HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMs
SET-UP MANUAL ADDENDUM
❑ter❑
jAqOBS 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 HO.MES'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
I
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR. SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING. COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0. WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME. THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
/DUCT SUPPLY OR RETURN
DOLING_
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT MATH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
CANA APPROVAL:
'PROVED BY
.IUN 1 5 T995
INC
NOTICE DRANK BY: DATE REV. LETTER:
JACOBSEN HOMES TNESE SPEonCATIMS AND DRATINa C.L.Y. 5-30-95
0E0NAL PROPRIETARY, AND CgUVENTI& DRAN4IG TITLE:
IIATETbALS OF .IAMSEN U*ffACI"C EXTERIOR A/C DUCT
P.O. BOX 368 NC 9" MATERIALS AM FRONDED TO 1NE
SAFETY HARBOR. FLORIDA 34695 RECPQIT MR SPEOX RlR9S MG MUST BE DRATMNG NUUBER:
PHONE (813) 726-1138 A'EPT COHT,ETITK AMU SEOU ERCU OTNERS AD-AC-0001
C
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED . STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCCNTINIUE
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)
PIA APPROVAL:
APPROVED BY ��{{
N14rr O,
SO
INC.
mmx
M R1�A10RN[1t/E11CIM>♦
NOTICEDRAIM
BY:
c.L.Y.
DALE:
-28-95
Rtv. alMpr
MEJACOBSEN
HOMES
1»SESK�TISAWDRAMM
Mr�o1 o Aoa�
tj
DRAriwc nnF
SYS.
M amm u
W.H. VENT.
P.O. BOX 368
w— s m MAfE► s ARC PRW = 10 WE
SAFETY HARBOR. FLORIDA 34695
PHONE (613) 726-1138
RERpORT FOR SKOM P111r= AND MW r
PvT cmm m AND 100 nm 0XIM
GRAVING NUMBER
AD—AC—OIOO
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
n nne v.io%T
0.131X . �,,,
NAILS OR 7/16- X 16 GA.
STAPLES PER TABLE:
0.016- X 1 1/2- MIN. STEEL
STRAP 0 480 O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS
NDS01 TO 1/Y. INCREASE LAG LENGTH 1'
(ALL ZONES) AND FOR GAPS TO 3/4'. INCREASE
(ALL EXPOSURES) LAG LENGTH 1 1/2'.
-/ - .. • I � mu•. &.nv li'l w . r D SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
1 4' TO 3 4' GAP
WOOD SHIM AT ALL LAG
LOCA71ONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
71GHT. (SEE NOTE 2)
we ZONE
O6" K
3/e• x 3 1/r LAG S=x
JO 7 r /1 SWAP FAS x 1e cA. sTAPL15 AK M/
WWUW MA M;R Cr FAS1E OM REQW0
WA7OIAJ<1 SPACNG
KA)NttJil SPAONG
We 201E
DAt'GsuRE
0.131- X 1 1/t NA1r.S
7/1r X 1e GAL STARES
2
$!
1r aC.
2 1/4' QC.
3
S
b'
1r cc.1
7/S• OrC
2
b•
4
7
3
'r
1W 06t
Y aC
4
7
3
b'
14• aC
1 1/Y' aC.
b•
S
e
NOTES
INGHEFB APPROVAL•
CAM APFi{OWAL-
t. 1' WRL PORMAIM 5 REMO OH STAPLES FOR MIL aO14' STRAP.
APPROVED BY
00oRevised
ON
J-'
Z MW SINS TO BE Rl F FROM SPF Al UK OR BETTER
(3' x 1' XIMDOD GAP tD1H MDL 9I�
(OS8 OR PLY
May 24,2006
r
rl
WAY K USED F A1MESS EQUALS GAP NDTH-4' X r LOL SIZE)
John C.Lj0 den. F? �.
N C
3. We WAN" SMALL tE1r tT.
4. SEE OMMUS FM SEALM FLOORS FOR AIR KLTRAWL
.
K2 Eng:rmring, i•!.^,
.
FEDERAL MMUF&CTUREO "OME
crosrnucno" mo "I ETY SM "Mos
JACOBSEN HOMES
xorL"
nasc �carra>tox AIO au.+a iwE
DUN BY.
M.T.
DATE
05-22-06
ray. LLl1EIt
1170-1
P.O. Box 36e
aAuaw, IFFAFR A@"* AIO mi1oE11tuL
"A11O°"� +ABMWA,~,rAcn,
3XN0
n
DRAMNG ITM
M/W FLOOR FASTENING
SAFEiY HARBOR, FLORroA 34695
PHONE (813) 726-1138
I� jg r � gyp b7 i
CM ONEOn
DRAW Hut
L AM OW RM MW
AD-FA-0001
4
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WAILS.
.131- X 3 1/27 MIN. NAILS
8' O.C. MAX. SPACING, STAMM
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
APPROVED BY
Revised
s 2j Ob May 24,2006
Huhn C. Doeden, P.L. INC.
K2 End p ring. irtaCX"WMMNO WIrrtMOAM
JACOBSEN HOMES wnc � WAUM OK ur of- M.T. 05-22-06 "" �`•""
P,o,ANCIAM
eox �`' la M �`�` °a' M/W WALL FASTENING B
wmws v +�oor�w w�r�ea�o
12110 SUMNe za wwws M Toyota A x
ctE(813) �i25--iise�9S on o mm s sm n m cum °� �' AD-FA-0010 .
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 'GA. GALV. STEEL STRIP — <
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
-LAG SCREW SET BACKS
FOR TRIPLE WIRES
FOR DOUBLE WIRES
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS I
AT A 45' ANGLE
STAGGERED __AS!=
CENTER LINE OR MATING
! LINE OF TRIPLE WIDE UNITS
—30 GA. GALV. STEEL STRIP
'8' X LENGTH OF ROOF (SECTIDNS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTILL.. ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONOITIDN,
EXCEPT FOR STAPLE HOLES.)
PLAN MEW
f3/6' X S' LAG SCREWS .AGamLAG SCREE SFr aAcKs
(2 1/4' SMOOTH SHANK) FOR DOUBLEWNIDES
If+� SFE CHART ON AD-FA-0001 .� FOR TRIPLE WIDES
FOR MAMUM SPACING
4'
21 4 234'
1 TO 3 4' GAP
ROOF PERIMETER RAIL ---
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE 14)
CROSS—SECTION
NOS01
(ALL ZONES)
(ALL EXPOSURES)
FOR GAPS IN ROOF SYSTEMS -J �' INSTALL WOOD SHIM AT ALL LAG
TO 1/2'. INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH ANO TO KEEP CONNECTION
LAG LENGTH 1 1/2% TIGHt (SEE NOTE 2)
REF CALC. PG.
CROSS—SECTION (W//�). C WA- 91.01- 91.07
NOTES: - OIp W APPROVAL: DAPLA APPROVAL•
L 2 I/r WL FOCPARON N10 RECOW4 Mom 6 REQIA a FOR LAG SORm
2 IIDOD 3m TO K RM'PiD FROM SPF IP MR OR BETTER APPROVED BY
(r x r x WP mm WL sap ON Revised
0® OR PLW11oOD WAY BE USED F OfCIQiE35 EQUALS GAP 11DTF1-4' X S' MR9IF) S All
24 , 2006
MHDL MLS
L SET ODD DETAILS RX COLFLETING ROOF ti1FAECTIOIL John C. U06CIen. P L INC.
4. TALLNG A IAG SI7tE1M N10 A RR a BEAM, FIRDRLL ST-A 3/e aE#Ra
NOTE THROUGH THE FIRST RDOE BEAK SECOID-M A 1/4' HOLE 1WOCH 1FE K2 Engk*erh Ig, Inc FEDERAL MANUFACTURED HOME
WMM RIDGE BEAX FM THE TI AO Wo DF LAG Si r HN DNS. ARE ' CONSTRUCTION AND SAFETY STANDARDS
FOR 3/EF' Lm =RED OLT.
s IOr MA>0 N SOENAIL FIGHT.
JACOBSEN HOMES DIM $Kwulm wo Ouw= ME °RA"" �' M.T. DATr: 0s-22-06 "� LFr1M
awWAL PIIa�EETNET. No OOHT,DENM D V-4 11RE
01—wrlP.O. Box 368 „W4,,,� WACA 4 M/W ROOF FASTENING
SAF1T' HARBOR. FLORIDA 34643 wool Fm HEW= NO MST NE DRAIFNG I l=t
PHONE (e13) .726-1I36 WT amewm#L NET =r OnMEL AD-FA-0020
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIE
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
IBM OF ROOF (MR Y OVERLAP AT SEAM) CENTER OR MATTING LINE
WITH 0 X 711C HEAD X f FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZOO
1
1
1
ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS 1
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
/
/
/
■
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(ALL )
X 7/16' HEAD X 2'
FUULLY . THREADED SCREW
(NO MORE THAN 12' O.C.)
•I
I
•I o
1 8
IB
1 �
1
1
METAL ROOF PANELS STOP
■ APP. 3O FROM CENTER LINE
`-30 GA. GALV. STEEL STRIP
5' X IBM OF ROOF (SEE AD-FA-0020)
SECURED M 7/16' X 16 GA. STAPLES
FULL PENETRATION DIM DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING)
NOS: tWWM ArrKU N.: Nvu MIL :
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
L STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
L METAL PANELS ARE 29 GA. MIN. STEEL WITH 9. O.C. RIBS. V 4j 7 Sep 10,2008
I. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND 1HL►',,'x'�,i;, .� INPIINC.
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN g, ETTG FEDSKCONSMorno FAMD swm Srr w mos
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES '"`""" or w= RK:slwc
„� �, „� D.M.T. 08-25-08
ORMUL lums oR,ur+s T111k
P.m Box 366 w om wows m twm m n METAL ROOF R1D( CAP —
s imn
Fri W� 30 es o" n aw m oom AD-FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA
PROVED BY
11HINC ft
�c.AACtW,D How
C� V� MO S�fSil37AOYC�
NOTICE: DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE VEOnCATTOws AND DRAWNOS ARE C.L.Y. 6-5-95
ME MONAL. PROPWAffY. AND DON)IDE YK DRAWING TIflF
,/ P.O. BOX 368 LIAR OF AkCMSEX °ANWACMUC M/W ROOF SEALING
We 10 MENU ARE PROKED TO flQ ORAwDIC PIUYBER
SAFETY HARBOR. FLORIDA 34695 REOP[M rcR FMRNM AND MW eE
PHONE (813) 726-1138 IOPT ODWWTK AID 1=1 n= OTOM 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:
1. 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)
ROVED BY
JUN 1 5 W5
1 11" 1 INC.
c""W-MUMM
N097CE: DRAWN BY:. DALE ��• �"K
JACOBSEN HOMES TaxSPEC=TIONSWDiUMM6ARE C.L.Y. 6-5-95
mcmm . PROPRaART; " Oopffl nnu DRAW9iG TIM
YATMAIS W 1ACOM UWACIURN M/W ROOF SEALING
P.O. BOX 368 W_ 20 YAIERIALS ARE PROrICtD TO THE
SAFETY HARBOR. PHONE (813) 726 1138 95 IV ra TK m � � or�►r�►+G Nuueat AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. IMAI i.ATTON•
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE META FLASHING IN THE HEARTH AREA TO WCURE THAT IT HAS
BEEN NSTAI1fD (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FMUCE AND THE HEARTH
d LOCAIE THE IIEARIH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTAL FOLLOWING
THESE STEPS
A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 j8 : 2' WOOD SCREWS.
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENS10N
THTH A NON-COMBUSTABLE CAWG OR MORTAR
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
Imilill mmI
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA
APPROVED BY
INAJUN 2 8 19%
r!Dlft WVACRMH R INC,
Nonce gymm cr.. un�c: NLY. LLIIM
rrrn JACOBSEN HOMES TNESE SPECM114" ANOORANWGS ARE C.L.Y. 6-16-95
■ OMONA.. PROY'WARY, AND C-wvTLAL DRAWNG TITLE:
P.O. BOX 368 MATERIALS OF .IACOM MANUFACT"G SHIP -LOOSE HEARTH
„ 1141
SAFETY HARBOR. FLORIDA 34695 XCIPID4 FOR FM Y PJNZ NO ,lu° Y K
PHONE (813) 726-1138 IVY CaWi TIX Rio SEW TROY ONERS ORAWu1G 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 REV.
0 000or 9iAR 25 20
PINC.
FEDERAL MANUFACTURED H041E
CONSTRUCTION AND SAFETY STANDANUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED EY
INPIANC.
FEDERAL MMUM LIRED "OWE
MNSiRIJCTIONANDSAFETYSIA DIM
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS I
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIOEWALL
3/8' WIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
MARRIAGE WALL
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
—`
THE OVERHANG OUTLOOKERS (PURUNS), ATnc VENTALATION.
3/8' SHEATHING TO IE INSTALLED ON —SITE
OPENINGS IN TRUSS SHEATHING MAY 8E LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
VVINDZONE III
(IB' X 14 I/2' AIAXIIIUM SINGLE OPENING SRE IN TRUSS SHEATHING)
MPH)NG)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL•
1. 3/8' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
T
(NOIEDGES AND J• D.C.
APPROVED
ALL FRAMING MEUMS.
QUE REOUDiED) AT
BY
MAT >
a
Mvell, .E.
NIP
INC.
FEDERAL MANUFAMIRED HOME
WNBTR OKMANDSAFETYSTANDARDS
z
JACOBSEN HOMES
NOTICE:
THESE sPEaFlunons
DRAWN BY:
R.R.
DAIS
4-27-98
REV. LETTER:
00 ■
AND oRAlrolcs ARE
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
DRAWING TITLE:
BOX 368 P.O.11AWRIALS
„
OF JACOBgN MANUFACIURNC
SICH MATERIALS ARE PRO�TODI TO
TRUSS SHEATHING
—
SAFETY HARBOR, FLORIDA 34695
PHONE`. (813) 726-1138
REcpENr TpR wax S AINC.
gE
kEP1 cONnwNuu AHD SErnn rROM o1N[RS.
DRAWING NUMBER:
AD—HR-0001
12
HINGED ROOF DETAIL
OlS mm ff =ml m RA& Roll flm
WNO P09110Ti m xr-1P Po31u 15
APPROX n 1 /Y.
w ma ROW mm SY61E] imy"
llEA1MIPJIL OEM015 NO NX Im 12 w
APART. IDLE wu mm wm x' OF
BD ff ROW SEM A10 AVW WW WA
2 Fi>:TT aF A YM N ROM RAIL
HINGED ROOF IN SHIPPING POSITION
IN® W Posr 10 ROM WK
i SPF JIFORD W Post 10P RAI.
pt oxTorosmORs-lair
am
HINGED ROOF IN SET—UP POSITION
REF. CALL. PG. C-RF- 223.0 - 223.6
NDSOI
NOTES: 04MM APPRovx: DAPK APPROVAL:
APPROVED BY
I. BRACE Un ROOF BECKON N VE RAW POSU ORK S191 W HIDED
KBD Poo Km PCs(DOH Revised
'N
04 �, os,2oos
JohnC. ooFl, PA. INC.
K2 En rin, Inc FFD� YANKACTINFD HOW
9 CDNSTRUCnON AND SAFETY STANDARDS
JACOBSEN HOMES mr9m `imm O" O.A. 06-02-06 .......
L WOO M' WO NO ORAUM ARE
�L'MWW
wmlL °A HINGED ROOF OETAII
PA. Box See wT+rws os � mG,=X w+e
NG 2= UWULS NE MOM 10 K - A
PHPHO EA
(W) 72ffeD1-1i395 Wa mriwOCw "m�rno maurae AD-HR-0002
I
HINGED ROOF DETAIL
U NDERLAYMENT TD BE CLUED 3' MIN.
ON BOTH SECTIONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNOERLAYMENT AND
AND A YIN. 4 1/2' VAD7H OF ROOFTdG 'CEMENT TO
70P OF LAST SHINGM ROW ON FIXED ROOF SECTION.
(THIS IS TD BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK'BEWID 2 X 6.
OVERHANG FASCIA BOARDS AND SECURE 07H
3-fS X 3- WOOD SCREWS EACH SIDE CF CAP. APPROVED BY
Revised
ON
Alm.ov
30,2006
�p� FEDERAL YAIUF1NCi11RED NONE
MRSTRDCTIDN AND SAFETY STANDARDS
�17,6
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
VANOZONE 11
(110 MPH)
ALL EXPOSURES
NOTES: E11GK8 APPROVAL DAPIA APPROVAL;
I. PACE b= ROOF SECTION N X RXW P0971ON DYCK SWUNG HIKM
KING POSTS INTO P0.911p1
John C. D
K2 Engina*** Ine•
JACOBSEN HOMES ma O me Amm An m'" Br. D.T. oAtE 10-02-06
abut. Mall 00- AW UOMM& DRAWO 117M.
WWIMS OF JACCe.Sf)I NANliACTI Mc
P.a Box SeeHINGED ROOF DETAIL
SAFELY HARBOR.
AR. FLORIDA 300 � R "isms AM ME rmmmRU K DRAIIINO NIA
PHONE (613) 726-113B Ian awmm me s m ON ffom AD—HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK
qcn
aS
=WKL 1`I11J1 KVYI Ur JI INULL IV 0L INDIALLLU UN
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
DETAIL A
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
VNNDZONE III
(110 MPH)
ALL EXPOSURES
NOT�71
oiwA APPRotra:
1. CEMENTING OF 15j FELT IS NOT REWIRED IN ANY AREA EXCEPT WHERE NOTED.
A
PROVED BY
2 FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
3. THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A ITN. OF 6' AND UNDER THE LAST
EXTEND
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FDED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD—HR—OOM (WITH SPECIFIC END PANEL LAYOUT),
(��,
ODOZ AD—HR-�O003� AND AD—HR—OOD4. FED
L MANUFACTURED HOME
RUCTION AND SAFETY STANDARUS
JACOBSEN HOMES
N0T1�
1IESE SPidHG11OIS MDDRAI�ICS AR8
DRAWN M.T.DATE:
9-20-03
REV. `
DRAINING TITLE SHII NG
E AHD UNDERLAYMENT
GI MAL PRIPRETABY. AMo MIFDBMX
MAIERKS OF dIICaW MNffAC7UFM
P.O. BOX 36Ti
SAFETY HARBOR. FLORIDA 34695
W. SUCH MAIMALs AM FROWMED 1D WE
WWW IMI PEOM NIfQ= Alp OW E
APPLICATION
ON HIMM SECTION
DRANMiC NUMBE7t
PHONE (m) n6-1138
RE" WOOF u� = �r I M CnU&
AD-HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4- SCREWS,
6.1/2" O.C. I AX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 16" O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
�i
i
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHINGLES.
' ALL VANNONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
REF' C&' CRC — 167.01 — 167.02
ENC EER APPROVAL DAPIA APPROVAL —
APPROVED BY
Revised
04����{{,,���� G I1JNm 09 , 2006 C
John r 0. C*sd i, F.L. FEaENAt NM"IF�CTUIIEON •
!92 ERgitT ring, f71G co"smucr �ro LFETY SiAlloutaS
JACOBSEN HOMES
P:O. BOX 366
NO11c1a:
THESE VEMWADDwS AM MA1100 ME
aMcmA. PaDPA1:IMT. AHD cmfmn4L
MASS xta ""'"'r'
MAWR UT:
O.A.
aA IL
06-06-06
It" lE1 RJR:
n
A
ORAWW ARE:
PEAK INSTALLATION DETAILS
AT MU AK 10 THE
SAFETY HARBORi FLORIDA 34695
PHONE (727) 726-1138
uawon ►a SITM rJWW AND MATT 1E
mr he
DRAYMG NUMBER .
curcomq SIM AM almm
AO-HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH ENO TO
ROOF DECK AND/OR EMSTING
FELT AS SHOWN.
raftVgm
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
97E INSTALLED ROOF PEN(
UNDERLAYMENT INSTALLATION
INSTALL TOP LAVER OF 151 FELT
TO ROOF WIN A 6' MIN. 1MDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR ENSTING
FELT AS SHOWN.
OAPIA APPROVAL'
:D BY .
f
AUG 0 1
INC.
NOT10E DRAIN 8Y: OAtE: REv. LFf1EN:
JACOBSEN HOMES nm' No A,4�►- M.T. 7-28-04
O 011- PIIDPNETARF. l0 W=flA< DRAWM TIRE _
IN
P.O. BOX 368 WM HAM AM TOmmWACRMC AYIIENi INSTALLA1fON
SAFETY HARBOR, FLORIDA 34695 KcFal F01 V= OF jM=n NIPW ND WM N DRAI PIG RIAIBER:
PHONE (727) 726-1138 wI awwpA no lEw Rm a mm AO-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN TO FLOOR FRAMING
MGM W/ STAPLE OR NAL
BANDING STRAP "I PED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
4DE OF NOT LESS THAN 1/4' PER FOOT MUST BE MIANTANED TOWARD THE
OUTLET. WHERE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
'GOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
1.. VIEW OF DRAIN PIPING
1. PIPE CLEANER AND CLUE SHALL ALSO 8E SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
DAM APPROVAL
IN . I, 9till � +:
INC.
JACOBSEN HOMES scx $KCMV0M'� MAW=ARE.1pD1°FU"" er R.R. DA'� 7-17-97 �V' 1EiQt`
CRCHAL PROWTARY. A4 CGri7k DRAW TIME
YAMNALS OF J%Me 1 YYnL'ACIUnri. PLUMBING SUPPORT
P.o. eex 368 ne � w7MAIs ARE �m io n�
SAFETY HARBOR, FLORIDA 34695 Iacnon Nea VW IRt14M AND V= K DRANNG NLWM.
PHONE 013) 726-1138 QIi CMnODOYL PM 3EM7 nVv Gild AD—PL-0001
18
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
DAM APPROVAL
NOTES. IPPROVED BY
INC.
N°TIcEu1tA1N9 UT:
JACO BSEN HOMES wIL' IR•. ����
TI#SE sPEasicAlaRs AM DRAINNOS ARE M.T. 3-30-05
MGM. P MNVARY, MI) CartlO UX DRAWM nm
P.O. BOX 368 RATMALS OF 'A�� UN"AC1t OPEN PORCH RAILIN S
IXC WOO PATE W ARE PROVM TO TlIE
SAFETY HARBOR, FLORIDA 34695 BECP W FOR SPECi1C PLFPM NO UMT 1i ORAVMG NUMM:
PHONE (727) 726-1138 WT CONiXf" NO SECRET FROM OOERS AD-PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST do ROOF), SOLAR TUBES AND PLUMBING
4 VENTS SEE AD—PR-7007 do 7009.
MAX. ROOF SLOPE � FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE ` \ FOR ROOFING DETAILS SEE
AD-PR-7002 �� SEE AD-PR-7008
SHIP P THIS SEC. LOOSE
� (SITE [INSTALLED) �
>�— — — — — — — — — — — — — — — — — — -
FOR OVERHANGS
SEE AD—PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY —
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ,JTER SECTION RAFTERS
NOTES:
APPROVED BY
ON 14 Revised
ct 25,2007
(INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE:
DRAWN BY:
I OATS:
10-24-07
REV. LETTER:
JACOBSEN HOMES
THESE SPECIFICATIONS AND DRAW= ARE
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
O.A.
D
DRAWING TITLE:min
P.O. BOX 368
MATE MALS OF JACOO$N MMUFACMING
INC. 91M MATERIALS ARE PROVIDED TO THE
ON SITE PITCHED ROOF DETAILS
IVl
SAFETY HARBOR. FLORIDA 34695
RECPIENT FOR SFWX PU4PM AND MIST BE
DRAING NUMBER:
AD—PR-7001
® PHONE (727) 726-1138
KEPT DJIaMUL AID SEW "OUM
20
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/160 MIN. ROOF
WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKING SECURED 1MTH 7/16" X 1 1/2
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 168 O.C. RAFTER. EACH 16. O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE 11
11' MIN. SITE INSTALLED DECKING OW' RLAP
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TOALIGN WITH FACTORY INSTA LED
RAFTER FLOW. .
SEE NOTE 12
18' MIN.
MARIDGE BEAMS J
Y NOTE /4) A I DECKING MIN
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
NOTES:
I. SECURE EACH 16" O.C. RAFTER TO RAIL BELOW WIN
2-/10 X 4 1/20 SCREWS AT EACH RAFTER END. SITE
INSTALLED PIALID
RAFTER. (EA.TCHED SCREW TO HAW 1TER TOA1%4 PENETRATION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
#10 X 4 1/2' SCREWS 9- O C. MAX SPACM
3. SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
REF' CA= C-FS3 - 88.01
.7ohn C. 069aen, P.6.
K2 EngWmwr V. Inc.
WINDIO -0
ALL EXAOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
DAPIA
APPROVED BY
ri IHJunINC. 2006
FEOHuI rAMncACTuu4 xorE
commuC710M •rD iAfEIY STAMDUt05
JACOBSEN HOMES
nEscscar�u�ioameaAvansm TIM
M•K..Aa•RRTA�T. we —
owAw�TIT. O.A.
°�� 06-02-06
ter. urn
OHA n
P.O. BOX 366
UMMS ulaw Am av AAO M US A1rAMM 6
ROOF TO ROOF ATTACHMENT
A
SAFETY HARBOR. FLORIDA 34695
OM1M 9= 111R� mlow <
DRAV" NUMBER
PHONE (727) 726-1138
an e0flo Tw ra Kml nog Eros
AD-PR-7002
21
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OULOOK IER
19' O.C. MAX. BETWEEN OUILOOKERS
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
194
00
A/qr'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 OUTLOOKER
19' O.C. MAX. BETWEEN OUILOOKERS
ALL OUTLOOKERS SHOWN ARE 2 z 6 SPF /3 FLAT
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..1310 X 3'
NAILS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MAIaMUM INTO TOP do BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE
W/16I1 (5) 7/16' X 2 1/2' X 15 GA.
(SHIPPED ASSEMBLED
STAPLES OR MIN. (3) .131' X- 3' NAILSASSEMBLEDFOR SITE INSTALLATION) TO �70
(TYPICAL AT ALL CENTER BRACES) IN TFE ENDZOTE PER FASMG 001.
SINGLE 11AISS ONLY
REQ'D OUTSDE OF
3 FT. AREA
SS MAY BE
PLACED ON MO SIDE
k. NDSOI
NOTES:
1. ALL TRUSSES LOCATED 1NITHIN 36' OF THE END OF THE R
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
cummY:
PFNEIRAmt
.131 PD NAD.
5
1 1/f
15 GA.. STAPLE
8
1'
#8 SCREW
2
1' (INCL TIP)
d1RDM FA51ENIX MAY E NSIAUED VANDZONE III
FROM 10P OW DON F PElEMI N ALL EXPOSURES
IS MEAD, (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
•John C. Doeden, *Pk
K2 Enginieiing; Inc.
DAPIA APPROVAL•
APPROVED BY
Feb 05,2008
000 14rNC.
FEDERAL KANUFACTURED HOME
CDNSMCnON AND SAFETY STANDARDS
JACOBSEN HOMES
N0T1C0
TIESE �ccF1cAT+olu ANa DRA1DiGS ARE
ORtQULL. FBDPMMY. AND CDNFuuffft
DRAW �' O.A.
DATE
1-29-08•
REv tErIER
DRAWING VM
EAFEI
P.O. BOX 366
wmlws /47 �"
OF wTDws �
r� so MUMS BE
FRGYOEED
END ZONE RAFTER/OVERHANG ASSEMBLY
sAFM HARBOR. FLORIDA U695
F I rw im sroDFr FnE= MD RM K
DRAWNG NUMBER
PHONE (727) 726-1138
WT ONFOMMl IUD SEDIET IRON OnM
AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16" ON CENTER
TRIPLE WOE CENTER SECTION PEAK _
SITE INSTALLED DECKING ON PITM NO BLOCKING REQUIRED
TRuss SECnoN lE REMAINDER of AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL
ROWS OF SHEATHINO) 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)
'.INSTALLED DECKING TO HERE
vs
WNDZONE 81
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES: ENGR FR APAWu DMA APPROVAL
1. 1/e MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 %I W Revised
SPAN RATED) DECKING (EQUAL OR BETTER). ,p ri (',, O� n. F?
N 14
Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 !iIC. II �.
SAME DECKING PATTERN. I V
FEDERALKftNUFACrURED MDoE
4. FASTEN DECKING TO ROOF FRAMING WTH 7/16 X 1 1/2- X 15 CONSTR11CT10NAND SAFEWSTANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
JACOBSEN HOMES
Dim o
ot:w� er. O.A.
oAtE 10-24-07
M. LM'
P.O. 36e
1F m mwa m
�"C�
PITCHED
SUCHMW,�
Or SITE ROOF DECKING INST.
R.
SAFETY HAR60R, FLORioA 34695
PHONE (727) 726-1138
FMW FOR VOW F111l06t5 NO FNS1 It
WT CMF MM No SM RV OrdM
OR NUS
WNG
AD-PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
APPROVED BY
Revised
ON
Oct 25,2007
owoINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
�
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICE
„� �EaF,�„noNs „No DRAWINGS ARE
OR RMAL. PROPRIETARY, AND CDNFOENTA
CTUHINO
ARE! PROVIDED
INC- �, ruTrRu�s � PRo>A�D To �
ISUMS OF JACOMATERIALS
REOW FOR SIECIRC RWRPOSES AND WbT SE
KEPT CO VIDENTIAL RD SECRET FROM OTHERS
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER
n
A
DRAWING TITLE:
SITE INSTALLED PITCHED ROOF VENTS
I)RAyWNG NUmM;;
AD-PR-7005
- 24
ROOF VENTING
sg
I
I
I
I
3
W
nv too So. K alom FOR
V61l1A110f or ROOF SECTION
is (SEE GURT fOR KOlJRXNT5)
100 SQ. IN CUTOUT VENT HOLES
R N
SECTION
REQUIRED 1N FLAT ROOF
(1607 X SECTION LENGIR CUTOUT HOLES
0 TO 1S'-C 1
154' TO 31'-3' 2
31'-3' TO 46 -W 3
46-Ur TO 6 -6 4
62-6 TO -0 5
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
MARRIAGE WALLS
LOW VENT LOW VENT
•50 s0. IN. VENTS REOUIRED
`3 H1GH VENT IN SITE INSTAllyn TRUSS SECTION
c ; -A
W-�_ _
CENTER LINE OF CENTER SECTION
Inn = 9im toctl! "m KN1 too wa
10 3r-T t10K mm
Y- 10 tf - 1 ow
4w-w to a-f, : I 1 EA sQ
67 to 6ir-ir i 1 2 E& 9K
dt N1 NX 1D OKtM4 KRIS
1.1N -- TYF'. 50 S0. K ROOF VENTS �-
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
, MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
DAM APPROVAL:
AF PROVED BY
CJUN 10 ?
INC..'
LMANUFAMFIED HOME
ETY STANOAROS
DRAwm BY: DAZE NLr. U I RIC
li JACOBSEN HOMES mg ski" mo mA-m R.R. 0�-22-oa
II � or JACCIM M DRAWING T1TL� ROOF VENTING
P.O. BOX 368 0t WM lufpMS AK FMW TO lK
_ SAFETY HARBOR FLORIDA 34695 tNxwm FOt 9W PAUM MO qbT K DRAW" NUMBER:
I PHONE (727) 726-1138 ttVT cOtF1pO aK me SEM 11011 UNIX AU -
PR- %Q06
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
MARRIAGE WALLS
LOW VENT LOW VENT
•50 s0. IN. VENTS REOUIRED
`3 H1GH VENT IN SITE INSTAllyn TRUSS SECTION
c ; -A
W-�_ _
CENTER LINE OF CENTER SECTION
Inn = 9im toctl! "m KN1 too wa
10 3r-T t10K mm
Y- 10 tf - 1 ow
4w-w to a-f, : I 1 EA sQ
67 to 6ir-ir i 1 2 E& 9K
dt N1 NX 1D OKtM4 KRIS
1.1N -- TYF'. 50 S0. K ROOF VENTS �-
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
, MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
DAM APPROVAL:
AF PROVED BY
CJUN 10 ?
INC..'
LMANUFAMFIED HOME
ETY STANOAROS
DRAwm BY: DAZE NLr. U I RIC
li JACOBSEN HOMES mg ski" mo mA-m R.R. 0�-22-oa
II � or JACCIM M DRAWING T1TL� ROOF VENTING
P.O. BOX 368 0t WM lufpMS AK FMW TO lK
_ SAFETY HARBOR FLORIDA 34695 tNxwm FOt 9W PAUM MO qbT K DRAW" NUMBER:
I PHONE (727) 726-1138 ttVT cOtF1pO aK me SEM 11011 UNIX AU -
PR- %Q06
dt N1 NX 1D OKtM4 KRIS
1.1N -- TYF'. 50 S0. K ROOF VENTS �-
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
, MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
DAM APPROVAL:
AF PROVED BY
CJUN 10 ?
INC..'
LMANUFAMFIED HOME
ETY STANOAROS
DRAwm BY: DAZE NLr. U I RIC
li JACOBSEN HOMES mg ski" mo mA-m R.R. 0�-22-oa
II � or JACCIM M DRAWING T1TL� ROOF VENTING
P.O. BOX 368 0t WM lufpMS AK FMW TO lK
_ SAFETY HARBOR FLORIDA 34695 tNxwm FOt 9W PAUM MO qbT K DRAW" NUMBER:
I PHONE (727) 726-1138 ttVT cOtF1pO aK me SEM 11011 UNIX AU -
PR- %Q06
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT car
(OR SOLAR
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL W)
\ / SITSECTIONINSTALLED
OF ROOF CENTER
�— EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN. SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
SITE INSTALLED
PLUMBING VENT PPE
/(Ex
IEND 3- ABOVE ROOF)
(SEE DETAIL -B-)
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
XHAUST DUCT SPLIT
4ND FASTENED TO ROOF
)ECKING OR BACKER
VITH MIN. 4— 8D NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
_y
SHEET METAL
SCREW
0-*—FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
—VENT PIPE
(SITE INSTALLED)
--COUPLER
(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
DAPIA APPRDVAL
APP OVED BY
JUN . leN
INC.
FEDERAL AANUFACTuRED HOME
rnue'rol IlInN AND SAFETY STANDARDS
oNOTICE DRAWN BY:
JACOBSEN HOMES DATE O1-23-04 REV. LETTER:
THESE �EonGITDNs AID w„I.acs ARE R.R.
ORICKAL PROPRIETARY. AND CCIPRIOENUAL DRAWING TITLE:
MATERIALS OF 44000SEN NAKFACTIR NG P.O. Box 368 Nt SUCN MATERIALS ARE FR0Y0ED iD THE PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 KOW FR SPECI RiIPM NO EST K DRAWING NUMBER:
` PHONE (727) 726-1138 _lVT DONNgEMIAL NO SECRET RIOM DIM AD—PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
150 FELT TO HAVE A 6' MIN. OVERLAP
AND A MIN. 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENDLAP SEAMS.
h
FIELD INSTALLED 15J FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT NTH A 6' ION.
OVERLAP AND A MIN. 6' W11DTH OF ROOF CEMENT.
15/ FELT ALSO CEMENTED WITH A 6' 1WDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF.
1
I FIELD INSTALLED ROOF SHEATHING (TYP.)
I
I 6' VADTH OF ROOF CEMENT WHEN
{ OPTIONAL 15j FELT IS INSTALLED.
1
} I OPTIONAL LAYER OF 151 FELT
I I
LWI
i I i I I
I
1 ' ONE-PIECE SHWE
UNDERLAYMENT
ROOF SWARM (TWP.)
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 DE"G FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1 /2'
TO
FASTENING Djj,
NOTES: UW.VWZN ArrKUYAL'
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED Uub.
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.)tl �g��
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ Eng r1�Cifli-1g, Im-
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
VANDZONE III
(110 MPH)
ALL EXPOSURES
OVED BY
rlIRevised
Oct 29,2007
NC.
MANUFACTURED HOME
CTpN AND SAFETY STANDARDS
JACOBSEN HOMES
>� >� AM MAU=AN
`"`"'N n' O.A.
°"'L 10-24-07
"`" `L"°"
Mon
P.O.
P.O. BOX
oR1URPA. rmumIETANY: AM Oumpmun L
WMU S W 4 CO8SET1 WMi'ACRM
DRAINING WILL-
NC SIm MATEmAS ARE PROM To Ut
SITE INSTALLED SHINGLE AND Alf DFRLAYiBNT .
SAFETY HARBOR. 1l OPoDA 3�695
FLORIDA
RIMENT FTR SPBW W 00 A10 IMST
DRAWING NUMBER
rH'
PHONE (813) 726-1138
KM onaoB W MO I= IRON ZKM
AD—PR-7008
21
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
i
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
AI N
OR51
113' X MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPUED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA MATH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
i
SOLAR TUBE DOME, MATH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
DAPIA APPROVAL-
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1" X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
IFEDEALANUFACTURED
INC.
HOME
CON
RUC1ION AND SAFETY STANDAROS
JACOBSEN HOMES
NO6 AND
>KS< ons SQEOFN:AnAND ORAIVN(iS ARE
DRAIN BY:
M.T.
DATE
02-04-04
REV LE1iER
DRAWING TILE.
OOGNA . IART. AND CowMTm
„ P.O. BOX 368
YATDUALS OFJACCOSEM YANWACTUbN'
W- RXH YAWRIALS ARE PROVIDED TO THE
TYP, FLASHING INSTALLATION
SAFETY HARBOR, FLORIDA 34695
KOMI FOR VOW PORP0513 NO W6T K
DRAWING NUYBER:
PHONE (813) 726-1138
XM CDfVMUL Ago SEMI rKm ONIX
AD-PR-7009
28
ADDENDUM
GENERAL 'NOTES / TIE-DOWINS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
I VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DO Mil MEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. IMI N AIiCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTALLIT
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE Sl F ul) BY OTHERS).
S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HONES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE DIERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0• (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 9T SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CRGSS413ABER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME %-DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM NTH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION M,'D TYPE OF SOIL IN
WHICH TIC ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES.SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAMMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
10 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-D01NNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG REQU:REAENTS. AL BLOCKING DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR AL ZONES AND ALL EXPOSURES
NOTES: ENGINEER REM I'"••'•#A/ DAPIA APPROVAL'
•�` O?.�,\STE.9 cc' ROVED BY
THESE NOTES AND DETAILS ARE APPLICABLE ��•q,No.
FOR WIND ZONE II AND/OR WIND ZONE III. THEY — ENE8703571 .JUN T 510
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' .�
AND EXPOSURE V. SEE APPROPRIATE TABLES _
FOR SPECIFIC INFORMATION ON EACH. j INC
NOTICE ��/q/ o DATE: REV. LETTER:
JACOBSEN HOMES " II1III1LL C.L.Y. 5-19-95
Case sPiCN1 KTAR Am tx cm ARE
araaNAl. PROPiCETART, NiD CPNttoonla DRAN'WC TITLE:
P.O. BOX 368 NATRUtS OF JACOMN YNATACAMC TD-GENERAL NOTES
SAFETY HARBOR, FLORiDA 34695 W_ sro+ MATERIALS ARE PRO%= TO THE
aECPoa FOR SKCM PJWM AM WSt K DRAWING NUUSER:
PHONE (813) 726-1138 ON MWWTK NO SECRET TROY MYS AD—TD-0001
29
ADDENDUM
NORMAL TIE-DOIVN SPACING TABLES
ZONE II & III/EXP. C & D 1
F+,
V
�120'-0'
1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
FLOOR
WIDTH
WIND ZONE II
Y:N.OTY. ANCHOR
ER gA. END OF ANGLE
EA. YIN. B
WIND ZONE III
MIN.OTY. ANCHOR
EA. END IAN GLE
EA SECTION u1H. B
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE H
WIND ZONE III
SPACING
DL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL. HEAD
LOAD
ANCHOR ANGLE
20'-0'
12'
12'
12'
12'
8'-0,
B'-0'
B'-0'
5_0•
31501
3150#
3150#
31501
40'-50'
40'-50'
40'-50'
40'-50'
6'-8'
6'-8'
6'-8'
6'-8'
3150#
3150#
3150#
31501
40'-50'
40'-50'
40'-50'
40'-50'
24'-0'
254
26'-8'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
uIN.OTY. ANCHOR
EA. END IO ANGLE
FA SECTION YIH. 6
WIND ZONE III OR
MIN.OTY. No
EA. END IO ANGLE
EA SECTION YIN. 6
20'-0'
2
50'
2
68'
24'-0•
2
70'
3
50'
3
45'
EJ:460'
3
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WIND ZONE H1
MIN. MAX. WIND ZONE 11
FLOOR EAVE SPACING G Da-HUDANCHOR ANGLE SPACING COL. HEAD ANCHOR ANGLE WIDTH OVERHANG LOAD LOAD
20'-0' 12' 5'-4' 31501 40'-45' 4'-0' 31501
40'-50'
24'-0' 12' 5'_4• 3150# 40'-50' 4'-0' 3150# 40'-50'
25'-4' 12' 5-4- 31501 40'-50' 4'-0' 31501 40'-50'
12' 5'-4' 31501 40'-50' %w %III)ITT '-0' 31501 40'-50'
ENGINEER O DAPIA APPROVAL:
�G
NOTES: �� E
• .���Q•\STR •••t4' �'�
1. SEE AD-TT_0001 FOR ADDITIONAL REOUIREMENTS. �� �.:Q� N.. F�.�i �� PPROVED BYE
2. SEE AD-M-Do11 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS = ENE8 5
TABULATED ABOVE.
;,moo• �� �`� ►Exnuwmr�nu+ED�a�L INC.
�. F�; ••. O I A+ . • ��� .� CcnsT� Nos+�m sTT+cMCT+
NOTICE
J R4PN+D •.
c.L.Y.
DATE:
5-30-95
REV. LETTER:
JACOBS EN HOMES
THESE SPECTfTCATIOHS AND DRAVANGS ARE
DRONAL. PROPRIETARY. AND COHnoENT1A1
DRAWNG TITTF
MATERIALS OF JACOBSEN MMUFACTANG
NORM. SPACING TABLES
P.O. BOX 368
W_ SUCH MATERULS ARE PROMDfD TO THE
SAFETY HARBOR. FLORIDA 34695
REOPINT rOR SPECSC KFMSES AND IGAI BE
DRAWING NUMBER
AD—TO-0010
PHONE (813) 726-1138
IVT CONiMTIAL AND SEGRET TRCM OIHLRS.
30
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIF-DOWN SPACINGS
MAX PER AO-TD-0010 TABLE PER AD-10-0010 IMIll nX W-IU-WIU Iw&L rtx w-m-my lmxL rr .w-.v 1 .. —
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE-DOW MMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE-WU R ....
SEE NOTE 5 FOR
MASIM HDGHT
ma
NOTES:
EHONEER`R\ovA� LQ�Oii''�,�
.Etggy.(i[CW+1yE-B�/
il7VVCU I
1. SEE AD-TD-0D10 FOR SPACING TABLES.`C;�`'�G�c�TE��OFA_
Q No.
2 SEE AD-TD-0010 FOR QUANITY OF LONCITUDIAL TIE -DOWN STRAPS REQUIRED.
ENE8703571 �.
,
3. SEE OTHER DETAILS FOR BLOGONG (PIER) QUANTITY AND OTHER REWREIIAENTS.
_
IA
I v �
4. SEE AD-TD-0001 FOR ADDITIONAL REQUfREMENTS.
5. ZONE 2/EPOSURE V: 60" IIAXMUM NEWT
-
:.. $
PAt�Acr Mwwwo
CFONAIDOAIiT►QIMa1R
ZONE 2/EVMRE V: 44' NAXBIUM HEIGHT
��i��iP•
REF. CALCS
ZONE 3/EXPOSURE V: 40' MA)Wil HEIGHT
ZONE 3/E) POSURE V: 36" MAXWIA HEIGHT
IK •'���`�
�i�4�Fs+S�Q • . • • • • �� ����,`
JACOBSEN HOMES
N0710E "yjOlAYp11
THESE SPECIFXATRINS AND DRAMINGS ARE
C.E.Y.
DATE
3-27-95
REV. LETTTR:
OFOGNAL. PROP@ETANY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANLIFACP"G
DRAMANG TITLE:
FIGURES 1.0 AND 1.1
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
INC. SM MATERUALS ARE PRQHOED TO THE
FEUPO T FOR SUM PU IM AND OW BE
DRAMANG NUMBER -
AD-TD-0011
PHONE (813) 726-1138
WT CONFUNU& Aw muo FROM Omm
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
cunwnie mr_MuuAI gwhN m
FIGURE 1.0 eeeAp868ifaeepll�B�,�
„E
• 4 • No 4 _ .. •
u,
TYPICAL CROSS SECTION s,�°®ohs' • �' e
MOWING iIEDOWNS 1rP. aDGR sr=7 w"m7 ®�sASBOfLAi-ti%Q0
SEE NOTE 5 RR
Wl�lIIY NEL6tlf
mm ma (SEE of is) mm ma (SEE Km a)
FIGURE 1.1
(omm mm ON 95 l/f 1-wm CENtERs AID es• K was)
NOTES:
APPROVED BY
1. SEE AD-11)-0010.1 FOR SPACM TABLES
ONOOPI
2- SEE AD-TD-Om0.1 FOR QUANP OF IANOflUDIAI. m-IXIVIN STRAPS REWIRED.
nmis,2oo9
3. SEE OTHER DETPJLS FOR BLOCKING (PER) QUANTITY AND OTHER REWIRENENiS
N C .
4. SEE AD-TD-ow FOR AmmoNAL REQuIRMENTS.
FEDERAL MULFAC'RNED HOME
CONSTR MON AND SAFETY STANDARD
5. ZX 2/E>DSURE V: 67' MAXM HOW
ZONE 3/$VMRE 'C': 58' MAXIM HEIGHT
REF. CKM
6. WIEN ANCHOR ANCLE SHDNN ON AD-ID-MO-1 CANNOT BE ACWEVED,
GT0. 215.01 - 215.20
INSTALL AN APPROVED STABI M PLATE
NOTlC>?`
DRANRI W. DALE: KY. LETTER:
�•T os—o4—os
JACOBSEN HOMES n= wm=wA1"
WMAL. pROP11&T0Y. AHD omamo MI.
HAZE W OF dA0 M YANUFAC MIO
DRAWING TIRE:
FIGURES 1.0 AND 1.1
P.O. BOX 368 W. sm mimmu w pR wm.lo M
SAFEHONFLORIDA85 A t
���
DRAgIIG MWEt
AD-TD-0011.E
E(81)
PHONE
33
ADDENDUM
����s
�1 3
NORMAL TIE -DOWN SPACING TABLES
1 �'
ZONE 1I & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIN. OTY.
ANCHOR
YIN. OTY.
ANCHOR
S �Q
WIDTH
EA. END OF
ANGLE
EA. DID OF
ANGLE
EA SECTION
MIN. 6
EA. TCTICN
MIN. B
12'-0'
2
43'
2
55'
13'-4'
2
50'
1 2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
Da. HEAD
LOAD
ANCHOR ANGLE
SPACING
DOL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0*
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
IS-4'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
WIN. OTY.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
EA END OF
N
EA ENDANGLE
O
EA. SECTION
WIN. a
EA. SECTION
WIN. e
12'-0'
2
64'
3
47'
12'-0'
3
31'
4
33'
13'-4'
3
1 2'
3
1 55'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WIND ZONE III
SPACING
DOL HEAD
ANCHOR ANGLE
SPACING
DBL. HEAD
ANCHOR ANGLE
FLOUR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
12'-0'
6'
5-4'
31501
4T-45'
4'-0'
3150#
40'-50'
6'
5'-4'
3150z
40-50'
4'-0'
3150#
40'-50'
NOTES
ENQ;EER�_` Ooct��''''
DAPIA APPROVAL•
I, SEE AD-TD-0001 FOR ADDITIONAL REQULRELENTs
,.� Q� • . G�grE CIF �,,
APPROVED BY
op
2. SEE AD-ID-0013 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
ENE8703571 -
T 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
' *=
'
Nil , N C
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS WITH 95 1/2'(�'�
' STAT '= F Q.-?
k,
�
wm�JAa�ww
cas,�:+auosvtTTswoAl�o
I -BEAM SPACING, 96' IIA10UUNI SIDEWALL HEIGHT AND 6' MA)DLIULI SIDE
OVERHANG (6' OVET�WNC MAX EACH SIDE OF UNIT).
•, `�
���'��•.�/O1aN '�\� ``��
JACOBSEN HOMES
NOTICE: �UNt!INT
THESE sKoFlGTIMS ANO DRAMINGS ARE
//��yy,��
IH114A`¢ �
C.L.Y.
DAB' '
5-30-95
REV. LETTER:
P.O. BOX 368
HE
ORDINAL PROPR7ElW AND CONrMTIAL
MATERIALS OF JACOBSEN VAM1FACARNG
PC 2)04 U),Xmks ARE FRONDED TO THE
DRAANG TITLE:
NORM. SPACING TABLES
n
R(813)F726�D1�3846.
Ctcmwu. RPFonao�
'L—�\
DRAWNGNUMBER:
PHONESAFETY
AD-TD-0012
34
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.2
Sl% MUO 2.0 RR ALfMIN M-DOW EMOD
mu ARCIE
FIGURE 1.3
SM MURB 7.0 FOR ALTPl 13 TZ-1101R MMOD
1. SEE AD—TD-0012 FOR SPAONG TABLES AND NOTES
2. SEE AD-TD-0012 FOR OUANTY OF LONGITIIDIAL 71E-DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REQUIREMENTS
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENTS.
5. ZONE 2/EIMIRE V: 30' MAXWM HEIGHT '
ZONE 2/EXPOSURE V: 48' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 60' MAXIMUM HEIGHT
SEE NOTE 5 FOR
WON HEX#1T
C Do
>pTE
:���N No. 9F�F2
: _ CNCA7nlA71 1.
' STATa..OF
DAPIA APPROVAL
APPROVED BY0 0000r
N 14
,,
JAPE i i
INS,
�uRwaYwuTAtuI®IaIE
w�aiticronMowErcaMa1R
NOMEv"'ifpw'UN LDR" #I%- C.L.Y. DATE 5-19-95 REv LETTER.JACOBSEN HOMES THESE SPEORG+,M AND ORAgMUN1,
OFJONAL. PROPRIETARY. AND COiFSODRUIL DRAWING 71 FIGURES 1.2 AND 1.3 A
P.O. BOX 368 MATOW OF'IACOEM MWACTIIRNG
OIC. SUCH MAMMS ARE PWMM TO THE
SAFETY HARBOR. FLORIDA 34695 REOPDR FOR 9M PUWMS AND KW BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT COKMTVL AND SST FRCP OTIF M AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1
AND 1.3 FOR TYP. CROSS -SECTIONS)
uuurrrr
E+ . iPAOVAL.. ' �.�
O s"T
DAPIA APPROVALNOTES:
1. SEE AD-TD-0010 FOR SPACING TABLES.
�: Q�' No. O '•
APPROVED
BY
I SEE AD-TD-0010 FOR OUANITY OF LONCITUOIAL TIE-D0VM STRAPS REQUIRED. _
;' ENC-8703571
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS _
�• -
J "�
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
. �
V I� (�
11
�
%C'� '�ND1A� V���•��
��' Fss1p
f4DEIW �rwJACRf�H]E
Otr61RGiaArosvtnsDlCAI=
Al A�
/I
JACOBSEN HOMES
THESE sPEanuNONCE:
noNs AND oRAwNuz ARE
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
DRAWING TITLE:
FIGURE 2.0
P.O. BOX 368
ORICHNAL, PROPKIARY• AND CCHFIDENTIAL
MATERIALS CF JACOBSEN MAMIFACTURINC
„ SAFETY 695
MG SUCH WATEPMS APE PROMDED TO THE
FWSPE a
OUT 00 � 0 5
DRAWING NUMBER
HONER(813) 72FLORIDA 38
CWT nk Hn
AD- TD-0014
36
ADDENDUM
ALTERNATE TIE-DOIM SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DON INSTALLATION METHODS
SIDE VIEW OF MAIN FRAME
-DowN STRAP I
s[t OTHER DETAILS
IOR iIE-DOMN STRAP
SPECIFICATIONS.
APPnOYCD ANCHOR Wc.D_D TO
MAIN 1-BEAM (SEE OTHER DETAILS
SEE 0-TD-0200 FOR FOR WELOPM TO BE INSTALLED'
RADUS CUP DCTA!LS AT ilk" FACTORY.
(REWIRED THIS LOCATION). (YIN. 31501 WORKING (D:SIGN] LOAD
AND 47251 ULTIMATE LOAD.)
o° GROUND ANCHOR
SEE OTHER DETALS FOR SIZE,
ANGLE AND OTHER INSTALLATION NOTES.
SOLJD HEADER (CROSSMEMBER)
SIDE VIEW
NOTES:
1. SEE AD-TD-0010 FOR SPACING TABLES.
2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS RLWf,ED.
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OrHER ,TEOLLREMENTS.
4. SEE AD-TD-OD01 FOR ADDRANAL REOUIREIIENTS.
FIG URE 2.1
X 3/4' • MUST BE LOCATED
CUR INTO HEADERER WTHIN S' OF MAIN
FOR STRAP TTACh71EHT. CHASES 1-BEAU.
(fACTORT CUT)
SEE AD-m-c2DO FOR
RADIUS CLIP DciALS
(REOU O THIS LOCATION).
GROUND ANO,OR'
SEE OTHER DETAILS FOR SIZE,
AYCRE AND OVER MTALLA71ON
?�iJ..IiAJJJ� JJ+'
Al
hW AMOVAL %, J.
Ica • .�r.,
mil_ �Trl7c:'.:1: �•_
111111,1(ON
AAJJn 111 its"
mcHoR BRACKET AND TILE-DOVN
DLNICES ARE CERTIFIED BY OTHERS
FIGURE 2.2
':A APPROVAL,
NOMC4 ..-..... _.. C.L.Y. I ---- B-13-95 - - --
JACOBSEN HOLIES TrESE SaEOM0ONS AND CRAZhZ AU
CMAL PRCPWAItT. AND CO&MMAL CRAWL IG RU
�� P.O. Box 36e !fC id MOWED TO
Or JACO6ZN WAMfACTW/ifr- FIGURES 2.1 & 2.2
M MAIMALS ATO IW
SAFETY HARBOR, FLORIDA 34695 Iaa or ►oR srEonc PAwm Am mA7 E ORATING NUuBER:
PHWIE (8I3) 726-1138 ail c MIAL Pm WAMT n= OH= /4G-M-0015
37
LONGITUDINAL STRAP ATTACHMENT
TYPI0
W CLAMP, MANUFACURED BY
ENGINEERING, PART 159011
tj« „w.urACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES: DAPIA APPROVAL
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A PROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL 15 • m
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS. I N C.
FEDE AL MANUFACTURED HOME
CON RUCTION AND SAFEfYSTANDARDS
NOTICE7. DRAWN BY. DATE; REV. LETTER:
'JACOBSEN BIOMES THESE SPECHICATIONS ANDRAWINGS ARE M.T. 6-12-01 —
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:
•„ P.O. BOX 368' MATERIALS OF JACOBSTN NANufACNRMIG LONGITUDINAL STRAP ATTACHMENT
INC. SUCH MATEMX5 ARC PROMDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECIRINT FOI 94MIC PURFM AND wsT RE DRAINING NUMBER: PHONE (727) 726-1138 im CONFlDENRAL AND SEW TROY OTHERS. AD— TD-001 fi
38
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
S�� S 1 � S•
j
LONGITUDINAL TIE -DOWN
SPACING
TABLE
V
MIN. WIND ZONE II
FLOOR MIN. QTT. ANCHOR
WIDTH EA END OF ANGLE
EA SECTION MIL a
10'-0' 2 44'
WIND ZONE III
WE on
EA. END OFANGIf
EA gcT10N O1 1
2 56'
1
12'-0' 2 57'
3
42'
13'-4' 3 iI38
3
50'
VERTICAL TIE-DO)VN
/ FRAME
TIE -DON
SPACING
TABLE
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
MIN.
FLOOR
WIDTH
SPADNc
Del HEAD �- tRJID
ANCHOR ANGLE SPAaNc LOAD
LOAD
mm ANGLE
12"
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'
4'-0'
30MI
40'-50'
4'-0'
31501
40'-50'
12'-0"
12'
5'-3'
31501
40'-50'
4'-0'
3D00l
40'-50'
IS-4'
jLONGITUDINAL
TIE -DOWN
SPACING
TABLE
r
MIN.
FLOOR
WIDTH
10'-0'
WIND ZONE II
Ma. CITY. man
Ell ENDSEC IO AN.
EA SECTION WIN. a
2 64'
WIND ZONE III
UK OTT. ANCHOR
EA. END IO ANGLE
fA gcT10N uDi e
3 46'
�1
12'-0'
3 50
3
68
13'-4'
3
4
VERTICAL TIE -DOWN / FRAME TIE-DO)VN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
VA ZONE III
SPAONG
D oAD ANCHOR ANGLE
°� SAD
SPACING LOAD
AND+DR ANGLE
10'-0"
12'
4'-0'
31509 40'-50'
2'-8' 31501
40'-50'
12'-0"
12"
4'-0'
31001 40'-50'
2'-8" 3150�
40'-50'
13'-4"
12"
4'-0'
3065g 40'-50'
2'-8' 30001
40'-50'
NOTES: ENGI`P t✓V -" A A
ifk(5Vt-:D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF0 �G�S T +?C`�
'•
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE UNE W ACCORDANCE • Q �"
T -
gip 0 9 1
Willi THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE , h' ; ..
BE TIED DOWN W ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010).
INC.
2. SEE AD-TD-CIOOI FOR ADDITIONAL REOUIREMENTS. .p �: • %�} _ : • ` 11
MANUFACTURED HOME
FED
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED CO
'
XAL
STRUCTION AND SAFETY STAND
ABOVE. s `- ,
NOTICE: ��lug11 EIS � DALE: REv.lffiER:
J AC O BS EN HOMES THESE SPECIFICATIONS AND DRAW ICS ARE R.R. 8-27-96
OWONAL PROMETARV, AND 00e111OENTIAL DRAWING TIRE:
MATERIALS of JACOM MAIUFACTURRIG OFFSET
SPACING TABLES
P.O. BOX 368 MC. SUOI MATERULS ARE PRONOM TO THE
SAFETY HARBOR. FLORIDA 34695 REOPOIT FOR SPEOM PURPOSES MD "ll TN DRAWING NUMBER:
AD-TD-0020
PHONE (813) 726-1138 VVI c01/wLq No SEOXT ERIII Onm
�� 39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOYEN IIETNOD
IYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
M"ll H7GHT
ANGLE ANGLE
FIGURE 3.1
311 FIGURE 6.0 FOR ALTERNATE TIE -DOWN HETHOD
[TARES ON AD-TD-0020 DO NDi APPLY
TO WE STANDARD MULTI-YIDE SECTIONS
CF THE UNIT -SEE NOTE 1, AD-TD-00 0.1
IMP. FLOOR SYSTM-7 III TV. CROSS-1 wm
ANCHOR ANGLE ANOIOR ANGLE
FIGURE 3.2
11.11180 ALTERNATE M-DOU METHOD
NOTES: ENII` o „ �i,� DAPIA APPROVAL
1. SEE AD-TD-0020 FOR SPACING TABLES OFFSET SECTION ONLY). ���` O ' G\STF,Q '• F ��
c No. Fa'.2 APPROV ED BY
2. SEE AD-TD-D020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY) ENE8703571
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND 01HER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. [�
5. ZONE 2/EXPOSURE 'C': 44" MAXIMUM HEIGHT 9� / : �wAr�cnnra�►nE (�J
ZONE 2/EXPOSURE :0': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)ZONE 3/EXPOSURE C: 32 MA)OMUAI HEIGHT
•'•��':•'\���� �MSihR7A71AUra5AF{ITSWpy�
ZONE 3/EXPOSURE '0" 32' MAXIMUM f OGHT (44' 0 24' WIDE MIN.) �iszoAf L ��``"���
JACOBSEN HOMES
NOTICE
THEE SPECIFlCAnoNS AND DRAWINGS ARE
DRAWN BY:
C.L.Y.
DATE
5-11— 95
REV. LETTER:
P.O. BOX 368
ORIGINAL., PROPRIETARY, AND CONFlDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE.-
FIG. J.O, 3.1 & 3.2
n
�„�
SAFE
R(013) 7261D1384695
INC. SUCH MATERIALS ARE PRONDED TO THE
Ct RRPOIFSM STM
H
DRAWING NUMBER:
HONETY
CFW� SECRET � o
AD—TD-0021
I
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
MOWING TIE -GOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
..uuulluu,..
NOTES `Erz�APRROV4110L.'�i,��, DAPIA APPROVAL
1. SEE AD-TD-0020 FOR SPACM, TABLES (OFFSET SECTION ONLY). )O`(•,'���STERFC�F.L'�; APPROVED BY
P No. O•'•,
2. SEE AD-TD-0020 FOR OUANITY OF LOTT 17WAL TIE -DOWN STRAPS REQOIRED.
(OFFSET SECTION ONLY) _ NE8703571 JA 5
3. SEE OT}U DETAILS FOR BLOCC4O (PIER) QUANTITY AND OTHER REQUIREMENTS. _ •
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
TAT Q(• INC
": . •,F/�j rq � �.: ,1�W11u�tiK'l1/lD N7E
���; • /"QlAN •'�� �� cobl�,aaA10Y/STttT1A1L•Vt�
�•.sip��Al Eh����••
JACOBSEN HOMES
ANo Am
DRAWN e1. '
DAB'
'
TNESE SPEOFIGAT°s mAum
C.L.Y.
S-11-95
■
P.O. BOX 368
OMONAL, PROP(E[TART. AIM CONlDEMT1AL
MATIDO S OF JACOM MAMNACTUMNO
DRAWING TIU-
FIG. 4.D
„
HA°'c �R. FLORIDA 31695
IH_ 27CH MATERLALS ARE PRWO) TO THESAFETY
REWaT ►0t PErne PJMZ MD RM DE
.
DRAWING NIIMBER
PHONE {8T3) 726-1138
PVT tWMLq NO SECIV 1101 OHM
AD-TD-0022
41
ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES
C & D
ZONE II & III/EXP.
LONGITUDINAL TIE -DOWN
SPACING
TABLE
rt
MIN.
VAND ZONE II
WND ZONE III
AIN.
ANGLER
YIN
ANCHORLE
r
FLOOR
D O
[A. END
AN.
D O
EA. END (fir
ANGLE
WIDTH
IO
� SECTION
YIN. A
EA. SECTION
MIN. 0
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
2
67'
26'-8'
2
55'
3
M.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II WIND ZONE III
FLOOR
EAVE
SPACING
D8L HEAD SPAONG D L HEAD
ANGLER ANGLE
ANCHOR ANGLE
L-
WIDTH
OVERHANG
LOAD
-
4'-0'
36701
20'
4'-0'
3900#
20'
20'-0'
12'
4'-0'
37001
20'
4'-0'
39501
20'
24'-0'
12
6'-8'
40001
15'
4'-0'
39501
22'
25'-4'
12'
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN
SPACING TABLE
n
MIN HIND ZONE II
WIND ZONE III
v
FLOOR YIN. OTT. ANGLER
EA. END OF ANGLE
YIN. OTT
EA. END OF
ANCHOR
PdDTH EA. SECTION YIN. A
MIN.
E1 SECTION YIN. A
20'-0' 2 50'
NIA
N/A
�O
2 70'
N/A
N/A
3 42'
N/A
N/A
N/A N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II WIND ZONE III
FLOOR
EAVE SPACING
D&
DDANCHOR ANGLEL HEAD SPACING OAS
M0IOR ANGLE
WIDTH
OVERHANG
LOAD
N/A
N/A
N/A
20'-0'
12' 4'-0'
40001 20'
N/A
N/A
N/A
24'-0'
12' 4'-0'
40001 24'
N/A
N/A
N/A
254
12' 4'-0'
40001 26'
N/A
N/A
N/A
26'-8�
12' 4'-0'
40DOI 27'.., �T�fI ,
NOTES:
ENGI kit'APPR�AL DAPIA APPROVAL
rl
��
_
1. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS
O .•
n0.
_ "
2 SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED EHNE8703571
ABOVE:
_ `\
—
3. 20 HIDES -82'
MAXIMUM I -BEAM SPACING ONLY.
6�2`}7-
(�
4. 4' MAXIMUM
INSET TO ANCHOR HEADS SEE AD-TD-0031
��i ` �� _..._.....v..:..
N017CE« ��TTIT TQR111 N DATE
C.L.Y.
REV. LETTER:
6-13-95
JACOBSEN HOMES
iMESE SPEOF1CAl10N5 AND DRAMRS ARE
OMONAL. PROPMETARY. AND CDNFMr'#L DRAWING TITLE:
ALT. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
MAKRIALS OF JACOBSEN YANUFACIURING
INC SUCH MATERIALS ARE PRONDEO 70 THE
REWDIT FOR PECTIC PIRPOSTS NO Ica' BEORAWING NUMBER:
AD-TO-0030
PHONE.(813) 726-1138
ATPT CW Mnk AND SLQIET IM ODM
42
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN
SYSTEM(S)-
SEE NOTE 4 FOR
NA1m10Y HEIGHT
4- MAX FIGURE 5.0
m,J L SEE FIGURE 1.1 FOR RECOMMENDED M-DOTE WTHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TO TIE-DOAN COh77GURATIOH A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TITH A DESIGN [DAD (TOROG IAAD) RATING OF
4,000 POUNDS AND AN ULTIMATE TOAD RATING OF CODO POUNDS MUST BE USED. AN EQUIYD.ANT ANCHOR NEIsUG THE ABOVE SPECInCATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCES ANCHOR
NOTES:
I. SEE AD-TD-DDOI FOR ADDITIONAL P.EOUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 2/EXPOSURE 'C': 31C MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 27' MAXIMUu HEIGHT
ZONE 3/EXPOSURE 'C': 30- MAXICUu HEIGHT
ZONE 3/EXPOSURE 'D': THIS APPJCA71ON IS NOT APPLICABLE.
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE *0'. HOWEVER. 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 TIE -DOWNS.
....nuns..._
Cr 1ST•''•`,•'•`,
No, 66
ENE870357T
JACOBSEN HOMES
NOTICE ••`IDEAL
1K`+E=EOFICAR NS AND DRAWINGS ARE
.
OiIONAL. PROPRIETARY; AND CONFIDENTLIL
P.O. EOX 368
MATERIALS OF JACOBSEN MANNACTURING
„
SAFETY HARBOR. FLORIDA 34695
PC SUCH NATEIEMS ARE PRONDED TO THE
RLOW fOR SPECrIC PUNS AND UM N
PHONE (813) 726-1138
IOPT CONFDOIHAL APO SECRET IRON OTHERS.
ORAWN BY.
C.L.Y.
rsxl:•
tom: ter=
6-13-95
FIG. 5.0
AD-TD-0031
43
�f
ADDENDUM �g�s
�`���f'p0 CEO ALT. OFFSET UNIT TIE -DOWN SPACING TABLES Q
6
ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
YP1. Ott•
EA END OF
EA SECTION
ANCHOR
AN
MIN. a
WIN. OTY.
EA. END OF
EA. gcncN
ANCHOR
ANGLE
MIN. e
_k `4
U1�
FLOOR
D�
O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
>
25'-4'
2
45'
2 1
58'
26'-8'
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBIL HEAD
LOAD
ANCHOR ANGLE
SPACINGOBI.
HEADNG LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0"
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0"
12'
4'-0'
40001
20'-30'
4'-0'
40001
2T-30'
25-4'
12"
4'-0.
40001
20'-30'
4'-0'
4000#
T 20-30'
26'-8'
12'
4'-0'
40001
20'-30'
4'-0'
4DO08 1
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE it
WIND ZONE III
WIN. OTT.
EA. ENO OF
ANCHOR
ANGLE
YDI. CITY.
EA. END OF
ANCHOR
ANGLE
FLOOR
O
WIDTH
EA SECTION
YIN. B
EA. SECTION
WIN. B
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
v�20'-0'
�l
25'-4'
2
66'
3
48'
26'-8'
3
1 41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
HEADNG LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0*
12'
S-8'
40001
20'-30'
2'-8'
4000#
20'-30'
254
12'
4'—O'
40001
250-30'
S-2'
4000 j
15t-30'
26'-8'
12'
4'-0'
40001
25'-30'
S-2'
4000#
25'-30'
NOTES:
ENGINEER AD�Llyrurllrrll/l
DAPIA APPROVAL:
OF
.��`� C. D�,''%
...... c0 '�•
PPROVED BY
1. OFFSET SECTION MTN THE MARRIAGE LINE WALL EXTENDPIC BEYOND THE ENDWALL
SECTION MUST BE TIED DOTM THE MARRIAGE IN ACCORDANCE
,•��N
THE ADJACENT AT LINE
1ATH THE TABLES ABOVE. THE SIDEWAL SIDE AND THE ADJACENT SECTION(S) ARE TO
:
�:. Q� h0 O '.
JUN 1 4
BE TIED DOWN IN ACCORDANCE VAIN THE ALT. SPACING TABLES (AD-TD-0030).
E r�i
I
INC
2. SEE AD-1D-0001 FOR ADDITIONAL REOUREMENTS.
�QT '
ST
Ft`, -,"
3. SEE AD-TI]-0033 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
ABOVE
i.� ��'. /• y.•' a�
i
JACOBSEN HOMES
'oliI j.
THESE SPEC6TUTNio115 Am DRAWI6'�'II
)m `aaa
1W C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAMNG TITLE:
ALT. SPACING TABLES
ORONAL. PROPRIETARY. AND CCN(MTK
MAMOALS OF JA)om mwACTLMG
P.O. BOX 368
Opp SAFETY HARBOR, FLORIDA 34695
VY&ALS ARE NOMED TO THE
rsmwi1 ro AspEGre Rllc' m APO WST K
DRAMNG NUMBER:
AD—TD-0032
PHONE (813) 726-1138
IVT MWMTUL AND SE04ET rK9 ones
44
1G►•rbN 15 �� SEE ��� �
ADDENDUM
11,TAS ►tj�;R6Sof -'ALTERNATE
Lai
TIE -DOWN SYSTEM
TYP. CROSS SMON(S)
SHOWING TIEDOWNS
"I mu
FIGURE 6.0
SEE FIGURE 3.1 MR RECOMWENDED M-DOIIN METHOD
SEE NOTE 5 FOR
MA)0" ImRiT
(TA B OF AD-TD-= W-M APPLY
m THESE STAHMRD MAJT _VCE mcma
OF THE U107 -SEE ROTE 1. AD-TD-00.121
M FLOOR STSTEII7 TYP.
ARM ANU M04OR ANCIE
FIGURE 6.1
SEE MURK 12 FOR RDCOMMENDED 77-DOIEN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS M-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH ('TYPE 2)), AUGER ANCHOR TRH A DESIGN LOAD ((iORRING LOAD) RATDTG OF
4.000 PCUNDS AND AN ULTDIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQ111VB.ART ANCHOR MEETING THE ABOVE
SPEClPICATl011S MADE BY
ANOTHER MANUFACTURER WAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES: THE ALTERNATE LIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS ALL WJID ZONES AND N 607H EXPOSUM V AND EXPOSURE b', HOWEVER. BY
INSTALL,NG THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD' 1-BEAM THE MAX
2. SEE OTHER DETAILS FOR BLDOONG (PIER) QUANTITY AND OTHER REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR 1HE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020). RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACONG TABLES (AD-ID-DOIO). ENGINEER (ALSO SEE AD-M-0020 AiJ OAAA APPROVAL
5. ZONE 2/EXPOSURE 'V.- 32u AND
HEIGHT �� `� 'C .... DO O''
1;
ZONE 2/EXPOSURE b'IOMU : 24' MAY HEIGHT . � •• G E9 ' �. PPROVED BY
ZONE 31EVOSURE 'C': 24' YAXIWY HEIGHTQNo. � ' S �
ZONE 3/EV.-lwosuRE 28' MAxnFUM HEIGHT E8710
3 NIP
INC
Vv
JACOBSEN HOMES NOTICE a�► DATE: REV. LETTER
THESE SPECOr-ATIOG AND DRANNIs ARE ' �"` C.L.Y. 5-30-95
m
MORAL I'ROPRIETART, AND WOUR UAL DRAWING MTM
P.O. BOX 368 MATTOZALS OF JACOBSEN MANUFAC7LRNC FIG. 6.0 6.1
SAFELY HARBOR FLORIDA 34695 , mG 5UW NATIOdA S AM PAONOED To THE
dC
RFCPI NT FOR SPECIFIC RJtPM No WSI BE DRAWING NUMBER:
PHONE (813) 726-1138 10PT CON Mnk NO SEOV IRON omm AD—TD-0033
45'
ADDENDUM Vol%
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/E_KP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
W'ND ZONE II
WIND ZONE III
MIN. Oly'
ANCHOR
uw OTT.
ANaaR
V
FLOOR
WIDTH
E END OF
ANGLE
EA ENO OF
ANGLE
EA SECTION
MIN. A
EA SECTION
MIN. B
12'-0'
2
43'
2
55'
13'-4'
2
50,
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
D��
ANCHOR ANGLE
SPACING
LOAD DB. HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0"
39001
22'
13'-4-
6'
5-4'
38501
25'
5-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN.OTY.
EA ENO OF
ANCHOR
ANGLE
YIN. OTT.
EA END
ANCHOR
ANGLE
FLOOR
WIDTH
EA gcTHON
UK
O
EA. SECTION
ulx. e
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE' —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DO HEAD
ANCHOR ANGLE
SPACING
D OHEw
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
6'
4'4
39501
25'
2'-8'
39301
20'
13'-4'
6'
4'-0-
39601
25'
2'-8'
4000
30'
THIS ALTERNATE APPLICATION REQi1IRES1114,,000 POUND ANCHORS
NOTES
ElNGNE�(i� `PR�L .OF^ �/�4
` .........4✓ ''�i
DAPIA APPROVAL
1. SEE AD-TD-0001 FOR ADDITIONAL REOLIMENTS
���: t�G�STE9F0 Z
APPROVED BY
2. SEE AD-7D-0036 FOR MAD" PIER HEIGHTS REDUIRED FOR THE LOADS
TABULATED ABOVE
No.
= .' ENE$703571
=
5
ap
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEINALL NOT FRONT OR REAR.
� :•� `
I
INC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
y�O •'•. / 6 4 9 •���
'•� '�Xt` ' 0 �. •'
PA mmg
i>?6DL GI QIMO�LA{ITlv'[yn
I -BEAM SPACING, 96- MA10MLW SIDEWALL HEIGHT AND 6- MAXIM M SIDE
OVERHANG OVERHANG MAX EACH SIDE OF UNITS
• (�\ ��•
(6'
JACOBSEN HOMES
N079CE. 'FtN
TmEsE VENS AND DR mm ARE
CIACATW
MONAL, PROPRIETARY. AND COT#MTIAL
��rn
C.L.Y.
DAIS
5-3D-95
REV. LETTER
!
DRAWING TITLE:
TABLES
„ P.O. BOX 360
SAFETY HARBOR, FLORIDA 34695
AN
MAIMALS OF JACO89N MITFACTURING
NG SUCH MATERIALS ARE PROM= TO THE
KoplENT Fat SPEC7IC PJKZ AND M15T a
ALE. SPACING
DRAWING NUMBER:
AD—TD-0040
PHONE (813) 726-1138
IVT Nb1 WTTAL AND SEOV raw OTHERS.
it
C11
10ll� ADDENDUM
ALTERNATE 00° E SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
MIME MOLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOM INNDED TIE-DOTN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
W=M HDMT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DDIN CONF IGUROON A ST1'!E CREST PRODUCTS YODEL 573H (TYPE 2� AUGER ANCHOR TI H A DESIGN IDAD (TORT= LO D) RATING OF
4,000 POUNDS AND AN ULTIMATE IDAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIYI,w ANCHOR MEETING THE IBOVE SPECDiC mN5 WE BY
ANOTHER MANUFACTURER MAY BE USED IN IZU OF THIN STYLE CREST PRODUCTS ANCHOR.
NOTES.
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD-ID-ODDI FOR ADDITIONAL REQUIREMENTS
ALL WIND ZONES AND IN BOTH EXPOSURE V AND EXPOSURE V, HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN 57RAPS AT THE 'OUTBOARD' 1-BEAM THE MAX
2. SEE 07HER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER .REQUIREMENTS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-0035).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
4.
ENp``NF N D��.
DAPIA APPROVAL
ZONE 3/EXPOSURE C': 8' MAXIMUM HEIGHT
ZONE 3�DSURE 'D': 28' MAIOMUM HEIGHT
fq • �F -.,,
APPROVED BY
'�•� �O?�G1ST
o• F� �• '
5 10
5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES
•'
riEa
IN:.c;,=iE
INC
�.'• STA9�9�QpF
100*11111
HOMES
NOMCE-JACOESEN
THESE sP munm w mu,,`;m"
"' �� C.L.Y.
°A� 5-30-95
MY. LETTER:
P.O. BOX 368
OppMATERINS
M MAC PFOKI aY, AM CCNFLOIM
OF JAC11851Ti MAMIFAeuM
W_ M MAIERWS ARE q,� To THE
/-'1
DRAWING RTIE:
FIG. 7.O
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
ISlpw fat 91= AffiP s No Mw K
OUT CWWTK AID mmT Taal omm
DRAWING NUMBER
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL `B'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
L
-BEAM
I DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PROT;gl3pN,,AT LONGITUDINAL TIE CONNECTIONS ALSO.
�- sT11
.'qF' I DANA APPROVAL:
• Q 910334
0 APPROVED EY
STATE OF :'ccIN I
FfDERAI kMUFACTURED HDh1E
' s/pN •`` Z frD�IAISAF i>A
IE D AND AT FIED OTHERS NOV 2 4 INN
JACOBSEN HOMES
NOTICE;
THESE sPEancATas AND ORAWNCS ARE
DRAYM BY:
M.T.
DATE:
11-18-98
REV. LETTER:
ORONAL. PROMTARY. AND COWDfNTU1
UATM"LS OrJACOBSEN 4ANUFACTURNG
DRAMNG TITLE:
B
,��
P.O. BOX 368
MISC. TIE -DOWN
SAFETY HARBOR, FLORIDA 34695
INC. SUDi UATERIAIS ARE PROWED 70 THE
RECFIHT FOR SPECFIC PURPOSES MD MUST BE
DRAHING NUMBER:
PHONE (813) 726-1138
KEPT COiMnk AND SECRET TRW OTHERS
AD—TD-OOSO
48
ADDENDUM Res
NORMAL TIE—D
ZONE II &III/EXP. C & D TABLES
LONGITUDINAL TIE —DOWN SPACING TABLE
l�yo
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
InN. OTT.
EA. END OF
u sEcnoN
ANa+Da
ANGLE
MN. D
Np1 On
EA. END OF
E.A. SECTION
ANDIOR
ANGLE
Iml. e
364
3
40
3
25
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 11
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
sPAaNG
DBL HAD
Ava�R ANCLE
SPACING
LOAD
ANLHM ANGLE
30'-8'
6'
6'-9'
31501
41-46
5-5-
31501 1
44-49
LONGITUDINAL TIE —DOWN SPACING TABLE
\0
O
MIN.
FLOOR
WIDTH
VIIND ZONE d
WIND ZONE 01
MIN. T.
EA. END OF
u sEcnDN
ANLE
ANGLE
Of. e
EA. DO
EK10F
O
u SECTM
AN LE
ANGLE
NDL e
364
4
42
4
25
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SI'AONG
D LOAD
AN01Qt ANGLE
SPAONG
LAD
AN010Ei ANQE
30'-8'
6'
4'-6'
31501
46-50
4'-0"
31501
49-52
VANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.4
REF. CADS G w,c� _ 14. GI —
,,,1TtIlIILLITT,�,
NOTES:
I. SEE FULL ADDENDUM FOR ADOI710NAL REQUIREMENTS.
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
�0. �. ..
'' G ST R •
\No. Fo'-:
910334 - z
{r eeo * =
OW APPROVAW 0 S
M/iK
APPROVED BY
INF14INC.
STATE OF'
'�:, 0 '��`/
`N
o�an�aauuowa:trswa�oc
JACOBSEN HOMES
■
P.O. BOX FLORIDA;;
SAFETY HARBOR, ORI34695
PHONE (727) 726-1138
N
TNE9: �Et7i1GTICHS0NS AND
ND oRArrNCs ARE
ORICINAL• PKIWTART, AND LXfMNTIAL
9H W � � D T1in
FUAENT FOR SPCOLIC S OM IE
MIDI cautoatut MD gmo mom Dnats
AWN BY.
M.T.
DATL
2-8-99
REV. LETTER
DRAWING TITLE:
NORM. SPACING TABLES
DRAfl1NG NUMBER
AD-TO-0070
49
ADDENDUM[
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET mom HEAD
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE 20 FOR ALTERNATE IE-DOWN WHOD
FIGURE 10.1
SEE FIGURE 50 FOR AL'IMAlE 'DE -DOWN MMD
%
1. SEE AD-TD-0070 FOR SPACING TABLES
:.; NO.
2. SEE AD-TD-0070 FOR WANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
z 910334
3. SEE OTHER DETAILS FOR BLOCKING (PEER) QUANTITY AND OTHER REOUREMENTS.
SEE
OF �ac
4. FILL ADDENDUM FOR ADDITIONAL REOUREMENTS.
s. ZONE 2/EIPOSURE V. ss' MAXIMUM
,.-0 : STATE ;
t 'p
HEIGHT
�',���: ' 1 A� •'`GNP c
ZONE 2/EXI'MK V- 40' MAXIMUM HEIGHT
ZONE 3AX POSURE V: 56' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 40' MAXIMUM HEIGHT
..
'�i� s',� ✓�' \�'
�i�,, �• ����
JACOBSEN HOMES ffM SPELTF1CArvTIONs NO ORAANCS ARE
ONWAL, PRO14OUARY. AND COXFOEMTIAL
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING
„ THE
SAFETY HARBOR. FLORIDA 34695 M SUCH MATERALS ARE PROVIO D TO
NEOPDIT FOR SPE= PURPOtTES AND MW BE
PHONE (727) 726-1138 ID'T COMFIDENIAL AND SECRET FROM OTHERS
Iz SE NOTE 5 FOR
Mn" NOW
IAQNDZONE III
(110 MPH)
20 PSF RO
10 PSF D.LOF
APPROVED BY i
ON 14
INC.
FEDENL MNAHF,CIUIiDM01E I
C0j511ULDDM``M�gO1�Ss"ff Svm m6
e�li'ri� 1: it -04
M.T. 1 3-1-99
TITLE_' FIGURES 10.0 AND 10.1
NUMBER:
AD— TD-0071
REV. LETTER:II
50
ADDENDUM.
NORMAL TIE -DOWN SPACING TABLES
ZONE lI & III/EXP. C & D
IVQM%'5
S%t 1p 3
1p
j LONGITUDINAL TIE -DOWN SPACING TABLE
(1� MIN. WIND ZONE n WND ZONE QI
BOOR A. CITY. ANGLER OTY AN ANGLE
v WIDTH EA. DID OF ANGLE EAA.. DO OF �0 Lax. UK EA. SECTION e
154 . 3 45 3 35
VERTICAL TIE-DOlYN / FRAME TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACINGLOR9
D9L HEA9
ANGLER ANGE
SPACING
O L KA
LOAB
AxaIER ANGLE
154
6' EACH SIDE
6,-10'
3150i
40-46
5'-6'
31501
42-47
j�
O VV
�U
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
VAND ZONE II
WIND ZONE
III
Ma• T.
EA ENDD OF
EA. SECTION
ANCHOR
AN
MIN. 6
A. OY.
EA. Da OF
EA. SECTION
ANCHOR
N1ClE
YIH. B
15'-4'
3
30 -
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WIND ZONE 0 WIND ZONE lu
FLOOR EAVE DBL trap DBL HEADWIDTH OVERHANG SPACINGDBL
LOAD MOM ANGLE SPACING ANCHOR ANGLE
15-4' 6' EACH SIDE 4'-6- 31501 42-50 4'-0- 31501 44-50
NANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. �, rl; -�2, (/I - 12 , 1G
NOTES: ENQ`I �Pf'�OV r�� lam, �i.,�DAM APMVAI.
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS. ���Q',STEgf•YF`l
2. SEE AD-TD-0073 FOR MAMMILIM PIER HDGHTS REWIRED FOR THE LOADS
Q No. Fo '•. APPROVED BY
TABULATED ABOVE 910334
3., MAX EAVE OVERHAND REFERS TO OVERHANG AT SDEWALL NOT FRONT OR REAR.
-a •. STATE INC.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1 /2•
I -BEAM SPACING, 96• MAXIMUM SDEWALL HEIGHT AND 6r MAXIMUM SIDE �� ••• D P • �` FMPA
�
OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT). ',� �`s ' \ �` oolat�v�AloiwRlRtwcwta
,
f�
JACOBSEN HOMES NOTE ��LI I� BY: DAIS REV. LETTEtt
n�Es< sPEoncATroNs An oRAw,a ARE M.T. 2-8-99
OR)MAL PROMETARY, AND CNIDENTIAL DRAWING TITLE
-
P.O. OF AACOBSEN UMWAMRMG
„ P.O. BOX 368 we soa UATOULS ARE PROVOCO TO THE
NORM. SPACING TABLES
SAFETY HARBOR,
1395 Pio wsDRAWING NUMBER:PHONE 726-18 Kcar+nKNTK ANDMIWoHM AD-TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-0012 TABLE PER AD-TD- MI2 TABLE PER AD-TD-0012 TABLE PER AD-M-OX2 TABLE PER AD-ID-0012 TABLE MAIL
FIGURE 10.2
SEE FIGURE 2.0 FOR ALTERNATE TEE--DO►N XMI)
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
s SEE NOTE 5 FOR
MAXIUM HEIGHT
N
ANGLE
OF ,,� FIGURE 10.3
( ) SEE FIGURE 7.0 FOR ALTERNATE M-D011N IiEt'fIOD
NOTES:
1. SEE AD-M-0072 FOR SPAM TABLES AND NOTES.
Z SEE AD-M-0072 FOR WANITY OF LONGITUDINAL IE-DOW STRAPS REOURED.
3. SEE OTHER DBMS FOR BLOCKM (PER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE ROLL ADDENDUM FOR ADDITIONAL REQUREMENTS.
5. ZONE 2/bIPOSIX V: 56' MAMMUM HEIGHT
ZONE 2/0FOSLIRE 'D': 56' MAMMUM HEIGHT
ZONE 3/0PO9IRE V. 56' MAAMUM HEIGHT
ZONE 3/0P0SLlRE V.- 56' MAIOMUM HEIGHT
JACOBSEN HOMES
„ P.O. BOX 366
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REF CALLS. C u� - 9 z
ENq - 'w, DAPIA APPROVK
v
• e. �i
No.
910334
-q. STATE CF
THESE SPECIFICATIONS AND DRAIMGS ARE
ORIMIAI. PRMUETARY. AND OOF MIAL
MATERIALS OF J C08SER MANUFACTURING
FNC SUCH MATE36ALS ARE PRONGED TO THE
F OMY FOR SIWX KIWMES AND MST BE
PUT CONFNDIGAL AND SEDTEI FROM ODDS
NANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
Jrw
APPROVED BY
000rA I
'N
FID)EIYIMNQAf:IY®IOE INC.
(OiAICR111AlORM��OTIq
x004
M.T. DATE 3-1-99 REV. LETTER:
FIGURES 10.2 AND .10.3
L AD-TD-0073
52
ADDENDUM �g�5
OFFSET UNIT TIE -DOWN SPACING TABLES
N 1
11•
ZONE II & III/EXP. C & D 11 �,
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE A
WIND ZONE W
FLOOR
NIK CITY.
ANCIICR
WL CITY.
ANCHOR
EA. A END OF
ANGLE
EA. OFE
RIM
.�O v
ESL sEcnoN
uK a
EA SM sEcU
wt s
12W
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.
WEND ZONE I
IWND ZONE W
W�
OVERHANG EAVE
�'
�LOAD�
ION An ANCIaF
SPACING
LLOADD 08L HEAD
ANOHOR ANGLE
12'-0'
12'
5-0'
31501
40'
4'_0'
31501
39'
IS-4'
12'
5'-0'
31501
41'
4'-01
30001
40'
15-4'
12'
5-0'
31501
43'
4'-O'
3=1
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
IM ZONE NI
FLOOR
HL CITY.
ANCIN
MN. CITY
ANCNOt
WIDTH
EA. EOF
ANGLE
EA END OF
O
EA.SEC tlaN
MIN.. a
EA SECI�
IN
MIN. e
12'-0'
4
45'
4
60'
13'-4'
3
45'
3
60'
154
3
r 45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
NO ZONE I
WIND ZONE M
FLOOR
WTH
EAVE
OVERHANG
SPACIIG
In
ANCHOR ANKLE
SPACING
WIL HEAD
I=
ANm ANGTE
12'-0'
12'
4'-0'
31501
40'
S4
30001
3r
13'-4'
12'
4'-0'
30651
41'
S-0'
30001
39'
15-4'
12'
4'-0'
30651
43'
3'-0'
�1
41'
NOTES: it6f - C4Lz5, c- sL - 1.6 O1- 16 , lL
ENGIm API'jIQY11L�N iff.., REF. ULCS.(C— 0- 17,01 -
•••
1. OFSECTION WITH THE MARRIAGE LINE EXTDM BEYOND THE ENDWALL OF
#'. •. G. D
. • •• • •.O�Q •ems l %� &*FSET
'•�
THE AOJAM SECTION MUST BE TED DOYIN AT THE MARRIAGE LK IN ACCORDANCE
�• �..rY�'TfIF�Cq� M&D BY
WITH THE TABLES ABOVE THE SDEWAIL SIDE AND THE ADJACENT SEC110N(S) ARE 1T)
BE TED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (SEE AD-ID-0010
'AND
•
• � X
FOR 12W ! 13'-4' WADES.AD-1D-0070 FOR IS'-4' WDES�
�JUN
2 SEE AD-TD-0001 FOR ADDITIONAL REWREMENTS.
S # STA C
I SEE AD-TD-0081 FOR MAXDAI I PER HEIGHT REQUIRED FOR THE LOADS TABULATED
s ••.� P .••• Q+�, I N ` •
OR
ABOVE
.• �44'� lmANURUND HOME
QAffr
JACOBSEN HOMES
mm s > Am m
: r .s��°`•T• 6-8-04
MY. `�
,. P,o. Box 368
.
�K• WMARY,
K AM W
DRAWNG TIDE:
OFFSET SPAaNG TABLES
DRAWING N� AU—TT)-0080
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
ffi7w FOR SFM PIAIPM
XIFT OoIIIIOE mx AND swmv
e�
,63
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVING DE -DOWN SPACINGS
FIGURE 11.0
SN MIN 4.0 MR ALi®N E 711-DOIN TD?TBOD
TYP. CROSS SECTIONS)
SHOWING MOONS
SEE NOTE 5 RR
YAwm IBQR
(TNILES ON AD-m-OHO Dam APPLY
M HE SHAIDAD 140-M sEleaollS
OF NE MIT -SEE NX % AD-16-M]
TIP. FLOOR SVM--7
>• i AIKIR AIM —N It f I— mmm AMQE
ME c���G• FIGURE 11.1 C )
sv- lz,°(- l6� l2
so mm a >amt AEtIiATB tDI-ma s®
Tr.
ANM AIIQE—N R
(FF c'4lc'
FIGURE 11. Qc'g°
pi Boa ATa>mruts �notm �oD
NOTES. O"wv_
008% ^ ��?� DAPIA Armuvm:
1. SEE AD-ID-0 FOR SPACING TABLES (OFFSET SECTION ONLY ~*'•�'�ftFl {t`'s APPROVED BY
2 SEE AD-TD-OODO FOR OUANITY OF IONQTUOIAL TE M -W SWAPS REMI ED. �� 'C,i� 9�•. �/
(OFFSET SECTION ONLY) o.00454 �'-
'I SEE OTHER DETAILS FOR BLOCIQNG (PER) GUANTITY AND OTHER REQUNNEINEHTS.
4. SEE AD-TD-0001 FOR ADDr110NAL RENREMDNTS.56 pL
0 E i/El b'r u L -3s• FOR 12'-0. WIDE UNIrS �, 9� A, „ QP
ZONE 3/E)a'OStIiE 'C: 48' MAXNYIIM HEIGHT l31� • ,
ZONE 3/EXPOSLK V: 40' MAXIMUM HEIGHT s si' •-•...•••r
D TzoTT
JACOBSEN HOMES T, etirr"
THESE sPEa1cA11ons CIRD DRnwlrGs AARERE
ORMUL. PROIVETARY. AND COIiDE M DRANING
P.O. BOX 368 MAIQIALS OF JACOBSEN YANWAC111 M
INC. SUCK UA1i MS ARE PROUDER 10 11E
SAFETY HARBOR, FLORIDA 34695 ROIPEAT FER 901C RWOM AM MAT BE
PHONE (727) 726-1138 IIPT WfE VIAL AND SUM FrA GUM
JUN 11 20
INC.
UREO HOME
SAFETY STANDARDS
DATE: M.T. A6-8-04
FIG. 11.0, 11.1 & 11.2
It:
AD-TD-0081
w
54
ADDENDUM
ALTERNATE OFFSET UNIT TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR TYP%,,S-
#,•% %_ Sill
NOTES: ..��STEgFO
I. SEE AD-TD-0080 FOR SPACING TABLES (OFFSET SECTION ONLY). N0. •.
L SEE AD-TD-ODSD FOR OUANITY OF LON(iIUDIAL TIE-DDVN PUPS REOUIREO. � 910334
(OFFSET SECTION ONLY)
I SEE OTHER DETAILS FOR BLOCKING (PIER) Dummy AND OTHER REOUIRENENTS. .0 STATE Of ,•
.�
4. SEE AD-70-0001 FOR ADDITIONAL REOUIRENENTS �9��• •,Np(a��p `
SEE ClfG:S, PG,
G- sd- 16 .Gi
SECTION
y i� Lei � I I \'•� �,.�.
:P.A. IOANJUFAMIAM li' A. -
STRLIG110N file•[) SAFE Y STA :u;i;_•S
JACOBSEN HOMES NOTICE: DRAWN BY: DATE REY. UTTER:
TwESE �ER7I1R:AnoNs AND DIIAIMNGS ARE R.R. 5-9-01
ORIGNIAL PWRRIIARY. AM CONFIDENAAI DRAWING Ti1i.E:
P.O. BO% 368 UVERRuks of JACOBSOi MOWACTINIM FIG. 12.0 —
SAFE7Y HARBOR. FLORIDA 34695 M4. 9KH MAVF S ARE PROMDED TO THE
PHONE (727) 726-1138 R�rr°iiI VALrOlt LANOXCREisAND FI o�ilclK�s DRAWING NUMBER AD—TD-0082
56
ADDENDUM����S
'u101
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES
1
ZONE II & HI/EXP. C &
LONGIT
INAL TIE —DOWN SPACING TABLE
,�1
NK
WIND ZONE N
WIND ZONE N
an
ff
mom
IWGLE
uK on
EA. Q
mc"m
ANGLE
Q
FLOOR
WIDTH
SfCA0I1
XC
Ytl A
EA. SEC110N
S
1®L A
O�
w�
Y6'-g'
3
42'
3
53'
3
57
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
i SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE 0
SPACNC
L WA
AN01M ANGLE
SPAM
08L WAmm
LOW
ma
EAW
WIOO
OVERHANG
26'-8'
r
6'-8'
31501
40'--50'
6-4'
31501.
4O' 50'
30'-8'
6'
6'-8'
31501
40 -50'
5'-4'
31501
47--50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
MIN.
WIND E Y
WIND ZONE M
of
END OF
AN01E
ANGLE
IL on
EA. OF
mim
ANGLE
w�
FLOOR
WIDTH
secnoy
MIL
EA. stc= nGLl
1alL A
O�
26'-Ir
4
41'
4
57
30'-8'
4
51
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE A
WIND ZONE 0
�' CK
m WAD
man ANGLE
SPACK
ML HEW
LOW
ANM ANGLE
FLOOR
EAW
WIDTH
OVERHANG
LOAo
26'-8-
6'
5'-4'
31501
40'-5(r
31501
40' 45'
6'
S-4'
31501
40'-50'
4'-0'
31501
40 -45'
1NNDZON: M
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM
++,,��illflfflj.
•
i
OW APPROVAL
GtiwtIcq :'+'
APPROVED BY
1. SEE R AL ADDW= FOR ADO IMAL REMAlUENTT
Na 0045484 •y
Oro
2 SEE AD-1D-M FOR W>QNIIY POt F EIM REQUIRED RR THE LOADS
rN
.t
TAB"18 ABOVE
INC.
�++r��/'•., �OR1� .� �.
FEDERAL MANUFACTURED HOME
`;�•
'i+JSTE•a p ECjG'�
CONSTRUC110NANDSAFEr(STANDARD� �
'•/, 1it"
JUL
JACOBSEN HOMES
NOnC&
rAme em�
1m �1m
MANI BT:
M.T.
DATE
o�-2a—o4
REV. LETIM
DRANNG TIRE-
108' HO 9DEWALL SPACING TABLES
ILA
MmAL pROPi UMX AM ao�u�
MA,� OF � WWA
P.O. BOX 368
SAFETY HARBOR, FLOROA W95
PHONE (727) 726-1138
W_ 20 YAiAUJ AM FFAN D 10 1E
RgpW P01 SM P0i'W NO W9 E
WT cos>oamm MO smW FFM OXW
I
DRAMNG NIMIBEit
AD—TD-W83.
56
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING IE—DOWN SPACINGS .
TYPICAL CROSS SECTION I I
SHOWPIG TIEDOWNs Tr. Rm
AHHOHOR MGLE
AM M HEM
FIGURE 10.0
FIGURE 10.1
TV.
Si NOT S HTIR
Illm 111 HEIGHT
ANm X E
v_- Ig•01— (0..z
VANNONE 0
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES:
1. SET: Ao-To-6oaT FOR SPACNC rA�
ao Cif` •'�F
�A
' ���
'�.
D PIA APIWIVA :
?
APPROVED BY
2. SEE AD-M-M FM aAMTr OF UNGMIDIAL TE-000 STRAPS KQA M
a
�
1 SEE OTHER DETAILS FOR 111.00M (PER) OUAMI1Y AND OTHER MCILI F OM
C
i
4. SEE PULL AMEHDLIM FOR AMMON& REMM311ENTS,
T¢ • %
S ZONE 2/01POS K W: 36• MAIDMM HEIGHT
ZONE 2)UPOSLK V: 23r MAXMN HEIGHT
••
%
~" 'y S ,�t�,
r• ��, '••.
Q ,��
�
I v
1
C.
ZONE 3/E1�AE V. 36• HA)61M1 HEIGHT
ZONE 3/EXPOSLRE V. 3Y MAIM HEIGHT
`OR�
&If* �il��.,r �•'!.
' ' •
�� ,�
FEDERAL MANUFACTIKO HOME
RLIS
CONSTRIICTICTNA1T1181AtFEHY;f
6. ALL SPECWATIM ARE BASED ON 21r ROOF ANGLE MAX-
�Iof ED �N"ibl..
� '%(iC11
JACOBSEN HOMES xo1>�:-� of :. �� �. ��o
„� �,,,,,s NO oRA+�s ME , � : M.T. 07-20-04
rT
a1eaMK. Twxr N+o Oois�tx�ul DRAgMC 1T1Es
P.o. sox 36B �; " nGl1RES 10.0 AND 10.1
SAFETY HAREN K FLORIDA 34693 �R � E pp KW K DyI
PHONE (727) 726-1135 WT ONEM = Sr Rm obey AD—TD—OM
57
ADDENDUM
108" HIGH SIDEAd[b TIE -DOWN SPACING TABLES
ZONE A & III/EXP.. C k D ti0.
LONGITUDINAL TIE -DOWN. SPACING TABLE
mH.
in ZONE I
WE ZONE II
FLOOR -
w an ARXn
ux OR
AHORO
WIDTH
Ell W OF ANQE
6L FAD EF
MCLE
Eel SEC°OI lox 1
EL SECIV
MIL I
214
2 58'
3
43'
3
45'
_ VERTICAL' TIE -DOWN FRAME TIE -DOWN SPACING TABLE
ACN UAL - WND ZONE I WIND ZONE 19
7ADTHH OVQt G OR EAVE �AONC LOA MNW AHORaa ANTE SPACiIC u AN0lgR AMQE
6'. 6'-8- 31501 49' S'-4' 3150 45'
24'-O'
6'
6'=8' .
3150
49'
Y- 4-
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
WN.
W01D ZONE I
U ZONE III
FLOOR
Ot QTY.
ARO1lTR
lox Olt
moo
WITH
EA Do Ot
AMC1E
EIL DO OF
ME
O
r�
EA. SECM
NN. 0
EA SEC110
H L 0
13'-4'
3
48'
4
43'
14'-0'
3
5T
4
•45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
WIL
VAX
WIND ZONE I
WIND ZONE 19
VAOTHH
OVERHANG
SPAM
LUD
AHGRDR ANQf
PAM;
MaE
LOADANWI
214"
6'
5'-44
31
47'
4'-0'
3IR
43'
24'-0*
6'1
6-4'
31501
47'
4'-0*
3150
4Y
108' MAX SIDE:WALL HEIGHT wwDZONE 11/10
(110 MPH)
20 PSF ROOF
10 PSF D.L.
Rff. CJ1=
NOTES:
•`;•(1F'c.
oAPu► A�aovAl:
•
RE A FU 1. S
FE LL DDE7ROUY FOR ADDIAONAI. OUFtEl1DRTi a
�� • • �`+ s
: G$ h� +
APPROVED BY .
ON
2. SEE AD-M-M FOR MA10 N PIER HE1f O REOUW FCR THE LO
YAOLLATEO AWVL s
Dec. 13,2006
r o -�
ING.
ATE
KVWACnM W W
connrtucnW Amp SAFETY STAilDMOS
JACOBSEN HOMES
AiS85PE0nCANmaA�DRAM=w
ew R.R.
11-28-06
�t RETTER
P.m Box Jma
ORM7MAL M AM CUNFMVL
YAIMMS CF MCOM nAMWAMOMQ
IC SM VAUXXS AM PPMU to lK
DRAMN6 A1LE
108' HIGH SIDEWALL SPACING TABLES
SAFETY HARBOR,) FL0Rl0A 34695
PHONE (t27726-113a -
A� IQ SM Rw= AND = K
1si CDOMPAL M SWI[1 FY= 4*=
DRAW NIAIBEfR: A�_�--0085
58
ADDENDUM
TIE= D4 WN SYSTEM
MCAL SIDE 01VAIM
SHOWING 1[-" SPA00.
TYPICAL CROSS SECTION
SriOWu(G TIEDOMS
TV. ROOT
•FIGURE 10.0
-
TIP. @0*tD6LR
—� /
WU AAi Inver
r ANm mu CR A1FRo1ED SIABIL1Ql
SETA00
16TALED Tt1N wo WR M33A
9]E
M X�
FIGURE 10.1
`110 MPH)
or I,.)
20 PSF WOF
10 PSF D.L
REF. CALLS
,tstN:!lttl��
N0� 10-Does FoR SPAONO U Es
`•. •...
+'
DMA R RMAL•
APPROVED BY
�O. `�'�;.�i1�
L SEE AD-10-M FOR OUANITT OF LOWILIDIAL K-DOW STRAPS REQIt1ED.
1SEE o>tIL1I DETAILS FOR eloaa4c (PER) OUANnTT AND onTERR
REDUTAEYENTS
!v?. C+3 `
4. SEE 4U.L AOMMim FOR ADOITPIAL REOIME11EK1s
:ON
Deo 13,2006
PINC
S ZOKE 2/DPDM Y 4C UMN KE W
ZDW z/W0� �: 21r YAWN NW(T
«
� i �.�:
ZONE 3"09RIE -V- 44. 41A101RAI KE16KT
ZONE 31UPO K b: W YAM W HEW
: +n .-
'p '. ps . � � ;
•��+•
�
rMRa uuNAcAe�uNeo NorE
C0167RNLTIDN AM WEW tTANDNnS
6. ALL spancovis AK BASED ON 20' ROOF ANQE YAX AND Ioe MAX
90E11ALL NEn11
• L�17��±Y.•
C% C "••..• �
,,y1
JACOBSEN HOMES
Alit%�Vx
WX� =e AAA
R.R.
DATE:
11-28-06
I LL IEi1Htk
DRAVIC 1TILL
FIGURES 10.0 AND 10.1
WOOL M OUML AD 0"COHM
"AWRU °i AWOM 1OIAIfK7AW
\� P.D. BOX she
W- 2101 UA1Du13 Alt FttM TO IK
DRAWN MINER:
Ali—M-0086
SAFETY HARBOR, FLORIOA 34693
PHONE (727) 726-1135
Im w RX vwrc pj r AND n K
err CWMIAL wo RM nor CUM
-
ADDENDUM 1c�R�s
(108 PIDEWALLP) � �,
NORMAL TIE -DOWN SPMdINC TABLES '
ZONE II & III/EXP. d & D ��-
LONGITUDINAL TIE -DOWN SPACING TABLE
{1
�lir
0h Z I
Z04E 1
OT14
t
o O
•
t�r
FLOOR
00
Lk%M*
�Il 6
FA SECXh
`IMi 0
121-0`
2
53'
3
40'
1
13 -4`
3
3T
3
1 46'
3
46
4
40'
VERTICAL TIE —DOWN / FRAME TIE —DOWN PPAOIN0 TABLE
VN.
VAK
D ZONE H
ZONE HI
VAX
am ,�.
SPA*
VAX m
Ahow At ,
FLOOR
*DTH
EAVE
OVERHANG
12'-0'
6' EACH SIDE
5'-4'
72`
35' TO 4a
T-4'
x
45'
13'-4'
a EACH SUE 1
5'-4'
80`
35' TO 40,
5-4'
42'
4S
15-4'
6` EACH SUE
I 5'-4'
80`
40'
S-4'
46'
4T
LONdITUD1NAL TIE- DOWN JPACING TABLE
NOw
ZONE li
LONE III
FLOOR
OTT;
s
OTT:
Or,
40�
EA C110N
�1. 99
EL SECTION�l
e
12'-O'
3
.
44
4
40'
13'-4`
3
52
4
45'
15�-4`
4
44'
4
56'
VERTICAL TIE -DOWN / FRAME TIE -DOWN OPACINO TABLE
VAX
OD ZONE I
zoNE 8l
SPA*
V��R
AhM kW'
SPA*
YAX m
Allo0 All *
FLOOR
1MDTH
EAVE
OVERHANG
12.-0
6 EACH SCE
4'-0•
72`
37'
4E-0'
34'
40' TO 45'
13'-4'
6 EACH SIDE
4'-0•
V
40'
4'-O'
W
4O' TO 45'
15-4'
r EACH SK
4'-0'
ff
40'
4'-0'
42'
40' TO 45'
• NOTE: WHEN ANCHOR ANGLE FROIrt VERTICAL CANNOT BE
REF. CALM
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE 15 FOR HOLIES SET IN FLORIDA)
Np d:
EN ....... �` ^ rr DAP9A APPROVAL:
s,�� �, ;� ;... -, :f P APPROVED BY
• '✓
1. SEE FM FOR AWRONAL REOURtEIIENM
;+ •-
��,:
'�
Z TAB1E BASED ON AitCF10R DRIaNc LOAD OF 11501 AND D"*k TIE TO
O�� �
o is.. `r� -: �.� Mar 25,2008
.NC.
�7R...rlll.RED
I VAX EAVE OVERHANG REFERS TO OVERHANG AT SDEWALL NOT FROIIT OR REAR
.. NWE
� f7/ �.��]F. •: .. CON9MCNON AND SAFETY STANDARDS
"
4. TA$FS APPLY TO 1�4' 160' AND 184' FLOOR �TH � 95 1/i
SPAW, for SOEWALL HFJP/1T AND 6� WE
y'�;ii : ; •- -' `
OyfRHANC (6' C EAOL SIDE OF 00111�'•;�1L/:�iv'�:•
�
t
,If u" 't'�••• • . `'��
i STAmm PLATES ARE REOtA O ON SDE1kALL A1t010RS AND LOWTUMAI.
ANDm SET N FLORDA, SEE DIIV RULE jr- uncnx WOO 29. t999
� 4`
t�j r7 p �t3 .fit
J ACOWEN HOMED
NOROd�
� ��fA� MID�A ARL
OA :
D.V.T.
DATE:
1z-11--07
REV. LETTER
oRA �Tc TITLE-
MomNORM
P,o. 80x 3Ti8
+ L AWA�w
eSsuhDNIAaWd bi PNOY�OYFpD� W1 iHF
SPACING TABLES
DR G pp_ Tp-0087
nwn SAFETy PHO MDR. FLORIDA 138 95
+��TOdF1pE1 Alp Y :Rall oio�s�
vv
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
at: slur umm , DPf. " LJ;t m
Cc" X.t.t
"a *am
011110101mimlolmloll
Trio FU SHMAW
(ALL sTwTi )
OE-o"m Nxim
ar. sm uum tn. $/V uwGrH
t tv� R
mat w moo
114q ps g"Was
4(ILL iINA1oR)
10,ml
v mm I %a Mir I v
v� MOT( 1 SEE Now I�
la Itons 2 No I
Q
Q MEE WM 2 AND 1
A
ra jab
7W5 LOCATKW
m FWD
INN LDi'J►TIOH
Ffil RWb
IRS toGAy"
Pmt mm'o
THS LOCATION
FIGURE 8, 0
FIGURE 8.1
THE DETAIL ADOW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL 14F VALUES.
xorEs: YPfM RTTfw•I�.
t. vi-amm waxi D if Wae MAX T[-ww mw XAT tt Loam 19 �� PPROVED BY
UW Of lit A" DOM AM W RWM AT 10 , .;.;,r.. v�
{ ° o-A� im--arm+cRAL J rat m �101f aaso" M7XUMK) +� ._ �� � Fo'r I Eg 10 2000
i �Sm A m AT oaf Do iF flfE sa[m"L m" rOt T� Awx OQAIX�
[vtor R AT clot 00 oe aysrs 2tcuauss -o� sTww hLaa�a� w, 910934 t NC.
k >tflpi SF[AAIfFtI 6 LOCA107 Aft A 3Ul>O K iO01T QmaS-YO��Q no * ��� t * pAl MANUFACTURED HO%'JD
ec-car sTws +aw AK RcaxtEo (ALL 9fEAROul1 aottilFtaltorQ ALL 7ITE3 : -o
AADALL(iPaSK5 ?, ; STATe- .'4. NSTRW7loNANDSAFETYSS
X.
JACOBSEN HOMES v "WE0rK`"P`"°� •:.••''R.R. o2-01-00
KRU
P.C. box 394 kfAWVLc CF 4k=30 Y� S/W TIE/PIER REO. B
WET7 HARGM FLQRIOA 34805 era 9wc ffmm #A wave
PNa F- (727) 724-1138 pwr WffWvt4 — Rd toeats • DRAM+�c tx:. AD-TO-100
61
, ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEIM MAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .035' TIE -DOWN STRAP
CDNIINUOUS ARLXIND JOISTS.
END VIEW
350 PLF MAXWIJ SHEARWALL
DES.'GN VALUE (PER WALL)
1 1 /4' X .035' rF-^,CWN STRAP
CONTINUMS, ARCJ\D MS7S.
NOTES: Z 1%
E)Q+J( : �VP�IROVAL:
'
• ,? • •/y •�
- ''�
DAPIA APPROVAL:
1. 1ROM A.404MS TO BE RATED FOR AN ULTUATE LOAD OF 4725) (3150 DESIGN LOAOJ
(SEE AD-m-Dao1 (m-GENERAL NOTES) FOR XoTES ON UtOUIp AW>IOR ASTuunDll.)
_`
•�
- - 1
APPROVED 13Y
2. INSTALL A PER AT EACH END OF W SHEARWALL J01515 (PER THE ABOVE DETAILS).
,
ON
3. M$X 9,FARIJ1 IS LOCATED ABOVE A SCUD IWER GULL Koff c310S5-UEASFP.) No
STRAPS. OR PERS ARE REOIIIRED (ALL SNEARWALL CONRCLOATICIRS, ALL ZONES
-i
� `
ArC-007JV
AND ALL E7PO.�IRES).
4, TlE-DOIvv STRAP REOURIED
i ✓.�'. ;
��`
'
''
1
I
AT EACH END OF JOISTS, ALL DB: AM CONFIGURAT10H5.
�i !. ' ., , '
::':
'�i,�;
N
1 v V.
S. CUM S OWN FLAT -OPT CATHEDRAL OR SLOPED CEILING MAY BE USED.
6. FULL ARE
t)�^t • :"�����``
'''���i�r►+lilh�.++' *�`�'`
rEocrAtwrlsEc:sE: !tiwxa�s
cac:a:,arreu+.•
VOTH SHEARWALIS SHOMI IN THE DOAL-ABOVL HOWEVER, ANY LENGTH
OR COHTIGURAT04 SHEARWALL MAY BE USED.
NOTICE CRAVIN BY: DATE: REV. LETTER:
JACOBSEN HOMES .>� SPECIFICATIONS AND TNIAWNGS ARE R•R 2-6-96
OtM NAL, PROPRICTART, AID C( MENTIAL DRAWING TITLE:
p P.O. BOX 368 UATER.ALS OF JACOBSEN ►IANUFACTUR:NC IVE DBL. S W CONFIG. TIE -DOWN
i—„ SAFETY HARBOR, FLORIDA 34695 XOPEKI IOR ARE
OS S Ago 'urs° T
PHONE (813) 726-1138 KEPT ooNFmENfL4 AND S=.atT ntm oTITERRi DRAW:\,, HuueET:: AD—TO-0110
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) �( (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
\� 1 1/4' X .035' TIE -DOWN STRAP ��- 1 1/4- X .035' TIE-DOMN STRAP
MIN. CONTINUOUS AROUND JOISTS. CONTINUOUS AROUND JOISTS.
TO
35'
1. GROUND ANDiORS TO BE RATED FER AN LLTMATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TD-0OO1 [M-CENERAL NOTES] FOR NOTES ON GROUND ANCHOR NSTALLITION.)
2. INSTALL A PIER AT EA04 ETD OF THE SHEARWALL JOISTS (PEN THE ABOVE DETAILS).
3. NO SFEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO L
TIE -DOWN STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFTWRATIONS, ALL ZONES
AND ALL E)POSURES1
4. TIE-001eN STRAP. REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS
5. CEILING SHO'AW CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN W THE DETAIL ABOVE, HOEVER, ANY LENGTH
OR COMGLfRAT10N SHEARWALL MAY BE USED.
7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
John C. ElWeIi j.i
15133 C. R. 22
Goshen, IN 46526
N IS A TRIPLE WIDE RAFTER,
,APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
JD VIEW
X .035' ME -DOWN STRAP
IIOUS AROUND JOISTS.
DAPIA
NOTE:
ALSO APPLICABLE TO 'SUP SW
MARRIAGE WADS 11144EN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY lbI
ON
o� cnorosvcn�iurs�vx
JACOBSEN HOMES
P.O. BOX 368
NOTICE
THESE SPELIEICATNINS AHD DRAwws ARE
ORIONALOPENT, PROPRIETARY, AND CDI4IbENTLAI
MATMALS OF JACOB'.,EN MAHUFACAANG��`S/W
DRAWN BY:
R.R.
DATE
4-09-96
REV. LETTER:
A
DRAWING
CONfIG. TIE—DONM
„
INC. SUON MATERIALS ARE PRWmEO TO NNE -
SAFEPHO R(813)FLORIDA
138
PVT AM
DRAWING NUMBER:
ETY
7261D
MNIOR DWnAL Man rRu onNm
AO—TD-0111
I.tm
PORCH ANCHORING
DOUBLE HEADED 3,1
OTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
t' •.: `: •'
VIANDZONE III
EXPOSURE C
{11(l MPH)
20 PSF ROOF
10 PSF O.L
REf.,cALcs .'
c mi — I OR ,G I —
ENaN)rRQHA�. `
DPPROVED
BY
4.1
J AC O B S E N HOMES THESE SPECFICA77HOCH AND DiUwNLS ARE DRAW BY-
OFAGNAL. PRORKTAAY. AND COKDF M DRAPING 11
m
P.O. BOX 368 MAMMALS OF JAMSEN MANUFACTURING
nc SUCH MANNA S ARE PRovm to IK
RFA
SAFETY HARBOR, FLORIDA 3*95 M FOR SPEDRC Pl MS AM MUST BE DRAVANG N�tl
PHONE (727) 726-1138 K0n ooNHMUK AND SFIFT FROM MRS.
14INC.
MANUFACTUREO HOME
0101N AND SAFETY STANDARDS
I C li.4
mr-
M.T. 1 - - 12-13-03
PORCH ANCHORING
AD-TD-0112
f:7a'�iar:i
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(3150/ WORKING LOAD)
s
iC
3
10
�fp VERTICAL TIE -DOWN c
TYPE 1, FINISH B, W
d„4• GRADE 1 STEEL STRAPPING �
`l A 1 1/4" WADE do 0.035" �
%F IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP
I I T RADIUS CUP MUST BE INSTALLED ON
�— Ed I El I E ALL TIE —DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CUP
ANCHORING EOUIPMENT -III I 'I I -III -I I BY PLACING A STRAIGHT 3' LENGTH OF
CAPABLE OF RESISTING -I I (-I I I —III— 1 1/4* X 0.035' TIE —DOWN STRAP
THE WORKING LOAD MA7ET4AL IN ANCHOR SLOT AND BENDING
REQUIRED ON THE TO FORM THE CONFIGURAMON SHOWN.)
TIE —DOWN SPACING
TABLES (SET_ OTHER III RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) I— III —III— THE TIE —DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS I I-III=III-I I INSTALL
THE BRACKET *2 STRAP
THE RADIUS CUP
FOR ANCHOR ANGLE.
``\\\\\11111111111fAA/�
\��X4 C.
.` •57•
(li OVA�O O'•. 'y DAPIA APPROVAL•
NOTES: = :• ENE870357 � Y
1 TIE
LDIAGONAL FRAME
-DOWN STRAPS AND ANCHORING EQUPMENTSIJPPL _ Ov�D B
BY AND INSTALLED BY OTHERS- ON SITE. T.^., Ey r :�� JUN 1 5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O'•. /v I •` (�
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— �'.,'��c' 'JlA • T ���� IN�..A.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS i��� iAL A�' Oti6iAtICIDSAIOiMO1Q110�
i A A710N. r4 rl
%%
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR fBRAAAID TIE —DOWN
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED BY OTHERS
N079CR DRANII BY:' C.L.Y. DAIS: 5-31-95 REY UTTER
JACOBSEN HOMES TKSE SKCMTM AO DABRE An
PROPilCTANY AND CdU1oFN1U1L DUVOIG MU' P.O. BOX 368 W� DF �" " °A" X ALT. TIE-00M APPL.
SAFETY HARBOR. FLORIDA 34695 oppon to sKem nIVOLS � AID um K DRAWING NUuBER
PHONE (813) 726-1138 wl CDWWTAL MD sav 1110N o1HDIS AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH. —
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
to
0
t
DIAGONAL FRAME TIE
. I•
ANCHORING EQUIPMENT
CAPABLE OF RESISTING I I I•
THE WORKING LOAD
REOUIREO ON THE
TIE -DOWN SPACING _
TABLES (SEE OTHER
DETAILS FOR TABLES) I I
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL
FRAME TIE —DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE —DOWN TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4" WIDE 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.
r
`\\\\\11111111fllllAl,�
910334
STATE le" = i?
® No
CE
JACOBSEN HOMES rib
THESE SPEOr1CATIONsAANDRAMf'LT ARE
ORONAL. PROPMETART, AND CONFIDENTUL
P.O. BOX 368 MATERIALS OF JACOBSEN MNTUfACIMNG
INC..
SAFETY HARBOR. FLORIDA 3<695 SLIO+ NATERN,S ARE PROND� TO THE
REOPOR fOR SPECIFIC PO P= Apo WSl BE
PHONE (813) 726-1138 XVT MWIDEN114 APO SEar rROu OTHM
DAPIA
APPROVED BY
INPIREVISED
10I23%
INC.
Fm6R&MAKFACnffb%0W
oofasTHuerr>w AND WEn NZANDOW
DATE REV. LETTER:
R.R. ]O-OS-96
ALT. TIE -DOWN APPL.
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
1 COLUMN - - COLUuN l
SEE TABLE FOR MAXILfl1Y SPAN FOR COLUMNS 'A' OR 'B'
%COLUMN 'C' COLUMN
ISEE TABLE FOR MAAMUM SPAN FOR COLUMNS 'C' OR T)' _ I
SEE TABLE FOR SPAN COL i SEE TAKE FOR MAX SPAN FOR
I�COLUMN'E' -jLUMCONfCQ1Lvr+'G'
SEE TABLE FOR MAXIMUM SPAN•FOR COLUMN'F'
MAXIMUM ALLOWABLE SPAN
TYPE OF MOON REO D
(SEE AD-7D-0251.
COLUMNS W. 'C. V OR 'E'
COLUMNS i3' OR '0'
laU►N T+
AD-1D-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE HOLE 1
EXP. 'C'
EXP. V
E)P. 'C'
EXP. '0'
EXP. 'C'
EXP. V
EXP. 'C'
E7�. V
EXP. 'C'
W. V
EXP. 'C'
E». 'D'
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
23'-7'
4S-0'
29'-6'
33'-9'
23'-7'
4S-O'
29'-6'
33'-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
II' -IT
21'-6'
14'-9'
16'-10'
11'-10'
I - 40001 ANCHOR
27-3'
W-9'
21'-5'
15'-0'
27-3'
18'-9'
21'-5:
15-0
27-3
18'-9'ENGINEER
NOTES:
APPROVAL'
DAPIA APPROV
APPROVED Bl(A,�r
1. SEE AD-M-0251. AD-TD-0252 AND AD-TD-0253
ON
FOR SPECIFIC INFO. ON ANCHORS.
-I 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
14 INC
John C. Doeden, P.Y
15133 C. R. 22
a„
Goshen, IN 46526
JACOBSEN HOMES
N077C&
THESE SPEonCATIMS AM DRAB AREC.L.Y.
DRANK BY:
DATE:
5-31-95
REv'LETTER:
mmn
MONAL. PRWWARY. AND COHIIOE m4L
DRAT- 11TLE:
COL TIE -DOWN APPL.
„ P.O. BOX 368
MATBMAS OF A�eOM MANUFACTLA'W
W_2 01 MATE W AK PWXM TO THE
ORAMNG NUMBER
AO-TD-0250
SAFETY HARBOR. FLORIDA 3095
REOAOR FOR VEOM PiRM NO "I K
PHONE (013) 726-1138
PVT COW1101IAL NO IOU 110 01E11s
00
'67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -WIDE
ATTACHED
ANCHORS
.,Auullu,...
VERTICAL TIE -DOWN
TYPE 1. FINISH S.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
TO TWO
(3t5O# EA.)
v'_l I APIA APPROVAL
�X, �G� S T Eq �UF �'.
Q No.
s
ENE8703571 % SE
^ 01A
,,Z/ONAL Ey
AFF :,;C'v'ED BYA,
Iil .ltRJ 1 5
IC
Rm%v~Acfmm E I V
JACOBSEN HOMES
NOTICE ""'
VRAWN BY.
. C.L.Y.
DATE 5-31-95
REV. LETTER
THESE WEOFIGITIONS NO DRAMNIS ARE
P.O. BOX
CMAL PROPRaMY. AND cON1M71,4L
YATUVa OF JACOMANUFACTURING
DRAWING TITLE
COL. TIE -DOWN APPL.
/�
\I SAFETY HARBOR, FLORIDAI 34695
W0I MATERIALS AREBSEN PRONGED TO THE
We REOPO4 FOi SPF= FLON 3 MG WM EE
/—`
DRAWWG NUMBER
PHONE (013) 726-1138
IOPT CWMTK NO SECRET 1ROM Orr
AD-TO-0251
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF3150/WN.
101
MARRIAGE LINE OF AIUL71-wDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 IN WIDE & 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR,,, (3150#)
NOTES:
I. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
JACOBSEN HOMES
'I P.O. Box 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
No.RFoF
r..%a1�}4 y�r
'%,s!aNAI Ey,
N0710E
TMM S'EMnrATI04 AND DRAMNCS ARE
.0WAL, PROPRIETARY. AID CDIiDp1TW.
MATETL W ucos9ll YANJFACTIIZ
IC Si101 MATERIILS ARE PROMDED TO M
RECRENT FKR VECM P JFM APO VM S
Wl OOfTJE IK AND %(XI TR01 OTIERS
BY.
BY A,
JM 1 5 W
INC
C.L.Y. I -'"_ 5-25-95
COL VE-DOWN APPL.
It AD-7D-0252
,, 69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
R
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI —WIDE
FLOOR
VERTICAL TIE —DOWN
TYPE 1, FINISH B,
,GRADE i STEEL STRAPPING
1 1/4' WADE 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.
ATTACHED TO A
ANCHOR (4000#)
. _ .1111nuf,.
,��•G�STEk�VF
No. FO'' •
Fsn' o..
i. uliTAlA1•
PPROVED BYE,
15VO
Nil Op INC.
"mftu "u.cnr®�oe
c =MftcnAwsvmSLUM
NOTICE: h, , WAWW sr
C.L.Y. 5-25-95
JACOBSEN HOMES THM SK01"TIONS AID 0UUM AM
CMMM. PRaP1O MY. AID aole>ol m DRAWING MILE
m
P.O. Box 36e sm TF TOIK COL. TIE —DOWN APPL.
SAFETY PHONEE (813) 722661--1138 695 Im tafG0 ik No mm MO Onom DRAWING N1NBEl� AD—TD-0253
70
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE N01E 2
A B C
4
LARGE OPENING 24'
SEE NOTE 1
BRACKETS (SEE ME -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
•O
NOTES:
PR y
DARA APPROVAL:
I. LARGE OPENING = ANY OPENING HIDER THAN MAX TIE -DOWN SPACING ALLOWED.
:� ENE8703571 ,
-
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI
-•- -
.
ROVED BY
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) 13 ) DOES NOT EXCEED THE
N
MAXIMUM TIE -DOWN SPACING REQUON THE APPROPRIATE VERTICAL/FRAME
IRED
,�'•. /� r' <c, �.�
�'.
.I W 1 5 IM
TIE -DOWN SPACING TABLES (SEE 01HER DETALS).
tc ' I .•\�� .�`
I' C
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
��.,�sl�PlAL1YT��`v`�``�
4. SEE AD-TD-0001 FOR ADDITIONAL REOLIMMENTS
.:
=�: r .cSam n aiw
ANCHOR BRACKET AND 71E-DOWN
DEVICES ARE CERTFED BY OTHERS
JACOBSEN HOMES
r1oT1AM
SPEN7FTG110N5 AND OKAYING$ ARE
DRAWN BY:
C.L.Y.
DATE
5-31-95
REV UnaTHESE
.
P.O. BOX 368
,I
ORICINAL PROPRIETARY; AND COiDDITRAI
UATERAIS OF utx� YANLWACI"C
RNG 10 MATIMAIS ARE PRW= TO THE
A
DRAWWG nTli
TIP.
SINGLE WIDE T/D
SAFETY HARBOR. FLORIDA34695
PHONE (813) 726-1126-1138
REmW i0R SIUM P1 VUB me MW K
wy
DRAWWG NUMBER
CCNMTK me SIX T nm ormm
AD—M-0300
72
ADDENDUM
TYPICAL -MULTI-WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24'
COLUMN SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF CPENNGS GREATER THAN 49' N WIDTH.
MULII-WIDE FLOOR SHOWN
SL M11D FOR CLARITY
L2V V V
4' 24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIAN SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF V-0'
(24') FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TE-DOWN SPACIW
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM DE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DON LOCATIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
C. D,
�iL
. IY
IENEa703571 ' ,
5TA �jOF : Q:
IV. Ile
NAL E_...�.
BY
ItId 5 10
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES NOTICE BY: DATE REV. LETTER:
��� AND O,,,,,� „M C.L.Y. 6-1-95
TAouNN- PfOPWARY. AND OWWR.L DRAWING TITLE AM PROVEED TO rME A
P.O. BOX 368 MAT RIALS OfJACOBSENMNWACTUM TYP. MULTI —WIDE T/D
„ SAFETY HARBOR. FLORIDA 34695 K�F fdt � RJFKS uD MST K DRAWING NUMBER
PHONE (813) 726-113a IVT CAI MTK NO SEA ffi011 OHM AD—TD-0310
"/'A
SINGLE WIDE TIE -DOWN
IPULL DOWN TIGHT TO
GROUND ANCHOR
DETAIL 'A'
ZONE I TIE -DOWNS
SEE DETAIL - 'A'
SEE DETAIL - V
- MARRIAGE WALL -
OPENING TIE -DOWN
IEQUIRED AT OPENIN,
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
FRAME TIE -DOWN
DOUBLE WIDE TIE -DOWN
NOTE:
C SECTION
MARRIAGE WALL
SIMILAR TO
I OPENING TIE -DOWN I
SINGLE WIDE
(RONLY. EOPTIONAL D AT �ATOS
FRAME TIE -DOWN
I
OTHER LOCATIONSA
NOTE:
A k B SECTIONS
SIMILAR TO DOUBLE
WIDE TIE -DOWN
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A'
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WITH 2O251 FOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
tY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE RE -DOWN STRAPPING (315o LBS. MAXIMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .oV MINIMUM
ZINK COATED STEEL STRAP. OR EQUAL WITH 315ot
CAPACITY MINIMUM) 47zs r UL.T,,,, ,,
LpA1.p 0qr-AclTy
�IIIIIffff
NOTES: QJQ ZO .a_
0__ DAPIA APPROVAL'
�..... I 1. SEE DETAIL 'B' PAGE 4 NOR MARRIAGE WALL �4% �Lo, . '.orlC;q'•.F�,
OPENINGS GREATER THAN 49INCHES. & UP To I7' 6" TTe1BVT : ri T4``'; �: APPROVED BY
2. SEE DE -DOWN SPACING CHART ON PAGE 2 EDR s P� + X.). COMM 2
ANCHOR AND TIE -DOWN PLACEMENT. * 4EC
' 3. SEE DETAIL 'A' PAGE FOR TYPICAL i-BEAN
PIER CONSTRlIC110N �' STATE OF 11b 9C� iNC
E AN
mm
JACOBSEN HOMES THESE sPECIRCAN11oG 73uro DRAMM ARE BY. RR DAZE' 10-31-95 REv �nER
■ CWHAL. PROPRIETARY. MW CCNF10E1 IA DRAWING TITti
P.O. BOX 368 MATERIALS of JACOM MATAIFACIMIC ZONE I TIE -DOWNS
W_ SUCH MATERIALS ARE FR%= TO THE
SAFETY HARBOR, FLORIDA 34695 REOPpiT FCR gm PII"m AND Mi1ST If DRAWING NUMBER PHONE (813) 726-1138 107 COIiOQ nk RO SEOV ntm omm AD-Zl -0001
74
PACE 7-
75
ZONE I TIE —DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
`SFE N01E /1— � —
MAIN FRAME I -BEAM
END
CENTER
A NG.
.I
CENTER
CI
I GI
SPACING
I I
DOUBLE WIDE TIE—DOIYN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
^•+•••
TYPICAL I -BEAM
TIE-DOYN
..V
.Yn41N
.7PA41\U
YAWY
MAIN FRAME 1-BEAM
-SEE NOTE /1� `SEE NOTE /1-/'-
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
END CENTER CENTER 1END
SPACING SPACING SPACING
ce
C.,
co
ce
TRIPLE WIDE TIE —DOWN PLACEMENT
NOTES: ENGINEER, DO , DAPIA APPROVAL
T. SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF �. ,.•fv� Cgj,•.•'L �„ APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. %` No. 0045434oil*
ON 14
STATE OF +
1
.•'�,`
10�; : �`'��,� cua,aanlNowmsw®vms
..N�� �,.
JAC O BS EN HOMES THESE SPEtlI FlCA TMSS Nomua DRAWRM ARE ' vol i0 �} RR DA1�' 10-31-95 REV. LETTER
■ WGINAL PROPRIETARY. AND COWWTA DRAWING TITLE.
P.O. BOX 368 UATERIAIS OF JACOM UWACTMINc AM PROMM 70 THE TIE -DOWN PLACEMENT
„ SAFETY HARBOR, FLORIDA 34695 If TOR A� RNMRS NO UM BE DRAWING NUUBER
PHONE (813) 726-1138 JUTCOWWRk AND SECRET TRW OTTERS AD- Zi-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.
i 6Y a [t/.
FEB 0 1 W
INC.
JACOBSEN HOMES
YKSC �`AM DRAW= �
��� �•: u""
M.T. 2-1-00
�.. K.«
oaiarw, MRO NAIr. " CCRil0EN1At
""nI= °"
1
DRAIMWC 11T1E:
ZONE 1 INST.
/�
,•
P.O. BOX 355
XS W P'"'"'r D TO r4
SAFETY HARBOR. FLORIDA 34695
KCPMR RR MON I�R OM AM I Y U
DRAW NUMBER:
PHONE (727) 726-1138
Hart COMM Am Rat, FROM CUM
- AO-Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER I \ .
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM INS END, EXCEPT FOR ZONE 3
EXP.'0' THEN 2 RECUIRED EA. HALF
(IE. 01iE EA. BEAU, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SDEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE RECUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MOE
CONNECTION REOUIREMEHTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOl8 WIDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REOUIRED AT EACH HALF
IRIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGIIT}
ZM1 7 ME_3
EXPOSURE 'C' 90' 56'
EXPOSURE V 39' 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND )LAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FIAOR CONNECTION AT THIS AREA.)
01%111111181",//''i
S NOTEN ROV •••.., DAPIA APPROVAL
J �� •..�G�E
1. FOR QUAD SECTIONS. EACH IDOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED ' Q' NO.APPROVED BYE,,,..
INDEPENDENT OF THE DIRER STRUCTURE (IL: SHEARWALLS, TIE-ODWNS, RIDGE- /ENEA70357 '•
BEAMS, COLUMN SUPPORTS, ETC.. ARE CALCULATED FOR EACH MULTI -SECTION.) cJUN 1 5
S A�J IF•'�c, �In'
C
' �'49�.c''• �/��j'�AT•�'• ���.�� rtaw�wrv�WmwE
,.EN
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES n+ESE SPE011CA710N5 AND DRAMNGS ARE C.L.Y. 5-16-95
MONAL PRfJ WARY, AND COWIDUITIAI DRAWING TITLE
P.O. BOX 368 M uArE� AK �z>m TO ADDENDUM —INT. UNITS
SAFETY HARBOR, FLORIDA 34695 KCF0 T Fat 9'EEIY P{/fM MU MW BE DRAWING NUMBER
PHONE (813) 726-1138 IVT CWMTIAL AM SECKI FRCH 0DEM QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE COINECTIOH FOR QUAD UMTS IS THE
SATE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS�
30 CA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PFRO M RAL
OR ROM BEAN
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 MIN.)
W/STAPLES AS SHONN.
INSTALL ROOF CAP PER SET-
UP YIN. OVER GALV. STRIP.
(SEE NOTE 1)
31 X S' LAG SCREWS
1B' O.C. (ZONES 2 8 3)
STAGGERED
�— 30 CA. GAIN. STEEL STRIP
SECURED WITH 7/16- X 16 GA. STAPLES
FULL PENETRATION NTO DECKING
2 ^ o.C. IIAX. SPACING (TYP.)
— ENGI``7' 0 • oO� ���DAPIA APPROVAL:
ST
1. 30 GA. CALV. STRIPS USED MAY BE WIND DEFLECTORS • %` : ' �i.G% F9F ��?i ��'.f+ N D 8Y
REMOVED FROM ROOF IN DRUM CONDITION � Q No. O •
(EXCEPT FOR STAPLE HOLES). ? ENE8703571 .U) 1 5
STEEL STRIP MAY BE CONTIM10U5 OR PIECED. A
2 BE P
SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY �•� = INC,
SHIPED LOOSE AND INSTALLED ON SITE AFTER '• -` (,
THE UNITS HAVE BEEN ATTADO TO PREVENT ANY O,�'•. /ND(9e►�" .: ��:
TRANSIT DAMAGE AND TO ENSURE THE SHNGLES LINE-UP �•i� F ���• � �
FROM ONE SECTION TO THE NEXT.,�i���S�� • • •. ENG����`
NOTICE: N1I lamsolat. DALE REV. LETTER
JACOBSEN HOMES msE sKulcA n Afro omwa C.L.Y. s-ts-95
GR OMAL. PAOPRKIARY. AM GON1WTIAL DRAWING TITLE: ALT. ROOF ASSEMBLY
Ito
P.O. BOX 368 YAT011K' Di m MANINACB ICING
NG 9J01 YATLi$KS ARF PRONGED TO TIK
SAFETY HARBOR FLORIDA 34695 xww Rx 9E171C pjFOS5 AN) am K DRAWING NUMBER
PHONE (813) 726-1138 XIPT 02#MT K NO SEOKT n= OTIM QUAOAOD2
79