TIE--DDVN KMOD
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES.
2. SEE AD-TD-OD12 FOR CHANTY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REWREMENTS.
5. ZONE 2/EXPOSURE 'C': 30 MAXI M HEIGHT '
ZONE 2/EXPOSURE 'D': 48' MAXIMUM HEIGHT
ZONE 3/EKPOSURE 'C': 28- MAXIMUM HEIGHT
ZONE 3/E1 MRE '0': 60' MAXIMUM HEIGHT
SEE NOTE 5 FOR
MAMW HEIGHT
C. Do - .*/.,,
�STEq��t�,L
Q N0. o" .
ENE8703571 ;
' SYA OF
APPROVED BY,
JAN !I $
INC
(Euw. WMFACIIlI�KZlE
Caswt�oiwoaNERU;>AIUnIIUA .
JACOBSEN HOMES
NO'NCT±"11�-'UN
L�^ ���
Wo C.L.Y.
^��
5-19-95
'�• ����^
TI+ESE SPECiICATmM5 AND Dwn9MNKjj
OFIGNAE. PROPRIETARY, AND CONnDWYM
11lRlIC
DRAWNG TITLE: -FIGURES 1.
„ P.O. BOX 368
MATERIALS OF JACOBSEN MWAC
DUG SUCH MATEIifNS ARE PROYOED 70 TIE
1.2 AND
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REcplDlf FOR 9EO7TC R18OtiEs NO MUST BE
10YT COKFaE11TIAl No wmn TRa o11m
DRAWING NUMBER
AD-TD-0013
35
ADDENDUM
ALTERNATE TIE- DO
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
PER AD-TD-0010 TABLE PER AO-70-0010 TABLE PER AD-TD-DCIO TABLE
FIGURE 2.0
SYSTEM
AO-TO-0010 TABLE PER AD-10-0010 TABLE
SEE FIGURES 1.1
i
AND 1.3 FOR TYP! CROSS-SECTION(S).
NOTES
OWLI G
�� Q G�PRSTE,q' •.cc '�.
DAPIA APPROVAL
I. SEE AD-TD-ODIO FOR SPAONG TABLES.
Nv. Fo '?
':
APPROVED
BY�
2 SEE AD-TD-0010 FOR WARTY OF LONCITUDIAL llE-DOYN STRAPS REQUIRED. -
: ENE87103571
5
3. SEE OTHER DETAILS FOR BLOC`0NG (PIER) QUANTITY AND OTHER REQUIREMENTS _
'• _IN
I
)
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
_
•• I'
�,�
INC
I' v
C � �Y �.•'•
�F •.!��I�,N. G���•�
n��ArAfALTA®NDIE
W6,RGiaMOYf[,Y591
JACOBSEN HOMES
Noss AND
THESE srEanunaNs AND oRAwNTs ARE
DRAM BY.
C.L.Y.
DATE:
5-19-95
REV. LETTER:
■
P.O. BOX 368
ORIGINAL, PROPRIETARY. AND CONnDENIK
MATERIALS OF JACOBSEN MAWFACIURING
s rWG
DRAINING TITLE. -
FIGURE 2.0
n
�`
„ SAFETY HARBOR. FLORIDA 34695
PHONE (613) 726-1138
O�a OR A I BE
OUT OONFWTUL Ago SEOV ream oTHTtS
//
DRAWING NUMBER AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOMI INSTALLATION METHODS
SIDE NETT OF MAIN FIIAW-
T�-DOWN STRAP
SEC OTHER DETAILS
FOR RE-DOMBM STRAP
SPECFICATIONS,
APPROVCD ANCHOR WEILDED TO
'MAIN I -BEAM (SEE OILIER DETAILS
SEE W-1D-0200 FOR FOR YIELDING) TO BE INSTALLED
RADIUS CLIP DCTA:LS AT E FACTORY.
(REWIRED DiS LOCATION). (Mw. 3150p WGRAING (DESIGN] LOAD
AND 47251 ULTWATE LOAD.)
GROUND ANCFiCR
SEE DM DETAILS FOR SIZE,
ANGLE AND OTHER INSTALLATION NOTES.
SOLD HEADED (CBOSSMEIMBER)
SEE AD-ID-0200 FOR
RADIUS CUP DETAL.S
(REQUIRED THIS LOCATION).
SIDE M
NOTES:
I. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AO-TD-oo10 FOR OIIANITY Of LONGITUDIAL TIE -Dom sTRAFs RCOUfIFD.
J. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANRTY AND OrNER REOIr,REWNTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
JACOBSEN HOMES
P.O. BOX 358
SAFETY HARBOR. FLORIDA 34695
PHC.VE (813) 726-1138
FIG URE 2.1
C X 3/+' EA ER
FRONT CUR INTO HEADER
FOR STRAP ATTACh1rElIT.
- MUST BE LOCATED
WITHIN 5. OF MAIN.
(FACTORY CUT)
i5(REQIDRED
CHASSIS i-BEAM.
SEE AD-TD-C200 FOR
RADIUS CLIP DETAILS
THIS LOCATION).
S' YAX
TIE-DDYN STRAP
SEE OTHER DETAILS
FOR TIE-DOW STRAP
SPECIMATIONS.
GROUND ANGM*
SEE OTHER DETAILS FOR S12E.
ANGLE AND OVER WALLITION
t,.,
�.�`�p �:i�'��.�' .cam'•.
T7R AP�PRovAI::,'..,.
EPIEa7'..r„
�pA
;410NA IL
,N,n111Its
ANCHOR BRACKET AND TL-DM
DEVICES ARE CERTIFIED By 010S
NOTICe eaawN By
TrM WLIK:AMNS AND CRAWAS ME
(Yt WAL F11CFWMY. AN3 CG►I WaV-'
VAMPS Or ACMZK YAMlACK4W
HG SUOI MAMMLS'W NMVM TO 1W
IQCIIDIT ►Olt FEWIC PJWM AW MAI K
wi ra.fOOAAL AK7 manT TROY cum
FIGURE 2.2
DAP.A APPROVAL•
C.L.Y. I - 6-13-95
FIGURES 2.1 k 2.2
a AD-TD-0015
37
f►1
C
TYPICAL FRAME 1-8EAV
/ CATOR BEAM CLAMP, NANUFACURED BY
TIE -DOWN ENGINEERING. PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
TYPICAL LONGITUDINAL ANCHDR STRAP
(FIELD INSTALLED) /
1
I .
NOTES:
DAPIA APPROVAL
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
A
PROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH 0, GRADE I STEEL STRAPPING, 1 1/40 WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
15 20
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
� � �,
FEDEI
IAL MANUFACTURED HOME
CONS
IRUCIION AND SAFETY STANDARDS
' • -JACOBSEN BIOMES
THESE SPEORCAIONx°B
TS AN ANO DRAMAN45 ARE
DRAWN
BY:
I M.T.
DATE;
6-1 Z-01
REV. UTTER:
DRAWING TITLE:
ORIGINAL. PROPRIETARY, AND W 01MMIAL
• „ :
P.O. BOX 368•
MATERIALS Of JACOBSEN MANRFACTURINC
OK SUCH MAMMALS ARE PRONDEO 10 THE
LONGITUDINAL STRAP ATTACHMENT
.
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
REORMT FIX SWICPURPOSES AND MUST BE
NTFT CONFIDENTIAL AND SEW FROM ODM
DRAWING NUMBER: AD-TD-O016
I . .
38
ADDENDUM
S�S �1• ��
OFFSET UNIT TIE -DOWN SPACING TABLES 1
ZONE II & III/EXP. C & D `�
i
LONGITUDINAL TIE -DOWN. SPACING TABLE
(+�
MIN.
WIND ZONE II
WAND ZONE Ill
FLOOR
0. OR
ANCHOR
UK OTY.
Mlm
WIDTH
EA.EIM
ON
ANfIE
EA. END OFANGLE
EA. SECTION
SEC
uoT. a
EA SEctaN
LOT. e
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42' .
13'-4
3
38'
3
50'
VERTICAL TIE —DOWN / FRAME TIE—DO1RN SPACING TABLE
MIN.
MAX
WAND ZONE u
WIND ZONE III
SPACING
D' HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
Low
AKHOR MxiE
FLOOR
WIDTH
EAVE
OVERHANG
10'—O"
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'
4'7
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WAND ZONE III
FLOOR
UK QTY.
ANCHOR
uw. oPL
M CHOR
WIDTH
EA. OF
EA. END
ANG1E
Ex gcnoN
SEC
uIN. a
&L
I
EA. SECTgN
uDl 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
LOOK
OVERHANG EAVE
SPAONG
DEL o�
ANCHOR MOLE
SPACING
De
LOAD
HOR ANCMOLE
10'-0"
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0"
12'
4'-0'
3100#
40'-50'
2'-8'
31501
40'-50'
13'-4"
12"
4'-0'
3065Q
40'-50'
2'-8'
3000j
40'-50'
NOTES:
ENCI` �� jaVALn��^ A
i�� D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
,.• G�5 rLrJR . •
��'
R EV 15 ED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
Q�' �7' y
I»TH THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
•��
SAP 0 9 1
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-M-0010). ;
2. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
;"
* �.
Vvl-
-O '
INC.
.
3. SEE AO-M-0021 FOR MAXIMUM PIER HEKHT REQUIRED FOR THE LOADS TABULATED
ABO
�'�� •. n FED
�'••
RAIL MANUFACTURED HOME
SAFETY STAND
`�
••••' �GCO
ss
STRUCTION AND
HOMES
'`0T1C& '�'�RE
,>,csc saEanunoHs ANDoaAriws ARE
��"
R.R.ACOBSEN
DATE'REV.
8-27-96
LETTER:
mB
P.O. BOX 368
CMONA , rnoaPul a,r. ANO W-lxAATui
Y
RO HAMMS AM OF dACOBSEN YANIU TO TKE
TO
oRAWING nnE:
OFFSET SPACING TABLES
HARBOR. FLORIDA 34695
PHONE (813) 726-1138
_
REEOPIEN1 RR SKOOM RMpsi NO K
ONSAFETY
►VT CMnk NO TCFjT TRIM OTNUK
DRANING NuuDER
AO—TD-0020
�6
,DS.
39
ADDENDUM.
OFFSET UNIT TIE -DOWN SYSTEM
PER AD-TD-OWD TABLE I MAK PER AD-ID-0010 TABLE
OFT O SECTION OF UNIT
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE—DONN
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
11AXDI11 101"l
AN(3E ANGLE
FIGURE 3.1
SEE FIGURE &0 FOR ALTERNATE TIE—DOVN METHOD
NOTES:
1. SEE AD—TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD—TD-0020 FOR OUANITY OF LONGITUDIAE, TIE—DOYM STRAPS REWIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND 07HER REOUIREMO:NTS.
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE V. 44' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HMT (32' 0 24' WIDE MIN.)
ZONE 3/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V.- 32" MAXIMUM HEIGHT (44' 0 24' HIDE MIN.)
(iABlES ONS AD-rD-ao2o APPLY
TD NMrANM MULiH�ADE cnoN
OF X UNIT -SEE NOTE 1. AD-
TYP. FLOOR SYSTEM
ANCHOR MaE
'G\STr:
No.
E ENE870
PER AO-7D-0010 TARE
W. CROSS-► DW
ANm mu
GURE 3.2
9Qp, ALTERNATE TIE —DOWN )VEfHOD
DMA APPROVAL•
• �'L�Y" APPROVED BY
im
FWEft
i71 •:
;f
. � . �, .• INS,
%. • ��/���1`t,`• • ��C������ casr"tiT��vo�s�c7r�surr�oo
JAC O B S E N HOMES
N073CE:
THESE SPECnCAnONS AND DRAWNGS ARE
DRAWN
BY:
I C. L. Y.
DATE:
5-11- 95
REV. LETTER:
„O
ORIGNAL. PROPRIETARY. AND OONFIDEHTIAL
11ATERIALS OF JACOBSEN MANIFAC7URING
DRABING
TITLE
FIG. 3.0, 3.1 & 3.2
P.O. BOX 368
SASTY HARBOR. 95
F726
INC. SUCH MATERIALS ARE PROVIDED 70 THE
CPFR CLAM MOPM
DRAYII NUMBER:
HONES (813) 1138
SECFgSM
AD-TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (WI OFFSET SECTION)
SHOWING TIE-GOM SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
E OV �i� DMA APPROVAL.-
NOTES:
r .F
1. SEE AD-TD-0020 FOR SPAC:V6, TABLES (OFFSET SECTION ONLY). `��•���� hoE9FoF.l,'�; APPROVED BY
2. SEE AD-TD-0020 FOR OUANITY OF LONOTUDIAL TIE-DOYM STRAPS REQUIRED.
(OFFSET SECTION ONLY) o` NE8703571 ti 5
3. SEE OTHER DETAILS FOR BLOCN•tiv (PIER) OUANRTY AND OTHER REOUIRE1AEN15. 1_
4. SEE AD-TD-0001 FOR ADDIRCCAL REQUIREMENTS t- : Q f4 14 INC
�'��, .•�jUTAN�;.•;��f`�� cao,R,c,a�.wwrnswcww
V
JACOBSEN HOMES
P.O. BOX 368
„
N077CE ....
THESE SPEOFICAT04 AND DRA►tNGS NE
MNAL PROPRCTARY. AND CCNIKINIK
YA1EJaA,S OF JCMSEN YANXAC1URw0
UAL+ UT*
C.L.Y.
DATE
5-11-95
RV. EETTEFE
DRAWING TITLE-
FIG. 4.0
SAFETY HA?-e-�. FLORIDA 34695
a�1 Fat gK� qJ� me � TO K
DRAIIWG NUMBER
PHONE (813) 726-1138
PVT CarP11011A& APO MOO 1Rcm DIIUS
AD-M-0022
•. 411
ADDENDUM
�C�QgS ALTERNATE UNIT TIE —DOWN SPACING TABLES
�QQQ ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
E+' MIN. WIND ZONE II WIND ZONE III
`J FLOOR Y OTY. ANCHOR UK OTY. ANCHOR
MOTH ENO OF N. EA. END Or ANGLEO� EN SECTION YIN. A EA SECTION MR9
1]4 20'-0' 2 1 36' 2 45'
24'-0' 2 46' 2 60'
25'-4' 2 50' 2 67'
26'-B' 2 3 30'
I
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE III
DBL HEAD
WIDTH OVERHANG SPACNG m_ HE ANCHOR ANaME=SPAONG LOAD ANCHOR ANL1E
20'-0' 12' 4'-0' 36701 20' 4'-0' 3900# 20'
24'-0' 12' 4'-O' 37001 20' 4'-0' 3950# 20'
25'-4' 12' 6'-8' 4000/ 15, 4'-0' 39501 22'
26'-8' 12' 6'-8' 39501 28' 4'-0' 3950# 22'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE QI
FLOOR URN. OTT. ANCHOR UK OTY. ANCHOR
WIDTH EA.END tEC OF ANGLE EA. END OF K LE
�l•�_ EA gcnoN UK Ek SECTION Yw. e
20'-0' 12 50' N/A N/A
1 24'4 2 70' N/A N/A
254 3 142' N/A N/A
P6'-8' /A N/A N/A N/A
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN MAX. WIND ZONE II WAND ZONE III
WIDTH OVERHANG SPACING �,� AMOR ANGLE �
EAVE SPACING D o�AD ANCHOR ANOIE
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
254 12" 4'-0' 40001 26' N/A N/A N/A
26'-8' 12' 4'-0' 40DO j 2T , ,,,,, , N/A N/A N/A
ENGI.N�FO1 DAPIA APPROVAL•
rFNOTES 1. SEE AD-7D-DDO1 FOR ADDITIONAL REQUIREMENTS �``� or ,�\STt4
2 SEE AD-TD-oo31 FOR MAXIMUM PIER HE HT REWIRED FOR THE LOADS TABULATED E\E8?03571 =
ABOVE: = 1
3. 20 WADES -82' MAXIMUM I -BEAM SPACING ONLY. 64( ' •� -
4. 4' MA=UM INSET TO ANCHOR HEADS (SEE AD-iD-0031).
N077CE n 0"'N''I C.L.Y. DATE. 6-13-95 REV. LETTER:
JACOBSEN HOMES ,dEsE woncAmm AND DRAB ARE
OPopNAL PROPRQTARY. AND WRTIOF ra DRAWNG TITLE:
P.O. BOX 368 MATERIALS a JACOBSEN MANUTACTUR" ALT. SPACING TABLES
HNC SUCH MATERIALS ARE PROMDED TO THE
SAFETY HARBOR. FLORIDA 34695 KOMI COR gECf1C R8PO4S AID MIST BE DRAWING NUMBER:
PHONE.(813) 726-1138 FVT CONIDDTR4L AND SECRET FROM Ordn AD- TD-0030
42
R10'
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
SEE NOTE 4 FOR
llk=Ull ROGHT
FIGURE 5.0
wJ L SEE FIGURE 1.1 FOR RECOMMEND® =—DOTI 103iBOD
IMPORTANT- NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TIW USING THIS TLE—DOWN COhTIGURATION A STYE CREST PRODUCTS YODEL 57SH ('TYPE 21 AUGER ANCHOR Will A DEMON FDAD (WORKBIG LAID) RATING OF
4,000 POUNDS AND AN ULMLATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIVILANT ANCHOR 111171110 THE ABOVE -SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIM OF THE STYLE CREST PRODUCTS ANCHOR
1. SEE AD—TD-0001 FOR ADDIDONAL P.EOUIREMENTS.
Z SEE OTHER DETAILS FOR BLOCIGN„ (PIER) OUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 5.0 SEE ALTERNATE TE—DOWN SPACING TABLES (AD—TD-0030).
4. ZONE 2/EXPOSURE 'C': 31C MAXWQM HEIGHT
ZONE 2/EXPOSURE 'D': 27' MAXMIUM HEIGHT
ZONE 3/EXPOSURE 'C': 30' MM(UM HEIGHT
ZONE 3/EXPOSURE 'D': THIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE TIE —DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE'0'. 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.
%STE,.
No,
• ENE3'701rs7T
`'T�TF��,'
VOW ' • ``'
Ylb
NOTICE rr�i tORAWN BY:. C.L.Y. DATE: 6-13-95 REV LETTER.
JACOBSEN HOMES THESE SPEOnCATIONS AND DRAMM ARE
DMONAL. PROPRSTARY, AND coral IENBAL DRAWING TITLE
-
P.O. P.O. BOX 368 uATERIALS OF JACOMANUFACTLRDIG FIG. 5.0
RIG SUCH NATERIALS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECPINT TOR SKCM PUIG6SES AMWOST BE DRAWING NUMBER:
PHONE (813) 726-1138 IuT cwwrL4L Am SEav n= OOETS I AD—TD-0031
I
-43
ADDENDUM
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES 6 Q & 6
QQQ# ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
�+1 MIN. WIND ZONE II WIND ZONE III
FLOOR wit OTY. ANCHOR YIN. OTY. ANCHOR
WIDTH EA. END OF ANGLE EA END OF ANGLE \ \ EA SECTION YIN. 0 EA SECTION YIN. 0
20'-0' /A N/A N/A N/A
24'-0' 2 42' 2 53'
25'-4' 2 45' 2 58,
26'4 2 48' 3 37'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE III
FLOOR EAVE SPACING DEL HEAD ANCHOR ANGLE SPACING D LOBL AD
ANCHOR ANGLE
WIDTH OVERHANG LOAD
20'-0' 12' N/A N/A N/A N/A N/A N/A
24'-O' 12' 4'-0' 40001 20'-30' 7 4'-0' 4DOO# 20`-30'
254 12' 4'-0'
40001 20'-30' 4'-0' 4000 20'-30'
26'-8' 12' 4'-0' 40D0i 20'-30' •4'-0' 40001 25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
WIND ZONE II WIND ZONE III
t FLOOR YN.OTY. ANCHOR YIN.OTY. ANCHOR
��� WIDTH END OF ANG EA END OF ANGLE
0� 11�• FJ4 SECTION YN. 0 EA SECTION YIN. 0
20 -0 IN/A N/A N/A N/A
24'-0' 2 60' 3 45'
25'-4" 2 66' 3 48'
26'-8' 1 3 41' 3 52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE III
FLOOR EAVE DEL
- HEAD ANCHOR ANGLE SPACING DEL o� ANCHOR ANGLE
WIDTH OVERHANG LOAD
26-0' 12' N/A N/A N/A N/A N/A N/A
24'-0' 12' 3'-8' 40001 20'-30' 2'-8' 4000 j 20'-30'
25'-4' 12' 4'-0' 40001 25-30' ll 3'-2' 40001 15�30'
26'-8' 12' 4'-0' 40001 25'-30' 3'-2' 4000f 25'-30'
NOTES ENONEER`ffov ,Will/////� DAPIA APPROVAL
���.�` C Do" ppROVED BY
1. OFFSET SECTION 97H THE MARRIAGE LINE WALL DIENDNG BEYOND THE ENDWALL OF �. \`. ' �,, CQ ,,
\Sf F
TFE ADJACENT SECTION MUST LTE TIED DOWN AT THE MARRIAGE UNE N ACCORDANCE ��` ��•��,G �i E.9 2 LON p I
VATH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SEC110N(S) ARE TO JUN 1 4
SE TIED DOW N ACCORDANCE 9TH THE ALT. SPACING TABLES (AD-TD-0030). E 1: I
NC
2. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS S. r .T y rtt ...Swam
.�=: uFtuw+E
3. SEE AD-TD-0033 FOR MA) Nm PIER HDGHT REOIARED FOR THE LOADS TABULATED �i��.'•, / a1
ABOVE '�.,"�` '' L iF,.• .c�' ,�`
THESE srEaWUAnas au'ir'i4t!^ ,�a"C.L.Y. DATE. 5-30-95v' LETTER
JACOBSEN HOMES 016ONAL PROPRIETARY, ANC CauM ML DRA9NG TITM
P.O. BOX 368 MATERIALS OF JACOBS=11 MMXACTUR0IC ALT. SPACING TABLES
YIG SUCH MA,ERIALS AM PROVIDED TO TIC
SAFETY HARBOR. FLORIDA 34695 R[ww FOR SpECm RIWW N0 W9 K DR WING NUUBER:
PHONE (813) 726-1138 IVT CCN10 RX AND SEOV "= O,IERS AD-TD-0032
44
ADDENDUM
�°�'1�E °°�' c�oRS g ALTERNATE TIE —DOWN A� DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
AIM NIGH
FIGURE 6.0
SEE FIGURE 11 MR RECOMMENDED TIE-DOTN METHOD
SU NOTE 5 FOR
MUM HOCK
(TAAES Of AD-M-= DD a AFRT
TO THEM STAMM MULTNIIDE lcwa
OF THE UNT -SF NOW 1, AD -ID-=]
T1P. FLOOR SYSRM_
Tip.
FIGURE 6.1
SEB FIGURE 12 FOR REDOMMFRDED 73-DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TD;-DOWY CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2, AUGER ANCHOR THH A DESIGN WAD (TOR .KM WAD) RATUEG OF
4,000 POUNDS AND AN ULML47E LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVLANT ANCHOR MEETING THE ABOVE SPEMCAMNS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
I. SEE AD-M-0001 FOR ADOMONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL 71E-DOWN SPACING TABLES (AD-7D-DO10).
(ALSO SEE AD-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXDNM HEIGHT
ZONE 2/EXPOSURE b': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE '0" 26' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WJ40 ZONES AND N BOTH E)POSIRE 'C' AND EXPOSURE '0', HOWEVER, BY
INSTALLING 7HE FRAME 71E-DOWN STRAPS AT THE 'OUTBOARD'1-BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR 7K
RECOMMENDED METHODS FOR BISTALLNG FRAME TIE -DOWNS
;Z` No. 9Fo %
CA1C07!,7C7'
�;.. STaJ¢�.:�
� •' ��y`Y71 Aa \� •'
PPROVED BY
SNIPINC
.
JACOBSEN HOMES N0T10E +%+; CKWIN DATE- rTEV. LE71ER
■ THESE sPE0X1WTms AND DRAmm ARE C.L.Y. 5-30-95
MA NAL, PRO?R7FTARr AND COWNIO 11AL DRAWING MU-
P.O. BOX FLORIDA
�&KH MALE uSSARE "`TONNE FIG. 6.0 & 6.1
SAFELY HARBOR FL26-11 34695 . REEPENT FOR PECTIC R NSES NO Ism M DRAWING NUMBER: PHONE (813) 726-1138 MT CON10p1➢AL AID moo rRa omn AD-TD-0033
45
�I ono
4pOp�
ADDENDUM
ALTERNATE TIE —DOWN SPACING TABLES
ZONE 1I & III/EYP. C & p
LONGI
FLOOR
� .FLOOR
�� WIDTH
St p
1DINAL TIE —DOWN SPACING TABLE
WIND ZONE II
WIND ZONE III
MR CITY.
EA END OF
EA SECTION
ANCHOR
ANGLE
MIN. a
UK OTY.
EA. END OF
EA SECTION
9*0
ANGLE
MIN. 0
2
43'
2
55'
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
SPACING TABLE
LAN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
D��
ANCHOR ANGLE
SPACING
D LOADEL
ANCHOR ANLGF
12'-0*
6'
4'4
37501
20'
4'-0'
39001
22'
IS-4'
6'
5'-4'
38501
E25'
5-4'
39601
30'
THIS ALTERNATE APPLICATION REQUIRES
4,000 POUND ANCHORS
` \v\
O� 1�
LONGIT�DINAL
TIE —DOWN SPACING TABLE
N.
FL I
WIDTH
WIND ZONE II
WIND ZONE III
MIN. OTC
EA EEC OF
FA SECTION
ANm
ANGLE
UK
MIN. OTT.
EA ENO OF
Ek SECTION
ANCHOR
ANGLE
MIN. e
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.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
tow
ANCHOR ANGLE �
SPACING
HEAD
tow
ANCHOR ANGLENc
12'-0"
13'-4'
6'
6'
4'-0"
4'-0'
39501
39601
25'11
25' 1
2'-8'
2'-8'
39301
4000#
20'
30'
THIS ALTERNATE APPLICATION REQUIRES 11,,,000 POUND ANCHORS
NOTES. —-.%�`�N .,..—... .,�
1. SEE AD-TD-oaol FOR ADDITIONAL REauutO+ENTs `�'�,Q:� APPROVED BY
N o. 0 •.
2. SEE AD-TD-0036 FOR MAXII= PIER HEIGHTS REONBED FOR THE LOADS _ EN � 3�1 03571
TABIAATED ABOVE _ 1 _ 1 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT.OR REAR.N114N."tal
I4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'OVERHANG (60'N01ERHANG MMAX. EACH SIDE OFUM SIDEWALL �UNIT}�6' MAX@LUM SIDENOTI��� DATE: REV. LETTER
JACOBSEN HOMES TNEse sN�H�I,uaNONs AD DRAWS ARE C.L.Y. 5-30-95 A
DRIONAL. PROPR3EURY. AND CaMWT1AL DRAYfilHG TITLE
P.O. BOX 368 , tsva vAAliLms'AC0 A' n,To THE ALT. SPACING TABLES
SAFETY HARBOR, FLORIDA W95 Hut> t ra snax RIB AND WST BE (DRAWING NUMBER
PHONE (813) 726-1138 1VT CaaWTK kV 100 nKU DTMHRS I AG—TO-OO40
i
�000�
Rtq ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANUS MME
FIGURE 7.0
SEE FIGURE L3 FOR RBCOMIDED TIE-DDIN i0HDD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXNUM HOQIT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DDIN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TI1H A DESRGH IDAD (.TORIMG IDAD) RATING OF
4,000 POUNDS AND AN ULMIATE IDAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIMANT ANCHOR Mim THE ABOVE SPECIFICATIONS MADE BY
ANOTHER 1[ANUFACT RtER MAN( BE USED IN I EU OF THE STYLE CREST PRODUCES ANCHOR.
NOTES.
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
1. SEE AD-TD-OD01 FOR ADDITONAL REQUIREMENTS.
ALL MIND ZONES AND N BOTH EXPOSURE V AND EXPOSURE V. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I- -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANBTY AND OTHER REQIREMENTS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-11)-0035).
RECOMMENDED METHODS FOR INSTALLING ERNE TE-DOWNS,
4. ZONE 2/EXPOSURE V- 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE TY: 28' MAXIMUM HEIGHT
ENGINE��M D� Iq�
-
DAPIA APPROVAL
ZONE 3/EXPOSURE V.- 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D% 28' MAXANM FREIGHT
``��0�:••''�sTE'• F�F''-
`:�` : ' �G qF ,L ��'�
'•ON
APPROVED BY
,
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
• Q' No. O
5
NE87
`
INS
ip- TAW QF
' �
....-.......:.
cw.._:w,wwci*siroww
pc�:. / y�'q �:
JACOBSEN HOMES
E4oTEc>+ �v,,
TTWEg 4fOFiCATW7W5 ANo 11Huwwz AIE
"DRt11�►(Ij'6G
C.L.Y.
DATE
5-30-95
REV. LETim
:
„
P.O. BOX 368
lXEUNAL, PROPfl[TARY A14 OOMi10ONTML
MA1UMLS W ACOM UMLWACaM
NC. SIM MATERULS ARE PROMM TO THE
n
H
DRAWING nAL
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-113B
ImapoTT Fa Sf= Kraam me UM K
WOPT WXM100WTIAL AND NacT fl=ti V vm
DRAWING NUMBER
AD- TD-0041
47
ADDENDUM
MISC. TIE -DO
PROTECTION Or STRAP IS PROVIDED AT
UPPER CORNgS BY FIRST WRAP OF STRAP.
FRAMETIE-DOWN STRAP SHALL
SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL 'C'
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL V
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TO-0200) OR
L
R DEVICE TO
CT STRAP.AT ALL
CORNERS.
DETAIL T',
THIS TYPE OF PROTECTION MAY BE USED FOR
fEC�QN.AT LONGITUDINAL TIE CONNECTIONS ALSO.
NOTES: N0 RF
a ; •Q O '•.
I. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 9103i34 =_
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED. '
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS STATE OF
INHERE THE ANCHORING SYSTEM REQUIRES THE USE %�O•'•., / P `J�'�:
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). W1, ,, LAN•'' ��
ME Arm ot11ERs
J AC 0 B S E N HOMES TNEsE SPEoFICATWSjCE-
AND DRAFINCS ARE
omoNAL PROPKTARY. AND CONFIDENTIAL
P.O. BOX 368 MATERIALS OF .PCOBSEN MARUFACTURNG
SAFETY HARBOR, 'FLORIDA 34695 INC. SUCH MATERIALS ARE PROVDED 1O THE
RCCPDIT FOR SFECM PURPOSES AND MUST BE
PHONE (813) 726-1138 KEPT CCMDFNTUL AND SECRET FROM OTHERS
APPROVED EY
*oor P, C—V
ON P itm..
fomi 0 dmmm"Ow
AFD SAF{7YSiA�
NOV 2 4 1998
REV. LETTER:
M.T. I - " 11-18-98
MISC. TIE —DOWN B
AD—TD-0050
I i
48
.co
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FL00R UK on. ANC}HDR InK on ANOHat
WIDTH Ell END OF ANGLE EA ETD OF ANGLE
1�y0 u SECTION uut e u sEcnDrl im+. e
30'-8' 3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE 0
. WIND ZONE III
SPAONG
D9L iM
Lola
MOO ANGLE
SPAMG
�
LOAD
ANCHOR ANGLE
30'-8'
6'
6'-9'
31501
41-46
50-5'
31501
44-49
v
o O
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE U
WIND ZONE nl
uet OTT.
EA. END OF
u sEcnoN
ANQION
ANGLE
1ml e
Mgt en
EA. END OF
u SECTION
ANCHOR
ANGLE
uDt. rL
9-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
SAVE
OVERHANG
WIND ZONE n
WIND ZONE IQ
SPAONG
�, H;,�
LOAD
AN01at ANGLE
SPACING
Dei Fa
ANOIGLL ANGLE
30'-8'
6'
4'-6'
3150l
46-50
4'-0'
31501
49-52
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS. G V4 - '74,01- !f•
...�anluu�...
run Mr7w ifw O S
APPROVED BY
.. IN P
f1wo w�u,cluaowrE
INC.
Dvanoclauuos.>answaADs
NOTICLY DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES TNEsE sPEOrlcATMS AND DRAMN65 ARE M.T. 2-8-99
ORIONAL. PROPRIETARY. AHD DDNi
P.O. BOX 368 YA10ENnAL DRA1flNC TITLE:TERIuS ucoe or YAN!!<Ac1URINC
„ SAFETY HARBOR. FLORIDA 34695 Wt RICH UAIMMS ARC PROVIDED 10 DIE NORM. SPACING TABLES
PHONE (727) 726-1138 uCDOUN4 A„D SCAM DMK DRAMING NUMBER:
AD—TO-0070
49
•Z' (y ., \STFR
•e No. o '• ' s
910334 r
. 8TATE OF
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TIE -DOWN SYSTEM
I 41
YAK PER AD-TD-0010 TABLE PER AD-TD-0010 TABLE PER AD-M-0010 TARE
FIGURE 10.0
SEE MIN 20 FOR 1I.=111 M-DOIN
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS TV. FLOOR SYSU
�� AILCLE
SE' AMU HEAD
IN
FIGURE 10.1
HOLE ( m OF
SEE FIGURE 50 FOR AL71001A =-DOWN
REF. CALCS.
AD-TD-WO TABLE PER AD-TD-00 TABLE
s SEE NOTE 5 FOR
MA)MM HM
N
- AKTIOR ANX
VANDZONE III
(110 MPH)
L=D 20 PSF ROO
10 PSF D.L
NOTES:
°;`�,� 5 f Eq ' Ce '♦'♦♦
DAPIA APPROVAL:.
1. SEE AD-TD-0070 FOR SPAM TABLES.
: e 140. Fo '•• �=
•':
APPROVED BY
Z. SEE AD-TD-0070 FOR OUMOTT OF LONLARIDIAL TIE -VW STRAPS REOURED.
91,334
3. SEE OTHER DETA0.S FOR BLWaW (PER) QUANTITY AND OTHER REQUIRENIENTS.-
4. SEE FULL ADDENDUM FOR ADDI110NAL REOUIItE1ENT5
,. 9 : STgTE OF 444Q
INC.
5. ZONE 2,AXPOSURE V: 56' MAXIMUM HEIGHT
*�♦ �� •' • ,.� 1 �� �� `r
zm 2/EItPOSURE V- W MAXIMUM HEIGHT
ZONE 3/0POSIIRE V: 56' MAXIMUM HEIGHT
♦i F W `
♦ ' • .. '... • •' •
♦♦♦ s� ` ` ✓
FEDERAL WIMFIGIDI'EDICIE
CORi1RID101AlO5AFETY FORM
ZONE 3/EPOSLIRE V: /0' MAXIMUM HEIGHT
%
JACOBSEN HOMES
NOTICE
nwm sKaricAmm AND DRAokmm ARE
IDRA :
M.T.
DATE
3-1-99
REV. LETTER:
aracnut. PROPRETARY. AND COWEEENTIALrA
OF 44COOSEN `lA'�FAC
ORAWMIc nTLE:
FIGURES 10.0 AND 10.1
��
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
SUCH MATERIALS ARE PROVEM 10 THE
NC. SUCH
RECPI N1 FOR SWE PUi W AND MUST RE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPT COWMERM AM SEUET FROM OTHERS.
AD-TD-0071
50
ADDENDUM.
NORMAL TIE -DOWN SPACIN Ott
ZONE II & III/EXP. C & DE S , 0.
v
(;
I v
I
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
CDR
WIDTHDT�
WIND ZONE I
WIND ZONE III
16N. I
EL ENDD OF
Ell SECTION
ANCHOR
ANGLE
UK 6
WL O
EA. END F
EA. SECTION
ANCHOR
ANGLE
YDL 6
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
LOAD
MCHOR kru
SPACING
D HEAD
LOAD
ANCHOR ANGLE
154
6' EACH SIDE
6'-10'
3150j
40-46
5'=6'
31501
42-47
�0
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
Qn
EAk END OF
EA. SECTION
ANGLER
ANGLE
YIN. B
1RN. DTI
E.A.END Of
Ell SECTION
ANCHOR
ANGLE
YIN. B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
15-4'
MAX
EAVE
OVERHANG
6' EACH SIDE
WIND ZONE II
WIND ZONE III
SPACING
4'-6'
DL 1[AD
LOAD
31501
moo Mal
42-50
SPACING
4'-0'
Del AD
31501
ANCHOR ANU
44-50
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
2. SEE AD-TD-0073 FOR MAAMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABUUITED ABOVE
J. Ilky- EAVE OVERHANG REFERS TO OVERHANG .AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2"
I -BEAM SPACING, 96' MAAMUM SIDEWALL HEIGHT AND 6• MAMMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UMT).
REF. cALCS.
c Wd
:NO"
•� �QQ! GIST E.9
•e No. o'
910334
-o STATE OF
so
•�
JACOBSEN HOMES N0i1� 1r�sE sPEancnnoNs AND ORAMTtGs ARE
DRONAL PROPRIETARY. AND CCfIDENDAL
„ P.O. BOX 368 MATERIALS OF 4kCOBSEN uMWAMRIHG
SAFETY HARBOR, fLORIDA 34695 IHC suGH uATERIALS ARE PROVIDED TO THE
PHONE (727) 726-1138 =mnxFt NTuMAN
O QatEl rRRom onm
Vr1NDZONE III
(110 MPH)
20 PSF ROOF
1D PSF D.L
2 • tG
DAPIA APPROVAL' MM
APPROVED BY
INC.
Ptot An uauAGlu•tT, Hae
oaanunwAlosAr'Enrtwo,Ao�
DAIS:
M.T. 2-8-94
NORM. SPACING TABLES
t AD-TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
1WL. PER AD-ID-00I2 TABLE PER AD-M-0012 TARE ' PER AD-TO-00I2 TABLE PER
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE 'W-DOTN YI
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANGLE
FIGURE 10.3
or "ONE (TIP.)
SEE FIGURE 7.0 FOR ALTERNATE 11B-DOIIN
NOTES:
1. SEE AD-TO-0072 FOR SPAM TABLES AND NOTES.
2. SEE AD-7D-0072 FOR WANITY Of L.ONGINDL& W-OM STRAPS REWIRED.
3. SEE OTHER DETAAS FOR BLOCKING (PER) WANTITY AND OTHER REIMBREMENTS.
4. SEE M ABlMIN FOR ADDIDONAL REWIREMENTS.
5. ZONE 2/DPOSORE V: 56' MAWN HOGNT
ZONE 2/E(POSUBE V: 56' MAXUA HEIGHT
ZONE 3/E7POSURE 'C': 56' MA>aMUM HEIGHT
ZONE 3/EXPOSLIRE V.- 56' MAM M H OGHT
m
TARE - PER AD-TD-0011 TAU Ukt
SEE NOTE 5 FOR
MAXIM 1E1QHT
c I'g- 9z. el ^ q2 .
No. o '
.Q i
910334
-o'• STATE CF : �W
WINOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
o0or
ON 14
fumumo immm INC.
ovrn�aamwenwwu
'mw Y 4 04
NOTICE- / '"`^"'• ""
JACOBSEN HOMES THESE sPEanCA3M AND MA ARE M.T. 3-1-99
ORMAL. PROPRIETARY, AND CO FDETLDAL DRAWING TITLE:
P.O.sox 36e MAIMALS OF JACOBSEN MANUFACTURING FIGURES 10.2 AND .10.3
„ INC. SUCH MATETEMS ARE DED E PROMTO M
SAFETY HARBOR, FLORIDA 34695 FMIENT FOR SUM PURPOSES AND MW BE DRAWING NUMBER
PHONE (727) 726-1138 IM CONFMOMAL AND MOM FROM MEM AD—TD-0073
52
ADDENDUM its
OFFSET stvo 11.C4
UNIT TIE -DOWN SPACING TABLES �1
ZONE II & III/EXP. C & D 110,
I
LONGITUDINAL TIE -DOWN SPACING TABLE
E+,
MK
WIND ZONE I
WIND ZONE W
FLOOR
►s1. QTY.
ANCHOR
MIK OTY.
ANCHOR
WID1H
EL N OF
ANGLE
Ell 00 OF
ANaE
II �0
EA SECTION
IIL 0
1A SECION
MIL a
12'-0'
3
4T
3
61'
2
54'
3
41'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WEND ZONE I
WIND ZONE N
WIOTHH
T
OVERHANG
Spec
IAA
ANCHOR ANGLE
SPACING
MOM ANGLE
LOW
12'-0'
'12'
5-0'
31501
40•
4'_0•
31501
39'
13'-4'
12'
5'-0'
31501
41'
4'-0'
3000 f
40•
15-4'
12'
Y4
31501
43'
4'-0'
30001
42'
LONGITUDINAL TIE -DOWN SPACING TABLE
�
MIN.
WIND ZON1: I
VW ZONE NI
1J
FLOOR
MK QTY.
ANCHOR
NR. QTY.
ANCHOR
^ O
�U
YNO1H
EA ENO OF
E" sEctION
mar
ILL a
U END OF
EA. BECKON
ANGLE
IrL e
12'-0'
4
45'
4
60'
3
45'
3
60•
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
IrIPI.
MAX.
HIND ZONE I
WWD ZOIrtE II
O
TH
TH
EAR
OV ERHANG
SPAM
�
ANCHOR ANaE
SPACING
I DOL NNEAo
LDAo
ANWdt ANaE
2'-0'
12'
4'-0'
3150¢
40•
S—T
3000/
.
12'
4'-0
30651
41'
S—O'
3000/
39'
-4'
If
4'-0'
30651
43'
3'-0'
3000l
41'
X021 6lb - CgLZ5, c- f u - 1.6 SON'- f6 , n- ENGINEER AP, PjNQyAL_94+1+t. REF. CALIX(C— 0- 17,G -
1. SECTION NTH THE MARRIAGE LIE WALL. DC1UCM BEYOND THE ENDWALL OF .'� •:•E) c . •a. O$
'
ADJA= SECTION MUST BE TIED ODIN AT THE MARRIAGE LINE N ACCORDANCE a� .• ►�IF��q;;,�yd-� �D SY
THE TABLES ABOVE. NSIDEWALL SIDE • Co.
AND THE ADJACENT SECTIONS) ARE TO ; F';
TIED DOW N AOCWANCE MIN THE NORMAL SPACING TPBLES (SEE AD-TD-0010
f 12'-0' A 13'-4' LADES, AND AD-7D-0070 FOR 15'-4' MLDES) ' JUN
2 AD-ID-0001 FOR ADDITIONAL REQUIREMENTS.
A
3 AD-1D-0081 FOR MA)�IN PER HEIGHT REWRFD FOR THE LOADS TAMAATE0 S �J i
, INC..
•:�ORI�p:•''��+'�� L MANUMRIFIED ROME
JACOBSEN HOMES � SPE6IFICA110NS�A10 �► +'�' : jb.$fA41 "�.T. 6-8-04 `
it MM K. PROPMM, AND WANING 111LE: A
P,O, BOX 368 MANUM s aF rAooe�N YAtAlF
ip W. SM MAXIMS ARE m SET SPACING TABLES
SAFETY HARBOR, FLORI°A 34695 MW FOR SPfr�IC p DRAINING
PHONE (727) 726-1138 9" Od�R EUK NO SUM Ap-M-0080
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SNOWING TIE —DOWN SPACINGS
FIGURE 11.0
m PiCOBB 4.0 FOR I0=2 TE-DOVY KMD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOR 5 FOR
"w" "Nu
(TAMES ON AD-1D-00e0 DUE MY
10 UN SIANDARD MLI ANDE SEC001S
OF K UNIT -SEE NOW % AD -ID -OW]
TIP. FLOOR SY51EIl-7
IF I— At�IDR ANCHOR —I ! >• F— ANCHGLt ANGLE
ANGLE ANGLE�(��.0��,i%•
FIGURE 11.1 c-su-14-01- t6• I2
sm to BAR lc?ff s m-Im n s®
TV.
ANCHOR ANGLE —I �
19,01
FIGURE 11.2 r 7.09
64 M u� Urr-DOWN V=D
NOTES: ~"^Y^o pp If, UIV IA APFhtovAE:
I. SEE AD-TD-0060 FOR SPAM TAMES (OF FM SECTIM ONE1r). ^~ ' .�' ;� f�F i C � '���/� P P ROV E D BY
2. SEE AD-IDAMO FOR QUANITY OF LONciiTUDIAL lE WN STRAPS REQUIRED —
(OFFSET SECINIIF ONLY) G O.004 `.r7
1 SEE OM DETAILS FOR BLOCMG (PIER) QUANTITY AND OTHER REWIREIIFNTS ;• - �UN
4. SEE AD-ID-OOM FOR AODIIM& REQURiE10TS. q
'i w
INC.
5. ZONE- 2"OSIRE V: 48' MAMA NOW p
ZONE 2/EIO�SERE'D': 46' AIAWN HEIGHT-36' FOR 12'-0' WIDE UNITS ��s � � �� ` {i l� p ��t���< ERAL NUAND SA Er HOME
ZONE 3/E7�061RE V. 4E' YA)MLIM HEIGHT �� fijS� ' • •....... f t�v��� RUCIIDNANO SAFETY STANDARDS
ZOFE 3/EXPO611RE b': 40' AIA>vIlN1 HEIGHT�Fn [ r • �•3 ��
NOT[c& rlr r� :pR�NM � DATE. 6_8-04
REV. LUML.
JACOBSEN HOMES DM SK�TM NO NARC M.T. A
W4=4, F7t NUARY, AND CONF10ENIX DRAWA IITIE
P.O. eox 3se MATM� OF JADOM YAIAA<ACRR M FIG. 11.0, 11:1 & 11.2
NC. 20 MAMWO ARE FROYM 10 THE
SAFETY HARBOR, FLORIDA 34695 ROSFIIT FOR SPEWC MOM AND NW K DRAYN 143M
PHONE (727) 726-1138 WT CONFUNNAL AND we FROM am& AO—TO-0081
-�V
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
WAX. PER AD-TD-OOAD TAKE I WX * PER AD-ID-ODTO TAKE - PER AD-ID-MIO TAM PER AO-TD-WO I BI
MU7 errim re 1"T OR AI M-00 TAII{E OR AD-TD-ODID TAKE OR AD-T OMD TABLE
FIGURE 12.0
SEE FIGURES 11.1 AND 11:2 FOR TY?,,.QZC �
STit ,,
S. ENC4NEE .'► \STEq' ,!
1. AD-TD-0080 FOR SPACING TABLES (OFFSET SECTION ONLYa Q� No.�� •'•
2. AD-TD-0080 FOR OUANITY OF LONOTUDIAL TIE-DO1NI STRAPS REWIRED. 910334 •:
( SET SECTION ONLY)
l E OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.r. .p Ca'rATV OF
1
4. E AO-10-0001 FOR AODI110NAL REQUIREMENTS. ����•,� �M r%P
SEE clloll:�, X,
SECTION
JV „_ D
:RA. A. AN -I i-ACIURED rna!=
STRUCTIONAND SAFE! YSTA ;r;:;S
NOTICE: URAWN of; VAIL; NEV. Lcliuc:-
JACOBSEN HOMES THESE SPEOISAIMS AND DRATNNIS MC R.R. 5-9-01
ORKANAL PROPRIETARY. AM OORSTOENAAL DRAWING TITLE:
P.O. Box 36B VATERIALS OF JACDD.S171 WMACTURM FIG. 12.0
A4. SIRK NAIDW ARE PROMOED TO THE
SAFETY HARBOR, FLORIDA 34695 AE"i rOR SP[cm PIAPo6Es ANO wsl K ORATING NUMBER
PHONE (727) 726-1138 APT CON)MT+u ADD %9tEl FROM OTHM AD-M-0082
55
ADDENDUM�vR�S
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES
ZONE II & III EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
MR
mm ZONE I
WIND ZONE N
HL Off.
Qo ff
ANalOII
ANQE
MIL aTY.
Ell ff
ANm
FLOOR
NOV
socaoli
wL a
EA, sECDo"
SEC
IL
1Re
Y6'-8'
3
42'
3
53'
30'4
3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
WN.
MAX-
WIND ZONE I
WIND ZONE M
SPAM
L WA
NKM MOLE
. PAM
ML Wm
Lola
manmu
EAW
WIDOO
OVERHANG
26'-8'
6'
6'-8'
31501
4U =50'
6-4'
31501.
40' 50'
30'4
6'
1 6'-8' 1
31501
4O•-SO'
T-4'
315q
40'-50'
LONGrmU
INAL TIE -DOWN SPACING TABLE
MN.
VRO
ZONE I
VND ZONE M
FLOOR
ra an
o ff
MaE
wL oTrWIDTH
ff
EIL
LE�CTai 8
�r
MIL' 11
EA SEC71a1
I
YN
26'-8'
4
41'
4
5T
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MR
MAX.
W ZONE I
WINO ZONE 0
�'
DB1- WA
N IM maSPACM
M L. WAD
LOAD
Maim MCLE
FLOOR
SAVE
WIDTH
OVERHANG
Lob
26'-8'
6'
5-4'
31501
40'-50'
4'-0'
3154
40'-45'
6'
5'-4'
31501
40•-5(r
4'-0'
31501
40 -45'
NANDZONE MI
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM c i.1 - l G— I 2 3
Q1 �L: 'i
OAPIA APPRWAL
NOTES:
�.� �� wt►Fic=,
••�
APPROVED BY
1. SEE M ADDU M1 FOR ADD"Al. REGLAREi1E1175.
= j Na 0045484
Z SEE AD-7D-M FOR MAIIMN PER HEIGHM REOIIRED FOR 7HE LOADS
A
WMAN ABOVE
+++ ��i '• ..OR1...: �.,
'
FEDERAL MANUFACTURED HOME+'�
T ••••
C2�• '
D
CONSTRUCTION AN iFErYST�IJAR�4
JUL
Or M.T.
DA1E 07-20-04
JACOBSEN HOMES
TIm c►ms AID mom PmDRAIN
DTLE DRAINNG
108' HIGH SIDEWALL SPAaNG TABLES
aeQM FRWWTNM NO mNROENIM
YA10I S OF ++� MMUFACRIN 0
1NE
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
W_ SM NAWIAu ARE PR W 10
R8 MI FOI 9 MM Nfr= NO MW E
DRAMNG HLNIBER:
AD—TD-M
PHONE (727) 726-1138
56
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWHs I I TV. Rm
man ANGLE
SET Mon HEM
FIGURE 10.0
FIGURE 10.1
REF. CALLS,
TV. ffma-IEIm
SE NDIE S FOR
L VA* M NM
AMf31Qt fi;;�
XAINNONE 11
(110 MPH)
20 PSF ROOF
10 PSF D.L
1. AD-ID-0083 FOR SPACING TABEs : - w FIT 1 r
o =G
2 AD-7D-0083 FOR OUAMTY OF EONOWDIAL TIE-OOM SMAPS REOMM d
3 OTTER DETAILS FOR ELOO(ING (PER) OUM71TY NO OM REOUFOOM IMM
4. RILL ADDENMI FOR ADDIMM RECUIROIENZ
S 2)WORK V. 36' MAXIMUM HEIGHT
1 2/01PORK V. 27* MAXILRXM HEIGHT r "�� ��•,(.,
310posim 'c. W MAXIMUM HEIGHT �, C 0 R
4'OSU Z 3A)RE V.- 3Y MAXIMUM HEIGHT ,�'�.�..� ......
6. ALL FSPECIfW. 705 ARE RM ON 20' ROOF ANGLE MAX. rrr
I
APPROVED BY
I la"*
N-Fp INC.
FEDERAL MANUFACTURED HOME .
CONSTRUCTION AND SAFETY SiA,OANS
NOTI S: wm,or. uAlu FAY.ILImc
� JACOBSEN HOMES >SPEOMTM NO MAXF = NE , M.L 07-20-04
UMMP.O. BOXY 368 MAIDW � Nm ��'FIGURES 10.0 AND 10.1
W_ SCH A JII S AW YAMJFIIC10 1NC
Nc sia w1TXaus Nl[ rrawoEn lO lIE
SAFETY HARDOR FLORXDA 34693 RMW FM 9M IIii= NO ME K DRAMNC
PHONE (727) 726-1138 1VT oncMM = R+a1EF FRm aXHW AD—TD—OO&
57
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
ZONE II & III/EXP.. C & D �� 0
LONGITUDINAL TIE -DOWN- SPACING TABLE
ITN. WIND NNE I WIND ZONE If
V FLOOR • WL an K OIL mm
WIDTH EA EN OF =I EA EID ff Mal
Ek SECIIDI MUL D Eel SECO NIL B
�O 2S-4" 2 58' 3 43'
2f4 2 6r 3 45'
_ _ .. VERTICAi TIE -DOWN FRAME TIE -DOWN SPACING TABLE
1v4N
MAX
- WrtND WE f
WIND ZONE ff
W1�
OVER!•UWG
�'�0�
Lm
ANOgR ANQE
saAarG
Deity
AROIQt AMGE
23'-4"
62.
6'-8'
31501
49'
5-41,
3150
45'
24'-0'
6.
6'4' .
3150
49'
1 5=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MN.
WIND
ZONE I
NO ZONE III
FLOOR
Imo. OTT.
mm
UK On
MNDO
t S��
WIDTH
EA END Cr
Aw
EPL END a
=2
�V
EA SECiN71
MIX 0
EIL 5E611M
MX 0
23'-4'
3
48'
4
43'
O
r�
�j
24'-T
3
ST
4
-45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
NIL
MAX
WIND ZCNE I
WIM ZONE II
WrrlDT�H
DVERNIING
SPA=
Eow
ANM ANaF
SPA=
�
AM= AMOE
23'-4"
6.
S-4'
31501.
4T
4'-0"
31
43'
24W
6.
6-4"
31501
4T
4'-0"
3150
43'
108" MAX 9DEWALL HE)GHT MOMNE up
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM
DAPN APPMAL•
;K1F'�•
R
APPROVED BY
1. SEE PULL ADDEMDUY FOR AWn 0 K KUJRUJDM 4
G�i �:•,'�
��
'•
Z SEE AD FOR YANK PIER NE1LM REOUW FCR ATE LO •.
TABUI/UED ABOVE s
`.
• �L. •i,.i
�
IN Dec.13,2006
INC.
•
07. w
u. !.� c
WDO" YMKWACMED MDIE
% AL mO r !/` y
ODMSTRUCTNW MID SAFEFY STMDMDS
ST�r�F
ErX``+�,
JACOBSEN HOMES
NOTICE 04a.Sjll
ms�„�c AM
loWgil:
R.R.
DAIS:
11-28-06
REV.IFTIM
DRAYNG A1Li
108" HIGH SIDEWAE.L SPAaNG TAMS
r.a Box 368
MO MALS Cr ,YIC m UANJFAC--
m w,o,,,s;,,a HIOMOm ID 1ML
SAFETY HAR(l%, F .0RIDA 34695
PI+onLHE E (�n) 72s-1138
WrW nR sep11C RX 0 0 AM Kff K
Ivy axrwnus no solo ma Dun
DRAW MA DER:
AD-TO-0085
58
ADDENDUM
_ TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION .
SHOWING DE —DOWN SPACINGS.
TYPICAL CROSS SECTON
St OVMG TIMMS
SET mm WA
6 FRo11N�TIP.90)E
a Ra1E (
FIGURE 10.0'
TTP.110W S=v--y I TV. OTOSS-Ion-�
CWamon
..
CV� A,
AIJDIdt mm m APPRm STAMIUM
MSV= MTN An 311AFT 1Ex m
FIGURE 10.1
VANNONE 111111
(110 MPH) '
20 PSF ROOF
10 PSF O.L.
' ,tssE0:rt11l1�)
OTES: EII, •. ^ 1 �d DMA APPADVAU
�. ,.......�I
T. SEE AL-To-ooes tort SPA®JG TABLES +• �O `FZ�ffC�
K.
!. APPROVED BY
Z SEE AD -To -noes FOR OUNd" OF LOWTwAL K-OM STRAPS REour€n.
3. SEE OTNER DETAILS FOR BLOWNC (PER) QUANTITY AND ODD REOAREYENTS.' N?. E
4. SEE FU�L/L�yADDENOUu FOR ADMIONAL REOtAREYEAfI : ADec 23,2006
Y 0 ..Sl* w 00o
ON
S ZONE /DPOSU V. ?r MAMN MW • ZONE s � �= f . • 0.6: . INC.
ZONE 3/WQSURE T. W *AI7YUY HETarT ' .,, I — � rfoe� YMIIFALl111Eo r+oAre
ZONE 3JUPOSIM V- 3r YAMKIN' HEDIT �, p .' ; • TO115TiXION AM SAFETY STANDARDS
9?EC>F1CAllOr1$ 6. ALL ARE BASED ON 20 ROOF ANGLE MAX AND 106- MAXt L<�Li� •�• ,"Ir
90EWALL NEGM + •C% • • r ti
�)irtI fv , r. DATE: FM tEnER
JACOBSEN HOMES TICK PUNWAR AK R.R. 11-28-06 •
■ 00 MAL rHWM VM ARo VW&LRLR DRAINK TITLE:
\I P.O. aox 36e W_ RO MATERALS ARE MOM FIGURES 10.0 AND 10.1
SAFETY HARBOR, FLORIDA 34693 w"r Rx 9 =c Fin= Am MSr K ORAL MJ1f8fR
PHONE (727) 726-113E RVrcrm iaL im too nor osm AD_M-0086
59
ADDENDUM �R�S
(108 PIDEWALW)
NORMAL TIE -DOWN SPAdma TABLE,O
ZONE 11 & III/EXP. G & D �'lAo-�o�0°ts1
LONGITUDINAL TIE -DOWN SPACING TABLE
(r
V
r•�
�O
�II�
FLOOR
12`-0`
Ill ZOkE A
j1 0 ZOkE m
Ek 00 Or
EA S O*
2
t
Ill a
53'
p
EA. E1p ►
O
Ek SECKk
3
W.
IAA 9
40,
13 -4`
3
37
3
45
3
45'
4
40'
VERTICAL TIE -DOWN / FRAME TIE -DOWN PPAC1N0 TABLE
SIN.
FLOOR
#DTH
VAX
EAVE
OVERHANG
VJD ZONE u
0 ZONE HI
SPA*
�>�
A400 Alm'
SPA*
VAX m
hom AItc�F•
12'-O'
6' EACH SIDE
5-4'
72`
35' TO 40'
54
38'
45'
1S-4'
6' EACH SUE
5'-4'
$0`
35' TO 40'
5-4'
42'
45!
15-4'
6` EACH SIDE
5'-4'
$0`
40'
5'-4'
480
45'
LONdPPUD1NAL TIE- DOWN SPACING TABLE
ON.
FLOOR
#ND ZONE 11
ZONE to
Orr.
Ek dW of
Eli sECTap
am
,
llil a
ely.
EA Elio OT
EA SEcnD �
•
e
3
44'
4
40'
13y-4`
3
52'
4
45,
15'-4
4
44•
4
56•
VHRTIGAL TIE -DOWN / FRAME TIE -DOWN OPACINV TABLE
1,
VAX
00ZONE 1
zoNE at
vk*
VHMT
w*DTH
AhM *We
SPA*
� � T
Ate Hm Awl
FLOOR
EAVE
OVMMG
12'-0'
6 EACH SIDE
4'-0'
72`
37'
4 -0'
34'
40' TO 45'
13'-4'
6 EACH SIDE
4'-0'
72`
40'
4'-0'
3e
40' TO 45'
15-4' j
6'' EACH SIDE
4'-0'
w 1
40'
4'-0'
42'
40' TO 45'
• NOTE: THEN ANCHOR ANGLE FROM VERTICAL. CANNOT BE TO CALM
ACHIEVED. ADD APPROVED STABILIZER PLATE. , 41% 5:' 4, .
(SEE NOTE 15 FOR HOLIES SET IN FLORIDA)`• •ss
NQ
l TABLE BASED 04 Al DM *DRJ*G LOAD OF 4150► Alp DW�011AL TIE TO a
1. SEE FULL ADOEMW FOR ADDITIONAL REORRdiEl MON'
OPP09TE GE
i VAX EAVE OVERHANG RUM TO OVERHANG AT SIDE*ALL Of FRONT OR REAR
4. TABLES APPLY TO 144 160• AND lE{• ROOR 1H5 TH 95 i/I'
1-8 SPACIK IW VAMYlb SOE�'ALL HECHT AND 6' Q WE
OVERHANG (6' 0060C VAX EACH SIDE OF U101)
5, SOBERER PLATES ARE REOWRED ON SOE*ALL MOM AND LoNa1w14AL
MRiM SET INRORDA. SEE DMV W 15C• EFFECTIVE i�ARCH 29. 1999.
EN R C.�1 •�
*,�e. �c ?. :
°`'. ';� ✓
• „ :ii _ , .
o •�•�• `i r: v� . •`~ �,
�j Usti`.......i •'N`
604 �
DANA APPROVAL
APPROVED BY
Mar 25 2008
INC.
HOME
FEDERAL C71ONAKANUFAD SAFETY
CDN$TRNCi10X AND SAFETYSTANDARDS
TYST
JACOWEN HOMED
P.O Box 360
SAFED95
PHONE(7 726-1138
tiIXNdR Op
TmsKTx"�dO AIu
GRIONIL STARK nk DRA
')°F'A00�k "�""��
SUf]I AIEAA15 Y[ AiOY�DED YO i>4
��TadP4FM>�It AIp Y� % eWit DR
s
0.1+{.T.
DATE:
12-11-07
REV. LETTER
1G TIRE:
NORM. SPACING TABLES
G KWM—
AD— TO-0087
.. ��. _._ _. —•— — 60
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
E(T. S/1T UD+CM . . in. 3/ c
Cc" at at m"woc
ox am out CA so"
Is
M PER SHEA A LS 1 I 7K PIER sWNAlLS 1
(AIL STUAhMNS) 1 CAL,BTUAWM
� r
OC-00M RtOW-00"a ROWED
Tr
5tE NOTE 1 ut NOTE 1 SM MOTE 1 SEE NOTE 1
Z� Tiff NOTES 2 AND I Q A
SEE mm 2 me. 3. Q
mg RtOb PICK Map IDEA " Pqx T¢ob
S LOUTw MS WATCH 7Hs LOCATxw Ties Lour4"
FIGURE 8,0
FIGURE 8.1
TH DETAIL ADOW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO L� SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL VLF VALUES.
Ka is 11 Tim Am Tram %TRIP XAT ac Loalm Ul �� ,T. PPROVED BY
0T A900d V W MTTA M M CCUATt CM OF �7uI ([mo caffl laAo] � r
(sc Xt�oa� [m-MRAL mom it ng mm Of Cam ANT3tOt MTA(UMI -: �G�$' B 10 Q
or
L t�AA M IkT raa Do Cr M 2CA URI XJM rvi TIC AMIC XT - -Q' no. •;
AT cAr�T IJo Of ,Iolsts IucA>:y[tss Cr �E-ova, ,w hcarawl eirTsl i 910334 1 Nc
SHCMIKL iS LMAVW A'ChC A W tVW M MGHT CmalS-Wam Ito
TIE- 3iiMs Cm PA74 AK RlaMU (ALL 9"94L m4=A&r4K.% ALL tmot ERAL MAHUFACTUREO HOME
Ago [�oaaa.} ;-o : $TAT[_ OF t: NSTRUCTIONAND SAFETY STANDARDS
KGTTC� • TT1�
JACOBSEN HOMES 1gsfcKKApPQA� a� R.R. oz-ol-00
o.axn, rrorZur. AI37 B
P.a. Tsaxaao `Kiun S/W T1E/PIER REQ.
WETT HARSH FLORwA 31695 ram�nn rai smc niva,a w .w sc PRAWWO KA4":
PHONE (727) 72o-1Tas �r oartpGcGq Apr , ntaa creak • AD—TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CD'LL40 WAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .035' 71E-DOWN STRAP
CONTINUOUS ARL>lkA JOISTS.
END VIEW
350 PLF WAXWN SHEARWALL
DES0 VALUE (PK; WALL)
1 1/4' X .035' TIC-DOWIJ STRAP
CONTINUCJS ARUND JOISTS.
NOTES• Z .'6
E iJ{ WOVAi • :> ; . •�f _ •��
DAPIA APPROVAL:
T. OR01" A.40M TO BE RAU FOR AN ULTWATE LOAD OF 47251 C3150 DESGN LOAD)
(SEE AD-TD-0201 [7D-CEMM NOTES] FOR ROTS OH GROUM AW.XOR WSTALLInaI)
:
- 1 :.
APPROVED BY
2 KSTALL A PER AT EACH ENO OF THE SHEARWALL JOISTS (PER TIE ABOI'E OETAR.S).
3. WHEN
ON
SfARWAIL IS LOCATED ABOVE A S0U0 IEADER (FULL Koff CROSS-YDerp..) KO
TIE-M'-4 STRAPS. OR PIERS ARE REQUIRED (ALL 9EAARWALL CONFICURA7WNS, ALL ZONES+�
AND ALL WORM).
4. TE tW -DOSTRAP REQUIRED
^
��i ^i.
I
AT EACH END OF JOISTS, ALL DB SM CONFIOJRATIONS.
' ,; \.�Z
��i� • '�
' �•
5. CEILING. S`10W4 FLAT -OPT4 CATHEDRAL OR SLOPED CEAJNG WAY BE USED.
6. FULL WIDTH SHEARWAUS ARE SHOWTL IN THE DE1AL•ABOVE
1 `�C�`��
r' J. C�`; ��
�aEIA: K s w:
cacu:4KucsA�. •wx.�a
HOWEVER ANY LENGTH
OR COWICURATION SHEARWALL WAY BE USED.
!J11,111111111tt
JACOBSEN HONIED NOTICE CRAxN BY: DATE: REV. LETTER;
�. mEst saEancAnoKs AM TXuwxcs ARE R.R 2-6-96
D'WWAL. "WMUARY. AID WrDENTIAL DRAMINC TITLE:
P.O. BOX 368 UA1TX LLS OF JACWS971 YANUFACTURNC
C1G SIKH NATERUZ ARE PROVXD TO 71E DBL. S W CONFIG. TIE -DOWN
SAFETY HARBOR, FLORIDA 34695 REOMI Fat ST=Fl9Pam MO must COI DRAWNG NUMBER;
PHONE (813) 726-1138 KEPT ON D IMN AM SEOFEI real ODERA AD—TD-0110
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
TO
35'
L GROUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 1315D DESIGN LOAD)
(SEE AD-ID-0001 (TD-@IERAL NOTES) FOR NOTES ON GROUND ANCHOR MISTALLATION.)
2. INSTALL A PER AT EACH ETO OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3. WHEN WARTIALL IS LOCATED ABOVE A SOUR HEADER (FULL HEIGHT CROSS -MEMBER) NO G
TIE-DOW STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CWWRA110NS. ALL ZONES.
AND ALL E)POA.RES}
1. TIE-DOILTR STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
S. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
S. FULL WIDTH SHEAiWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR COFIFTGURATION SHEARWALL MAY BE USED.
1. THIS DETR'L MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. DoMe6j.f
15133 C. R. 22
Goshen,IN 46526
LN IS A TRIPLE WADE RAFIER,
1 APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
JD VIEW
X .03Y TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS 'AMEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
DAPIA APPROVAL:
APPROVED BY 5 i
ON
rPi
� ,
"mmKK
eaaTlueTUl Ao sArm sur<erx
Rd
JACOBSEN HOMES
BOX 368
NOTICE
THESE sPECNCATIONs AND DRAMOS ARE
MONAL. PROPMETARY, AND CONIUNHAL
MATERIALS OF JACOBSEN MAAFACT"C��.$/yLl
DRAWN BY:
R.R.
DALE:
4-09-96
REV. LETTER:
A
DRAWINGE:P.O. CONFIG. TIE —DOWN
SAFETY HARBOR, FLORIDA 34695
KOMT FOR SPE�Ci1C KRV AND uAK PROMEO mBEBE
DRAWING NUMBER:
PHONE (813) 726-1138
IVT 0KWnAL AND SECRET rRau OOIERS
AD—TD-O)) )
63
PORCH ANCHORING
DOUBLE HEADED 3,V
NOTES.
1. SEE SLI-up MANUAL AND ADDENDUM FOR APPLICABLE BLOMNG
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
w-, -
REF. ',CALCS."!
T FliaNMIAPROVAL
�Mqffi
WINDZONE III
EXPOSURE C
(110 MPH)
20 PSIF ROOF
10 PSF D.L
c WA- 1049.01 -
log'.07
DAPIA APPROVAL
kPPROVED BY
fl Grp - * om!zl-g
�.. w.,t;p
VINC.
E AL MANUFACTURED HOME
DERAL
NSTRUPION AND SAFETY STANDARDS
NOTICE: DRAYM BY: REV.
rl= JACOBSEN HOMES WSW SPECMAMM NO DRAVAWS AK M.T. I DATE
12-13-03 MyEM:
. LE:
MONAL PRQPWANY. MD amwnAL DRAVANG TITLE:
Mon MAYMALS OF MMISEX MANFACRMW PORCH ANCHORING
P.O. Box 368 W_ SU01 MATMALS ARE PRE 10 7K
SAFETY HARM FI.OPJDA 34695 WW FER SPEOFIC RVM AM LUST BE DRAWING NUMBER:
PHONE (727) 726-1138 wl c"mm AND CFIWr mm omm AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT —�
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE —DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I;
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
APPROVED VERTICAL TIE—O(
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD)
ZTS
d
x
X
6
3
f/1
H
VER i ICAL ME —DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS, CERTIFIED BY La
A REGISTERED PROFESSIONAL
OWN ANCHOR BRACKET
I r4;�
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATIDN D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
1. ALL VERTICAL TIE —DOWN STRAPS, DIAGONAL FRAME
TIE —DOWN STRAPS AND ANCHORING EQUIPMENT SUPPI
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
RADIUS CUP MUST BE INSTALLED ON
ALL TIE —DOWN ANCHOR BRACKETS
(INSTALLER TO FABRICATE RADIUS CLIP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.035' TIE —DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE —DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE —DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'QjjQLQC THE RADIUS CUP.
`71111111111111f1/r��
C Dp
�?• r•\STEW ��i<:
7 "• IROVANo. c0-. '
ENE8703571L
ANCHOR BRAY AND TE—DOWN
DEVICES ARE CERTIFIED BY OTHERS
BY
. F41,
NIPINC
rrnlOwM.rurcnr®Itoti
oaalnsTol nc sum Q"lae�
JACOBSEN HOMES
N071C�
11ESE SPEDT161TXIM5 AND DRANNIZ AREC.L.Y.
DRAWN BY."
DATE
5-31-95
REM. LETTER:
TM P OF NAIMm"AcIa11
DRAwwc TITLE*ALT. TIE —DOWN APPL.
A
„
P.O. BOX 368
RIC SUQI MANS ARE PROVIDED TO THE
SAFETY PHONEHARBOR,
(813) 7261FLORIDA
138,b95
wl �m� P aS� wsi III: OHMORAIMNGNUMBER
AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, —
IT MAY BE LENGTHENED BY USING A CRIUP SEAL WITH
A WORKING LOAD OF 3150 POUNDS.
to
4
0 ��Aw
t
�J f
DIACONAL FRAME TIE
I I�
ANCHORING EOUIPMENT
CAPABLE OF RESISTINGI-
THE WORKING LOAD
REOUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE. I I:
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
1 11
Q�G -
910334 -_
-a STATE OF �'c
/41VA��l. %' n
JACOBSEN HOMES '"""'`s`o ANIN4SARE
TnESE SPE�nunas An
® CM011AL PROPNIETARY, AND COnnDEN. DRAWING TITLE:
❑��
P.O. BOX 368 MATERIALS OF JACOBSEN MATIUFACNPoNC DY.. 91Cy MATERIALS ARE PROMM TO 1NE
SAFETY HARBOR, FLORIDA 34695 REMOT FOR sPEMIC P{/MO 00 MUST BE DRAWOIG NUMBER
PHONE (813) 726-1138 PUT caawLk AIO sc= rROY one
DAPIA APPROVAL'
APPROVED BY
N1REVISED
14 INC. DIS
FEDERAL MM6FACTURED HOk*
W14TRLICTKIW AND.W ETY StWDARD:
R.R.
DATE 10-05-96 REV. LETTER;
ALT. TIE -DOWN APPL.
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
1�COLUMN 'A- - - CaLa+N 'B�I
SEE TABLE FOR MAXUUY SPAN FOR COLUMNS 'A' OR 'B'
COLUMN 'C' COLUMN b'
SEE TABLE FOR YAbYUM SPAN FOR COLUMNS 'C' OR V
SEE TABLE FOR SPAN COL is SEE TABLE FOR MAX SPAN FOR COL. 'G'
COLUMN 'E' COLUMN 'F COLIMI V— - - / - -
SEE TABLE FOR MA)aMUM SPAN'FOR COLUMN Y
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REO'D
COLUMNS W. V. b' OR 'E'
COLUMNS 'B' OR 'C
COLUMN r
(SEE AD-70-0251.
AD-1D-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
.ZONE 2
ZONE 3
AD-M-0253)
SEE NOTE 1
EXP. 'C'
EXP. 'D'
EXP. 'C'
EXP. V
EXP. 'C'
EXP. V
EXP. 'C
EXP. V
Ems. 'C'
OP. 'D'
E)P. 'C'
I EXP. '0'
2 - 31501 ANOMS
43'-O'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
V-9
23'-7'
4S-0'
29'-6'
33'-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
W-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
ll'-10'
1 - 40001 ANCHOR
27-3'
16'-9'
' 21'-5'
15'-0'
27'-3'
W-9'
21'-5'
W-0'
27-3'
18'-9'
21'-5'
15'-0'
NOTES:
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
ENGINEER APPROVAL
DAPIA APPROVAL -
APPROVED BYA
jUN 1 5
IN A
INSTALLATION.
John C. Doeden, P,E:.�..��
15133 C. R. 22
INC
Goshen, IN 46526
JACOBSEN HOMES
NOTTC&
THESE SPEOnCATIONS
DRAWL BY.
' C.L.Y.
DATE:
5-31-95
REV. LETTER:
a
P.O. BOX 368
AND DRAMKS ARE
00pNAl. PROPWARY. AND MWIDEM 1L
MATERIALS OF JACOM MANUFACTURING
DRAMING TITLE:
COL TIE —DOWN. APPL.
A
SAFETY HARBOR. FLORIDA 34695
We SIa1 YATERWS ARE PROYMED TO THE
R1FA'WI FOR 9;OFIC R� Oro KST 9E
oRAIANG NUMBER
PHONE (813) 726-1138
PVT ODIf10 A& No SECRET m GDOM
AD—TD-0250
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF MULTI -MADE
FLOOR
------VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1 /4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
ANCHORING EQUIPMENT
STRAPPING, FLAT STEEL, AND SEALS.
CAPABLE OF RESISTING
O
THE WORKING LOAD O
0
OF 3150 / MIN.
O ANGLE SHOWN.
=�fT=1 T 1=TTI
35 AMI I I -I I I -I I I 35 ANGLE
ANCHORS INSTALLED 24' APART
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
NOTES: VAL ij� DAPIA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED `• G15 T f 9 •O�'�'-'
'�, F'''L '
BY AND INSTALLED BY OTHERS- ON SITE. Q' N0. O'•. AFr : 1;ED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ ENE8703571 - * c -NlillNC
1 5SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- •�ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '• c
WHERE THE ANCHORING SYSTEM REOUIRES THE USE -� �` '• �^,� �•r: ' �,I
OF EXTERNAL STRAPS OR CABLES. '�. Ff �� /�• 'y(j�`.`� caamsrn�Awswm
AtNOIE`�,,•``•
JACOBSEN HOMES TKsE sPEonGATTONS AW DRAWRM ARE BT' C.L.Y. °A 5-31-95 "
W=AL. PROMMIART, Aw ON Liuw DRAMING TITLE:
„ UATUULS OF JAC08SEN UNUACTUFMC
P.O. BOX WCH WAnIMS ARE PRMM TO We THE COL. TIE —DOWN APPL.
SAFETY HARBOR, FLORIDARI34695 1UPOR rCR 9Y RAPOM AND MM EE DRAMNG NUMBER_
PHONE (813) 726-1138 IVT COIfDOIRAI A10 Z= IROM OTTERS AD—TD-0251
6$
ADDENDUM
COLUMNTIE: DOWN APPLICATION
MARRIAGE UIqE OF UULT-ADE
FLOOR FLOOR
--VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE I 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
ANCHORING EQUIPMENT
I STRAPPING. FLAT STEEL. AND SEALS.
CAPABLE OF RESIStNG
0
THE WORKING LOAD
0
OF 3150 1 WN.
In
I
t4
T 1--.7ri
COLUMN STRAPS ATTACHED TO A
SINGLEGROUND ANCYPR6,(%50#
NOTES:
EliO40 ROOL-
DAPIA APPROVAL-
1. ALL ANCHORING EQUIPMENf.SUPPLIED
No.
PROVED BY
BY AND INSTALLED BY.,OTHERS- ON SITE.
2. ANCHORING'-EWIPMEN! EXPOSED TO WEATHERING
-NE87
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
JUN 1
ATION.
F
3., PkoltC'b6N; SHALL: BE 'PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING -SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
JACOBSEN HOMES -TOM
NOTICE
SPEGFXAnONS AND DRANSM
4URAM4 BY:
.
- C. L.Y.
DAIS:
5-25-95_
REV.AETTER;-
w
P.O. Box 368
AM
OUNAL PRO"17ARY AND OW" ETm
MAC OF JACWSDI UkffAC7"G
DRAMNG TITLE:
COLAIE-DOWN APPL.'
L
- SAFETY HARBOR, FLORIDA 34695
W- 20 WAMNALS AK PROCO 70 THE
RECREW FOR SPECM PM= NO WST BE
DRAMNG NUMBER:
.PHONE (813) 726-1138
IE" CWMPA APO IOU nMM DOD
AD-rTD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
MARRIAGE UNE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
'GRADE 1 STEEL STRAPPING
1 1/4' WADE & 0.035•
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION' FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
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.
Jr •'GIST Ey �V�
�ssIVoY��t
ROVED BYA,
�� JIM 1 5 M
'MIM INC
N0710E '", iDm"11r.- DATE REV. LETTER
JACOBSEN HOMES ma sKarAT1 s AIvcuU CS Ali C.L.Y. 5-25-95
A °TMM PROPAEiARY AND �TM ML DRAVANG TITLE:
P.D. Box 368 "oF'" N KWACMUG COL. TIE —DOWN APPL.
„ SAFETY HARBOR. FLORIDA 34595 Ne sal YAID U ARE TO TK
- 119W rQR 5KCM RrIP M A!D am K DRAWLG MIMBER:
PHONE (813) 726-1138 WT CWMPA AM soar FRW OHM AD—TO-0253
70
ADDENDUM
'184' WIDE COLUMN TIE -DOWN APPLICATION
I �COUIMN 'A' COLUMN V
- - - - I
ISEE TABLE FOR MA111MUII SPAN FOR COLUMNS 'A' OR
r
/COLUMN 'C' COLONN V
r
SEE TABLE FOR MWAlN SPAN FOR COLUMNS'C oR bAPPROVED BY
SEE TABLE FOR SPAN COI BLE 'E' SEE TAFOR MAX SPAN FOR COL '
INC..
FEO L MANUFACTURED HOME
FIUCTIONAND SAFETY STA` OARDS
11 BAR 0 3 1999
COLUMN 'E'
ISEE
- I I�COLUMai 'F' - COlilllN A
TABLE FOR MAX" SPAN FOR COLUMN 'F' _ I
TTI'E OF ANCHORING REID
(SEE AD-TD-MI.
AD-TD-0252 AND
AD-7D-0253)
SEE NOTE 1
MAXIMUM ALLOWABLE SPAN
M.UHNS W. V. V OR r
COLUMNS V OR 'G'
COLL1N'F
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZCPE 3
DP. 'C
EXP. V
EXP. 'C'
EXP. V
EXP. V
OF. V
Ems. C'
EXP. V
W. 'C'
EXP. V
f7P. 'C
W. v
2 - 31501 ANCHORS
37'-4'
25'-6'
29'-4'
20'-4'
37-4*
25'-6'
29'-4'
20'-4'
37'-4'
25'-6'
29'-V
20'-4•
1 - 31501 ANCHOR
19-6'
12!-10'
' 14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3''
1 - 40001 ANCHOR
23'-8'
16'-4'
18'-7'
13'-0'
2S-8'
16'-4'
18'-7'
13'-0'
23'-8'
16'-4'
18'-7'
13'-0'
1. SEE AD=-M-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
c w,� • . 93_ a�
I DAPIA APPRov 0 a y
r: G�STERF
No.
910334
-o STATE OF���c,
NOTICP. Ct" T: M.T. DATE.2-9-99 REv. LETifR
JACOBSEN HOMES TKSE SPECMTMS AND WAWINZ ARE
ORO4A1, PROMCIARY. NO OMf10E &k DRA1N0 PRE:
�� P.O. BOX 368 - UAIERULS OF 4KCWSEN "ANXACWFSC JW WIDE COL. TIE -DOWN APPL
4NG SUCH MATEFO S ARE PRONGED M THE
SAFM HARBOR, FLORIDA 34695 RECRIN rut SEE.= PUaPM AG IAM eE ORAEANG NUMBER:
PHONE (727) 726-1138 KPT 0MOMML M40 S7 FROM OHM AD—TD-0254
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
4
LARGE OPENING 24'
SEE NOTE 1
JIMUMu .cnIIW% m-wTm ZIRM•J UK ANUM
E6tACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAMUM SPACING ALIONED�
ALSO SEE NOTE 3.
STANDARD VERTICAL RE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
,00
NOTES:
PR O ;
DAPIA APPROVAL
I. LARGE OPENING ANY OPENING NtDER THAN MAX TIE -DOWN SPACING uIOWED._=
ENE8703571 ':
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAO
ROVED BY
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE
'
MAXIMUM TIE -DOWN SPACING REOUIRM ON THE APPROPRIATE VERTICAL/FRAMETIE-DO
,� ••. /�
''/��P1Ai
.>N�1 1 5 15ffi
N SPACING ATLLOTHER
WFRAME (VERTICAL
`�.�
``
INC
3. INSTALL TIES ALL TIE.-DOSEE
WN LOCATIONS.
4. SEE AD-TD 0001 FOR ADDITIONAL REOLABEMENTS
:•-��eoiae
ANCHOR GRAM AND nE-DOWN
DEVICES ARE CERnfiD BY OTHERS
ME
JACOBSEN HOMES
TKSE scar"Hors AM iNtArt1�5 ARE
DRAWN BY. C.L.Y.
DAM'
LETTEIL
REV. '
P.o. BOX 36eYATUW
OHONM. PROPIOETARY AIO tTGttrmEETtm,a
OF JACOM MANNACAMC
NC 1a1
9YATERULS ARE PRONGED TO ltsE
A
oRAWwG nttESINGLE
DR
WIDE T/D
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RECpprE ratge PUtPO9S A�0 Nusr K
W7
DIUWWG NUYBER:
CafMTK me soar eta OTNENS
AD—TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN' PLACEMENT
SEE NOTE 2.
A B C
24' LARGE OPENING
COLUMN SUPPORT TIE -DOWN STRAPS REOU O AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTB.
MULL -WIDE FLOOR SHOWN
SEW11D FOR CLARITY
Ld
24'
STANDARD VERTICAL TIE -DOWN SIM OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
MID/OR ALTERNATE- FOR MAMN SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR AMDIOR
BRAD(ETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND URGER UNIT DESIGNS, INSTAL `,,�anlulu rrrrrrrr. ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAK. .`�`_��N C• OpF�
NOTES:
I. LARGE OPENING = ANY OPENING TINDER THAN MAX. TIE-DOYN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE-DOM SPACINsF
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL RECI IIREMENTS.
DARA
r' IENE870357J
rA
NAI EN�;��`�•
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES r'ETS"�
nasE sPEaTIumNs ANO oRA►ANIs ARt:
UMM. PROPR7 MY. AND CUnT00111A1.
P.O. BOX 368 MATERIALS OF JACOM YAIUFACTIM
E
SAFETY HARBOR. FLORIDA 34695 lKWW FCR 9W S AND 'UM K
PHONE (B13) 726-1138 JUT COWEEITA AND SECRET FROM 0710M
D BY
{�Q'r-,
�I V� 5 1s35
ioa
C.L.Y. - 6-1-95 - - -
TYP. MULTI -WIDE T/D A
AD—TD-0310
73
ZONE I TIE -DOWNS
MARRIAGE WALL
OPENING TIE -DOWN
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTMER LOCATIONS)
SEE DETAIL - 'B'
SINGLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL -
SIMILAR To
I OPENING TIE -DOWN
SINGLE WIDE
(REQUIRED AT OPENIN
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
PULL DOWN TOT TO --/
GRWHO ANCHOR DETAIL 'A'
I
FRAME TIE -DOWN
DOUBLE WIDE TIE -DOWN
I NOTE:
A & B SECTIONS
SIMILAR TO DOUBLE
WIDE TIE —DOWN
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A'
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND
BUCKLE WITH 2O251 , , ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
IY MINIMUM ALL GROUND ANCHORS MUST BE USTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (31-0 LBS. MAAMUM
FOR EACH DE -DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
DNK COATED STEEL STRAP, OR EQUAL WITH 315o;
CAPACITY MINIMUM) x 1,5e 47ZSa ut,.T1,,wm,
t.00.o 04rpelT%j
NOTES: ENO Qt �� DAPIA APPROVAL:
1. SEE DETAIL'o' PAGE 4 AOR MARRIAGE WAIL
OPENINGS GREATER THAN 49 INCHES. & VP To Ill-(.' WlaVT APPROVED BY
ti. C0354 pEC
2. SEE 11E-DOWN SPACING CHART ON PAGE 2 �R s :. p• 2
ANCHOR AND TIE -DON PLACEMENT. ,
3. SEE DETAIL 'A' PAGE IN TYPICAL I -BEAN
PIER CONSTRUCTION.' .• STATEINC� F •. 4OR10P:••�w���narww®�a+E I `I
!,�•�i/s�RED
JACOBSEN HOMES THESE wECmunaa uO DRAWNGS ARE BY. RR °A 10-31-95
. CMAL. PROPRIETARY. AND CCN1pENTUL DRAWWG TITLE
P.O. BOX 368 MATERIALS OF JACOBSEN MARUFACMUC ZONE 111E-DOWNS
„ SAFETY HARBOR. FLORIDA 34695 ,EMM F R"" X „o,T„mT
PHONE (813) 726-1138 T Cpi�ENR& NO gFRCL
M CUM DRAM7WG NUYEIER
IDPAD—Z1-0001
74
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
11E-DOWN
VAIN FRAME I -BEAM
�SfE N01E /1�—
VAIN FRAME I -BEAM
END
SPAONGI
o
I CENTER
SPACING
CENTER
I SPACING
. .
CENTER
I SPACING
- r
CENTER
I SPACING
-
CENTER
I SPACING
END
I9'ACPIGI
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
��••
.rnui.0
QrAuivu
JYAUNU
WALMU
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
SEE NOTE `SEE NOTE /11 —
MAIN FRAME (-BEAM
MAIN FRAME I -BEAM
END CENTER CENTER END
I I
SPAONG SPACING SPACING ISPACING
TRIPLE WIDE TIE -DOWN PLACEMENT
ce
ED
NOTES: LNGINEER OAAA APPROVAL'
T SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ��:,•f•�,��IFICgj.•`?i�''10
APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. G F : i
No. 0045484 .,00or
• STATE OF Fit
• - •-1O* ar����, c�a�-i�`acnaivo Dwmswaims
JACOBSEN HOMES TKSESPEonCATIMAAWDRATYNGSARE' RR °A 10-31-95 REV'�
m
ORIONA1• PROPRIETARY. AND COIVWTIAL DRAWING TITLE:P.O. BOX 368 WATERUIS OF JAC08SEN UANUFACA.RINc ilE—DOWN PLACEMENT
SAFETY HARBOR, FLORIDA 34695 �T FOR PO4TERIALS AFtE M NO UM �
PHONE (B13) 726-1138 IVT 0XID01TA AI® SECIV ntW OKK DRAWING 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.
BY rz o",
FEB 0 1 2W0
INC..
�'
JACOBSEN HOME
N0i1CN
,►Esc>r�a�eA,b,�s,woa+A,r,�,a,u�t
���' ��
M.T. 2-1-00
���
HLH
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aAmuus Ku """"n'c1°""°
1
DRAWM 1171E.
ZONE 1 INST.
\.
P.O. BOX J66
w- am MAmiAu ARE PwAKo To 1ME
SAFETY HARBOR, fLORIDA 31695
P�pm Pan !Pili1C PJWM AM KW K
DRAIANC NUMBER
PHONE (7Z7) 726-1136
101 MCOMIL Am woo IRoM ones
- AO— Zl —0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
DORMER I .
TRIPLE WIDE
OR QUAD WIDE
SECTION(S)
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
EXPOSURE 'C' 9T 56"
EXPOSURE V 39' 46-
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
WISDE BEAM THIS 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 REWIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MADE
CONNECTION REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE MADE TIE-DO%W REQUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
...,uuuu...
OT L�tQer�IwrG`vSA�Eq�vFZ
1. FOR WAD SECTIONS. EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED - ,� Q� No. FO •.
NDEPENMT OF THE OTHER STRUCTURE. (III SHEARWALLS, TIE-DOM IS, RIDGE- z EPA 0357
BEAMS, COLUMN SUPPORTS. ETC.. ARE CALCULATED FOR EACH MULTI -SECTION.)
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA U695
PHONE (813) 726-1138
-,SSioivAL �N��`
to it f, 00
NOTICE
THESE SPECIFICATIONS AND DRAIANGS ARE
ONOONAL. PROPIOETARY, AND OONIMTLAL
MATERIALS OF JACOB'.iN MANUFACTURING
W- 9" MATEANALS ARE PROW= 10 THE
REO'Orf FOR SPECFIC FLWS S AND WV BE
MY WDENVAL NO SECIV NROI OPIM
DRAWN BY:
C.L.Y
kPPROVED BYP„ -
.>l1N 1 5 M
LNG
,I:ENti,UM/K1IMLLD N]E
N761Rupp, np ON(ry SUIOVDp
5-16-95 1
REV. LETTER.
ADDENDUM —INT. UNITS
t QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERIME CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS).
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN OBIGIM CONDITION
(EXCEPT FOR STAPLE NOLESj
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND INSTALLED ON ON AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PER110ER RAL
OR ROM BEAM
CROSS-SECTION
30 GIL GALV. STEEL STRIP
6' X LENGTH OF ROOF SSECTIOHS
MAY BE OVERLAPPED 2 UK)
=0 W/STAPLES AS SHOWN.
ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 CA. CALV. SIM STRIP
SECURED MITN 7/16' X 16 GA STAPLES
FULL PENETRATION NTO DECKING
2 " O.C. MAX SPACING (TYP.)
�Or 61STEq c�t�
e No. �o'•:�
ENE8703571
F •.D194� . NAN
-11 X S' LAG SCREWS
1B' O.C. (ZONES 2 A 3)
STAGGERED
DAPIA APPROVAL
�.�--7 8Y ks,,,_
emsP JUN 1 5 -M
INC
NOTICE- •."'""'"wl
JACOBSEN HOMES C.L.Y. 5-16-95
THESE SPEp1CA1XM5 AID DRAwxs ARE
Mmn =Ua WAL. PeoPRf[TARY. AND COIOLETITVL DRAWING TITLE .
�m P.o. eox 368 MAIERIALS OF aooBSEN MAN FACrIAW AL,T . ROOF ASSEMBLY
tC &M MIIIDOALS ARE PROW= TO TK
SAFETY HARBOR. FLORIDA 34695 KMW FOt 9M POW= No M6T N DRAWVNG NUMBER:
PHONE (813) 726-1138 KHP1 carwrAL NO SIM mm OTHERS QUADA002
79