HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSCE 6�`9NED
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SET-UP MANUAL ADDENDUM
JAN 112018
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JA ;OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV 01/10
ALL HOMES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C*
contact the Department of Motor Vehicles
850-413-7600
1
ADDENDUM
EXTERIOR HEATING COOLING DUCT
DUE TO THE NEW THERMALS 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 81.
ALL HEATING AND/OR COOUNG 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/COOUNG APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
USE MINIMAL AMOUNT
DO NOT OVER BEND (
USE STRAPPING OR 0
GROUND. PLACE STRA
SUPPORT STRAPS). AI
SUPPORT.
NOTES:
DUCT SUPPLY OR RETURN
X I 1
TYP. FLOOR SYSTEM
TO HEATING/COOLING
OR CROSSOVER
' DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
CRIMP FLEX DUCT, THIS VALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
:R MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT NTH THE
AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
1 SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
DAPIA APPROVAL•
A PROVED BY
M15M
(NC
NOTICE DRAW BY: DATE REV• LETTER:
JACOBSEN HOMES THESE SPE0r1CADW AND DRAWNGS ARE C.L.Y. 5-30-95
ORGHM. PROPR MY. AND CCHFI"Tm DRAWNG TITLE
MATIRMS OF JACOBSEN MANUrACTURDIC EXTERIOR A/C DUCT
„ P.O. BOX 368 ING S KH VATEiCALS ARE PROMM TO YK
SAFETY HARBOR. FLOfjIDA 34695 REWINT rOR 71Cnt PJWM M MUST BE DRAWLG NUMBER:
PHONE (813) 72611138 IDPT CWMTK No SEOU M OTHIM AD-AC-0001
_2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR 'OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO Dr.CONTNUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
N14r� O,
S`C r .
INC.
lemnw�ta'�Y®wrt
�0�111R'�AIO UI[IT✓IiN0111Ci
EN HOMES
THESE MD
I�.�� �i'
c.L.Y.
""": s-za-gs
��' u�,:
9TORJACOBS
P.O. BOX 368
sPEOMAIIIIMS DUNIM AK
CMPJ, rKMTMY. WD OC1f10E11TUL
YA1QbAES Of d11COYSN YANUFACIUWG
DRAMG 71nE W H. VENT. SY$.
„
SAFETY HARBOR, FLORIDA 34695
tiMM ra S CF N Aff w MloTHEO K
DRAWWD MJyg[R
PHONE (813) 726-1138
Ivy emm aq wo SCRET no omn
AD -AC- 0100
51
i ADDENDUM
MULTI —WIDE UNIT FLOOR FASTENING
FLOOR JOIST
I
i
I
• I
.
I
0.131' X 1 1 /2' MIN.1 3/8' X 3 1 /2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA.� CHART FOR MAXIMUM SPACING, STAGGERED
16 GAI
STAPLES PER 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:
I
FOR GAPS IN FLOOR SYSTEMS INSTALL ALLLAG
O FLA S GO
TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS R LAG CREW TOO
NDS01 11IROUGH AND TO KEEP CONNECIM
AND FOR GAPS TO 3/4', INCREASE
(ALL ZONES) LAG LENGTH 1 EASE TIGHT. (SEE NOTE 2)
(ALL OPMRES)
w e zm
p
Me x 3 1/Y LAGI 9CiEty
30 GA. STRAP FASWO N/
7/16' x 16 GA. STAPLES
US ZONE
D KSK
INIW NWKR OF FASMOtS REQJ90
m131' x 1 1/l was
7AIr x 16 OA. STAPLES
MAN" SPAM
MAX M SPACM
10
1Y aC.
2 1/4' O.C.
1r
3
S
2
2
V
I 1r =
1 71e OLc
b•
4
7
Ter ac
r 06C
•�
4
7
3
3
b'
R' at:
1 1/Y at
b'
S
a
NQTESs
ENGlt1ETt APPROVAL•
DARM APPROVAL
APPROVED BY
t. r mK PE]E1RAm t5 REQUiIED OH STAPLES FOR mK mail' STRAP.
L MW SKM TO BE RSPPED FROM SPF p YnI OR BETTER
Revised
May 24,2006
ON A
irx4'xGAP VOTHOLLSZE)
Z3 -06
m aR PLr#u YAY IIE USED IF RiW= EQUALS CAP MOTH-4' R r Lei go
John C. D�oeclen, Pl.
INC.
3. Or YAM M SDETIALL WW
LK1 Eng rwr ncg, !n--
FEDEML YMNFAMRED NONE
CONSFNUC►ION CND SAf En STANDARDS
4. SEE 0110 DEULS FOR SFJILM FLOORS FORI AIR NLTAATI L
I
JACOBSEN HOMES
xG6
1NE5[ FSOICaIONt AMtwA�es Alr
°RAMN BY.
M.T.
DAh
05-22-06
REv. LETTER
P.a BOX J6ell
1 Aw t nx
URKMM. FROnu
wllaws WaF �AmJAC0asa .rAcnwec
W_ 3= LLA11E1 U AM ROM TO TIE
auw+c nTLE M/W FLOOR FASTENING
SAFETY HARBOR, FLORIQA 34695
PHONE (813) 726 113E
KMW 90 90M FWN W NO W t
an corm w AIO no "m OHM
MAW NUMB
AD-FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASIENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/27 MIN. NAILS
Ir O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
S 2��061
John C. Doeden, P.6.
K2 Enghwring. !m
APPROVED BY
Revised
may 24,2006
INC.
Feoe� sr�rt�cn�to eoMe
cant��a ro s�cen trriw�ns
JACOBSEN HOMES >I » �► �m =6 M.T. "05-22-06
P.o. eox 36e mrlowalmmn Wn. "° mstool�a ORANMLAM
M/W WALL FASTENING B
wtows a aloo�gtl rNurKtuwo
N. 1= wtows AW nIGIQa 10 tt[
IL rTT71--lSAFETY HARBOR. FLOROA 34625 Imml IN sm� hsraats ss sat t ORAL
PHONE (eta) 726-1138 an army Ns per no amm AD-FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
30 -GA. GALV. STEEL STRIP I
SECURED %7H 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
30 GA. GALV. STEEL STRIP .
B' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOO.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
I
NAND DEFLECTORS REMOVED FROM
**LAG SCREW SET BACKS
ROOF IN ORIGINAL CONDITIDN,
FOR TRIPLE WIRES I
EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE RIDES
PAN VI
3/B` X 5' LAG SCREWS _ ••LAG SCREW SET BACKS
TRIPLE WIDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAG SCREWS I SEE CHART ON AD-FA-0001 FOR TRIPLE NADES
AT A 45' ANGLE I _ �. FOR MAXIMUM SPACING
STAGGERED 2 1 X.2 3�4*
1 4'TO34'GAP_
ROOF PERIMETER RAIL'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS-5EC110N
NOS01
(ALL ZONES)
(ALL EXPOSURES)
FOR GAPS IN ROOF SYSTEMS —J mow' WOOD SHIM AT ALL LAG
TO 1/2% INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
REF CALC.
CROSS—SECTION (W/GAP) C WA 91 01P- 91.07
NOTES, i
EH(iIIEFA APPROVAL'DAnA
APPROVAL
L 2 1/i' I fff. PDIEMIIQN N10 RECEIMNO MEMBFR IS FEaAIiED FCRN LAG SLIM
I MOCD SW TO K R1PPm FROM SPF P OR BEFML
APPROVED BY
lr X C X CAP M01R MIL SM
O® OR FLYM000 MAY K USED F TFI WRES EQUALS GAP M D1 4' X C MW. SZE)
INWECTOL
s"
May 24e 2006
3. SEE O11EA MIALS FOR COMPlE1WG ROOF
, � _ _tg.�
ailn C. Wean. R L-.
IN C.
4, *fX l6T&M A LAC S1RL1M Mo A ROM KK FIST -RAIL A 31IF aF.ARATICE
Engk*ern nq Inc
FEDERAL MANUFACTURED ROBE
NOTE 1FROM 11E FlRST RDCE KA1L SEW*-ML A 1/4' WE MUCH 11RF
,
CONSTRUCTION AND SAFETY STANDARDS
RECEMMO WCE SEAM FOR THE THREADED OF LAG S1QtETi. THESE DNS ARE
rOR11CH
FOR 3/!I' LAC SM MS OILY
S 10e MA7CMN SMALL HOGNT.
JACOBSEN HOMES
N017C1:
>� Afo �•� ACE
DRAWN Sr
M.T.
DATE
05-22-06
ER
REV. LETT
^
ORAWHG 1111E
M/W ROOF FASTENING
�� P.O. Box Sae
�. �T�' . AM f Lx
"'`� Or Uf7OM NA11FAiG°""C
W. SU VAMIL AK fTla DW 10 DE
-7 Y SA HARBOR. FLONIDA 3"93
US
KUM, FLIT NO YET E
ORAWNG KNWt
PHONE (613) 72¢-1138
mr m.max No weRm wham
AD-FA-0020
I -
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN ME
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF OR Y OVERLAP AT SEAIn CENTER OR DATING LINE
SECURE, WITH 08 X 7/16' HEAD X f FULLY THREl= SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WINN END ZONE)
I• I
I
I I I
I. I
I
�• 8 X FFUULLY 7 r HEAD X Y
RIDGE CAP ---r ( . TTHHREADED SCREW
(NO MORE THAN It O.C.)
I I I
I• II �I o
1 1 1 w
8
ASPHALT IMPREGNATED I
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING c�
ENTIRE LENGTH OF ROOF
1 l 1 METAL ROOF PANELS STOP
APP. *30 FROM CENTER LINE
I,
Ref: EX-13-0051 and `,30 Gk GALV SlM STRIP
AD-FA-0020 SE H 7 X LMGTH CIF ROOF X� SA,�°)
NDS01 FULL PENETRATION INTO DECKING
(ALL ZO>'ES) (ME CHART ON AD—FA-0001 MAX SPACING)
(AM )
NOTES: BOW M"WA : 'NU AWWOU
I. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECRONS APPROVED BY
L STANDARD 7/1C O.S.B. (24/16 INDE)) ROOF SHEATHINGON rl
L METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS. 1�4T)Z:V
Sep 10,2008
I.SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING ANDC% "i F'.-.: IN .
10 HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN �i/a q FEMAL NAWAMNED HOSE
• if Inc CONSTNUrnON AND smog SUNDA„DS
AN07HER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES
PA MW 368
1m:�► W
aau. ixa,wx wo oaraooiou
wgk OF i1"C0� w>��cns�
WAM ®" D.M.T.
' 08-25-M
m"BM
—
ores mtJ:
METAL ROOF RIDGE CAP
s aR. A �
W. mm YAIE u NE I� M 10 TEE
MMW FM f= X0 = lW K
DRAW MMAD—FA-0021
PHONE (W) 726-1138
Weuwlom . Am ski w OHM
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
I
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAYI BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
BY
JM 1 5 m
INC
RSW01ASp
JACOBSEN DOMES NOTICE. DRAWN BY. DATE: REV. LETtER:
t1+E2 SPEOnCATIONS AND DRAYANGS ARE C.L.Y. 6-5-95
OMONAL PROPRtSARY. MM O041001TI& DRAWING TIRE:'��W ROOF SEALING
P.O. BOX 368 MATOMS OF dACOBSEN YMUFACMUG
W_ 9XN VATERIAIS ARE PRON IED TO THE
SAFETY HARBOR, FLORIDA 34695 REMIT FOR SPECI P1ftl= NO MW RE DRAWNG NUMBER
PHONE (813) 726-1138 IVT WIDDInk AID sEau no DTIERS AD-FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
0
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
t. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE.
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL
'ROVED BY
.A1N 1 5 >995
ING,
A ORA
JACOBSEN HOMES r1°ice DRAWN BY: . C.L.Y. D"�-6-5-95 "`m
1NESE SPECV1CAl10N5 AND BNGS RE
MOM"- PROPIWARY, AND COMDE K DRAWDIG TITLE:
YATMALS OF JkCOMM MWACTJW M/W ROOF SEALING
P.O. BOX 368 W_ SM YATERWS ARE PROYDm TO THE
SAFETY HARBOR. 70 138 ivT cwm nAL 695 GV nN ORAWDIG NUMBER
HONE (813) —1
AD—FA-0026
PI
I. REMOVE ANY CARPET AND/CR PAD FRGM UNDER THE HEARTH EXTENSION AREA
Z QTSPECT lHE OAL FLASHING IN THE TEARIH AREA TO INSURE THAT IT HAS
BEEN 1040 (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA AND THE HFATHJ
1 LOCATE T� TH DRN THE ON (SHIPPED LOOSES IN THE HOME) AND INSTALL FOLLONNG
THESE STEPS
A CAREFULLY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION IN FRONT
OF 1TE] FIREPLACE ASSEMBLY.
B. SEp�' THE HEARTH EXTENSION TO THE FLOOR W/ 4 j8 : 2' WOOD SCREWS
C. FILL THE AREA BErfim THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
NTH A NON-COMBUSTABLE CAUUONG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
SURROUND
i
TYP. HEARTH
(MAY BE SHIPPED LOOSE)I
NOTES,
I
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
JACOBSEN I
„ P.O. BOX 368
SAFETY HARBOR, FLORIN
PHONE (813) 726-
N0710E
O M E S THESE SPECr"um AND DRAvacs ARE
MONAL PRMTARY AND COOUNML
MATTTRUIS OF JACOM MANNACMUC
1 34695 RNG WCH MAMMS ARE PROMM TO THE
J8 REOPEN FOR FMFR NZ AND MST RK
R®f cONLENTRQ MO SEOICT rRow omm
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
.JIJt'1 2 8 >995
Romfft AJAcrlm" [ LNG
DRAWN BY:. DALE
C.L.Y. 6-16-95
DRAWING TIM SHIP -LOOSE HEARTH
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 lzEv.
Oof47P MIS 20
INC.
FEDERAL MANUFACTURED HOME
WNSTRWTION AND SAFELY STANDANUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED EY
INPI
INC.
FEDERAL MA INXT IM HOME
OONSFRIICIMA DSAFETYSU MUS
DEALER (SET- UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOODI
FOR SHEATHED TRUSSES
\
L
SIOEWALL - I I I MARRIAGE WALL
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 TRUSSES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
3/8' SHEATHING TO BE INSTALLED ON -SITE
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT AINY LOCATION
ALONG THE LENGTH OF THE TRUSS.
I
VYINDZONE III
(18' X 14 I/2' MAXIMUM SINGLE OPENING SIZE IN 1RUI S SHEAIHINC)
(110 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL
1. 3/8- MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/15- X
1 1/2- % 16 CA. UIN. STAPLES 1 1/4' O.0 AT PANEL iMCES AND 3-
O.C.
AT ALL FRAMING MEMBERS. (NO GLUE REDUIRED)
APPROVED GY
KAT 't
a Iwefl,
E.
INC.
IC2
fEO & MANUFAMIREO HOME
CONSTRUCTION AND SAFETY STANDARDS
z
JACOBSEN HOMES
THESE 3'ELIFICANO
noN5AND ANo oRAMANcs ARE
DRAWN BY:
R.R.
DAIS
4-27-98
REV. LETTER:
P.O. BOX 368
Rd
ORIGINAL PROPRIETARY, AND CONFIDENTIAL
INC.MATERIALSINC
MATERIALSeARE PRDNOED
DRAWING TITLE:
TRUSS
SHEATHING
SAFETY HAREiOR, FLORIDA 34695
PHONE (813) 726-113q
To THE
RECRIAt FOR SPFCM p gwws A1O MST K
KEPI CONF!"IAL AND SETAn
DRAWING NUMBER:
FROM DD(R5,
AD-HR-000)
12
HINGED ROOF DETAIL
mTmm or TRAWL m RAGE w flm
SEM pm7m m SET-w P44110N LS
MPROx 221g.
IFT fl a m SEL'11dN sYSm imr"
IOEO]mWA was w HN THAN 12 w
MARL unt IF m PalIL wm 3r OF
00 W ROOF SEM n AVOD IF7W WPM
2 FEt:.T a' A 9IIL>: N 1fE FM RAL
HINGED ROOF IN SHIPPING -POSITION
HINGED ROOF IN SET-UP POSITION
NDS01
NOTES:
I. LRAM RA® ROOF SEMCN N N RA W FOU SUM S114M HNU
no PO(ii9 mm POSM
NrumPmT1owmK^
6 SPF p R0 I✓1tG P= TOP RAIL.
•moxTmmSfuat3-#6xr
lam
REF. CALL. PG. C-RF- 223.0 - 223.6
John C. Dooden, P.E.
X2 Endmwing, Inc
APPROVED BY
Nl
Revised
Jun 06,2006
INC.
FFDFRW YAMIFAf.TINFD NOW
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
1m � me NE
a� Mo MMY, AM COMM
LWAWI dT.
— I O.A.
�Aw
06-02-06
�.. �%
D UVW 111L
P.n Box See
� W JACMM 1 ANFAC0 OR
HINGED ROOF DETAIL
SAFETY HARBOR. FLORMA 34695
NC. 1= UUMM ME norm W 1E
w-
Rl+MI RA 41BfIC PR MAW O6N K.VIM
°� MAttIER
PHONE (613) 726-1136
im" a xmonmL m axe Mop alas
AD—HR-0002
114
HINGED ROOF DETAIL
UNDERLAWENT TO BE OWED 3' MIN.
ON BOTH SEC110NS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
I
I
RAISE EXTENDED SHINGLE 'AND UNDERLAIMENT AND -
AND A MIN. 4 1/2' WIDTM OF ROWING CEWNT TO
70P OF LAST SHIMM Ro� ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HWGED
ROOF SECTION.)
I
I
I
SHINGLE AND UNDER
I
I
I
ATTACH 2 X 6 X I' BLOCK BEHIND 2 X 6.—
OVERHANG FASCIA BOARDS AND SECIIRE WITH
3-18 X 3' WOOD I SCREWS EACH SIDE DF 6AP.
I
I
ED BY
1 Revised
Nov 30,2006
INC.
IFACTUREO MOPE
h AND SAFETY STANDARDS
I
I
I
WINDZONE 11
(110 MPI1)
ALL EXPOSZIRES
NOTES, I UQ EER APPROVAL: DAM APPROVAL
I
I
I. SIM RAISED ROOF SECIM IN BE NO P0910 BF(AE SMUNG HINGED
KING POSIS INTO POSI1M
. I
1 � ys od PAL
John C. Doedm
I
K2 EngWwm**
i
DUN Br.
xoREv, tFTiER
JACOBSEN HOMES TRESE p c.',ncA1D�: OR.. AWL D.T. DAT¢: 10-02-06
CROL4- PAQ°R[iAR1. AID aMWMK
MAMUMs CF AACUM YAN FACAA11tc DRAAWC 111LE .
P.O M W. � NA�nus AK NOWED 10 � HINGED ROOF DETAIL
SAFELY HARBORR.. F1 ORgA J4693 ULMW R M IM RWWES AID MW [ DRAINING MAMR:
PHONE (413) 726-1138 UM m.m m"mm am ammm AD-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6` MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 151 FELT TO ROOF PEAK —� ONE--P�ESNHINGLE
�• 2■ MIN. OVERLAP (TYP.) . c
r1: .. .. . . . . .. F=
7 1 . . . . . . ......... ............
N
6' MIN. TAR AS OWN
7r
I ..(APPLIED ON SITE
r.� SEE NOTE f3'.
I l ...
r q ... . . .
"l r—L n Y MR
I i I I
I— SEE DETAIL 'A' ..
n rr
� I � I� l I � 1 � I � I� I I••••• �
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON '
SITE WITH • 6 STAPLES (1" X 3/4" X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURERS INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMEN I IN THE -
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
I. CEMENTING OF 15f FELT 1S NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
2 FASTEMNG OF 15f FELT IS NOT REOUVRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACEUNTIL
SHINGLES ARE INSTALLED.) 0
3. EXTEND THE FIRST LAYER OF ON SITE 15f FELT ONTO THE FIXED ROOF A MN OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6- MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-00D1 (WITH SPECIFIC END PANEL LAYOUT),
AD-4111-000Z AD-HR-0003, AND AD-HR-00D4.
WINDZONE III
(110 MPH)
ALL EXPOSURES
A PROVED BY
FEDVINC.
IMANUFAICTURED HOME
TY STANDARUS
mawJACOBSEN HOMES 1m mAum �'�""m 7,r M.T. �,.' 9-20-03
ar N& PWPWMY NO MWOKIK MANNG TITLE: SHINGLE AHD UNDER AYIENT _
MAIEWLS W %VZOOM MANWAMUFM APPLICATION -ON HINGED SECTION
P.O. BOX 368 W. SM MAtEJW ARE PROW=1011E
HARBOR.SAIFM FLORIDA 4695 9iCW DRAWING NUMeat
P E() 726-113gUKWFM� AD—HR-0005
1c
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4" SCREWS,
6-1/2" O.C. MAX
I
I
I
I
DECKING ON RIDGE1 BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 15" O.C. RAFTER 'AND
3 1/2" O.C. MAX, (INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
I
I
I /
I
i
I
I
i
NDS01
NOTES:
I
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYIENT AND SHNGLES.
I
I
I
I
I
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL YANNONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
— CRC - 167.01 - 167.02
SEER APPROVAL DAPIA APPROVAL —
APPROVED BY
Revised
L JNmC09 , 2006
John Q uoodwi, F.C. FEDERAL MAINIFACTU INpl.
MOME
CONSTRUCTMIN ARO Sa1FETI SfAl10AROf
m E>►gir"fing, Ir1G
RFJP
JACOBSEN
HOMES
Test WCMANtlanAM =A V= An
piANN UT;
O.A.
YA IL'
06-06-06
KLT. LL 1 RN:
P.0 BOX 3,66
MONAL. PNOPREIART. AN WFWRK
WTQWALS Cr JLCMSM W1RWACIUMM
ORAMG 11 .
PEAK INSTALLATION DETAILS
INFO
W- wa FIATows AK Fi<oycm to
SArETY HARBOR., FLORIDA 3469S
PHONE (727) 726-1138
MCF01 ra 3KCM r1w'asra AMD 1EAt EE
Wr COFMO nt AN ZCW Ff01 ollm
DRAMNG MAM
AD—HR-0006
I
16
SHINGLE_/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE -
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.-z--�
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. 1NDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EMSTING
FELT AS SHOWN.
NOTES:
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEN(
UNDERLAYMENT INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MN. MOTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
AP ROVED BY
AUG 0 t
INC.
TICE DRAW BY: OAIE: REM, IETTIR
JACOBSEN HOMES NOF. M.T. 7-28-04
alaonN. FRaP1icTNT►. AIO Cmsm 0L ORAWMG TITLE _
P.O. BOX 368 MATOW OF Jw�BSEN MANWACTUFA C SHNU/01.1 MAYMENT INSTALLATION
NG 20 MAEN/LS AK FWAOM TO K
SAFETY HARBOR. FLORIDA 34695 ATCPa1 FOR 90IC IMPOSES NO MIST OT ORAINIG NAME
9VF1
PHONE (727) 726-1138 iel CIFIOEIIIK NO SEac1 FROM OKK AD-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
i
�- FASTEN TO FLOOR FRALONG
MEMBER W/ STAPLE OR NAL
BANDING STRAP'WAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG.
WDE T NOT LESS THAN 1/4- PER FOOT MUST BE MANTAINED TOWARD THE
OUTLET. WiERE 1HS GRADE CAN NOT BE ACHEVEk NOT LESS VAN 1/8-
'OOT MAY BE USED WREN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
�..� VIEW OF DRAIN PIPING
KQTES
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER' FI R PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN' HOMES � NOTr ORANKSAa. DUWW er. R.R. DATE: 7-17-17 Kv'LErrER:
i CA MAL pRomlAM AM WOMAK DRAWm TITLE
P.o. eex ace °A1O°'S Or AM& MANWAMR04 FROM= TO PLUMBING SUPPORT
CC 2m VAI RAS APB flr
SAFETY HAMA FLORIDA 34695 acm FW V=nWM RO NM SE DRANHG HU 9L.
PHONE (66) 1726-1138 an CeNIM <" IOU nm arras AO—PL-0001
18
I NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET—UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
INC.
)HOME
N0SAND UNA�NnT. �It V�I lV
JACOBSEN HOMES
THESE snEaTutaNNB oaAwws � I.T. 3-30-05
ORIGN1A4 PRd MMY. AND CON WTIA. DRAWNG TITLE.
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING —
INC. SUCH MATEAIAIS ARE PROV o TO TN¢ OPEN PORCH RAILING(S)
SAFETY HARBOR. FLORIDA 34695 RECPIENT FOR 9ECi1C PURPOSES AND PAT BE DRATANG MAW:
� A PHONE (727) 726-1138 NFPT CaUDF TK AND SEW Feats micas. AD—PO-0001
19
ON SITE PITC
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
41 VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE! FOR ROOF DECKING DETAILS
i SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 j� SEE AD-PR-7008
SHIP THIS SEC. L OOOSSE �
(SITE INSTALLED) �
�i- - - - - - - - - - - - -
- - -
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED -
POLYVINYL BEFORE INSTALLING THE
ON SITE PITCHED ROOF RAFTERS
REF. PG. IW-07-0011
FOR FASTENING
NOTES:
- FOR ROOF VENTING BOTH FACTORY J
AND ON SITE SEE AD-PR-7005 & 7006
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
WITF -SITE 'INSTALLED PITCHED
C ATER SECTION RAFTERS
OAPIA APPROVAL
APPROVED BY
Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
MOD
P.O. BOX 368,
SAFETY HARBOR, FLORIPA 34695
® PHONE (727) 726T1138
THESESPECTTWCAlI00NSAND DRAWISARE
ORIGINAL PROPRIETARY, AND CONFIDENTUL
MATERIALS OF JACOBSEN MANUFACAR W
NG SUCH MATERIALS ARE PRDWO TO THE
WFIEAT FOR SPEORC RROW AND MUST BE
KEPT CORRWTIAL AND SECRET RRDM WHIRS
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER:
,
D
IL_Jl
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
DRAWING NUMBER:
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 OVERLAP
FACTORY INSTALLED ROOF DECKING
SEE NOTE /2
18' MIN.
MAY BE RIDGE 8EAMS ��.
(SEE NOTE J4) WQTIr
CROSS-SECTION
SITE INSTALLED 7/16- MIN. ROOF
DECKING SECURED WITH 7/16' X 1 1/2'
X 16 GA. STAPLES. 2' O.C. WAX. TO
EACH 16' Q.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
. 11+aDzoNE'�
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044 10 PSF O.L.
NDS01
RU. GA= C-FS3 - 88.01
NOTES: DICKEUt APPROVAL- DAM APPROVN:
1. 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 PITCIiED RAFTER TO ALIGN WTH FACTORY NSTAU D
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) 00ori
2. ATTACH MATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH` Jun 09,2006
#10 X 4 1/2' SCREWS 9- O.C. MAX SPACING, 09 rNNC
3. SEE AD—FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. John C. F! C. 1*00" 2 Nora
K2 EngirmrkV, Inc. C01S1AUCIMANO3XMSTANOWS
JACOBSEN HOMES ,�,�,nm0
mA-m,x R11""'. 06-02-06
oA�: �► e
O.A. A
WZ
P.o. Box Sae W1DWS °° �Aao�x r" WXn0W o� n ROOF TO ROOF ATTACHMENT H
S PHONER(727) 726--1136 OMDA 695 rm �mw�r � Rom a+ArR+c rum AD—PR-7002
21
RAFTER TOP CHORD
IALT. CONSTR. RAFTERS
2 X 6 OUTLOWER
MAX. BETWEEN OUTIMERS 71110-1-
11!
2 X 6 OVERHANG FASCIA
THS TRUSS INSTALLED ON SITE
BOTTOM CHORD 16V
DOUBLED END ZONE RAFTERS
TYP. 16'1' O.C.
19.0
M 48. 0
M,1,r •lz
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131" X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUILOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT
SEE (MART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR MN. 7/16' X 2 1/2
X 15 GA. STAPLES IV O.C.
MAMMUM INTO TOP do BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER I `— 2 X 6 OVERHANG FASCIA
W/16N. (5) 7/16' X 2 1/1' X 15 GA. END ZONE ASSEMBLY NOTE:
STAPLES OR Mai. (3) .131- X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) QU1LGOWS TO BE SEMM M ��
(TYPICAL AT ALL CENTER BRACES) M THE ERDZONE PER FASM OMRT.
SINCE TRUSS ONLY
REO'D OUTSIDE OF
16' TYP. 16, TTP. 3 FT. AREA
D(TRA TRUSS MAY BE
PLACED ON UNR SIDE
NDSOI
1. ALL TRUSSES LOCATED WITHIN 136' OF THE END OF THE
SECTION TO BE DOUBLED. 1
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:
QuomY
Po+ETR im
331 PD NAIL
5
1 1/f
15 GA • STAPLE
8
1'
fil SCREW
2
1' OWL Tip)
QU1lOM FASHNW MAY BE INSTALLED MIINDZONE 111
FROM 70P CHORD OM F PEIEIRATIDN ALL EXPOSURES
B MARTTAIM (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
' i/ v%(og'*�
.John C. Doedeen, 'Rk.
K2 EngineV1419r Inc.
APPROVED BY
INFeb
05,2008
7P,NC.
FEDERAL IIANUFAG7URED MOPE
GDNSTRUC(lON AND SAFETY STANDARDS
JACOBSEN !HOMES
N0T M
Tx� ��1r.ATlolu Ano oTarNrs ARe
MAIM BY;
O.A.
DATE
1-29-08•
REV LE11Elt
Erlwl
P.O. BOX J 8
ORRiNN. PROPRE7A8Y. AID CDI.tOD(DAL
WAS CIF YAiIM
DRAWING 111LE
ZONE RAFTER/OVERHANG
M AM 1
SOEWWit
ASSEMBLY
SAFETY HARBOR. FLORIDA 34695
PHONE (7Z7) 726-1138
RW-
F p� MD VW
WT tarn+ AID SENT an oDro+s
AW
DRAWING NUM�R AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
TRIPLE WIDE CENTER SECTION � AK \ _ L
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTON & REMAINDER OF AT CONTINUOUS PANEL
BOTH ROWS OF SH NOUTSIDE SECIONS 6) FUG `SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WOE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECIONG TO HERE
I
VANDZONE M
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES: ttfW tN AFRMAU WM AMOVALt
1. 1/8' MAXIMUM GAP AND 1/16- MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16- APA RATED ROOF (24/0 %Jo
WRevised
SPAN RATED) DECKING (EQUAL OR BETTER). hn C. C)J-a-":. R - oat 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2�I1C��Tiw�tl;i;�,'•Ilc INC.
SAME DECKING PATTERN. IN [A
FEDERAL. WWUFACfURED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2- X 15 CONSTFdjCnON AND SAFETY STANWWS
GA STAPLES AT 3' O/C EDGES AND FIELD
ri
JACOBSEN HOMES
P.O. BOX 368
>m lm"DFtmm"
m. AUO 9MUNAAL
MAIDULS OF JACMSEN MANUFACTUM
F}FC SUCH HAMM. ARE F� 10 K
u`"'" tl'' O.A.
""" 10-24-07
'�-' `L'a`
A
OPAWS 11M
ON SITE PITCHED ROOF DECKING INST.
SAFETY FL� oA38ss
� F
�MMmao�
rwc M�PH(AD-PR-7004
23
TYP. 50 SO. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
SITE INSTALLED CENTER
SECTION OF ROOF
TYP. 100 SO. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT ENTER SECTION OF ROO
INSTALLED AT MANUFACTURERF T
TjYP. ROOF INSULATION —�
CEILING PANEL—/
j CENTER SECTION (FLAT TRUSS)
I
I
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
DAPIA APPROVAL•
OVED BY
ri
Revised
Oct 252007
NC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
0�
❑„
❑❑
JACOBSEN; HOMES
P.O. Box, 36e
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE
THIS£ SPECRFICAnoNs AND pRAXiNGS ARE
ORIGINAL. F4taPraETARY, AND CDNROEN—
ERI
MATERIALS OF JACOBSEN MANUFACTURNC
INC. SUCH MA�&S ARE PROVIDED TO
RECPIFAT FOR SPEOFIC R1R =AND Mb1 BE
KEPT COVIDENTut AND SECRET FROM DTHM
DRAWN BY:
O.A.
Da»:
10-24-07
REV. LErLER
A
DRAWING TITLE-
SITE INSTALLED PITCHED ROOF VENTS
DRAWING N UmW;;
AD-PR-7005
24
ROOF VENTING
MARRIAGE WALLS I I
TIP. 100 SlL K CRo1UTs FOR
a-r Y1)H1UIlIpi Or ROOF SECTION
(SEE 0W1 FOR REOUKWENIS)
100 SO IN. CUTOUT VENT HOLES
R N
SECTION
REQUIRED 1N FLAT ROOF
(16n X SECTION LENGTH: CUTOUT NOTES:
0 TO 1S -6, 1
15-6' 10 V-3' 2
31•-3' TO 16 -10- 3
W-10. 10 6 -6 4
67-6.10 -0 S
a-r
I I YARRUGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
u
I
= I YARRUGE WALLS
ci LOW VENT LOW VENT
a-r j f 1
1 f50 SO IN, VENTS REOUIRED
I `3 Hi(i1 VENT IN ME INS rAtl-ED MISS SECTION
(� o i =�
W �-
..H --------------
��I
§4 1 CENTER LINE OF CENTER SECTION
J%n :1<CIN UM t 11a rJll lOr 101t
10 3t -T ro[ MO[
4r-w p -i 2 1uSK
tY 10 - 3 2 [ASK
I 41 AMMM 10 04)WAG 101S
I a-r K .j-
$ 1 .f- TV. 50 50 H ROOF VENTSlOW VENT
v 1. LOW VENT (SEE CHART FOR REOUIREMENTS)
YARRIACE wAlls
I �
I '
1 SITE INSTALLED CENTER SECTION OF ROOF.
I
2
W
3
2
W
IV
WM APPROVAL:
ROVED BY
rp JUN 14 ?�
INC.
MPMUFAGMEO HOME
rtu1N A WTSWETY STANDARDS
- NOTICE L7T—
JACOBSEN HOMES mm sK�*� cop M�A"M INR.R. 01-22-04
Omm"AL PROPAIN". no pp/>pp uk DRAWING TIRE:
_ MAIUMS Or dAta•SE11 M""ACROC ROOF VENTING �-
P.O. BOX 368 AC SUW rA1QaMS AK FWM 10 11K
SAFETY HARBOR. ROMA 34695 KCpDIi Fpl 9?EF/lt /tR0K3 A10 rust K DRAIING NWKR:
PHONE (727) 726-1138 �1 CO/1DDIRAt A1O YOE1 roar cools AD-PR-7006
a-r
I I YARRUGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
u
I
= I YARRUGE WALLS
ci LOW VENT LOW VENT
a-r j f 1
1 f50 SO IN, VENTS REOUIRED
I `3 Hi(i1 VENT IN ME INS rAtl-ED MISS SECTION
(� o i =�
W �-
..H --------------
��I
§4 1 CENTER LINE OF CENTER SECTION
J%n :1<CIN UM t 11a rJll lOr 101t
10 3t -T ro[ MO[
4r-w p -i 2 1uSK
tY 10 - 3 2 [ASK
I 41 AMMM 10 04)WAG 101S
I a-r K .j-
$ 1 .f- TV. 50 50 H ROOF VENTSlOW VENT
v 1. LOW VENT (SEE CHART FOR REOUIREMENTS)
YARRIACE wAlls
I �
I '
1 SITE INSTALLED CENTER SECTION OF ROOF.
I
2
W
3
2
W
IV
WM APPROVAL:
ROVED BY
rp JUN 14 ?�
INC.
MPMUFAGMEO HOME
rtu1N A WTSWETY STANDARDS
- NOTICE L7T—
JACOBSEN HOMES mm sK�*� cop M�A"M INR.R. 01-22-04
Omm"AL PROPAIN". no pp/>pp uk DRAWING TIRE:
_ MAIUMS Or dAta•SE11 M""ACROC ROOF VENTING �-
P.O. BOX 368 AC SUW rA1QaMS AK FWM 10 11K
SAFETY HARBOR. ROMA 34695 KCpDIi Fpl 9?EF/lt /tR0K3 A10 rust K DRAIING NWKR:
PHONE (727) 726-1138 �1 CO/1DDIRAt A1O YOE1 roar cools AD-PR-7006
I 41 AMMM 10 04)WAG 101S
I a-r K .j-
$ 1 .f- TV. 50 50 H ROOF VENTSlOW VENT
v 1. LOW VENT (SEE CHART FOR REOUIREMENTS)
YARRIACE wAlls
I �
I '
1 SITE INSTALLED CENTER SECTION OF ROOF.
I
2
W
3
2
W
IV
WM APPROVAL:
ROVED BY
rp JUN 14 ?�
INC.
MPMUFAGMEO HOME
rtu1N A WTSWETY STANDARDS
- NOTICE L7T—
JACOBSEN HOMES mm sK�*� cop M�A"M INR.R. 01-22-04
Omm"AL PROPAIN". no pp/>pp uk DRAWING TIRE:
_ MAIUMS Or dAta•SE11 M""ACROC ROOF VENTING �-
P.O. BOX 368 AC SUW rA1QaMS AK FWM 10 11K
SAFETY HARBOR. ROMA 34695 KCpDIi Fpl 9?EF/lt /tR0K3 A10 rust K DRAIING NWKR:
PHONE (727) 726-1138 �1 CO/1DDIRAt A1O YOE1 roar cools AD-PR-7006
PI
ED RO
SITE INSTALLED VENT CAP OR SOLAR TUBE T
i
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A')
SITE INSTALLED VENT CAP
SITE INSTALLED CENTER
,SECTION OF ROOF
�— EXTEND FLEX DUCT 3- ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
i
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT CEILING PANEL
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
i
MARRIAGE WALLS
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING' OR BACKER
WITH MIN. 4— BD NAILS
IN LIEU JOF FASTENING
DUCT TO VENT CAP.
SITE III STALLED FLEX DUCT
SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
SITE INSTALLED
PLUMBING VENT PIPE
//'(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
MARRIAGE WALLS
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
Fq (SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
NOTES: DAPu APPROVAL'
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING; INSTALLATION. APP OVED BY
3. EXHAUST HOLE CUT IN MAYOF BERG THROUGH EITHER A SQUARE OR ROUND 1UN
4. RANGE AND BATH/AIR QUALITY FLEX DUCTS TO BE SPUCED WITH J
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5 SECURE SITE INSTALLED PLUMBING VENT ! PIPE INTO COUPLER WITH INC.
APPROVED GLUE. FEDERAL WUFACTURED HOME
CONSTRU 1ION AND SAFETY STANDARDS
JACO BSEN HOMES 1HM S>�OM� " DAB AK DRAWN BY. R.R. DATE Ot-23—Oa K" `ET'�
OMONAL PROPRIEU11,"CW>oE11M DRAWING TIRE
M
P.O. BOX 368 W iEffiI OF i� WO MAK FACROM W— S" VAW&MS ARE RAM TO OE PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDAl 34695 REIiW MR SfED11C Rom AO IIAI BE DRAWING N1111ABERc
PHONE (727) 726-11.38 PVT WFIKN%4 AI.1=11 RN DMS AD-PR-7007
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 151 FELT WIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYNENT WITH A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 15f FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS, PERIMETER OF ROOF.
71 r , C
, FOLD INSTALLED ROOF SFffATHINC (1YP)
I 1
I 6' WIDTH OF ROOF CEMENT WHEN
OPTIONAL 15f FELT IS INSTALLED.
Its
1
Z OPTIONAL LAVER OF 15f FELT
i l i I OPTIO
J— —1
Ls
r I
ONE-PIECE SHINU
UNDERLAYMENT
ROOF SWARM (TVP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6" FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF V MINIMUM.
f
FASTENING DETAIL
NOTES: ENUMLLN APPROVAL
1. CEMENTING OF OPTIONAL 15f FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPUEO �
ARE JUST TO HOLD FELT IN PLACE UNTL SHINGLES ARE INSTALLED.) �OM7 T✓U -d8n,
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 Eng:rte-1 rrtag, InG.
ONLY WHEN SPECIFIC APPUCATIONS ARE NOT COVERED.
WINDZONE IU
(110 MPH)
ALL EXPOSURES
OVED BY
rRevis d
Oct 29,2007
NC.
WWIFACTURED xOME
CTION AND SAFETY STANDARDS
JACOBSEN HOMES
> AINOM�O dU111INGS ARE
u""� tlt. O.A.°"'t
10-24-07
M" M'
P.O. BOX 30
MOM. PROPRE Mt AND WIFIMNAL
MATERUIS ff dACO = MAWFACMW
I>l VIING TITLE.
NC an MAIM" ARE PROM TO THE
SITE INSTALLm SHINGLE AM UNDERLAYMENT .
SAFETY 8 ss
KM
oRArlNc NUMeE�
NE 13) 726-1138
SM�tMM
AD—PR-7008
27
i
TYPICAL FLASHING INSTALLATION
TAR UNDER
(ROOFING
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
I
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
TOY X 1' MINIMUM ROOFING NAILS
OR .113" X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME, MATH NAILER
FLANGE, SECURED TO ROOF, ON,' TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES, WITH 80770MIOF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER MATH SHINGLE TABS
SECURED MATH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
i
NOTES:
DAPIA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH RAIN. 1" X 1" X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
ITP INC.
FEDE
AL MANUFACTURED HOME
CON
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
>Kx SKOFICATIM6 AM MAC AK
ORA" BY.
M.T.
DATE
02-04-04
REV. LETTER
1
96MA. PItoPIt IMI AID CWMTMI
DRANNG TITLE:
P.O. BOX 368
MATERAIALS OF JMMOSD# MAWACTMTNG
Nc sum YAnw.LS ARE pR vw TD T1[
TYP. FLASHING INSTALLATION
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726. 1138
KEC KIT FCt SPECI ROMSTS "MST KE
KEPT tX•i1R1E U4 u0 SECRET FIN OTMK
DRANNG NUMBER;
AD -PR- 7009
28
ADDENDUM
GENERAL .'NOTES / TIE-DOWINS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL ME -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
1 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-CCV,NS W"ON A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. * EN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALU_'_D
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME IIE-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SL'PFLIED BY OTHERS).
i VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
B. 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 DiiRIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING S ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TYP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
it. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WO TIE ANCHOR IS TO BE INSTALLED.
11 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.SiOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL DE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE 1HAN 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 ME -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. 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 BLOCKCiG REQU'REMENTS. ALL BLOCK.VG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES: ENGINEER `& Wt;!""D"rUF���,''''' DAPIA APPROVAL•
NST
THESE NOTES AND DETAILS ARE APPL[C ��'Q�G Np RFpF2 ROVED BY A,FOR WIND ZONE II AND/OR WIND ZONE III. THEY - ENE8703571 : JUN T 5
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = ...
AND EXPOSURE V. SEE APPROPRIATE TABLES .;� �� INC
FOR SPECIFIC INFORMATION ON EACH. TA c
NOTICE. "'JAJrrr m ip�Q W C.L.Y. 5-19-95 1m.. "I"m`
JACOBSEN HOMES THEE SPEOMTMS ANO ORATaGs ARE n
MCMAE. PRGPKTARX AND CWWTIAL DRAMlNG TIIlL f1
P.O. BOX 368 YATERIAES OF JACOMN 4ANUFACAMG TD-GENERAL NOTES DK SUDi uATERULS ARE PROM M TO THE [IRAMNG NUY9 !�
SAFETY HARBOR, FLORIDA 34695 RECPDIT FOR SPEOiIC KNOYS NO WST K c
PHONE (613) 726-1138 nR CArlloo W ND SEOV M OTIM AD-TD-0001
29
ADDENDUM lCl�g�
,
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OR
EA. END OF
ANCHOR
ANGLE
MIN.OTY.
EA. END OF
ANCHOR
ANGLE
WIDTH
EA. SECTION
YIN. 0
EA SECTION
u,N. A
20'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
�40
1
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
I WIND ZONE II
WIND ZONE III
SPAONG
DEL HEAD
ANCHOR ANGLE
SPAONG
DEL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
��
WIDTH
OVERHANG
Low
20'-0'
12'
8'-0*
31501
40'-50'
6'-8'
3150#
40'-50'
24'-0'
12'
B'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
254
12'
8'—O' 1
31501
40'-50'
6'-8'
3150# 1
40'-50'
26'-8.
12"
j 8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
I
I
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
A. D Y.O
EA. END Cf
AN ANGLE
ANGLE
A. D O
EA. END OF
AOR
ANGLE
MCLE
S�
WIDTH
Eli SECTION
MIN. 0
EA SECTION
ulx. e
O�
20'-0'
2
50
2
'
24'-0'
2
70.
3
50
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE R
SPAONG
DEL HEAD
ANCHOR ANGLE
SPAONG
DBI.. HEAD
LOADWIDTH
ANCHOR ANGLE
FLOOR
EAVE i
OVERHANG I
LOAD
20'-0*
2'
5'-4'
31501
40-45'
4'-0'
3150#
40'-50'
24'-0'
_I
12'
5'_4'
3150#
40'-50'
4'-0'
31501
40'-50'
254
12"
j —4'
3150#
40'-50'
4'-0'
31501
40'-50'
26'-8'
12"
5'4
31501
40'-50' ,w
111uuE '-0'
3150#
40'-50'
NOTES: •
ENIGNEER
'
GT,STE9 ••.F��'%
DAPIA APPROVAL
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
��.����Q�•
� • Q� N0. F�'� -�APPROVED
BYA
2. SEE AD-TD-0011 FOR UAXI11Uu PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOI£
_ ENEB
■� T 5
�''• � OF cc=
- o •• � �
INC
��
-'�. 'c�S; • . D I A' . V� ����
rExAALu+ms.cHURl�H�
V.Ml crxh No wEn sINHym
`
JACOBSEN HOMES
NOTICE
R AND DCCKFIDS ARE
THESE I, PROPRIETARY.
CEDpNAL, PRCPRtCTART, AND COHFIDENIIAL
'clul 1D ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING DflE:
UATTRIALS OF JACOBSEN UAN TACT1JRING
NORM. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
WC. SUCH MATERIALS ARE PROVIDED 10 THE
REOPIENT rCR SPECFX PuRP03S A10 +GAT BE
Mnk Am SECRET rR0I OHM
DRAWING NUUBER.
AD—TD-0010
PHONE (81i3) 726-1138
PUT ca
30
ADDENDUM��
0 1
ALTERNATE TIE -DOWN SPACING TABLES O ��
ZONE II & III/EXP. C
LONGITUDINAL TIE -DOWN SPACING TABLE
, A
MK
WIND ZONE 8
WND ZONE 0
NB 0.
�
ANm
A
a ON.
EA � aF
,Y m
A .
(�
FLOOR
WID1H
��+
u sm
ioL e
� ooN
st>C
L
�. e
23'-4'
2
54'
3
47
�QO
24'-0'
2
54
3
40'
2
60'
3
44'
3
38'
3
48'
3TAr
3
4T
4
41'
(SEE NOM 14 FOR ANCHOR ANGLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
IND ZONE II
WIND ZONE NI
sus
Lm
u�nroa �
sPu�c .
�
�wnian �
I�AW
OVERHANG
2S-4'
12'
64
31501
40-45'
54
3150 j
35•- c
24'-0'
12'
S4
3w
40'-45'
64
31501
35-40'
254
12'
51-4'
3150f
40'-45'
54
31501.
35'-40'
9-8'
12' -
5-4'
31501
40-45
6-4'
31501
351—C
30'-8'
12'
5-4'
31501
40-45'
54
3150f
35'-9
(SEE NOTE 14 FOR ANCHOR ANGLES)
eegeeceso���®e��i
C. D0®o
ee`e°
. O. �EAi'cO��99
No 45484 ."
•
8T1, ._
o O • •: ��o REF. CALC.
'& O ti P• C-TD - 215.01 - 215.20
'ONAL
NOTES:
ENQVEER APPROVAL:
DAPIA APPROVAL.
1. sm AD-M-M FOR ADDIMM REQUBEiE1i13.
APPROVED BY
ON
Z SEE AD-TD-Cmlj FOR MA)D= PER HM13 RE00M FOR N LOADS
TANATED ABOVE.
J%m 16,2009
I 1E-D= DESIGN ON THIS PAVE APPUCNlF 10 DOUBLE UMONLY
I N C .
4. go ANCHM ANGLE SHOWN DI THE QUIRT ABM CANNOT BE ACHEM.
[OT&M AN APPROVED STABLM PLAIT.
.
FEDENAI runF�cneaED V S
coMSTra►cnoM uro s�FEn STANDMDS
JACOBSEN HOMES
E�MA
ADRUM
MAN Iff..
Y.T.
0A1E
06-04-09
DRnrINc
'ILTERNATE SPACING TAMM
P.O. Box 3se
Camar. PeDPRIM. AND CarFemw
M"� °F �MA0M "'M"'FWMD
LLLU SAFETY HARBOR, FLORIDA 3095
PHONE (813) 726-113B
W. SM 1AMW AK pRDW TD THE
RF W RR 9M Pup= n = lE
R" C090M �t M SETFFM DD61s
MANG NU M AD—TD-flO10.1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
PER AO-TD-0010 TABLE ! PER AD-ID-0010 TABLE PER AD-7D-D010 TABLE PER AD-TD70010 TABLE PER AD-TO-0010 TIDE M
AK
FIGURE 1.0
SEE FIGURE 20 FOR ALTERNATE TZ—DOVN YETHOD
TYPICAL CROSS SECTION III
SHOWING TIEDOWNS Tom• n0°R srs>EEI/ TV. °�
--a1Ams
SEE NOTE 5 FOR
MA AMUM HEIGHT
ANCHOR ANGIE ANCHOR ANGLE
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE IE—DONNA I I I I
NOTES: ENQNEER`` \ w:,, QO�,,,� �QAM&BY
1. SEE AD-TD-0010 FOR SPAaNG TABLES. 1`QG� N� R�O�C`2 �i r
2 SEE AD-TD-0010 FOR CIUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. Q - '
3. SEE OTHER DETALS FOR BLOaONG (PIER) OUANIITY AND OTHER REOUOREIAENTS. ENE8703571 INC,
4. SEE AD-TD-0001 FOR ADDITIONAL REOURTEMENTS. - I v
IYIL WMiK7111®MOIE
5. ZONE 2/EXPOSURE 'C': 6V MAXMUM HOaRT 'd sJ' T r i ; 44� w°�FETYsteo�i
ZONE 2/EXQOSURE D : 44IGHT • MA)MM HEd
ZONE 3/EXPOSURE �C: 40' YAX441M HEIGHT . :�� ••'•. 7 9 P • � REF. CALLS:
o a• �
ZONE 3/E) POSURE V: 36" VAXGANII F IEIGHi '�i�4�FtSs+�Q - • �� ����`
NO=& altmi DAB REV. LETTER:
JACOBSEN I HOMES THESE SPEaICATN)IS AND ORAWNGS ARE C.L.Y. 3-27-95
ORIGINAL. PROPRIETARY, AND CONFIOENTK DRAWING TNTLE:
„ F.D. BOX 368 MATFTBALS OF JAC0BSEH MAIAIFACIWNG FIGURES 1.0 AND 1.1
NC SUCH MATERIALS ARE PRQNDED TO THE
SAFETY HARBOR, FLORIDA 34695 FMCPINF FC R SPECFX PUZF�i AID MUST BE DRAWING NUMBER
PHONE (813) 7Q6-1138 WT COWMU& AID Swo n= OTHQs AD-TD-0011
I
J�
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0 °e�Q88Biae®ppps
k C ' DO �ooi
o
O � •
O
OH •'• A, o ��
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TYP. a9oR nstBl Tv-
7 7 eBfeeeeaapet
SEE NOTE 5 FOR
I MAIOIAIM fE w
1— ANCIHQH ma (SEE NOTE 08) AMUR AM (SEE NOTE �)
FIGURE 1.1
(MIGN 6ASm ON 951/f 1-UM mM Aid es' Ha( 90AU)
ENdIW APPROVAL- DAPIA APPROVAL•
xoTEs: APPROVED BY
1. SEE AD—ID-0010.1 FOR SPACING TABLES
2 SEE AD-7D-00.1 FOR QUANITY OF LONGRM TIE-00161 STRAPS REGIARETa' �Ttim 16,2009
1 SEE OTHER DETAILSyFFOR &WING (PIER) QUANTITY AND OTHER REQUIREMENTS I NC .
4. SM AD-TD-MM FOR AMMONAL REQUIREMENTS. FEDERAL EWNFACnIREO HOME
CONSTRUCNON AND SAFETY STANDARDS
5. ZX 2/W=RE V: 67' MATOMIM HEM
ZDNE 3/E11 MRE 'C': 56' MAX+TdUM MIT
6. *0 ANCHOR ANGLE SIM ON AD-1D-0010.1 CANNOT BE ACf9E11ED, REF. CALCS:
INSTALL AN APPROVED STAM M PLATE. GTD- 215.01 - 215.20
DRAWN BY DATE: R� LETIFR:
JACOBSEN HOMES N01A M.T.os—o4—os
1lMSE SPE>xRGiIOKS Alm DRAM4m6 ARE
OR MUL. PROPIEETARY, AND COlOIDBiTU1L DRAWING TITLE'
MA19W OF !1 MANUFAMIRING FIGURES 1.0 AND 1.1
P.O. BOX 368 W. SUCH VA1Fi W ARE PimVAM M 1!E
SAFETY HARBOR, FLORIDA 34695 ImL w RR SRfsIC PLW=3 AID MUST E DRAWING NUMBER:
PHONE (613) 726-1136 WT OWIMAL AIM MT ON GD= AD-TD-0011.1
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP, C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
r �1
t (i r `
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
WIN. CITY.
EA END OF
EA. SECTION
ANCHOR
ANGLE
MIN. A
LAIN. OTY.
EA END OF
EA. SECTION
ANCHOR
ANGLE
YIN. 0
2
43'
2
55'
j�
i
13'-4'
2
50,
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
D6L HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
DELANCHOR
ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
6'
5-0'
31501
40'-50'
6'-8'
3150#
40'-50'
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE II
WIND ZONE III .
FLOOR
WIDTH
MIN. OTY.
EA, END CF
EA SECTION
ANCHOR
ANGLE
YIN. 0
UK OTY.
EA END OF
EA SECTION
ANCHOR
ANGLE
MIN. 0
O
12'-0'
2
64'
3
47,
�l
12'-0'
3
31'
4
33'
13'-4'
3
42'
3
55'
4
30'
4
38,
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DES. HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
54
31501
40'-45'
4'-0'
31502
40'-50'
6'
5'-4'
31509
40'-50'
4'-0'
3150#
40'-50'
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. �
2 SEE AD-TD-0013 FOR MAIOMUM PIER HEIGHTS REOLRRED FOR THE LOADS
TABULATED ABOVE.
ENQ`EER�w` 0�
�.`� �0.,•\STEq�•. (�`�''.
: NO. O '
ENE8703571 -
DAPIA APPROVAL
APPROVED BY
00or
'UN T 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160' BOOR OR U4• FLOOR WIDTHS 1N1H 95 I/2'
I -BEAM SPACING 96• MA)CUUM SIDEWALL HEIGHT AND 6' MAZIUM SIDE
OVERHANG (6' OVET3iANG MAX EACH SIDE OF UNIT).
* '
STAT' = E Q:
� � : �4A
%'�� • �ho1AN. ' �`���.
•, >>�
^ '
I I v
EQSTWICKNOSAM"SiA�A
JACOBSEN HOMES
NOTICE: �AAlt11►
THESE smIICATIONS AND DRAWNGS AI�
11111 or
E.L.Y.
DATE: -
5-30-95
REV. LETTER:
P.O. �BOx 368
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
ORDINAL PROPMETARY, AND CONFMTIAL
MATALS OF JV08SEN MANUFACTMNG
ERI
NC S CH MAMOMS ARE PRONDED TO THE
RECPW FOR SPECM PJTM AND MIST BE
HTPT C09W', L uO SECRET ►ROM oTNERS
A
DRAVANG TITLE:
NORM. SPACING TABLES
DRAWING NUMBER:
AD-TD-0012
34
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FIGURE 2A FOR ALTERNATE T!E-DOWN iMD
"i MME
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TZ-DOIN ZRID
NOTES:
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES
2 SEE AD-M-0012 FOR QUANITY OF LONGTUDIAL ME -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS-
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENTS
5. ZONE 2/E*=RE 'C': 30' MAXOIIIM NIGHT
ZONE 2/EXPOSURE '0': 48' MAXDAUM HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIAUM HEIGHT
ZONE 3/EXPOADRE V: 60' MAXIMUM HEIGHT
SEE NOTE 5 FOR
T0
��O�2
� �;Z� No. Fn.
EN 870357
of : c
APPROVED BY,
INAJAN i i
INC
FUit ft mNKFACIU==E
QwftG =xwoATiTT6TA1011q
JAC O BS EN HOMES
AM �u1{M60
L°R `A�'
tit. C.L.Y.
DATE
5-19-95
t:Ev LETTER.
THESE SPEaWATil0ON5 1
ORIONAL PROPIEETW AM OMFM MTM
MATERIALS OF JACOBSEB YANIFACTURNG
DRAwwG TITLE FIGURES 1.2 AND 1.3
A
„ P.O. BOX 30
SAFETY HARBOR, FLORIDA 34695
O1c 9I01 MATERINS ARE PROVIDED TO THE
REOW FOR SLUM P1iIP= AM MM RE
DRAMNG NUMBER:
PHONE (813) 726-1138
KWT CW MTK AM SELRU FROM UMM
AD-TD-0013
35
ADDENDUM
TIE-DOWNALTERNATE
TYPICAL SIDE
SHOWING D.ON
SPACINGS;
mad
Rosman
III�'Al 'sufl
FKAME AN
II
.l1► i,.�i. i ..iiW.A��ilMAX PER AD-ITC-00 TABLE. PER AD-M-0010 TABLE PER AD-7D-DGIO TALE PER AD-TD-10010 TABLE PER AD-M-DDIO TABLE UM
FIGURE 2.0
SEE FIGURES 1.1
AND 1.3 FOR TYP. CROSS-SECTION(S)
D111I111,,A,,,,
nn-
NOTES
E,� pAOVAL•., G
DAPIA APPROVAL
1. SEE AD-TD-ODIO FOR SPACING TABLES
_
:'F No.
APPROVED BYE
2 SEE AD-TD-0010 FOR OUAN7TY OF LONCITUDIAI TIE-DOMN STRAPS REWIRED.
EN-8703571_N1
1 5
3. SEE OTHER DETAILS FOR ELOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
.W
4. SEE AD-TD-0001 FOR ADDITIONAL REWIREUENTS.
` ?
'• ' `�
INC
o t' _:
•� ' • �/D I AN. •' V\��.`�
/4OEAu YAMIlALTIm mme
cvalluarrovl;:TTmAn,eDa
JACOBSEN HOMES
NOi7CE:
THESE sPEC1nCATIONs AND DRAWNGS ARE
DRAWN BY.
C.L.Y.
DAIS:
5-19-95
REV. LETTER:
P.O. ;BOX 366
ORIGINAL, PROPRIEURT, AND CONFIDENTIAL
MATERIALS OF JACOBSEN YAN IAACTLRNG
INC. SUCH YATER:AALs ARE PRDHOED TO THE
DRAWNG TITLE
FIGURE 2.O
A
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REagaT FOR SUM PJIPM AND WST BE
OUT ODNFDD IRAL AO SE0011 1 OMM
DRAWNG NUMBER
AD-TO-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-D0VN INSTALLATION METHODS
SIDE VIEW OF UAIN FiAV--
X-DOWN STRAP
SCE OTHER DETALS
FOR TIC-DOMN STRAP
SPECIFICATIONS.
APPROWD ANCHOR WVDED TO
MAIN I-EEAM (SEE OTHER DETAILS
SEE AD-M-0200 FOR FOR WELDING) TO BE NSTALLF0
RADIUS CUP DETAIS AT KE FACTORY.
(REOUiRED THIS LOCATION). (UK 3150j MRUNG (DESIGN) LOAD
AND 4725j ULTIMATE LOAD.)
o° GROUND ANCHOR
SEE OTHER DETALS FOR SIZE.
ANGLE AND OTHER INSTALLATION NOTES
�- FIG URE 2.1
SOLID HEADER (CROSSUEUB R) 3- x 3/4- (. 1 /z) . 1AlsT BE LOCATED
FRONT VIEW CUT INTO HEADER
FOR STRAP ATTACHMENT. MdMUS WTHN s- OF MAIN i-BEAM.
(FACTORY CUT)
P.mi SEE
AD-TD-0200 Fast j SEE AD-M-G200 FOR
/ RADII'S CUP DETALS I RAJR15 CUP DETAILS
(REQUIRED THIS LOCATIDNj (REMD THIS LOCAlON).
5-WX.
TIE-DOMH STRAP
SEE OTHER CETAILS
SIDE VIEW FOR ME-DOW STRAP
SPECIFTGAITNS
GROUND ANCHOR'
° SEE 07HER DETAILS FOR SIZE,
° ANGLE AND OVER USTAUATION NC -;ES.
FIGURE 2.2
Ckj�htffl APPROVAL' %; DAP:A A.°PROVAL-
NOTE;S:
I. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-M-0010 FOR OUANITY OF LONGITUDIAL TIE-00w1 STRAFS RCOUAED. 5 �O STAT. ! - - x
J. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY ANZ OrmER REOLARENENTS. " Yr
4. SEE AD-TD-0001 FOR ADDRANAL REOUREIIENTS ' ' ' (."
A.1Ri0R BRACKET AND TIE-D01'L'1
DEVICES ARE CERTIFIED BY OTIM
Nomcm CRAWN BY. "7. REV. LETTER:
JACOBSEN HOMES T�SPEDMAT:ONSANDCRAWhMAri[ C.L.Y. s-13-55
OWMAL PACPW MT. AND CDXWff'A' DRAIIMC PTUL
P.O. Box 36B "A� °0° 'AOgx mAMrAcTmr- FIGURES 2.1 & 2.2
!IC m YAT'JU s Aid MIOVOEO TO of
SAFETY HARBOR, FLORIDA 34695 anp O1T Ta FEDK I,sr= AN7 w.iST E ORAWWK: NVUBM'
PHONE (813) 726-1130 apt conumAL no smut n= calm AD-TD-0015
37
TTAC
' TYP(C1
i
/01 /
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
' I /
I / /
1N CLAMP, UANUFACURED BY
ENGINEERING, PART 159011
L-cL „.ulurACTURER'a INSTRUCTIONS FDR
COMPLETE INSTALLATION DETAILS)
NOTES: '
DAPIA APPROVAL
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A
PROVED BY
2. ALL -STRAPS TO BE TYPEFINISH j 8, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
-
.I.
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
�f�� 15 ' 2B
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTIR STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
INC.
FEDE
AL MANUFACTURED HOME
CON
RUCTION AND SAFETY STANOAROS
,.
JACOBSEN HOMES
THESE SPEOFlCATTIOaNSiCE ANDD PAwwrs ARE
DRAWN BY: M. T.
DATE: 6-12-01
REV. tETIER.
P.O. BOX 36B'' •
ORIGINAL. PROPRIETARY, AND wNRDENIIAL
NAIERULS of JACOBSEN MANUFACTURING
lNc SUCH MATERIALS ARE PROVIDED To THE
DRAWING TIRE:
LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REa ua Fm s wx PUR➢ogs AND MusT BE
NEVI CON DD MAL AND SECRET FROM OTHERS
DRAWING NUMBER:
AD— TD—DD16
38
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
VQQ� 'lS2
o\O�v
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WAND ZONE
III
YIN. OTY.
EA. END Hi
EA gcTIDH
MDIOR
ANGLE
{ml a
un CITY.
Ell END Of
EA. SEcnal
mcm
IL
� e
ML
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4-
3
38'
3
1 W
VERTICAL TIE—DOIVN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WAND ZONE II
WAND ZONE III
SPACING
DBL.
AHo+DR MIME
SPACING
DEL HEAD
DEL
AK HOR ANGLE
10'-0"
12'
4'-0'
31501
40'-50'
4'-0*
31501
40'-50'
12'-0"
12'
4'-0'
3DO01
40'-50'
4'-0'
31501
40'-50'
13'-4'
12"
5'-3'
31501
40'-50'
4'-0'
30001
1,
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WAND ZONE II
WIND ZONE
III
URL OTY.
EA. END OF
a sEcnorl
ANCHOR
ANGLE
WIN. a
UK CITY.
EA. ENO I
Eti gctaN
ANCHOR
ANGLE
ulK e
10'-0'
2
64'
3
46'
12'-0'
1 3
50,
3
68'
IS 4'
3
58'
4
48
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING -TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WAND ZONE III
SPAONC
DB- HE/J
LOAD
ANCHOR IUNQE
SPACING
HEAD
LOAD
ANCHOR ANGLENC
10'-O"
12"
4'-0'
3150#
40'-50'
2'-8'
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4'
12'
4'-0'
3065Q
40'-50'
2'-8'
3000(
40'-50'
NOTES: EN01, I AM 517t ED BY
1. OFFSET SECTION WITH THE MARRIAGE ME WALL DIENDINC BEYOND THE ENDWALL OF � O •'eG • � � REVISED
THE ADJACENT SECTION MUST BE TIED DOW4 AT THE UARRIAGE LINE IN ACCORDANCE
,� •Q' �" C� _ SEP 0 9 1
WITH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO:
BE TIED DOYAT INACCORDANCE WITH THE NORMAL SPACING TABLES (AD-ID-0010). ; INC.
2. SEE AD-M-0001 FOR ADDITIONAL REOUIREUENTS. -0
0,�•, ��9�gbr.•'' ���` FED RAL MANUFACTURED HOME
HEIGHT 3. SEE AD-M-0021 FOR MA)ODUM PIER HET REWIRED�
FOR THE LOADS TABULATED ,!t7}P.r` .• �� ���
ABOVE i���,�ss •• .... •''�v,`��` CO STRUCTION AND SAFETY STAND
NOTICE +r,r„ I �Lr ° R.R. DATE. a-27-,6 REv. LETTER
JACOBSEN HOMES THESE SPEOFICATIONSANDORAWACSARE
CracmAL PROPTJETARY. AND COIT10 IK DRAWING TITLE.
uAtmAL5 of JACOBSEN uAM)FACTURRIC OFFSET SPACING TABLES
P.O. Box 368 W_ StXK WATEFMS ARE PROMDED TO THE
SAFETY HARBOR, FLORIDA 34695 REOPENT FOt 9KCFY RAMS NO W6T EE DRAWING NUMBER: -
PHONE (813) 726-1138 IEPT COIfWnk 00 SECRET TRW ODIERS AD—TD-0020
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
ti
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE Mr -DOWN RMOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXDIUH FfTGNT
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNAn M-DOM 1[Efl
NOTES:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE-DOVM STRAPS REOUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)
ZONE 3/EXPOSURE V. 31• MAXIMUM HEIGHT
ZONE 3/EXPOSURE V.- 32' MAXIMUM HOGHT (44' 0 24' WIDE MIN.)
[TAB ES ON AD-M-OD20 JIQ M AFPLY
TO THU STANDARD WATT-WDE SECIIONS
OF THE UNIT -SEE NOTE 1, AD-TD-0020.I
TIP. FLOOR SYSTEH--�
ANLFIOR ANGLE
ANOIOR ANGLE
FIGURE 3.2
VAIMP, ALTERNATE TIE-DOIN RETHOD
6DAPIA APPROVAL
XV
�`` No. Fo APPROVED BY
_' • ENE8703571 • -
r a ;f
• t, q�
-S 7N rf4iNC,
i��0�•••���L��j^J'.••��+`.�wAmrAcn�I®LRaE
rl=JACOBSEN
HOMES
N097CE
THESE SPECIFICATIONS AND DRAWINGS
DRAWN BY:
C.L.Y.
DATE: 5-11-95
REV. LETTER:
„P.O.
BOX 368i
AFC
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBS N MANUFACTURING
DRAWING TITLE
FIG. 3.0, 3.1 & 3.2
A
SAFETY HARBOR, FLORIDA 34695
INC. SUCH MATERIALS ARE PRONDED TO THE
REGPENT FOR SKCFX PIRPOSES AND NUST BE
DRAWING NUMBER:
PHONE (813) 726-1138
IOPT COIrFWn4 NO SECRET FROM OtNERS.
AD-TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
�glluulurgn
NOTES: `E�, r� OV• . F ii��'' DANA APPROVAL•
1. SEE AD-M-0020 FOR SPAL:4; TA3iE5 (OFFSET SECTION ONLY). i�r•'�G�SrE9�FA-�'� APPROVED BY
2. SEE AD-M-0020 FOR DIMITY OF LONOTLIDIAL TIE-DOINl1 STRAP$ REQUIRED. n,0' '•• v ':
(OFT'6fT SECTION ONLY) NE8703571 = ti 5 10
3. SEE OTHER DETAILS FOR BLOC-.4C (PIER) OUANTIT! AND OTHER REWRG"TS. 4. SEE AD-TD-ODD1 FOR ADDITIOr.'td REQUIREIIENTS T/INKS('�
' , F ' OIAN�'.•'C� cow�c+arowmswcro
■
„
JACOBSEN HOMES
P.O. BOX 368
SAFETY HA? off, FLORIDA 34695
PHONE (..13) 726-1138
N071M ""'
THESE SPEOMATIONS AND DRAMM ARE
DR+ONAL. PROPfEETARY. AND —Wm
MATERIALS OF JACOBSEIr VANJPAC7LRRG
W_ RICH �Ci1O ARE �70 WE
FOt SPERI AIO SM K
PVT WI ITAL AID SEORET rROI DINERS
DRAT BY: ,
C.L.Y.
DATE:
5-11-95
REV. LETTER:
/� .
/ -`
DRAINING TIM
FIG. 4.0
DRAINING NUMBER
AD—TD-0022
41
VP ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES 5SS S
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
r . MIN. oTY. ANCHOR MIN. OTY. ANCHOR
V FLOOR E. ANGLE EA. END OF ANGLE
WIDTH EA SELnoN YIN. A EA SECitON MIN. 0
20'-0' 2 2 45'
24'-0' 2 46' 1 2 60'
25'-4' 2 50 2 JJOR
VERTICAL!TIE-DOWN / FRAME TIE -DOWN SPACING TABLE
WIND ZONE II WIND ZONE III
MIN. MAX I DBL HEADFLOOR EAVE DBL HEAD ANCHOR ANGLE SPACING
WIDTH OVERHANG SPACING Low Low
20'-0' 12411-0' 3670 20' 4'-0' 3900A 20'
3700# 20' 4'-0- 3950# 20'
24'-0* 12 4i-0• 3950
25'-4' 12" 6`-8" 4000/ 15' 4'-0' Ii 22•
26'-8" 12" 6'-8' 39501 28'
4'-0' 3950# 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
YIN. OTT. ANCHOR UK OTT. ANCHOR
FLOOR EA. ENO OF ANGLE EA. END CF ANGLE
WIDTH EA. SECTION UK 0 EA. SECTION UK 0
40� 20'-0' 2 50' N/A N/A
2414' 2 70' N/A N/A
254 3 42' N/A N/A
26'-8"
N/A I N/A N/A N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX.
I WIND ZONE II WIND ZONE III
FLOOR EAVE I SPACING DEL HEAD ANCHOR ANQE SPACING DEL
ANCHOR ANG1E
WIDTH OVERHANG Low
4000� 20' N/A N/A N/A
20'-0' 12' 14'-0• N/A N/A N/A
24'-0' 12' 4'-0- 4000g 24'
'25-4 12' 4'-0" 40001 ]277!*�
N/A N/A NIA
26'-8" 12' 4'-0' 4000� .,,T1r1r N/A N/A N/A
ENCI;E<EBDO���iiDAPIA APPROVAL'
NOTES:
6,STt9�o(cy�i _ _ _. _.. _ . ._. .
1. SEE AD-M-0001 FOR ADDITIONAL REOUIREJUENTS
2 SEE w-m-o031 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED ENE8701-571 •: ,�' -
ABOVE
3. 20 WADES -82" MAXIMUM I -BEAN SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031). ' 'F :�I/+• ` _ ... ....
-
��/lrr TQFAMM DATE REV. LETTER:
Nonce C.L.Y. 6-13-95
JACOBSEN HOMES THESE sPEancAm s AND DRAWAGS ARE
ORIONAL PROPRIETARY. AND OONr "ra DIU"— TIRE:
MATERIALS OF JACOM MANSACTLW4 ALL. SPACING TABLES
P.O. BOX 368 INC. Ala NATERKS ARE PROVIDED TO THE
DRAWING NUUBER
SAFETY HARBOR. FLORIDA 34695 RLa SENT rOR rErne Pl6rPOSES Am -1 BE
PHONE-(813) 726-1138 r�PTCO"ENTulArmSECRETM- Onus AD-TD-0030
42
000� oxv%s ALTERNATE TDEE
ADNDUM
4 DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
u mm BIGHT
4' MAX L FIGURE 5.0
S. FIGURE LI FOR RECOMMENDED 1IE-DOTN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONFIGURATION A MU CREST PRODUCTS YODEL VSH (TYPE 2), AUGER ANCHOR i1TH A DESIGN IDAD (TORKING LAID) RATING OF
4,000 POUNDS AND AN ULMIATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIVI.AHT ANCHOR MEETIIG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN 110 OF THE STYLE CREST PRODUCTS ANCHOR
DOTES:
1. SEE AD-M-0001 FOR ADDITIONAL REOUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUIREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE TiE-DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 2/EXPOSURE 'C': 3r UAWLIM HEIGHT
ZONE 2/EXPOSURE 'D': 27' MAXD>'JM HEIGHT
ZONE 3/EXPOSURE 'C': 30' MAXlfJM HEIGHT
ZONE 3/EXPOSURE '0': THIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE RE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL I%ND ZONES AND N BOTH EXPOSURE 'C' AND ETO'OSURE V. HOWQVER• BY
INSTALLNG 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 X-DOWNS.
INEER t�PrR'O_V T7 I OAPIA APPROVAL'
NoF�``�
ENE8703571
•. �j1J Z � r
J\
FTvALr:.•_Fr�: �.�
NOTICE �rUrHrrU +ORAWN BY: DALE 6-13-95 REV. LETTER:
JACOBSEN HOMES THESE SPEWCOONS AND DnWKS ARE C.L.Y.
OMONAL. PROPMETARY, AND CONTIOET IK DRAWING TTLE:
P.O. BOX 368 MATERIALS OF .IA000SEN MNUFAC1LMG FIG. 5.0
„ Or- SUCH NATERWS ARE PROVM TO THE
SAFETY HARBOR. FLORIDA 34695 RECPDfT FOR SKCHX ROM AND WST K DRAWING NUMBER
PHONE (813) 726-1138 wr cwm nq AND SEav rRDu oTium AD-TD-0031
-43
CNrON�NO`SSNOB�` ,E , ADDENDUM lG�g�s
FdA, �E-D° �'�O ►! ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6'
ZONE II & III/EXP. C & D
i
I
LONGITUDINAL TIE —DOWN SPACING TABLE
MOB.
WIND ZONE II
WIND ZONE III
Y°N• on•
EA. .END Of
EA SECTION
ANCHOR
ANGLE
YIN. B
uw, otY.
EA END
EA SfC1IG1CN
ANCHOR
ANGLE
MIN. B
YYY
FLOOR
WIDTH
4O� I
20-0
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
1 I
��1
25'-4'
2
45'
2
58'
26'-8'
2
48'
3
370
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
HIND ZONE III
SPACING
Del. HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
DTH
ERH
WIDTH
WI
OVERHANG
I
LOAD
20'-0'
12'
1 N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
1 12' 1
14'-0'
40001
20'-30'
4'-0'
4000#
20`-30'
25-4'
1 12' 1
14'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
1 12' 1
14'-0' 1
40001
20'-30'
.4'-0'
40001
25'-30'
I
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN
WIND ZONE it
WIND ZONE III
FLOOR
YIN. OTY.
ANCHOR
UK OTY.
ANCHOR
S�rY`
WIDTH
EA END OF
EA SECTION
ANGLE
YIN. B
EA END IO
EA SECTION
ANGLE
YIN.. B
O� I
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
I WIND ZONE II
WIND ZONE III
I SPACING
D QHE
ANCHOR ANGLE
SPACING
D O�
AND40R ANGLE
FLOOR
IDTH
EAVE
OVERHANG
264
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
T 3'-8'
40DO j
20'-30'
1 2'-8'
4000#
20'-30'
25-4'
12'
4'-0'
40001
25�-30'
S-2'
4000#
1.5t-30'
26'-8'
12'
4'-0' 1
40001
25'-30'
3'-2'
4000#
25'-30'
NOTES I
ENGiNEER`IffilVfUlIIlilt,,
DAPIA APPROVAL
1. OFFSET SECTION TATH THE MARRIAGE LINEIWALL U ENDaiG BEYOND THE ENDWALL OF
�I`\� C':DOC4'''''-,
PPROVED BY
THE ADJACENT SECTION MUST BE TIED DO AT THE MARRIAGE LINE IN ACCORDANCE
`-- - ,•' G\S I
�O
0
MTH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
1
Z .: * Q`� No. '? �_
— E r
.ILIN 1 4
A
BE TIED DOMRJ IN ACCORDANCE MTH 1HEIALT. SPACING TABLES (AD-TD-0030).
.
INC
2 SEE AD-7D-ODO1 FOR ADDITIONAL REQUIREMENTS.
S,r�.t
qu
3. SEE AD-TD-0033 FOR MAXIMUM PIER HEIGHT REOLARED FOR THE LOADS TABULATED
ABOVE I
i0�Q� •. /. .•' a�
•��� ••(` L ~ A ', �\ .`
JACOBSEN I HOMES
NOTICI: �14 �'
THESE SPEOMTI M5 AND DRAININ �':
A� ,```a
lRT"a C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAMNG TITLE:
ALT. SPACING TABLES
ORIGINAL., PROPRIETARY. AND CONtIDENTIAI.
MATERIALS OF.JACOBSEN MAIWACTLATING
P.O. BOX 368
SAFETY HARBOR, FL'ORIDA 34695
WI: SUCH MAWJULS ARE PRDVM TO TIE
KM NT FOR SpEcFX PJA0 NO "I lE
DRAMNG NUMBER:
AD-TD-0032
PHONE (813) 11 6-1138
IVT COI MTK AND SEOXT FRCM OrrM
iw
E
,��w�Sslvo�x°stf , ADDENDUM
ALTERNATE . TIE —DOWN SYSTEM
Lai
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
ANGE ANGLE
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD
91 NOTE 5 FOR
MA) m NIGHT
1745 ON AD-M-OOS2 DDM APPLY
10 1 m STIWDARD Lull -ICE Ims
OF THE UNIT -SEE NOTE 1. AD-TD-Mn]
TIP. FLOOR SIM-7 TYP.
ANW ANGE ANCHOR
FIGURE 6.1
SEE FIGURE 32 FOR il&COEDIENDED .TIE -DOWN EJEIHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOT& CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE Ij AUGER ANCHOR TRH A DESIGN TOAD (TOREIEG TOAD) RA19G OF
4,000 POUNDS AND AN ULTBIATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. IN EQIhVD ANl ANCHOR MELTING THE ABOVE SPECIFICATIONS WE BY
ANOTHER MANUFACTURER MAY BE USED IN 11EU OF THE STYLE CREST PRODUCTS ANCHOR
CITES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DOYM SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-1D-0010).
(ALSO SEE AD-TD-0020 AND AD-1D-0021)
5. ZONE 2/EVOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/E1Q'DSURE b': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24' MAMM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXOUM HEIGHT
THE ALTERNATE nE-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WJND ZONES AND N BOTH EXPDSURE 'C' AND EXPOSURE '0', NDWEVER. BY
INSTALLING THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE VAX.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
�````` C- DOC ''''lei
;Z� No.RFo�2
ENE8703571
STA
PROVED BY
NIINGS..SLR{A��QL
�tn.l.��:o. MC wrn snalo4
JACOBSEN HOMES >NESE SN'Eanunars u+o DeAwNs''N °"���'��� C.Q.Y. 5-30-95 DATE- LR
■ MaNAL. PROPRIETART, AND CUUMUL ORAMNc n11E
P.O. BOX 368 MATLRIALS OF JACOWN YANUFACTLFjNG FIG. 6.0 & 6.1
„ SAFETY HARBOR FLORIDA 34695 , rdCPWr rCR SPECK lUdU � NO M s� �
PHONE (813) 726-1138 KPT CW=TK NO gOV �, DMM ORIIYNRG NUMBER AD—TD-0033
45'
46
hom 06,11-1
Rvq� ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
ANGLE MOLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOILIMED TIE -DOWN MMOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
HAXoiNM HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TO TIE -DOWN CONNTGURATION A ME CREST PRODUCES MODEL 57SH (TYPE 21 AUGER ANCHOR TIM A DEMN IDAD (TOWN LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE IDAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUiVR.ANT ANCHOR MT:7,ITNG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IZU OF THE STU CREST PRODUCTS ANCHOR.
NOTES:
I. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMENTS
2. SEE 07HER DETAILS FOR BLOCIONG (PIER) OUAN7ITY AND OTHER REOUIREMENIS.
3. FOR FIGURE 7.0 SEE ALTERNATE WE -DOWN SPACING TABLES (AD-ID-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE TY: 28' MAXIMUM HEIGHT
ZONE 3/EVOS1RE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V.- 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE IN
ALL WAND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
INSTALLING THE FRAME PE-DOMN STRAPS AT THE 'OUTBOARD' I-BE:AMI THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALING FRAME TIE -DOWNS
�i
50 .•��►S T ..9**
' Q No. o
5TAW
F7�,Q,F
DAPIA APPROVAL.' .
APPROVED BY 10
00or
ON A ��5
ING
cw ...�w wu t,vmoroMn�
JACOSS'EN HOMES
P.O.
„
I4°MANMCR =�'' E
THESE SPECfRCAT10N5 AND DRATtrN6S ARE
ORONAL. PRWKTNtY. AND CONROOITML
MATERIALS OF JACOBSEN UJUNACTURMG
MI: IM MATERAS ,� PRNO TO THE
" t C.L.Y.
DATE. 5-30-95
REV LETI
n
DRAWING TITLE.
FIG. 7.0
HARBOR,SAFETY 695
FLORIDA26
� I'm gm araosa O
/H`
DRAWING NUMBER
PHONE (8T338
�
AD-TD-004T
47
SEE DETAIL V
SEE DETAIL
0
DETAIL
NOTES:
1. SHOWN ABOVE IS ONLY ONE
AT BEAM -OTHER METHODS
THE REQUIRED DESIGN LOAD
2. PROTECTION SHALL BE PRO)
WHERE THE ANCHORING SYS
OF EXTERNAL STRAPS OR C
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
i
i I DETAIL 'A'
BUCKLE WITH 31501
TY MINIMUM (DESIGN ' LOAD)
:THOD OF STRAP ATTACHMENT
T ARE CERTIFIED TO MEET
3150# MAY BE USED.
D AT SHARP CORNERS
REQUIRES THE USE
ES (SEE RADIUS CLIP).
JACOBSENI HOMES
P.O. BOX, 368
SAFETY HARBOR, 'FLORIDA 34695
PHONE (813)1726-1138
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
��i��RflIP� LONGITUDINAL TIE CONNECTIONS ALSO.
Q No. o
910334 J "
F-o STATE OF
IE D AND D OTHER!
NOTICE
TKSE SPEOFICATIOHS AND DRAWNGS ARE
ORIGINAL. PROPRIETARY. AND CONFDENTIAL
MITMALS OF JACOBSEN UANUFACTURING
WE. SUO1 UATMALS ARE PROVIDED TO THE
RECPEHT FOR SPECFTC PlFLP O AND MT BE
PVT CC+ WRAL AND SEMT FROU ORERS
DRAWN BY:
M.T.
NUMBER:
DAPIA APPROVAL:
APPROVED EY
00or P, 6V
ON Iq itmc
MXM 1a ADS
NOV 2 4 1998
DATE 11-18-98 REV. LETTER:
MISC. TIE -DOWN B
AD-TD-0050
48
ADDENDUM
�g�s
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D �0
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WAND ZONE II
WIND ZONE III
FLOOR
WL O1Y.
A
ADD CITY.
TANGLE
VADTH
EA END OF
ANGLE
ANGLE
OF
EA. O
ANGLE
sV
u SECTION
uDl e
SEC
u sEcnDrl
Iml. e
9-8'
3
40
3
25
1�10
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND ZONE II
WAND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DSL "
LOO
AN= ANGLE
SPACING
D WAkNOIOR
LOAD
u1c]E
30'-8'
6'
6'-9'
31501
41-46
5'-5'
31501
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE II
WIND ZONE III
FLOOR
HQL OTT
ANQ10R
YNL OTY.
ANCHOR
YAD1H
u END CIF
ANGLE
u DO OF
ANGLE
E
O
•
E� sEctwN
►mL o
EA sEcnDN
uw. e
30'-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAaNc
DBL HEAD
LOAD
A"DiOR ANct£
SPACING
Oei AD
AN010It ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'-0'
31501
49-52
VANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALCi G'V�i - Oj4.G!' !�•
,\\L11,IIIIIRRI,,,
NOTES:
EN0. 1 '., D" APPROVN.a.., 0 S W
�V • �F ', M/iR
J (y •`
ST • ��
1. SEE FULL ADDENDUM FOR ADDrnONAL REQUIREMENTS.
•• GE .9
Q� No. Fo''• APPROVED BY
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS 910334 =
TABULATED ABOVE
oee
-N
-��.• STATE OF :'�
INC.
. �� •• 0 �� ROTRAL IunIRAc1YAED10E
•�,
\\ � C0611UC1A71UOWL7Ti1A1G1110{
JACOBSEN HOMES n¢sE SPECIT,C1INi10°NS'AO D,sarn�s ARE ILY " WN BY. M.T. 2-8-99 DATE '
NN
BOX 36B
ORIGINAL• PROPRIETARY. AID OQFDENIIALDRATIWC 11TLE:P.O.
MAIERIALS OF JACOBSEN Mmm'%cI vic NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
W_ 9" MATERIAL' ARC PROVIDED 10 THE
REOPLENT roR sKcric PIRPDgs AM MUST NE DRA%= NUMBER:
ISPI CORMOMAL AND WOO Moe OXM AD—TO-0070
IS 49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
YAK PER AD-TD-00 TABLE I PER AD-TO--0010 TABLE PER AD-ID-OOIO TABLE - PER AD-TD-00f0 TABLE PER AD-16-00 TABLE MAX
FIGURE 10.0
SEE FIGURE 2U FOR ALTERNATE TTFrDOTIN WHOD
TYPICAL CROSS SECTION
SHOVING TIEDOWNS n+7III T P. � �
/ � aus9s /
s SEE NOTE 5 FOR
MA30 HDC11T
N
ANCHCR ANGLE ANCHOR ANGLE
SET ANCH(R 'FA,111111� FIGURE 10.1
Of FIO1E (IYP
SEE FIGURE 50 FOR ALTERNATE 'ffirDOTTN VETEIOD
Off. CALLS. 11111111111/ C -v " ' - f lr e4''— % / i
WINDWNE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
S
O S'
EHF ?Re E ' •' �! '�'
�.V .• G� �'
DANA APPROVAL-.
1. SEE AD-TD-0070 FOR SPAM TAMES
_= : 'e`` No. � '••,
APPROVED BY
2 SEE AD-7D-007O FOR aANITY OF LOhGlTWAL TIE -OM STRAPS REOURED.
910334
r
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER
REpUREMENTS.
* : p®�
* cc
ON
4. SEE FUiI ADDENDUM FOR ADDETIONAL REOURD ENTS.
5. ZONE 2/EIPOWRE V. 56' MAXIMUM HEIGHT
=.-o �. STATE OF
*. �Q''• Q'•' �
14
INC.
ZONE 2/E)POSURE b•: 4(' mmmuM HEIGHT
HEIGHT
/ r�
'i �� ' • ��) P` . �•
�'�i '' `�-'�
•�-
ZONE 3/0905URE V. 56' MA)DYUM
10"
t pHv s nsrvo►nus
ZONE 3/E)POSURE 40' MAMMUMIHEIGHT
�i��s/•
JACOBSEN! HOMES
NOTICE
UM SPEancAmm AND DRA mm ARE
DRA
M.T.
DATE •
3-1-99
REV. LETTER:
P.O. BOX 368
MUM. PRWFdETARY• AND OMnOENTM
MATERIALS OF JACOU" UMWACTURpG
DRAWING TITLE
FIGURES
10.0 AND 10.1
„
SAFE PHOAR(OR.)FLOIDA38 695
NC. SUCH MATRHALS ARE PROW= 10 TFE
W 5M MM
oRAwNc NuueER:
CWDOM WPOgRPosE�
AD—TD-0071
i
ADDENDUM.
NORMAL TIE -DOWN SPACING TABLES
ZONE 1I & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE H WIND ZONE HI
FLOOR UK QTY. ANCHOR WL 0Tti CDR
WIDTH EA. END OF K . Ell END Cr ANGLE vv Eel SECTION u�. e Eel sECTwN ua e
15'-4' . 3 45 3 35
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE It
WIND ZONE IH
SPACING
DBWA
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANGLE
154
6' EACH SIDE
6'-10'
3mi
40-46
5-6'
31501
1 42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE
III
ua. DOTY.O
EA. END OF
Ell sEcnoN
ANCHOR
K
u11t O
11DL CITY,
EA DIDSEC O
Ell sEcnoN
ANGLER
NGLE
uw. e
K
15-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WIND WE H WIND ZONE III
FLOOR EAVE Est HEJtD Del HEAD
OVERHANG SPAGNC LOAD ANGLER ANGLE SPACING LOAD ANCHOR ANGLE
15-4' 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 31501 44-50
VVINDZONE 01
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS. �, w
pTTTTTnT /
NOTES: EN0`t �l'P�OV .rl�/,,��i,�DAPIA APPROVAL•l
1. SEE FULL ADDENDUM FOR ADDMONQ REOUIREMENTS. ��VP .G,\STER • � OVED BY
No. Fa APPR
2. SEE AD-TD-0073 FOR MA IAUM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED A90V1: 910334ON
3.. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. • �` INC.
�•.• STATE Of ; ��c,`
4, ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1r2• 0 •. ?, �P-, VA PAau�aNOW
I -BEAN SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6 MAMUUM SIDE �'� �' • • 0 N �` oaanunwwowmjy'°1Ra
OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT).
�' Sc+. • _'�� _
JACOBSEN HOMES """�� ""n"'�
THESE SPEOTICATIONs AND DRAN'NCS ARE M.T. 2-8-99
ORIGINAL PROPRIETARY, AND "NrIDENDAL DRAWING nTLE:
AHUF
MATERIALS OF ,NCORSLH YACTLRIING
P.O. Box 36B PC SUCH UAMaALS ARE PROVIDED TO THE NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695 BEMENT TOT SPECIFIC PUFMS uo wST SE DRAWING NUMBER
PHONE (727) 726-1138 ►CPT C01FIOEN➢AL AND SEMEI TROY OTNTns I AG-TG-0072
511
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-ID-OIZ TABLE
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
PER AD-ID-0011 TABLE
PER AD-M-0011 TABLE PER AD-TD-0012 TABLE - PER AD-TD-0011 TABLE MAX
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TIE-DOYN M=D
s SEE NOTE 5 FOR
MAIM N HEKHT
N
6'I S �n~FIGURE 10.3
GLE VIANOZONE III
( 110 MPH
� HotE � SEE FIGURE 7.0 FOR ALTERNATE TE-DOWN RIMIOD 20 PSF ROOF
10 PSF D.L
REF. CALCSr�92• lb
.ntt►tntttU��.._
NOTES: EN 0.► i�P!O M- . {�/�lvi�4 DAPIA APPROYA
�'e''• G\STEq ••. �! ' APPROVED BY
1. SEE AD-TD-0072 FOR SPACRJC TABLES MID NOTES Q�, NO. �� ••
2. SEE AD-TD-0072 FDR OUANITY OF L.ONQTUDLAL TE-DOWN STRAPS REQUIRED. 910334
3 SEE OTHER DETARS FOR BLOQCNG (PER) LTIlAN11TY AND OTHER REQUIREMENTS -N 14
4. SEE FUL ADDEMXN FOR ADDITIONAL REQUIREMENTS. ^ F
5. ZONE 2/0POSIN V- 56' MAIOMIM HEIGHT
-� • STATE OF :•A II VC.
ZONE 2/0ROSLRLE V: 56' MAXI" HEIGHT 'gyp•• •• OIA �� � : / Ra arvuwzru®No1E
ZONE 3/DPORK 'G'. 56' MA>aMUM HEIGHT •,��'�4C ' . �(Qj tOi1�IC41A1f tM6rtfirOMq
ZONE 3/DPDSLIRE V.- 56' MMU M H i GHT ' s'•. '/ � x 4 Not
NOTIC&
r: M.T. DATE: 3-1-99 REV. LETTER:
JACOBSEN HOMES TWg SPEOFICATIMS AW WAWWM AM
ORIMAt• PROPWMY, AND OQFDENllk ORAKHNG TITLE:
EIEMEJ .O. BOX 368 MAWAALS OF .WCOSSEN MANUFAC11MI NG FIGURES 10.2 AND .10.3
LNG WW MATMAlS ARE PROVIM TO THE
SAFETY HAPRBOR, FLORIDA 34695 REaMT FOR SIC PURP M AID 9M SE DRAWING NUMBER: -
PHONE (727) 726-1138 *PT CMFMM < MO MUO FRW CKIM AD—TD-0073.
ADDENDUM �s
S�'
OFFSET UNIT TIE —DOWN SPACING TABLES
11 j•
ZONE II & III/EXP. C & D 11
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE 0
WIND ZONE M
FLOOR
► L GTr.
AHOIGR
WK OR
ANm
W1DTH
Ell N OF
ME
EA END OF
MQE
��
O
EA SECTION
MIL B
EA SWIM
WL 9
12'-0'
3
47
3
61'
13'-4'
2
54'
3
41'
15'-4'
2
54
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE M
IMOOR
TTH
EAVE
OVERHANG
SPAM
MIL
LOADS
AIM ANGLE
SPACING
ANOidt ANGLE
12'-0'
12'
5'-0'
31501
40'
4'-0'
3150+
39'
13'-4'
12'
T-0'
31501
41'
4'-0'
30001
40'
154
12'
5-0'
31501
43'
4'4
3000E
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WINO ZONE I
WlNID ZONE MI
FLOOR
MR Ott.
ANCHOR
MIL OTY.
WHOR
WIDTH
EA END OF
ANGLE
EA END OF
ANCI E
O vv
EA sfcnDN
w. a
FA sEcoox
Nrl e
12'-0'
4
45'
4
60'
13'4
3
45'
3
60'
IT 4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WINO ZONE I
WIND ZONE M
FLOOR
NTH
01 RHANG
SPA
ANm Allu
SPA=
�
momR MME
12'4
12'
4'-0'
31501
40'
S-0'
30001
38•
IS-4'
12'
4'-0'
30651
41' j
3'-0'
30001
39'
154
12' 1
4'4
30651
43' 13'-0'
30001
41'
NOTES: iC61F - e4 tZ5, C- s(/ - 1-6 o,- 16 ,1 Z-
MOM APP • 0 too,,, Rff. mm C 9 U-
•��+ l %r p
1. OFFSET SECTION MIN THE MARRIAGE LIE WALL EXTFIIDIIG BE00 IHE ENDWML OF
�.�`� ... •. • •.O�Q
1 FI
THE ADJACENT SECTION MIST BE TIED DOIMI AT THE MARRIAGE LWE IN ACCORDANCE
� � • � 1�Y C� f ��y �
6 L+ BY
WITH THE TABLES AWL THE SIDEWALL SIDE AND 1HE ADJACENT SEC110N(S) ARE TO
�•t
BE TIED DOWN IN AOCORDMICE MIN THE NORMAL SPACING TABLES (SEE AD-TD-0010
' JUN R X
FOR 12'-0' A 13'-4' WDES, AND AD-711-0070 FOR 15-4' 010%
2 SEE AD-M-0001 FOR ADWMAL REQUIREMENTS
w # A a AT
I SEE AD-M-00B1 FOR MAWN PER HEIGHT REOURED FOR THE LOADS TABULATED
�Q ��� I N C•
' :'•.� ORID P
AAM.,
.•
• �� Lb1AILi1HICT1WHWE
JACOBSEN HOMES
TIM s > �► +'� +
'•''Id.
: t..���T. 6-8-04
REV. `um
>� P.O.BOX 368
UNK4., PIMPr+E M. AND
w� O
W. W NAMWIS AM m
A
MAW 111LE:
OFFSET SPACING TABLES
DRAVANG MLIM AD-�-
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
ffMW FOR 9 0= 131000
WT OM:IDFNM NO �1
,53 '
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVADON (W/ OFFSET SECTION)
SHOVING DE -DOWN SPACINGS
FIGURE 11.0
SO MM 4.0 MR ILi& IN SM-DODN UMD
TYP. CROSS SMON(S)
SHOWING MOONS
SE NDTE 5 RR
m"
11"
ARM m
FIGURE 11.1
sett Fm U FOR am= tt -ma 'Eff
(TMW pt ADw-M MM Mr
m MR STAmm UV-w smm
OF X WT -SEE FFOE L AO-TD-M]
TIP. FLODR SYM--7
r F— NKH(St AMtiE
14,a
Sete
TIP.
�i nuc� ►9,01 ^
FIGURE 11.2 17,09
G FOR ILTEM Mr -DOWN 1D WD
NOTES:
1. SEE AD-M-M FOR SPACING TAMB (OFFSET SECrW ONLIJ �ti.1 1}ry �Fi O 6{�`;'dam
2 SEE AD-TD-OODO FOR DUANTI. OF LORt TMAI. X- o MAPS REWRED. � � '•� C�r'••�
(OFFSET SECTION ONLY) G 10.00454
'1 SEE OTHER DUALS MR BLOCMG (PLR) OUANTITY AHD OTHER REOUF3E>EENTB.
4. SEE AD-TD-OOOI FOR ADDITMAL REQlNtE11 NTS.
5. ZONE• 210FOR RE 'C': 4e MAxFIRFH HEIGHT •
9 ; OF
ZONE 2/EID'OSl1RE b': 40' AIAXItJUY FE]GHT-36' FOR 12'-0' WIDE UMTS �i �(,, P , J
ZONE 3/E1�o611RE V. 4e MAMUM HEIGHT � e. . {i1t7
ZONE 3/ExPO6URE b': 40' MAWN HEIGHT ' oR�iS���ry
PPROVED BY
JUN 11 2m4
INC.
UREO HOME
SAFETY STN"DS
JACOBSEN HOMES
P.O. WA
SAFETY HAR8OR, FLORIDA 34695
PHONE (727) 726-1138
! !7
xo7rlCk p` #
1tESE SPEt�ICATA7NS AM onAw►xs AID
PMPIWTMY AM CMFU TUE
MAIMS MAIMS OF MAFWA�CII M
NC star MAIMSARE FMIO m m nE
RD UT FOR SF'Eft1O PIApM AND MIST BE
WT ttD?iiDF}IML AID SFS U RKM OUM
m""" ..
� �+1.T.
DATE:
6-8-04
REV. LETTER
oRAW{NG nil£
FIG. 11.0, 11.1 & 11.2
DRAY NG N(NgER: �—�—()081
54
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVANG TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
SEE G'CG5', �G.
G- sd- I6 •Gi - 16. �Z.
J
- SECTION
A- s r�l
NOTES: ENOINEW ,SST Eq ' , ! '•,
I. SEE AD-TD—OOW FOR SPACING TABLES (OFFSET SECTION GNLY� 910334
2. SEE AD-TD-0080 FOR OUANITY OF LON4TLIDIAL TIE-DDYN STRAPS REQUIRED.
(OFFSET SECTION ONLY) ,k ves
3 SCE OTHER oETARs fOR BLOCKING (PIER) QUANTITY AND OTHER RiOUIRENCNTS -0 STAT` or- • Ac
4. SEE AD-10-0001 FOR ADDITIONAL RECUIRENENTS,
VANUFACTUAM H'I!AS
GTION ANO SAFE Y ST:,':Llj l Rj,,S
JACOBSEN HOMES rCsE spro egio s Aw DRA,.►M,°DRAM BY: R.R. DAB � 5-9-01
0R=AL iAMXTARY. AND OOFIOCMAAL DRAWING TITLE:
P.O. BOX 368 n UOU OF ACDBSEW °ANWAVURING FIG. 12.0
SAFETY HARBOR, FLORIDA 34695 W 9" YAIEPULS ARE PMVKD TD TMC
AEUA0a1 rat gum nmpo Es AND mm 9E DRAWING NUMBER:
PHONE (727) 726-1138 PlP1 CON MPAL W %OKI FROM OrtM AD-TD-0082
55
I
ADDENDUM�vR�S
0 1p 1
108„ HIGH SIDEWALL TIE -DOWN SPA"ING TABLES 10 0
ZONE II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
NX
WIND ZONE N
WND ZONE I
WL QTY.
. EM OF
AN01OR
M E
wi or1:
EA. N OFm
ANCBOR
E
FLOOR
��
WIDTH
CIL 900i
IB1. A
EA. S.LU
WL 9
Y6'-8'
3
42'
3
53'
52'
4
45'
VERTICAL, TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
WN
NAX.
WIND ZONE I
WIND ZONE I
DBL WAANCHM
AWE
SPAM
ML N
LOAD
ANo10R AN(YE
FLOOR
EA%f
WIDTH
OVERHANG
�Aaic
Lm
26'-8'
r
6'-8'
31501
40 -50'
5-4'
31500.
40' 50'
6'
6'-8'
31501
40 =50'
S'-4'
31501
40 -50'
LONGITUbINAL TIE -DOWN SPACING TABLE
MN.
WIND ZONE M
WND ZONE MI
rEMQITYiF
ANa1oa
ANf1E
A oTr.
EA E!D ff
mm
ANQE
Alm
S
FLOOR
�r j
WDTH
ECIIIM
MR 0
EA. SECM
Irtl B
tTQ i
O�
26'-8'
1 4
41'
4
5T
30'-8'
;.4
51'
4
70'
i
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
i1MV
NAX.
I WIND ZONE M
WND ZONE U
w NEAR
ANm AWE
SPAM
�
ANM AIRE
FLOOR
EAVE
WIDTH
OVERHANG
Lm Lm
26'-8'
6'
5-4'
31501
40'-50'
4W
31501
40 -45'
30`4
6' 15-4'
3150E
40'-ar
4'-0'
31501
40 -45'
MIINDZONE nI
(110 MPH)
20 PSF ROOF
10 PSF D.L
FO. CALM c !/ - 10 l — ter 2 3
'G
EN :
DAPIA APPROVAL•
NOTES:
,.
=. �� T1FIL`;q
APPROVED BY
� � ��
r No.0045484 u
i SEE AD- )a1D-OM4 FOR MAN PIER 113MIS REQURED FOR THE LOADS
TAB"10 ABD%E
-rN INIC.
all
-
(•.....A.
FEDERAL. MANUFACTURED HDh1E
D5
'tREDE�`V�i�'
CONSTRUCIIONANDsAfffYSfA?lJ
R.
IOt
JUL
JACO BSEN ! HOMES
Ii<OT[C
mm rAws Am auras AK
DRAl1 Br
M.r.
DALE
07-20-04
Rlti LETTER
DRAINc DTIE:
108' HIGH SIDEWALL SPAaNG TABLES
WMAf. FROPfWFA" NO mERflilRM
UATOMS OF JACOM YAMfACROM
P.O. BOX !368
SAFETY HARBOR. FLORIDA, W95
PHONE (727) 726-1138
I
W_ 9XH RRAIE WO ARE P11 AXD 10 IK
AEPEx1 FBI Ymm PIRG NO WA RE{
WT caf>oe w me s m Rill OHM
DRAMNG NAIIII M
AD-TD-0083.
56
TYPICAL SIDE ELEVATION
SNOWING TIE —DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SECnON I I III
SHOWING TIEDOVOIS TIP. RM STS'01-7
� � HIOHE s PTJR
L NAM MW
VIL Al1m ANIBF ANOIBI VIBE
suANHm HEAJt wwzaw ■
r—mmI,f FIGURE 10.1 (110 MPH)
10 PSF D.L
REF CAI CS
oTES:
1. SEE AD-AY-M FOR SFIXING TOM :; 0 CIF • , •
APPROVED BY
2. SEE AD-TO•-00lGT Fm ITUAHITY OF LONfium TE-0OIIH snws REQUIRED. = :�
J. SEE OTHER OETANLS FM ILOOM (PER) QUAHTITT NO OTHER 111ECILIF&E11TS
4. SEE Ml AOOQM FOR MOITION& REQUIREUDiTS
S ZONE 2/01PORJRE 'C': 36' MAXMW HEIGHT ;
ZONE 2/01POS K 'W: Zr U MUM HEIGHT '" S� '. Q INC.
ZONE 3/bQ�tHBH V. 36' MAx1 N HEIGHT �i t� k(Op' : = �4
ZONE 3 �i �'/� •• .:••!' �l �� fEDERAINIANUFACTUREOHOP.IE
/beP05URE V. 3r MAXIMUM HEIGHT , d�.,.'
6. ALL SPEaT1Gan ARE BASED ON 20' ROOF AMQE MAX. �i h �- . - '��� CONSTRIICTICWMiDS11fETYSiA.�YIi+RU$
.. _ . _..� 1111 t 17 7[>C14
NOT=: : tutu rill. lfT1E1G
JACOBSEN HOMES um SPETi1C =m No IlRl1IlRS AGE M.T. 07-20-04
atlaul. TA". AID aoliUMIL GRAMS TH11E;�;
P.O. sox 3se M" s a' At MM FIGURES 10.0 AND 10.1
BIG SM MITI LU IN PR&AED A IE
SAFETII HARBOR. FLOIWA 34693 now rat sw a loam AIO Mat E DRAIMNG
HN PHONE (727) 726-1138 011 MCNOM = lEM FAN elm AD_TD—OM
I '
I
ADDENDUM
08" HIGH SIDEWALL TIE -DOWN SPACING TABLES
I ZONE II & IR/EXP.. C & D
1�
LONGITUDINAL, TIE -DOWN SPACING TABLE
t (1� AAA. WINO ZK l INND ZONE 19
�1 FLOOR WL QTY
moo ux OIL AM010R
EX EW Cr
N�DiH
hat EA Be w mQE
EA. SECn
0 114' 2
WL 0 Ell IC1101 OL 0
Ur 3 43'
I .
.I
62' 3 45'
_ .....
VERTICAL' TIE -DOWN FRAME - TIE -DOWN SPACING
-TABLE
NN.
MAX
! - Wild ZONE 1
WIND ZONE 61
FLOOR
YAM
EAVE
OVERHANG .
I SPAM
l0�
moo MESP"c
DBi�
AWO ANQE
23'-4'
6'
6'-8'
31501
49'
S'-4'
3150
45'
24'-0'
6'
6'=8' .
3150
49'
S'=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND
ZONE
1
1NND ZONE ul
FLOOR
MIL rm.
Awn
UK Olt
moo
WK)TU
Ell EEO Or
MOLE
Ell EIS OF
AAIQE
r
O
EA SECOOU
MIL I
EA 5100
NX 0
23'-4-
3
48'
4
43'
I
I
24'-0*
3
50'
4
-45'
VERTICAL
TIE -DOWN / FRAME TIE -DOWN SPACING
TABLE
WIL
UX
WIND ZONE 1
WIND ZONE II
WOTH
OVERHANG
SPA=
Loa
Atom mE
SPAM;
Lm
A VIOR ABC(E
23'-4'
6.
1
5-4'
31501-
47'
4'4
31EI
43'
6.
11
5-4'
31501
47'
4'-0'
31501
4Y
l Or MAX SIDEWALL HOCHT
BINOZONE 11/ 11
(110 MPH)
20 PSF ROOF
10 PSF OL
i
NOTES: I
`=0 +
D" APMA'
1. SEE R8L XIMMUM FOR AWIVOKALmumeENTS
a
�� iF:cR ✓ ��
APPROVED BY
J
ON
2. SEE AD-1D-M FOR MANN PIER REDO REOU U FOR NE LO ti
I��. •i.�t �, "
Dec. 13,2006
TASULAIED ABOv<:
s
INC
W ATS
FEDM�
•
'� • i 0 T?i� r' �` ��'
CONIMMON AND SKE17 STANDMOS
IF:
lk
JACOBSEN HOMES
NO2iCE "Jazioll
I" SPIXIMANIG AMCRAIINCSAM
elf
R.R.
DALE
11-28-06
REV. LETIER:-
Box 3aa
WTAIALS w MANl1IAcLow
DRAIWC DECr.a
108' HIGH SIDEWALL SPACING TARTS
SAFETY HARBOR, I FLORIDA 34695
„_ ,,,a,,,,umns ma ppaim 10 wa
KUMW OW lPE179C 1Jr= AND N6T K
DRAW4 NUMBER
PONE (727) 726-1138
wt cmnmmm we 5mm Am f*m
AD-TD-000
I
58
ADDENDUM
TIE=DOWN SYSTEM
TYPICAL ME ELEMON .
SHOWING TIE —DOWN SPAM .
FIGURE 10.0'
TYPICAL CROSS SECTION
SHOVIING TIEDONS TV IM TV.
Ax01n AxQF Oi AIPROIED STABIIITk
man WIN Ao WR {E>f"
FIGURE 10.1
110SEE TO -Does FOi SPAM TABLES
2. SEE AD-TD-M FOx OJOW OF tCNdT11 & X-OM SMAPS RE(UMFD.
3. SEE oD1ER owns FOR sLowc (PER) ODAMnTY AND orm REORBREDENTS.
4. SEE FULL ABODU M FOR ADW O & REORAREVI)I M
S ZK 2/DPOS * V- 44• MAXM H3GHTZX
ZONE 3/�E7�OSiR1E C: 44. 4UxDMN NMK ~
ZONE J/E><POAIRE b: 3S• MAX" H=ff
6. AL 5 FICAT06 ARE BASED ON 2V ROOF ANQE MAX MA 106- MAX90EWALL HOWL
��' ,•••••••••
: V �:• :�
� N]. #%n
j
{
•CE F'.
!'�� •. AA' : +1
"G�j4 •�•••••••.'�•• `'
.d . 1F`' ti
JACOBSEN HOMES
DONE]\P.O. Box She
SAFETY HARBOR, FLORVA 34693
PHONE (727) 726-1135
No= 'pAit
Us N-W=wa Mt wmmm m
o1 M& rR "MU L An 0as1O: "
"MR" of AACOlt501 wwxlRtt11D
nC 4UM MAWtNS ARE MOM TO t[
KmW IM VWM rjM6 NO Mai K
oaf CW* MMtAL no IWO mm Osa6
Ii . x
mug Da
DRALNC NW
s SM WK 3 F01
y KAMM mmT
MOM 1/2
(110 MPH)
1 20 PSF ROOF
10 PSF D.4
DAM APPROVAL•
APPROVED BY
•: nec 13,2006
PINC.
•
FeoeRaKWWACTMREDilore
CONSTNUUM1M AND $AFEW tiAMOMMIS
,•`
r
R.R.
a1X. 11-28-06 1" Im
FIGURES 10.0 AND 10.1
L
AD—M-0086
59
ADDENDUM G� s"
(108 PIDEWALLP)
NO RIVAL TIO-DOWN SPAfta TABLEW
ZONE 11 & III/EXP. C & D
I
LONGITUDINAL TIE -DOWN SPACING TABLE
(��
V
�jl}�•
FLOOROk
FLOOR
�I�p ZOI N
Oo IONS IA
OT1C
� g�cndt
s
a
Olt
EA. SUE
Wi 9
12`-0`
2
53'
3
40'
O�
13 -4`
3
3T
3
46'
i
I
15-4`
3
45'
4
40'
VORTI' AL TIE- DOWN / FRAME TIE -DOWN PPACING TABLE
FLOOR
�lDTH
VAXI
SAYE
OVERHANG
D ZONE tl
Z0t1E AI
iVAX
Vkx w
AIgE•
SPA*
m
KM
AMAI( *
12'-0'
6' EACH S10E
I 5-4'
72`
35' TO 40'
T-4'
38'
45'
i3'-4'
6' EACH 50E
5'-4'
80`
35' TO 4T
54
42'
45
a EACH SIDE
5'-4'
80`
40'
5-4'
48'
45'
LOWITUDINAL
TIE -DOWN SPACING TABLE
,13
1�N
FLOOR
#DTM
ZONE II
ft ZONE 10
Vk Ott,
Ek � oN
mms
Ir 0
ITT.�
Ek SOF
CA
4k e
3
44'
4
40'
i
13'-4'
3
52'
4
45,
i
4
44'
4
56'
VORTICAL TIE -DOWN f FRAME TIE -DOWN $PACING TABLE
FLOOR
On
154
SAVE
OVERHANG
EACH SIDE 11
I e EACH SIDE I
1 6'' EACH SIDE 11
D Z*JE
ZONE 11
SPA*
4'-0`
1 4'-of1,
4'-0'
4ix plTER
72`
72`
80'
Aka+ kw,
37'
40'
1 40'
VA*
4'-O,
4'-d
4'4'
4AX, m
34'
3r
42'
moo Ou+
40' TO 45'
40' TO 45'
49 10 45'
NOTE: WHEN ANCHOR ANGLE JFROV VERTICAL CANNOT BE RF D
ACHIEVED, ADD APPROVED STABILIZER PLATE. e9 IV
SEE NOTE 15 FOR H6 4ES SET IN FLORIDA �►��' `s�
EN , a' Np ' • • ` ^ r, DAaIA ►PPeovw
e, C ; `:; 1M.' . C:F ✓� APPROVED BY
1. SEE Im ADOEWN FOR AW110NAl REOU"A EfITS
2 TABLE BASED OII A1jCHOR LOAD OF 3,iSOJ AND DIAGONAL BE TO ei' ^" ', ' Mar 25,2008
0PP09TE BEA4,L �� •� INC.
VA1C EAVE OVERHANG RUM TO OyIErMANG AT SIDE*ALL NOT FRO47 DR REAR � � �" FEDERAL WINUFACFNRED HOME
4. ABOyE iA�EES APPLY TO 144 160' AND 181 FLU 7H5 7H 9S 1 Y iZ ' o CONSMCUON AND SAFETY STANDARDS
I BE SPACRlG• IOr IJAZU SOE*'ALL Howl 6' MApMDIi WE : ;3 ' ,� �.F
OVERHANG (6' OyVmOG W EACH 96E OF 0011
5. STAMU R PLATES ARE REGUM ON 9DE*ALL ANOx es AND LON UIDINk I� u� �c�' '• a�j: 4i�
MOM SET N FLDRIDA. SEE DI/Y, mi IK EFFEGR1f vmm a Im �i� �FiE:D
OR s DATE: KY. LETTER
JACOBEEN HOMED T%SKCrrA�ftN � D� T 12-11--01
i�taEPODtTA ptLEor XA�1G NORV. SPACING TABLES
P.O Box 360 oro[o m THE
MATUMMI
SAFETY HARBOR. FLORIDA 34695 TaDg TOI 9t0iC nraatE? �1Q 4 8E OR G WUW
PHONE (727) 726-t138 Fspr[dOIfEMTGIAIpstjEr Gum AD—TO-0087
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
EFr. SA LET1a1M . , , f.
ALL STU
iTL=
No PER SHEA"ALLS I I TU'0 PIM TgWWA LSE�1 NOTE 1 sit NOTE 1 3Ei NOiC T SEE NOTE 1
3EE MOTES 2 MO I Q A
SrtE 11Q1E3 2 AND 1 A
Pin icgb MM REtfo PO MLXb PIER 1Vo
THE LOCATKO Ms LDW OH 1HS LWAT" THS LOCAIM
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ADOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, MS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES, •AND ALL ?if VALUES.
o=e
1. 1 -CM14 KOXAD N WM MJM X-MM 11 W [AT K LOGTLD Ul
cnim Atom Tu a[ MTTD rot M 11L1p n LAID OFiT23� :130 Mw LOAD • r .r �� ��
(sL 9 -La-w [ra-oo RAL MaTril "K um ar ow" IN�7ot naTXUMK)
L MM A PST AT Got 00 Or TWL 2CMUL J= (POL T1Q AWX OCTA�l.1� • -e i�o. • �
IM RE"o AT CA0100 W "513 REGlQ1= af jE ovo � kLaa CWl) 910894 t
a 10 MMIN L iS Lc[AIW A 40K A MW KAW M MiT auras-kUMM no * •'� r
ALL c #03 ARE RCaX0 (ALL. s+ MAU = WffiAAWXM All Upes $TATt` OF
ROVED BY
rEB 10 2W
NC.
MANUFACTURED HOME
JACOBSEN HOMES T<°T1C�� �'�:''��.-R.R. vn�v02—o1-00 .L.. K11i/r
T itEsc rEarlr.�lva w
COOMAL rron�tiu+r, AW •.
P.O. box Sea WATE"S aF 44=%P RlAlR�K,'TW10 S/W TIE/PIER REQ.
M Ii1C81AU" Alt> FNOY� o
WETT NA. OM FLORIOA 31601 1at�nrl leR STWC Wows 44 w M Rt PRAWK HAi .Y. .
P„oHr (TV) 724-1138 PWr omng-w ll ro Mal rM crom • AD-TO-100
61
ADDENDUM
RWALL C
COLLVG MAY BE FLAT OR SLOPED
If
SIDE VIEW
1 1/4' X .035' UE-DOWN STRAP
CONTINUOUS ARLXIFAI JOISTS.
nos
END VIEW
350 PLF MAX►fUM SFEARWALL
DES.V,N VALUE (PER WALL)
1 1/4' X .035' Tf .-OVM STRAP
COVINUCJS ARCJ\D JOISTS.
NOTES: Z p 9(o
EMG1( WOVAU - :? . •/y •��
•'•'
DAPIA APPROVAL:
1. TFi0" ANDFORS TO BE RATED FOR AN UL.I ATE LOAD OF 47151 [3150 DESIGN LOAD]
(SEE Al+-TD-O:DI'(iO-GEFfERAL NOTES] FaIINOTES ON GROUlO A/M31ot hSTALLAnaL)
_�` ' '�
.
2 INS7AL A PER AT EAD1 ENO OF 1FE SIIE�A�RfNALL JCISTS (PER M ATICYE DETAILS).
3. MIEN 9-7-MWALL IS LOCATED A80VE A Soup IFfJ10ER GULL worn OROSS-YD49FP.) NO
TE-DOYV STRAPS,ORPIERS ARE REOIAiim (ALL 94EARWALL D]NFICURATIONS. ALL ZONES
' i7lz Z
AND All MM).
El0'
4. T1E-DOr4 STRAP
r� `.
11
RE000IED AT EACH EHD OF JOISTS, All OB: sl'rl CONFfOJRAT10N5.
�i �• ' •: � • . � .•.'^ N� �-L�`
�i� �� • • • �L>
S. CEIUNC SMOWN FLAT T OR SLOPED CEUNG LAY BE SA
...... , ��
'''�uA%!fIll1!!�1�11
R9EA�l wr�slC:sl. rv!
c��4:ia�vcsi •.•'way�6
6. FLU WIDTH SHEARWALbS ARE SHOW 1 0 THE DETAIL-AB04E.AJ
HOWEVER. Y LENGTH
1`'```
OR CONFIGURATION SHEARWALL MAY BE USED.
�t
JACOBSEN HOMES
TNESE 9'EOTICATIM AM ORAWNGS ARE
CRA%N BY:
R.R
DALE REV. LETTER;
2-6-96
j�
P.O. BOX 368
ORIONAL. PIIOPR[TARY. AM CWMENT1Al
JAGS 10
DRA%1NG TITLE:
DBL.S+ W
CONFIG. TIE -DOWN
I—„
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
W_ SL 4 AT ARE ROVDM THE
PEpT&1 FOR SUM FU74M A40 Val Ec
KEPT EONI70ERAL AW EMT TRP/ ORO&
DRA14a, G NUM2ER:
AD-TD-D] 10
62
CEILING WAY 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
m* MIN, CONTINUOUS AROUND JOISTS.
35D PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
IN IS A TRIPLE WIDE RAFTER,
I APPLICABLE TO STANDARD
ILE MADE TRUSSES.
JD VIEW
X .03Y TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SW
MARRIAGE WALLS %HEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL:
I. GROUND ANCHORS TO BE RATED FOR AN ULTWATE LOAD OF 47251 [3150 DESIGN LOAD)
(SEE AD-YD-D001 [W-GENERAL NOTES) FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH ETD ODE OF THE 90RWALL JOISTS (PER THE ABDETAILS).
APPROVED BY
3. %HEN 9iARWALL IS LOCATED AEIOYE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO
TIE-DOVN STRAPS OR
EXPOAIf� } PERS ARE REQUIRED (ALL SHEARWALL CONFIOI1RAnONS, ALL ZONESAND ALL
4. TIE-DOW:H STRAP. REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS
�Ohn C. Doeden, P.E.
n C. e e
1
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
22
6. FULL WIDTH SHEARWA LS ARE SHOWN N THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR COtdlGURATION SHEARWALL MAY BE USED.
Goshen, IN 46526
0 T �OnosNn tw2u�e
7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
JACOBSEN HOMES
P.O.eox 36e
NOTICE
>HESE sPEanuTlDNs AND DRAWWGi AMR.R.
ORIGINAL, PROPRIETARY. AND COf umnAE
MATERIALS OF JA�N MANIXACTumHG
DRAWN BY:
DATE
4-09-96
REV. LETTER
/
DRAWING
�L $/W WNFIG. TIE —DOWN
„
SAFETY HARBOR. FLORIDA 34695
ANC 9" MATERIALS ARE PRONOm TO THE
REQMT fa SK(% PIAI`QSES AND WET K
DRAWING NUMBER:
PHONE (813) 726-1138
IEPT OaWMIK AND Man Neal onm
AO—TO—OI l l
,163 ..
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)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
�— CRIMP SEAL
(31501 WORKING LOAD)
LDS
l3
S
!C
t
J
VERTICAL TIE -DOWN
TYPE 1, FINISH B, w
GRADE 1 STEEL STRAPPING
1 1/4' WIDE l; 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.
RADIUS CLIP
RADIUS CUP MUST BE INSTALLED ON
III —I I i— ALL TIE -DOWN ANCHOR BRACKETS
(INSTALLER TO FABRICATEADIUS CUP
_I I I_I I BY PLACING A STRAIGHT "LENGTH OF
CI I I_I I I_ 1 1/4' X 0.035' TIE-DOVM STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
70 FORM THE CONFIGURAM SHOWN.)
-I I Ed I I— RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
.III I I WSTALL THE TRAP THRDLIGH THE SLOT
IN THE BRACKEDOWN 54ti_IMW THE RADIUS CUP.
NOTES:
1. ALL VERTICAL TIE —DOWN STRAPS, DIAGONAL FRAME
TIE —DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
�t*WIIOVANO. c0-. r
ENED7035
°'`E`'�'vJ1Ay T'�� ``•c
ONAL
ANCHOR BRIiCkii AND TE—DO11I1
DEVICES ARE CERTIFIED BY OTHERS
NOTICEnvawl ar
MSE SPECMTIOMS AND DRAVOGS ARE
MMUL„ PROPRIETARY. AM CONFlOE1flUL
MATUIIALS OF AC089-J1 WMffAtILW 0
NC S1A]i MAIEINLS ARE PROWLED TO TIE
ACOPoa rOR SECM PJMW AID MIST IE
ITYI Oarmnk me SEGET nu O11EAS
C.L.Y.
DAIS
5-31-95
BY
I
JW 1 5
INC
ALT. TIE —DOWN APPL. A
04D-0200
65
iv; HO M
P.O. BOXI 368
AFETY HARBOR. FLORIDA 34695
PHONE (813)1726-1138
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
I
I
i
IF FACTORY INSTALLED STRAP IIS NOT LONG ENOUGH
IT MAY BE LENGTHENED BY USING A CRBIP SEAL WITH
A WORKING LOAD OF 315D POUNDS
�o
�0
I
I
DIAGONAL FRAME TIE
I II
ICHORING EQUIPMENT —I
IPABILE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE' —DOWN SPACING
TABLES (SEE OTHER
)ETAILS FOR TABLES)
SEE OTHER DETAILS I IT
FORI ANCHOR ANGLE.
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. 1
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
ES
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 do 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.
Q No. 6o'
910334
-o •• STATE C�� : 4
THESE SPEanCAIIONS;NI DRAWS ARE.'
ORIGNAL PROPRIETARY. AND COrInDENTIAL
MATERIALS OF JACOBSEN YA rACi11 c
R.R.
DRAWING TITLE:
ALT
INC. Ala MATERIALS ARE PROMEO TO IKE
RECIP04 TOR SKOFIC PinSES 40 "1 BE
DRAWING NUUBER:
ICPT CDWIDDIRAL AND SEGST FROu O7H;RS
DAPIA APPROVAL
APPROVED BY
ON REVISED
10/2.3M
INC.
F�ERAI IIAIAfACfI/IFOI w
OOrl5TN1C1[1/ AND SIFE7�liMN3&gW
DATE' 10-05-96 REV. LETTER:
TIE -DOWN APPL.
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUUN
f
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR '8'
COLUMN 'C' COLUMN b'
f
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b'
SEE TABLE FOR SPAN COL 'i SEE TABLE FOR MAX SPAN FOR COL 'G'
COLUMN 'E' COLUMN 'r COLUIRI V
SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN i
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REOD
(SEE AD-TD-0251.
COLUMNS W. 'C, b' OR 'E'
COLUMNS 'B' OR 'G'
COLUMN 'r
AD-ID-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE 1
EXP. 'I;
EXP. b'
OP. 'C'
EXP. b'
EXP. 'C
EXP. b'
EXP. 'C'
IV. b'
EXP. 'C'
W. b'
EXP. 'C'
EXP. 'D'
2 - 31501 ANCHORS
4Y-T
29'-6.
3Y-9'
23'-7'
0-0'
29'-6'
3Y-9' '
23'-7'
43W
29'-6'
3Y-9'
2Y-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
21'-6*
14'-0'
16'-10'
11'-10'
1 - 40001 ANCHOR
27-3'
18'-9'
21'-5'
1 15'-0'
27-3'
18'-9'
21'-57
15-0'
27-3'
I 18'-9'
21'-5'
NOTES:
ENGINEER APPROVAL
DAPIA APPROVAL:
VED
APPROB1(A.,,,,
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
:iM
JUN 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
14INC,
INSTALLATION.
John C. Doeden,I.Y.•
15133 C. R. 22
a�+�a'a�TA1�+R1TNow
Goshen, IN 46526
JACOBSEN HOMES
TIM VEaTC, AM DRA„ IO ARE
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LEi1Tlt
Mon
MCINAL. PROPRIETARY. AND ODIWTNL
MAAAXACTUINC
/
DRAWING TITLE
TIE APPL.
\o P.O. BOX 368
MATERIALS OF OtMSEN
iNG SUCH YATERULS ARE PROMOED 10 THE
COL
-DOWN
/H`
ORAWING NUMBER
AO-TU-0250
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REOP64 Fat SPECI Pjf= NO MIST K
im ommITU1 AN) SEar IRa O11 m
_67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EOUIP►.JENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 1� MIN.
O ANGLE SHOWN.
MARRIAGE LINE OF MULTI -WIDE
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.
COILUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
I..,unuuu,.._
NOTES:
1. ALL ANCHORING EOUIPh
BY AND INSTALLED BY
2. ANCHORING EQUIPMENT
SHALL HAVE A RESISTA
ATION.
3. PROTECTION SHALL BE
WHERE THE ANCHORING
OF EXTERNAL STRAPS I
SUPPLIED
RS— ON SITE.
)SED TO WEATHERING
TO WEATHER DETERIOR—
)VIDED AT SHARP CORNERS
'STEM REQUIRES THE USE
CABLES.
�sS TEgFUcc
' Q No. o
ENE8703571.'•
�Afer�iI
y
AFr= ."VED BYpL,,..
I r� .IR+1 1 5
iEDEMI �MMiAft1�IC1E INC
JACOBS�N HOMES
NOTICE '
THESE sPEonuTIDNs AND DRAnNrs ARE
T� BY:.
� C.L.Y.
DATE
5-31-95
REV LETTER
■
„ P.O.
SAFETY HARBOR.. FLORIDAI34695
PHONE (8'13) 726-1138
aaaNAL. PROPWART. AND CaG10QIlm
MATERIALS OF JACOBSEN MAIAXACRRINC
INC. SJOI MATERIALS ARE PROMM TO THE
RECKNI FOR SAC FUVIM S AND WM BE
IRPT CWWTA AIO SECRET nmm omm
DRAWING lITLE
COL. TIE -DOWN APPL.
n
'l A`
DRAWING NUMBER
AD-TD-0251
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
MARRIAGE LINE OF MULTI-W-DE
i ••;
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 SPECInCATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (3150#)
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
JACOBSEN HOMES
\I P.O. 130X 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
,\\11111111NINI/,,
WM I DAPIA
5� Q�G, 9Fo
No. F
F�NE87
�01
S .
%s/ONAL�;.�
N077CE
TNESE 511CII1CJ1 06 AND DRAWM AK
ORDAIN.. PROPRKTARY. AND COIi1tR1111AL
MATDMLLS OF ACOM MANIFACRM
W. 201 MAVVALS AK PRW= TO M
RECPI11T FOR SKCFIC PJVM MO WV E
KEPT COMDDIR4 AND I= IROI OTHERS
BY:
ED BYE
jm 1 5 m
INC
C.L.Y. I -""- 5-25-95
COL TIE -DOWN APPL.
R AD-TD-0252
69
j ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
MARRIAGE LINE OF MULTI -WIDE
FLOOR
`—VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035"
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
ANCHORING EQUIPMENT
STRAPPING. FLAT STEEL. AND SEALS.
CAPABLE OF OESISTWG
p
THE WORKING LOAD
OF 4000 / MIN.
NOTES:
1. ALL ANCHORING EC
BY AND INSTALLED
2. ANCHORING EOUIPM
SHALL HAVE A RE!
ATION.
3. PROTECTION SHALL
WHERE THE ANCHO
OF EXTERNAL STRA'
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
JIPMENT SUPPLIED
BY OTHERS— ON SITE.
'NT EXPOSED TO WEATHERING
STANCE TO WEATHER DETERIOR
BE PROVIDED AT SHARP CORNERS
ING SYSTEM REQUIRES THE USE
'S OR CABLES.
�x; �G1 .. EyF! (e
Q No. -o
CAIrQ7A ]L77 •'
A 1.. Cy_..•
►PPROVED BYE,
jW 1 510 l *14 INC
nwvarMer.rlu®la[
caanucla elo sMm swalw
NOTICR '"# IWTN1+8r. DATE REV. LEITER
JACOBSEN HOMES TNM PEO1G►M4 AM ORANIZ ARE C.L.Y. 5-25-95
■ I YAlEA1a lto�of aCW9b AcuA„uF ,G DRAWING TITLE
i AR R. OPJ I- SM IIAIIER 00 ARE TO IK COL. TIE -DOWN APPL.
SAFETY HARBOR FLORIDA 34695 9FapDR Faa 9'ECM Rws NO um K DRATNNG NULIBEk
PHONE (813) 726-1138 an ewmzq ANo zm n= armts AD-TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN b'
_ _ _ _
ISEE TABLE FOR MAWN SPAN FOR COLUMNS 'A' OR
r
COLUMN 'C' COLUMN b•
APPROVED eY
I I
- 5(E TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR b' _
r
SEE TABLE FOR SPAN COI. 'E' I SEE TAM FOR MAX. SPAN FOR 4"p
INC.
ROMAL. MANUFACTURED HOW
RUCTIONI AND SAFETY S TA`UOAR OS
MAR U 3 1999
C0.UIai 'E' caulrIIR �' caMIMN 'C
ISEF TABLE FOR MAXIMUM SPIN FOR COLUMN
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORIMO REOb
(SEE AD-TD-0251,
COLUMNS 'A•, V. b' OR V
COLUMNS b' OR •C
COLUMN 'F'
AD-7D-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD"'ID-0253)
SEE NOTE 1
Dr. 'C'
E1a'. b'
W. 'C'
EXP. b•
EW. W
OP. b'
EW. 'C'
EW. b'
EU0? 'C'
EXP. V
W V
EW. b'
2 - 31501 ANCHORS
31-4'
25'-6•
2T-4•
26'-4'
37'-4'
25'-6'
29'-4•
20'-C
37'-4•
25-C
29'-4'
20r-C
1 - 31501 ANCHOR
187-6'
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
21-8'
16•-4•
18'-7'
13'-0'
23'-9'
16'-4'
18'-7'
13'-0•
2Y-8'
16'-4'
18'-7'
13'-01
REF. CALCS C %✓ /� 93� of
L�O�,$;
Q1p ... ,. F! '.,,
DAMAPPROVAIawp 0
RFO
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
�•..
Q NO.
APPROVE S BY
FOR SPECIFIC INFO. ON ANCHORS.
�_
910334 .:
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
s �[
F
STATE
JACOBSEN HOMES
ORAWWS ARE
M.T.
DARE 2-9-99
REV. LEnm
■
wsE spECII1GNit00t AND
ORM-m- PRMWTA". Arm 0@FLEN1uL
ORAWWG TITLE:
P.O. Ewx 368
W- �„w TSWU ox ,"'
184" WIDE COI. TIE —DOWN APPL
DRAWING NUMBM
AD-TO-0254
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REWW MR 9ECM M W= uo WM I
MPT Caamoma rim mm nu ones
71
ADDENDUM
TYPICAL 'SINGLE WIDE TIE -DOWN PLACEMENT
24'
F1,
NOTES:
1. LARGE OPENING = ANY OF
2. VERTICAL TIE -DOWNS MAY
SO LONG AS, THE AVERAG
MAXIMUM TIE -DOWN SPACI
TIE-DOHN SPACING TABLE;
I INSTALL FRAME TIES AT Al
4. SEE AD-M-0001 FOR ADI
SEE NOTE 2
A B C
LARGE OPENIMG 24'
n Q n n SEE NOTE 1 Tj
W
STANDARD VERTICAL TIE -DOWN STRAPS OR MICHOit
BRACKETS (SEE T1E-DOWN SPACING TABLES -NORMAL
AND/0R ALTERNATE- FOR KAX6M SPACING ALLOWEDI
ALSO SEE NOTE 1
STANDARD VERTICAL 11E-DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
MNG WDER THAN MAK TE-DOWN SPACING ALLONE
:XCEED THE STANDARD VERTICAL TIE -DOWN SPACIM
SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE
RE0L11O ON THE APPROPRIATE VERTICAL/FRAME
(SEE OTHER DETAILS).
VERTICAL TIE-DONN LOCATIONS.
RONAL REQUIREMENTS
OyE0MPR/tQ; 'O
ENE8703571
IONAL117, �`�o
if ANCHOR BRACKET AND TE-DOMi
DEVICES ARE CERTIFO BY OTHERS
ROVED BY
.111�1 1.5 1996
LNG,
•' .�4:� yl'7C L: m nsa�
JACOBSEN HOMES
14E s'<anuNiloOT RDRAWL=Ar+¢
DRAW BY.. C.L.Y. DATE: 5-31-95
Ro. LE"m
(7faowAt. PR(lPF6ETARV ao aQiCanAl
^
„
P.O. Box
YATOW Or MOM MA►IFAC7UiwG
nc � MASS AM y TO
DRA%WG TITI
PIP. SINGLE WIDE T/D
H
SAFETY ,HARBOR, FLORIDALORI34695
PHONE (013) 726-1138
RECPW MR S'[l M Rl"M NO Wsi K
PVT C9 fWTK
DRAINNG NUMBER
No SM FRKAI MIS
AD-1D-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENPIC 24'
n n n�
COLUMN SUPPORT TIE -DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENNGS "ATER THAN 4V IN WIDTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
L2V
4' 14'
STANDARD VERTICAL TE—DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE —DOWN SPACING TABLES —NORMAL
IUD/OR ALTERNATE— FOR MMIM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL X—DOWN STRAPS OR ANCHOR
BRACKETS TO BE NSTRO A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
FOR TRIPLE MDE AND LARGER UNIT DEZNSALL TE DOWN STRAPS AS SNOWH THDS DETAII.� ,,p�� C ••O0'�����i
NOTES: CI. F.�
1. LARGE OPENING =ANY OPENING WDER THAN MAX TIE —DOWN SPACING ALLOWED. NE8703571
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TE-DOWN SPAC ,
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE TA OF
MAXIMUM TIE-DOVN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME q�{
TE—DOWN SPACING TABLES (SEE OTHER DETAILS). '���E' • ��6 .�a`�
3. INSTALL FRAME TES AT ALL VERTICAL TE—DOWN LOCATIONS. ''•, `sd` •'' • .. ..
4. SEE AD—TD-0001 FOR ADDITIONAL REOUREMENTS. ';��� NA L t kl`�nc�nw
BY
IV"c5TSI95
OEKES ARE ca1T11TED BY OTHERS
JAC O BS E N HOMES 1>EsE SKW"" DA mm ARE AWN BY: oATE REV. tFtTE1t
C.L.Y.
amm. PROP um. AND 1>K DRAWING IRE A
P.O. BOX 368 MA MALE OF aCOM UNWAcl M TYP. MULTI-YNOE T/D
„ THE
SAFETY HARBOR. FLORIDA 34695 WIM fa VIM PJMM NO VM K DRAWING NUMBER:
PHONE (813) 726-1138 earl mwmnu ND MaEt no orom AD-TD-0310
73
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ZONE 1 TIE —DOWN SPACING CHART
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END.
SPACING
14' 166'
95"
0'
101— 10'
21- 0" .
14' 160'
95"
6'
101 - 3 of
'L' - 0 v
12'
95"
13"
S' - 4"
2' - 0 It
12'
82'
0'
1- 1 l"
2' _0"
12'
82'
13"
98-1111
12'
75"
0'
10'- s"
12'
75"
13"
1o' - S'
V -0"
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX. END
SPACING
14' 166'
95'
0'
8' - (� "
21-01,
14' 160'
95"
6'
B - 1`
to -off
12'
95"
13"
-8rr
12'
82'
0'IB
1 —01%
12'
82"
13"
$'- 0"
2'
12'
75"
0'
g - g"
V-O -'
12'
1 75"
13'
1 81 - 61i
V-0"
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
I ENO
SPACNG
I CENTER
SPACING
I CENTER
SPACING
I CENTER
SPACING
I CENTER
SPACING
I CENTER
SPACING
I END I
SPAONG
51146LGWIDES &, tmiB EWItzS
ASS:
1• TIE —DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF
THE EXTERIOR WALLS OF THE HOME.
2. THE ANGLE BETWEEN THE TIE —DOWN STRAP AND THE GROUND
MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES
HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES
HIGH, UNLESS OTHERWISE SPECIFIED.
STATE OF Q
"**.tSr1690 ENG.. •`�.
JACOBSEN HOMES NOSAN
,»sE srEEuluTx>Hs AHD o1:Aw+cs
1. �,, COHI10ffJITY1
P.O. eox 369 MA= 0 K=T2 MA,rtIFAtTL%T C
SAFETY HARBOR, FLORIDA 34695 �E�f f0 ASPEQ1C Kmm NO Ism K
PHONE (813) 726-1138 OUT COIi10E1 nk AID YIMT MW OMM
►I'
APPROVED BY
o+ Z
INC
RR " 10-31-95 �v u
TIE -DOWN SPACING
R AD-Z1-0010
PAGE 2-
75
IZONE I TIE -DOWN PLACEMENT
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME 1—BEAM
NOTE j1—"'
MAIN FRAME I -BEAM
I
IEND
SPAPN4
CENTER
SPACING
CENTER
L SPACING
CENTER
J SPACING
CENTER
I SPACING
CENTER
I SPACING
END
ISPAdlICI
I
I ' DOUBLE WIDE TIE—DOlYN PL•ArF�iENT
END CENTER CENTER CENTER CENTER CENTER
END
-r-•-
^�••
.r nui.a
a Aurnj
Ixnumr
arM.uw
TYPICAL I —BEAM
TIE —DOWN
I
MAIN' FRAME I —BEAM
SEE NOTE 11 SEE NOTE j1
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
1 END I CENTER I CENTER I END
SPAONC SPACING SPACING SPAGNC
TRIPLE WIDE TIE —DOWN PLACEMENT
NOTES: LNUR K WTTft D --w4r, ,
T• SEE DETAIL 'B' P�GE 4 FOR BLOCKING AND ANCHORING OF �� ��:x�TIFIQgr
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. N0.0045484
C • � i
• 'STATE OF
ce
'1
C.,
DAPIA APPROVAL'
APPROVED BY
OT
N 1,4
aaiw wrs4-Mmiae
LPuI AyCi�l AIO SAI[lY st+Movm6
N099CE l►•• DATE:
JACOBSEN HOMES REv LETTER
TNEsE sPEwrATas AND DRAWINM ARE RR 10-31-95
■ WON. PROPRIETARY. AM CONiDENTML DRAWING TITLE-
P.O.
BOX 368 YATOUZ OF rACOM YANUFACTMHOTIE—DOWN PLACEMENT
„W SUCfI YAWAALS9WX ARE PROOSES k D i0 THE —ORAWING NUYBEit
SAFETY HARBOR. FLORIDA 34695 RfMDii Fpt SPFLf1C PUtPOSES AND YJSi eE
!PHONE (813) 726-1138 WTCDNfMTK W SE00 n= ODFRS 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 It co"
FES 0 1 M
INC.
JACOBSEN HOMES r4>z> �"M MAC W �'"� M.T. I """` 2-1-00
MORAL. RNMILT UT, W CMFlOENEAL DRAMNC IXE:
\, P.O. BOX 36B WA�AA
f W MUR UANurACILMM ZONE 1 INST. A
SAFETY HARBOR, FLORIDA 3095 IICLI�R ta>c AD rist K DRATAVC MlAIBER
PHONE (7I7) 726-1138 Nat coava" t me wm maw amm - AD- Zi -0100
77
ADDENDUM
IFOR INTERSECTING UNITS
MAIN UNIT
I
i *cc
I
TRIPLE WIDE
OR QUAD WIDE
j I SECTIONS)
b[
TI
MNOMl1M PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAIO)JUM HEIGHT}
ZM-2 ZONE
EXPOSURE 'C' 90' 56'
EXPOSURE V 39• 46'
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA HALF
(IE p:E EA. BEAM, ETC...)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LONE REOl11RED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
INS END ONLY.
THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
ILE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
N: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
_..t1111111111ff�,_
NOTES: I u;WOet�u rKUVA� *. -V� .VAHA AJ'FKUYAL:
1. FOR QUAD SECTIONS. EACH bOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED ,' •Q� NO F� .2 APPROVED BYE,,,,
INDEPENDENT OF THE ODq STRUCTURE. (IE. SHEARWALLS, TIE -DOWNS. RIDGE- /ENEA70357 '•
BEAMS, COLUMN SUPPORTS,I ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
JUN 1 5 IM
I F —
I SA :Wr
I
9 •.
INC
♦ d67RrC1A71 A/O W[71 iIA10N�
JACOBi NOTICE DRAWN BY: �I DATE REV. LETTER:
SEN HOMES XSE=ECFlCA7ION5 AND DRAWNGS ARE CL 1. 5-16-95
_ MORAL, PROPRIETARY. AND WdMTIAL DRAWING TITLE-
P.O. MATERIALS OF JACJBSEN WNUACID
j P.O. BOX 368 LNG Ala, YAIEAULS ARE PROM M TO THE ADDENDUM -LINT. UNITS
SAFETY HARBOR. FLORIDA 34695 AECPENT Fat SPEa11C PJMS AND III5l AE DRAWING NUMSM QUADADDI
PHONE (813) 726-1138 INEPT CDI MTUI AND SEurt IROY omm
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE 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 N ORIGINAL CONDITION
(EXCEPT FOR STAPLE NOLES�
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. SHLGLES N THE DORMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SINGLES LINE-UP
FROM ONE SECTION TO THE NEXT.
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PEROIETER RAL
OR RIDGE BEAN
GROSS -SECTION
30 GA. GAIN. STEEL STRIP
e X LENGTH OF ROOF ISECTLONS
MAY BE OVERLAPPED 2 UK)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 CA. CALV. STEEL STRIP
SECURED W}TH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DEOCING
2 " D.C. MAIL SPACING (TYP.)
�Ox . ..srf9!:40F
' Q No. O
ENE8703571
Fs•'�o19At�.•���
3/8' X S' LAG SCREWS
18' O.C. (ZONES 2 t 3)
STAGGERED
iL
INC.
JACOBSEN HOMES TNEV W[CY1Nonce —go Ismwwul; .
aIm AND DRA%m ARE C.L.Y. 5-16-95
O MAL. PWKTARY. AND COI0MTIAL DRAPING TITS:
MATOW OF JACOM MNUFACTL RINC ALT. ROOF ASSEMBLY
P.O. BOX 368 NG RKH MAIMS ARE MOM TO THE
SAFETY HARBOR. FLORIDA 34695 REOPtNT FOR SKCIL RFWM NO MIST K DRAWING NUMBETt
PHONE (813) 726-1138 IIPT CONWDA AID 100 n= COM QUADADD2
, .79
FIEIFIF�
EIEIEF
JACOBSEN
HOMES
600 PACKARD COURT
TY HARBOR, FLORIDA 34695
(727) 726-113 8