HomeMy WebLinkAboutJacobsen addendum.pdfSET-UP MANUAL ADDENDUM
RECcI ":J APR 141a16
JA;OBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS 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 ANO/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COCUNG OR COMBINATION
HEATING/COOLING APPUANCES 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 MATH THE GROUND,
/DUCT SUPPLY OR RETURN
JDOUNG
SSOVER
USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RES71CT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
BY
1 JUN 1 5 10
INC
NOTICE
JACOBSEN HOMES THESE �WCA1 s ANO DRAWXDT NS C.L.Y. 5-30-95
aMGNN PROPPoETARY, AND WNTIOLNIW DRAWNG DILL
P.O. BOX 368 YATMtl OF ACOBSEN WB XCP"G EXTERIOR A/C DUCT
N
R m VATEAUu ARE PRDnun TO X
SAFETY HARBOR, FLORIDA 34695 ffC T rM sS RW`045 Wo WST K CRAWAG NUMBER:
PHONE (813) 726-1138 F 1 CtrFc w NO scaT � 0R AD-AC-0001
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME), THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONT!'IUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
NOTES- DAPIA APPROVAL•
APPROVED BY
INsLr c
AINC11.
NOTICE: DP.AM}I BY: REV. L DATE: ETTER:
IMBJACOBSEN HOMES %EscsPECIDEnT $ANDDRAMNGSARE C.L.Y. 9-2a-95 D
=MM, PROPKTAAY. AND cantina DRAMNG not L�
YAMULS OF ACOBSEN NANUFACTLftG W.H. VENT. SYS.
\� P.O. Box 36e K. 9A RATEPN1s WE "NXIM iD THESAFETY HARBOR, FLORIDA 3A695 REC f rum3(C AANSES NO "I C DRAWNG NUMBER
PHONE (813) 725-1138 WT ca(n01IVL AA) %O rno1 omm AD-AC-0100
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
0.131' X
NAILS OR 7/16' X 16 GA.
STAPLES PER TABLE:
0,016' X 1 1/2' MIN. STEEL
STRAP ® 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
NDS01
(ALL ZONES)
(ALL DFOSURES)
.rr-.,-Iff"rs
FOR GAPS IN FLOOR SYSTEMS
To 1/20, INCREASE LAG LENGTH I'
AND FOR GAPS TO 3/4', INCREASE
LAG LENGTH 1 1/2'.
MID lac EXP061ER
s/e x J I/r LAG SOR
JO GA STRAP FASTENED ■/
WAn1AAt SPAONG
7�A' x 1{ GA STARES
WkX&M SPAaNG
2
11' as
2 1/4' as
D'
17• as
17/r O.a
3 'O'
IF O.C.
r as
D'
IA' aG
1 1/2, aC.
1`iQTES:
I. 1• WFL PDEIRATION 13 REQUM ON STARES FOR YPL 0.014' SW,
2. NOOO SLIMS 70 BE R"M FROW SPF P WFL OR KM
(S' X 4' X F.W ROTH WL SIZE)
OSB OR PLYE000 WAY BE USED F TFK*CS EQUALS GRP ODTR-4' X 4' UK SW
1 10r NAND" SOCIALL HDOM
4. SEE OTTER MAILS FOR SERM FLOORS FOR AR W&OU m
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
— A000 SHIN AT ALL lAG
LOCATIONS FOR LAG SCREW To Go
THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
WPID ZONE EXP06� WNWUN NUMBER OF FASTDIERS RE 00R
a131' x 11/r NAAS 7/1E• X 15 GA SL E5
2
r s
D' 4 7
s .r 4 7
D s e
John C.'^Croedc9n P.E.
K1. Engnaot,ng, "
APPROVED BY
Revised
ON p
MLa�y 224,2006
INC
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JACOBSEN HOMES
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PHONE (513) 726-1138
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WI f.D4'ml►tE MD >Q1R1 RI011 OAQS
OUMIG ,A11EEh
AD-FA-G001
4
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
04DYlALL
NDS01
�IOTRa•
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131' X 3 1/2' MIN. NAILS
8' O.C. MAX SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
S 2j 06
John C, E)oeden, P.E.
K2 En_NiEr)wng, !no.
® JACOBSEN HOMES OIC XFEO,Gt dA.IOWL
OAIY. FAO'RTA1 MD E1xADONL
P.O. BOX S68 w717AMS A imsa WMA►Ae1OSD
SAFEry HARBOR. FLOFWA 3095 1101 Wows K HDIDfD A D[
N10NE (81J) 726-1138 =wZZ= =1 0 om
M.T.
APPROVED BY
Revised
May 24,2006
ON A
FEDtM w,e,lAc INC.E
CMSTAu "ono attn STW",,
WALL FASTENING B
AD-FA-0010
5
ADDENDUM
MULTI -WIDE ROOF FASTENING
30 GA. GAIN. 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 WADES
FOR DOUBLE W10ES�
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS
AT A 45' ANGLE
STAGGERED
ROOF PERIMETER RAID'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS-SECTION
NDSO1
(ALLLEEXPOSURES)
CENTER UNE OR MATING
LINE OF TRIPLE WIOE UNITS
PLAN IAE
-3/8' X S' LAG SCREWS
(2 1/4' SMOOTH SHANK)
SEE CHART ON AD-FA-0001
FOR MAXIMUM SPACING
— 30 GA. GALV. STEEL STRIP
B' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OSIER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORIGNAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
-{AG SCREW SET BACKS
FOR DOUBLE WLDES
FOR TRIPLE WADES
234.
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 AND TO KEEP CONNECTION
LAG LENGTH 1 1/2'. TWT. (SEE NOTE 2)
REF CAL.CROSS-SECTION (TW/GAP) C WA- 91 0PG.
1.07
L 2 I1r VOL PDIETADON NTD IEOQMW YELBEA IS EEDLnED FOR LAC SCPEYS
1 AOLD Rm TO BE PoPP[D FROM SPF @ YFL OR BETTER
APPROVED BY
3' X C X OAP MD1H MFL SLR
_
058 OR PUWOOD WAY USED F 11KJOIL35 EQUALS GAP M0111-4' X 6' Y7l SrD
1 SEE OTHER DETAILS FOR IXAPIEIING ROOF KWCTIOEL
S— /Q�
Q
Revised
Y 24 , 2006
Mill NSTNIM A LAC WO INTO A ROE K^ FRSi•-GALL A 3/R' Dl:NtklfE
Oitll C. n, P.�.
N PlINC.4.
HOLE TYNd1E21 THE FIRST RIXE BEAM SECCID-OLRL A I/4' HOLE TIELWQI THE
K2 Engi xNorh Ig, Inc
FEDERAL MANONFAMPE"O"t
fECENINE G RIDBEM RR THE TIFEADED PORTO OF IAC SCRM DFSE DNS. AREL
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FOR 31C LAG SOWMS DKT.
S IDY MADWN SUML WGR.
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JACOBSEN HOMES
N017CG
DNOW.PR+fRETW1OIDWIDDMR
DRAWN BY:
M.T.
DATE
05-22-06
REV. Lr"St
��
P.O. Box See
NsoLu. flOr JACAA. AFD m(DOBVL
W- � y?� A �A M
DRAY" AIIE
M/YI ROOF FASTENING
SAEi:TY HARBOR, FLORIDA 34693
PHONE (813) 728-1138
10
1[N m N a Im W Y R
DRAMG M WER
OTT 03f ( No 109[T m nom
AD-FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MR 2' OVERLAP AT SEAM) CENTER OR MATING LINE
WITH S8 X 7/16' HEAD X 2' FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I
I
I•
II
RIDGE CAP -4
I�
I
X716'HEAD X2'
Y THREADED SCREW
MORE THAN 12- O.C.)
I
I
�
o
-
-
a
1
1
w
1
1
B
ASPHALT IMPREGNATED
I
m
�
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
c>
ENTIRE LENGTH OF ROOF
1
I
+
1
METAL ROOF PANELS STOP
1
1
APP. 3' FROM CENTER LINE
1
+
I
,
+
+
I
�r
Ref: EX-13-0051 and `30 GA GALV STEEL STRIP
AD-FA-0020 5 REDTMWITH7/t�6' X 1166 GA. STAPLES D)
NDS01 RILL PENETRATION INTO DEGKING
(ALL ZONES) (SEE CHART ON AD-FA-00D1 MAX. SPACING)
(ALL EXPOSURES)
40TES: IDOW ASPRONAL
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS N
STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.0 RIBS.
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND jftC. TD6,4cT;,L'._
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN g, Inc,
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
APPROVED BY
1Sep 10,2008
FEDERAL YAXUFPINDyC.
CONSRIUCTION AND $p MSTANDARDS
JACOBSEN HOMES >� NoAIDDAEOR3ABE DRAWN D•M•T• BRIE 08-25-08 RrvLEM
D9m14. PRfP1Fc7AAY. AID EOFDDPW DEAYND TGIF
YATEMS OF A ODM YARLFAC111 If.
P.O, BOX 36B RC SUOI MA�BmYS ARE NMot� 1D n¢ AL ROOF RIDGE CAP
uP wiD+�E�On3)is-n38 01 mBAmmmuT Om I AD-FA-0021
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
�!- MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
m
,W 1 5 M
INC
JACOBSEN HOMES MER SPE[N1CANNOTICE'
110H5 AND DRAwNGS ARE C.L.Y. 6-5-95
CpCgAL PROPRIETARY, AND COKDE.NRAL CRAWNG iITEE
P.O. BOX 368 MATOBALS OF JACOBSEN MANUFACTURING M/W ROOF SEALING
RC. 9JD1 MATEPINS ARE PRDNEED TO THE
SAFETY HARBOR. FLORIDA 34695 RECPOR FCR SPECK HNO&S AND M I BE DRAWING NUMBM
I m PHONE (613) 726-1138 �r NWLpTuE AND SECRET FROM onrns AD—FA-0025
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
ON TES:
1. 30 GA. GALV. STRIPS USED MAY BE WNO DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP
REQUIRED
EDGES -
15# FELT
ROOFING CEMENT
OVER
HIGH SIDE
UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA
BY
JUN 1 5 m5
INC.
N077CE: DRAWN BY: DATL:
JACOBSEN HOMES THESE SECII TWRSAND DRAWN6NS C.L.Y. 6-5-95
EPION.N. PR ETARY. AND CONflCa"' DRAWING PTIi
MATERIALS OF JACOBSEN MAMRAC1lAtwC M/W ROOF SEALING
P.O. BOX 368 WC SACH WAYIR ARE PRJADED T9 TXE
SAFETY HARBOR, FLORIDA 34695 gCmT FOR SPEOY PJR r AND ml BE DRAWING NUMBER
m PHONE (813) 726-1138 I l CMDENNL AND SECIDT FROM DNO¢ AD—FA-0026
8
9
SHIPPED LOOSE HEARTH EXTENSIONS
HP.ARTH INSTAILATION-
I. 121101E MY CARPET ANDICR PAD FROM UNDER THE HEARTH EX09ON AREA
L NSPECT THE METAL FlA99NG N THE HEARTH AREA 10 NSURE THAT 11 HAS
BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE n00R TO PROTECT THE
AREA BE TWO THE PIFULACE AND THE HEARTH).
8. LOCATE THE HEARTH EXTENSON (SHIPPED LOOSE N THE HOME) AND INSTAL FOLLOMNG
THESE STEPS
A CAREFIALY PLACE THE HEARTH EXTEN90N N THE PROPER LOCATION N FRONT
OF THE RREPLAC£ ASSEMBLY.
B. SEEK THE HEARTH UTEN90N 10 THE FLOCK W/ 1 18 r 2' WOW SCREWS
C. FILL THE AREA BET'IF,1N THE FACE OF THE FIREPLACE AND THE HEARTH UB90N
MTN A NON-COMBUSTABLE CAMG OR MORTAR.
0. OR FOLLOW THE HEARTH MANUFACTURERS NSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
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
APPROVED BY
A' JUN 22�8 1995
n!V INC,
NOTIC.
JACOBSEN HOMES ME SPEOIICA'n0MANBE "........ _..BRAMNGSME C.L.Y. 6-1 -9
maNN., PRONCEIARY, ANB c nano DRAMNG ➢T1E
P.O. BOX J68 MATERIALS OF AACOBSEN NANAACILRLIG SHIP -LOOSE HEARTH
PILL A MAXW ARE PROMOD7 10 THE
SAFETY HARBOR, FLORIDA 34695 Maoa Fa s<ur Puss uO "I IX ORAMNG HUMBER
I N PHONE (BIJ) 726-II38 UT E WWM NO SEt r OnM AD-FP-0001
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 I;Ev
ON OR 25 20
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANOARUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
10
II
TRUSS SHEATHING
APPROVED BY
NOP INC
FEDERAL MANUFACTURED HOME
CTMISTRUCTDN APD SAFETY STAIYIM
DEALER (SET—UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS —
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH.
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLGOKERS (PURUNS), ATTIC VENTALA110N.
TYP, OUTLOOKERS
3/8- MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SIIEARWALLS
(APPUCADLE TO ALL SHEARWALLS)
OPENINGS IN TRUSS SHEATHING MAY BE LOWED AT ANY LOCA71ON
ALONG THE LENGTH OF THE TRUSS.
(IB X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
I. 3/6' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2- A 16 CA. MIN. STAPLES 1 1/4- O.C. AT PANEL EDGES AND 3. O.C.
AI ALL FRAMING MEM(ERS. (NO GLUE REOUIRID)
MARRIAGE WALL
3/8 SHEATHING TO BE INSTALLED ON -SITE
K2
NRNDZONE III
(I10 MPH)
ALL EXPOSURES
DAPIA APPROVAL
APPROVED BY
oNomoorp MAT t
E.
hrm
_
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANOPJt05
1ACOBSEN HOMES NOTICE:"""O1' °C
THESE 6PEC1nCADO+S AND DRAMG5 ARE R.R. 4-27-98
■ ORIGINAL PROPRIEIARY, AND CQIMNDK ORA'MNG TITLE:
MATERIALS OF JACOGg MMWACNRING
P.O. Box 368 INC. 9K MATERIALS ARE PROMO TO THL TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 34695 RECATHI Tm Wcm �s AND Mar IR HUMNG NUMBER:
PHONE (613) 726-1138 YEPI cmnrc iuA AND grn, mou DINERS. AD—HR-0001
HINGED ROOF DETAIL
OSTAN CE OF TRAVEL TO RAff ROOF FROM
9ETN6 PMTON TO Tr4F P09TEN 6
APPROX 22 Itt.
Ln HINGED RDOF SECTION M WICILY ■RN
YEAfANCAL DEMOS 10 WERE THAN 12 FEET
APART. LDGTE UF`W FONTS KTHi 3r OF
END OF ROOF SECTION, AND AM IFTNG MINI
2 FEET OF A Mn N THE FIAT RAIL
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET-UP POSITION
NDSOI
NOTES:
I. HURL RAM ROOF SECTION M THE Rxw Pa41101 BUM S*IGHG BROOD
KNG POM KID Pa5DO1
HMO IOW POST TO RIDGE BEAM,
e SIF 13 FDDD qIG POST TOP RAF,
•DID T r wow Sxw ORY jeYr
am
REF. CALC. PG. C-RF- 223.0 - 223.6
.John C. Doodan, P.E.
uv- Enq�"nng, Inc
APPROVED BY
Revised
'ON ri
Jun 06,2006
rNC.
LFDFPAI MAN IFACTIWn Nn MF
CONSTPUUION AND WIFTY S1ANDARDS
Nomm '_ °" O.A. ...... 06-02-06----
JACOBSEN HOMES agm mm .PKP,btSMO COO" ARC n
rrum ""JAM "PTO' Ap NnwoonTA< °AA" Awr HINGED ROOF DETAIL A
P.n BOX 36B W SO AT MAM3 AW ILMIDED I X
IIC W w10VA5 A2[ O0 AM A ITE
SAFETY HARBOR FLORIDA 3AeRe WNW 101 rm N sm I Ala MAY IE DPAYDIG NLYDPA
PHONE (813) 726-1138 aPrizNmfVMAIo110[EBo1Ln1R16 AD—HR—D002
12
13
SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION
HINGED ROOF DETAIL
UNDERLAYMENT TO BE CLUED 3' MIN.
CH BOTH %ClCHS OF HIM ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SNNQEAN0 U DEflLAYNENi MD -
AND AND A MIN. 4 1/27 WIDTH OF ROOFNG CEMENT TO
TOP OF LAST SHINGLE ROW ON HIED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X 8' BLOCX BEHNO 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE WITH
3-fil X 3' MOOD SCREWS EACH SIDE OF GAP.
Y
' ` l rqX W 0'6
H
APPROVED BY
* NRevised
Nov 30,2006
INC.
FOEML MANIIMCTURER MME
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTES:
I. GRACE RASA ROOF SEM N THE RAI4D POSTION BEFORE SWUNG HIM
KING POSTS INTO POSITION.
)r1zsro10
John C. DOOEMI'T Plk
K2 EnVvw*QE 1r-
WWDZONE 17
(110 MPH)
ALL EXPMRES
JACOBSEN HOMES m.OTTGe �""� D.T. '� 10-02-06
- CRaN L PRUIRIETAN AND Of cm uE
wIaNAE. PRmq[TIRE. AMD m41uTlna DRATDM, WILE" ' HINGED ROOF DETAIL
P.O. BO% ]fib MAIIRIAL6 Ti JACM" MANIFA "No
NC 91DI NAAMNS AM IFOTaED 1D 1RT
SAFETY HARBOR. FLORIDA 34695 KmW RR VM MA ANT WAT R DRAAING NU16EW
mpr PHONE (013) 726-1138 mE mnmmn Na mmm B mm JAD-HR-0003
14
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 151 FELT TO ROOF PEAK ONE-PIECE SHINGLP
UNDERLAYMENT
:...... 2' LAIN. OVERLAP (TYP.) .
o
............... .....:........
o...............................
:::::::::::::::::::•::..............
'6
I 1 I MIN. TAR AS SHOWN
..(APPLIED ON SITE)
r .SEE NOTE i3:;
s
I ........................::::.....
IN
I I I SEE DETAIL 'A'
I I I I I
o
N
�
¢
I I I I I I I
i i I
if
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH-6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
DETAIL
NOTES:
1. CEMENTING OF 15f FELT IS NOT REQUIRED IN MY AREA EXCEPT WHERE NOTED.
2. FASTENING OF 151 FELT IS NOT REOLNRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' WIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-H2-0001 (WITH SPECIFIC END PANEL LAYOUT),
AD-HR-0002, AD-HR-0003, AND AD-HR-00G4.
J JACOBSEN HOMES DIESE 9'ECIRONOTICE
ATINS AND DRAW= ARE
OWN& PROPRETA4Y, AND NWDENIIAL
„ MTERNS OF 44OMSEN MARUFACTURNG
P.O. BOX 368 INC 9" MRi[AIS ARE PRO\RED TO THE
SAFETY HARBOR, FLORIDA 34695 RaYINT M s FLAO.Y.9 ND KM BE
PHONE (813) 726-1138 KEPT OMODf K AND 9rnET FNY ORE%
15
WINDZONE III
(110 MPH)
ALL EXPOSURES
BY
su 2 2
INC.
M.T. I
DATE 9-20-03
SHINGLE AND UNDERLAYMENI
AD-HR-0005
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO —
HINGED RAFTER WITH #B X 4' SCREWS,
6 1/2' O.C. MAX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 15* O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
NDS01
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHINGLES.
SEE AD- HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
2D PSF ROOF
`I— CRC - 167.01 - 167.02
+[Dt APPROVAL DAPIA APPROVAL -
APPROVED BY
�� Revised
o Jun 09, 2006
John 0. iAOTdCENFI, F.L. Fmews NAN F{ TIL Ion �•
carsrnyn�aN Aro vim ss•"".A"s
Q ETagNmenng, Inc
JACOBSEN HOMES
NDncc �^^� _ "^
ntst sTEaDunws AM rnAswa AIK O.A. 06-06-06
'-
Im
maNA1. T#OPAX1uT. AND Txusn z DRAPING ITLU
w ra s a w amtx swn►"c w.w PEAK INSTALLATION DETAILS
I
P.O. Box 06E
y yA�,yT •� Pgpay p THE
J
SAIEPHONAA( FLORIDA
WHEN? IvsT� ORATANc nxneEA:
27) 726- 138
CDfMD q W 70es�
AD-HR-0006
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE —
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT
TO ROOF MTIi A 6' MIN. WIDTH OF
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END i0
ROOF DECK AND/OR FASTING ROOF DECK AND/OR DUSTING
FELT AS SHOWN, FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES:
BY
AUG 0 1 2M4
INC.
NOtICE DRAYM Br: DUE: �•. u�m^.
JACOBSEN HOMES MErE WAN9wA�"PE M.T. 7-2s—oa
:r"APNroNErur. AIO mEnF1InAA piANNG uRE:
MEEII MAZE, i OF 4A WSEN ~ACTUwG SHINGLE/UNDERLAYMCNT INSTALLAIR N
„ P.O. Box 368 PIc 91OI NATERMS AK PNmtf➢ TO THE
SAFETY HARBOR. FLORIDA 31695 uP�m/u Au gi u+""NG ND"eER: AD-HR-0007
PHONE (727) 726-1138
16
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTEN TO FLOOR FRAMING
MEMBER W/ STAPLE OR NAL
BANDING STRAP 'WRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING
OE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WHERE THIS GRADE CM NOT BE ACHIEWD, NOT LESS THAN 1/8"
DOT MAY BE USED WHEN A FULL SHE UANOUT IS INSTALLED AT THE UPPER END.
NEW OF DRAIN PIPING
Now
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
NOTICE DRAMI BY: CAR REV. LEFU:
JACOBSEN HOMES I DUETl KA ANO DRAM ARE R.R. 7-17-97
CR AAL PRORR(IARY, Ac Mao R
AL CRAW nTEC A
P.O. eox ]6B RAtW/AS U' .YObY]I YY14'ARNK PLUMBING SUPPORT
\I nc va wmR .Rt uacm w nr
NI SAFE" HAPBOH, FLORIDA ]H696 Iav0a1 wR "N A1N05[T A10 x DRANHG M
PHONE (813) 726-IIM 4n CdluMrtuMSI.BIRtiv LRGS AD—PL-0001
18
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
VENTS SEE AD-PR-7007 & 7009.
4 FOR ROOF DECKING DETAILS
MAX. ROOF SLOPE SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED FOR ROOFING DETAILS SEE
RAFTER TO TRIPLE WIDE SEE ^ SEE AD-PR-7006
AD-PR-7002 /� `+
SHIP THIS SEC. LOOSE
j 1 — (SITE INSTALLED C \
FOR OVERHANGS
SEE
FACTORY INSTALLED SECTION)
RAFTERS
I I I I \— FOR ROOF VENTING BOTH FACTORY J
REMOVE ALL FACTORY INSTALLED
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI iL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITi- SITE INSTALLED PITCHED
FOR FASTENING C ,JTER SECTION RAFTERS
NOTES:
APPROVED BY
oo
ON Revised
Oct 2512007
INC.
FEDERAL L.IANUFACTURED H061E
CONSTRUCTION AND SAFETY STANDARDS
DRAWN BY: GATE: REV. LLIIL
NOTICE
O.A. 10-24-07
JACOBSEN HOMES
1REff 9''ECDICATIW$ AND DRANOIGS ARE
ORIGINALPRDPWETMY, AND CONRDENDAL
DRAWN(; HILL:
UATERDALS OF JACOBSEN UANUFACRRONG
ON SITE PITCHED ROOF DETAILS
P.O. B0X 368
$AFETY HARBOR, FLORIDA 34695
PEETNT
NC 91ot UAIMALS ARE DRUM TO THE
fSCPENT Ftlt STSCRIL RULF[ffS AND WEST B[
DRAWNG NUMBER:
AD-PR-7001
PHONE (727) 726-1138
EEPT EprD10ENTU1 Ao SEaET FROM OTHM
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WTH 7/16' X 1 1/2- X 16 GA. STAID
(12) EACH SIDE OF MARRIAGE UNE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A'
11' MN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING "�
SEE NOTE /2
BE RIDGE BE)
EE NOTE 14)
SEE NOTE 11
18' MIN.
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
2-(10 X 4 1/2' SCREWS AT EACH RAFTER END. STE
NSTAU.ED PITCHED RAFTER TO ALIGN NTH FACTORY NS14M
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATOR MIN.)
2. ATTACH MATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH
#10 X 4 1/2' SCREWS 9- O.C. MAX SPACING.
] SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS.
SITE INSTALLED 7/16- MIN. ROOF
DECKING SECURED NTH 7/16' X 1 1/2'
X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 16' D.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN PATH FACTORY INSTA_:£0
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SEGILON)
C-FS3 - 88.01
John C. 5O(ii'iEop, F.C.
K2 Enginoering, Inc.
WINOZONE' Y
All EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
BY
NI■ ■am 09
INC. 2006
FEDERAL NANLNACTUALR NONE
CORSTRUrnoN AND SAFETY STANDARDS
BNAn
Il
JACOBSEN HOMES T � .DN,.ND..NE O.A.06-OZ-06 D+D. S CIFIC; ; nn m ode +6 not
,� P.O. Box 360 I'lAA]
I 5�101=R XWARMS`M p "D a ROOF TO ROOF ATTACHMENT
SAFETY HARBOR. FLORIDA 34695 Qan11 FaE rEaE: F MR RIND [ DRAANG 1EAEBLR
L: P14ORE(727)726-1138 Rm wpoll.a Nom >EF NEW DRm AD-PR-7002
4
21
ON SITE PITCHED ROOF DECKING INSTALLATION
IT
RAFTER TOP
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
— 2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
O,G
-2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OITLOCKFR
W/L6N. (5) 7/16' X 2 1/2" X 15 GA.
STAPLES OR MN. (3) .131" X 3" NAILS
(TYPICAL AT ALL CENTER BRACES)
NDS01
1910C
'gB.OG
r2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3)131 X3' NAILSROMNAILING BLOCKINTO
PLATEOF ADJACENTECTION OF UNIT, AND
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
1 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT f OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR MIN. 7/16' X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP k BOTTOM
CHORDS ONLY.
J `- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE:
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUTLOOKERS TO BE SECURED TO EACH
.- TRUSS OF THE DOUBLE TRUSSES LOCATED
IN THE ENOZONE PER FASTENER CHART.
SINGLE TRUSS ONLY
REO'D OUTSIDE OF
T FT. AREA
_.._.. _._SS MAY BE
PLACED ON OTHER SIDE
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
QUANTITY:
PENETRATION:
.131 PIT NAIL
5
1 1/2'
15 GA STAPLE
8
1'
fil SCREW
2
1' (INO. TIP)
OUTLOOKER FASTENERS MAY BE INSTALLED WINDZONE 111
FROM TOP WORD DOWN F PEIETRAT" ALL EXPOSURES
IS WTTANED. (110 MPH)
20 PSF ROOF
C-RC-197.01-197.02
John C. Doeden, RE
K2 Engirlwiing, Inc.
APPROVED BY
Feb 05,2008
N C.
FEDERAL ■AIUFAMUO HOME
CONST "OH AND SAFELY STANDARDS
JACOBSEN HOMES
NOTICE
mgsKGfGTObHDDMWINDSARE
OMOCIAL PROPAE7ANY. AND NIfLOERAL
I DRAIN BY;
O.A.
DAIS
1-29-08
NLY. EEINK..
DRAWING nTLE
ME"W1FAN5
P.O. BOX J68
ai N,NBSOI YAIRIPADRRBID
P1G y� MATENAIS ARE PROADED TO II[
END ZONE RAFTER/OVERHANG ASSEMBLY
I DRAWING NUIBER
SAFETY HARBOR, FLORIDA 34695
RO014111 FOR 9WC FOFY6ES 00 WI %
PHONE (727) 726-1138
WT LONFNDIL NO SEW FROM OTTOTi
IAD-PR-7003
_T ON MAEENIP
16' MN.
16 ON CENTER
ULLMNG
OFFSET
TRIPLE WOE CENTER SECTION PEAK
SITE INSTALLED DECKING ON PITCHED � - I - — -
TRUSS SECTION 8 REMAINDER OF NO BLOCKING REQUIRED
OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE
INSTALLED PITCHED TRUSSES
TRIPLE WIDE MARRIAGE LINESITE
MIN, WIDTH PER SHEATHING REQUIREMENT
MANUF. INSTALLED DECKING TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
NOTES:
1. 1/8' MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES.
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0
SPAN RATED) DECKING (EQUAL OR BETTER).
3. OTHER TRIPLE WADE SECTION (NOT SHOWN) WILL BE THE
SAME DECKING PATTERN.
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2" X 15
b
WINDZONE III
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
ONRevised
oct 29,2007
A INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AHO SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
,HESE SPE61DAfI0R5 NO DRAW „�
DRAIN BY:
O.A.
DAIS
10-24-47
RLY. LLIIEN:
aaAEPIA PftORRARY, AID GOi[fNlul
MAIE9" JACOBARE MAM.FAOIURNG
0FW4a
DRAYANC nI -
P.O. BOX 368
W. 9Xx s ARE tRaATm Ta DE
DN SITE PITCHED ROOF DECKING INST.
SAFETY HARBOR, FLORIDA 34695
maw Em wzR PPPOS6 AMT WIRE S
ORAINC NUMBER:
PHONE (727) 726-1138
WF MWEDIPA No my RUY ORERS.
AD-PR-7004
22
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR 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
D BY
4■ft Revised
Oct 25,2007
INC.
AOURED HOME
AND WET STANDMDS
❑❑❑❑��
JACOBSEN HOMES
NOTICE
TIMTERTEOTXAnpNSANDaMWNGSAE
DHIRiAL, P1t0PNEIAAY, AND CWFWEN1uL
vl.ili. o�.
O.A.
��..
10-24-07
...........
/
DRAWING PTIE:
JACO
El
P.O. BOX 368
DIG wA wF ARE PaowED To nc
SITE INSTALLED PITCHED ROOF VENTS
❑❑❑❑
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 725-1138
RECIENT FOR SRRIC ROM NU IUST BE
KEPT CONTMORTML AND SECRET FRMI OTHOTS
DRAWING NUMBER:
AD-PR-7005
ROOF VENTING
/ / MARRIAGE WALLS
TYP. 100 S0. N. CUTOUTS FOR
VDTAAbYJ Of ROOF SECTION
(SEE DORT FOR REOUR04NTS)
100 SO, IN CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
(1601 x SECTION LD1GDt
CUTOUT HOLES
0 to 15-V
1
15-6' To V-r
2
31'-r To 16-10'
3
46'-10 110 6 T
1
62'-6 TO Fib'-0
S
WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT
1-1
I
I_
J
3 NOT ANT
0 4-r
-------------------
CENTER UK OF CENTER SECTION
LOW ANT
4-J
1-4
•50 SO IN VENTS REQUIRED
IN SITE INSTA ! RD TR ISS H'1'IO I
IW7I F 4CAU IET4N
141 TM
lOW TINE
TD a•-r
Nx
T1alt
67- 10 W-F
1 3
1 U sa
.N AW191 A VgONAR WNR
M. 50 SO. N. ROOF ANTS r-4
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
` • 01.
Vl
ROVED BY
�. JutA 10 zou
INC.
TIRED HOME
SAFETY STANDARDS
NOTICE unnlm o1: WVc W. LLI Rn.
JACOBSEN HOMES T(SESMEYxHx6A1o1NA�5Ay R.R. 01-22-04
OAX)NAL PROPRIETARY, AND OUIUENIU& DRAWING TITLE:
1i P.O. Box wa NAT~ OF ,✓toeNI svl NANUTACR G ROOF VENTING r
NC SUN 1uTplALS ARE PROM TO THE
SAFETY HARBOR FLORIDA 34695 11E~ FNI SKOi FUIPOIS AND OUST K (TRAINING NUMBER:
PHONE (727) 726-1138 KEPT LwmIm No SECRET 11I01 Domes AD-PR-7006
24
25
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT CAf
(OR SOLAR
SIT[ INSTA71Z
SITE INSTALLED VENT CAP
(SEE
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE $HEATING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(CXIEND 3- ABOVE ROOF)
X(S(E DETAIL V)
FACTORY INSTALLED FLAT CENTER SECTION
XHAUST DUCT SPLIT
AND FASTENED TO ROOF
)ECKING OR BACKER
MTH MIN. 4— BD NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
`SHEET METAL
SCREW
.EX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I 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 SPECKICATIONS,
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DECKING. .
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED MEN
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE-
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
JACOBSEN HOMES Nonce
"ESE SPS OF AMOxS AIM DRAWINGS ARE
CNQIN. PRCFRIEIARI, Na CtIrMIML
„ P.O. BOX 368 mil S "TERMS a RMS ARE MAxLtrACIMIG
INC.AECI LENT WARNS APY: PRO'A(p N LIE
SAFETY HARBOR, FLORIDA26-11 8 RECIPIENT FOR IMTEEMRIND
RSECRETS Alp W51 H
PHONE (727) 726-1136 X(PI a1PXXXW AIO SECRET FROM 0IH7S
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
-COUPLER
F (SITE INSTALLED)
' VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
APP OVED BY
JUN I t Zp`
INC.
FEDERAL. ANUFAGTUREOHONIE
CONSTRU 11ON ANDSAFEIYSTANDAROS
DAZE: REV. LEITTR:
R.R. 01-23-04
HIED ROOF EXTENDED VENTS
t:
AD -PR -TOOT
SITE INSTALLED SHINGLE AND UNDERLAYMENT
HELD NSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTAUED ONDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MN. 6' WIDTH OF ROOF CEMENT.
151 FELT TO HAVE A 6' MIN. OVERLAP 15f FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MN. 6- WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPUES TO ENDLAP SEPALS. PERIMETER OF ROOF.
C
� r 1 r -I r -I r" 7 r -I I ` FIELD INSTADLD fl00F SHEATHING (TIP.) \
I
6' W1D1H OF ROOF CEMENT WHEN
OPTIONAL 151 FELT IS INSTALLFO.
I I i I
I
OPTIONAL LAYER OF 151 FELT
r
I I I I I
ONE-PIECE SHRHSE
UNDERLAYMENT
ROOF BREADING (TIP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDQIAYMENT HAS BEEN INSTALLED.
THE UST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
N�
FASTENING DETAlDETAl %NDZONE NI
(110 MPH)
ALL EXPOSURES
NOTES7
ETWrEFR APPROVAL
DARA APPROVAL
1. CEMENTING OF OPTIONAL I5# FELT IS NOT REWIRED IN ANY AREA
APPROVED BY
EXCEPT WHERE NOTED.
Revised
ON
2. FASTENING OF OPTIONAL 15f FELT IS NOT REWIRED. (FASTENERS APPUED
�o✓/�
dh
Oct 29,2007
ARE JUST TO HOLD FELT IN PUCE UNTIL SHINGLES ARE INSTALLED.)
�^
.j �cf1, ,'
INC,
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
KZ IOC•
i-WHIM YNIIXACNHEo 110 E
xsTRuaax Arlo SAFETY sTeNoaxos
ONLY WHEN SPECIFIC APPUCATIONS ARE NOT COVERED.
JACOBSEN HOMES
THESE SPE�IC"TM RU MM.IGS AM
BY:
O.A.
OA1E
10-24-07
REV£iiDt:
MOKAL. PROPRIETARY. AND OMFVWIIRL
1MIVIALS OF VZOBSEH MAWACNW.
A
/,
DRAWING 1NIE:
P.O. BO% 368
HC STXH MATUMS ARE PROWS) ITTTIE
SITE NSTAllID SHINGLE ALTO UNDERLAYMENT
IA-1,
SAFETY HARBOR. FLORIDA M95
PHONE (813) 726-1138
TEWSIT RA S46Y PJFM NO WST H
KEPT fil:1[!%74L ARE YMIT TAOI O7IRT5
I DRAWNG NUMBER:
AD-PR-7008
26
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
All FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF (LASHING.
105' X I' MINIMUM ROOFING NAILS
OR .113" X 1- MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BY SECURING
FASTENING FLASHING TO ROOF.
THE SHINGLE TO 104E FLANGE AREA MATH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. MATH NAILER
FLANGE. SECURED TO ROOF, ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. MATH BOTTOM OF
RANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER MATH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
DAPIA APPROVAL•
I. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. I- X 1" X 16 GA.
AF
ROVED BY
STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
0110
ju'A n t
llorpmam
1H INC.
FEDEf
AL MANUFACTURED HOME
EONS
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
MY SPLQIUMPIS No IAUAANCS ARC
DRAWN BY.
M.
GATE
02-04-04
REV IEIiE R
DRAWING TITLE:
aao1AL PRDPKTA AND C91fWN%k
AA P.O. BOX 368
MATUDALS Of AACOBSOI WAMIFACIUfYAi 10
IRC SUCH IMIIRMI5 AA( PRDYD[D DC
IYP. FLASHING INSTALLATION
—
SAFETY HARBOR. FLORIDA 34695
HDRII FIR 9w Rw"m ARO "I [
DRAWNG MAIBCR:
PHONE (813) 726-1138
KEPT CUID(RIML AND SEOSI IRON ORgi
AD-PR-7009
ADDENDUM
GENERAL NOTES / TIE-DOWNTS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED 10 PROPERLY SECURE THE HOME.
2. VERTICAL DE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME BE-COYVS WHE)1 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W"E'1 MOORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLA E MUST BE NSTAL' ED
IN ACCORDANCE W11H THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLED BY JACOBSEN HOMES (TO BE SUPPLED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL MOORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME DES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
B DESIGN BASED ON 95 1/2• I -BEAM SPACING AND A MAXIMUM SIDEWALL HOG HT OF 8'-0' (82• I -BEAM
SPACING IS ACCEPTABLE FOR 10' WADE SECTIONS OF MULTI -WINE UNITS W/ 90• SIDEWALL HEIGHT ONLY).
9. LONGITIAINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH 1-BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON If. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WIIH AN APPROVED BUCKLE OR LOOP.
IT. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIACONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION MAD TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12• ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SIRING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESST 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 TARIL$ ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SNGIE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPAONG 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 PLRPEND10" 10 TIHE CROSS -MEMBER
TO VHCH IT IS ATTACHED (SEE NOTE 16) IF REWIRED 10 MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. All NGIURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER 10 THE APPROPRIATE TABLES FOR
THE REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REWIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING REQUIREMENTS. ALL BLOCKNG DETAILS
CONTAINED MTHIN THIS MANUAL ARE APPUCABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES,
'VF
ROVED BY Aa,,,...
Q No, O
THESE NOTES AND DETAILS ARE APPLICABLE
_
i '.
1 5 >
FOR MIND ZONE 11 AND/OR WIND ZONE III. THEY
5 ENE8703571
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
N
FOR SPECIFIC INFORMATION ON EACH.
-
T6TFw
f
JACOBSEN HOMES
NOTICE: '" �ANN1
MSESPECN1CA1 SMDDRAWNLSAAE
mwP PRUPRHIMY. AND fXN mTVL
Nnll 1 (AAA
C.L.Y.
OATS:
5-19-95
REV. LETTER:
DRAMNG TIRE;
NOTES
MATMMS OF NACCBYN MNAXACTMDNG
TD-GENERAL
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
RED 7 fm PE c AAC SKNO OUST K
DRA MIMSER
AD-TD-0001
PHONE (513) 726-1138
APT CO rm No YOCT FRDN OnaS
28
29
ADDENDUM
R
�1'6L
S
NORMAL
TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL
TIE -DOWN
SPACING TABLE
(
HN
WIND ZONE II
WAND ZONE III
MEN. Ory.
ANCHOR
WIN. Otr.
ANCHOR
r v
FLOOR
WIDTH
U
Lk SECTION
ANGLE
MIN. 0
EA OF
EA.SEC 3CIgn
Ak
u�B
20'-0
2
36'
2
45
60'
25'-4'
2
50
3
38
26'-B' I
2 1
54'
3
4t
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
4AONG
DEIL NEAP
ANUfDR ANGLE
$PAONC
DEL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150�
40'-50'
24'-0'
12'
8'-0'
31501
40'-50'
6'-B'
31501
40'-5D'
25'-4'
12'
8'-0'
31501
40'-50'
C-8'
31508
40'-50'
26'_8•
12'
8'-0'
31501
40'-50'
40'-50'
LONGITUDINAL
TIE -DOWN
SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
WIN.
Lk END O
ANCHOR
ANGLE
A. On.
U ENO DE
AN waR
AN
FLOOR
`LE
N
WIDTH
EA SECTION
YIN,
B
EA. SECEDE!
MIN, B
2'-0'
2
50'
2
68
O�
24'_0'
2
70'
3
50'
25'-4'
3
45'
3
60'
45'
3
60'
VERTICAL TIE
-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
�AOKG
DEL NERD
ANCHOR ANOE
S°ASPACINGDEIL
HEAD
LOAD
ANCHOR MOLE
FLOCK
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
t2' S'-4'
31501 40'-45' 4-0
31501 31501 40' S0'
4 -O
12' 5'-4'
31508 40'-50' 4'-0'
3150�' 40' S0'
25'-4'
12' 4'
3150 40'-50' 4'-0'
3150) 40'-50'
26'-8'
12' 5'-4'
3150# 40'-50' of T1FIJm '-0'
3150 40' 50'
S
NOTES:
CNEFR NG� � ''
DADIA APPROVAL
1. SEE AD-TD-000I FOR ADDITIONAL REOUIREMENTS.
STE
`` �:'Q`�G N0.�Fo'?' ";APPROVED BYE
2 SEE AD_iD_D01I FOR MAXIMUM PIER HEIGHTS REWIRED
TABULATED ABOK.
FOR THE LOADS _ ENE$
1 5
INC.
�II
,�' .'• \v
'•, FS••., OIAI. ��\ �O
EExM�uuN.L1L�l0F
W3iMFTP1uON•Li1 SlW'JOJ
NOTICE: JUiEH1N1
DATE: REV. IFTTEP.:
5-30-95
JACOBSEN
HOMES
,,ESES QnUTIDNSMDDRAW NS
MONA., PROAm MNETARY• AHD CCHE!pE1JIW GRAINING TITLENORM.
OF JACOBYM
N MJAFACTANLP.O.
SPACING TABLESMATD
m
BOX 368
SAFETY HARBOR. FLORIDA 34695
w Wa MATERIALS ARE m"01D TO THE
KCINDWI Fa SEEM rwnss MOuAl K DRAMNG NUMBER:
AD-ID-0010
PHONE (813) 726-1138
E>pt XAVIX AID SEOST FRPI OTNI
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C
77711111A LONGITUDINAL TIE -DOWN SPACING TABLE
`
FLWR
YAND ZONE
II
WIND ZONE
N
YN. On.
EA t1HJ a
Jw9f
AW N1EFLDTM
FA SECBIMI
YEL f2S-4'
mm
3
4024'-T3
4025E-4'3
44'•_g•
3
a
(SEE NOTE 14 FOR ANCHOR ANGLES)
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
ONO ZONE II WIND ZOO RI
Ball NA)( OBI. HEAD
FLOOR LAVE [81. HEAD MOION ANGLE SPAEDIG LOAD No
ANGLE
WIDTH OVERHANG .
12' 5
12' 5
19, 5'
4D'-45'
(SEE NOTE #4 FOR ANCHOR ANGLES)
yA, C E N SF`�ifi
No 454784
3'�' uTf;ifi/UY�
'`aa�tcS O R 1.0P'
N A L �Ceaa
NOTES;
1. SEE AD -ID -COOT FOR ADDITIONAL REMR09 15.
2. SEE AD-ID-OOI1.1 FOR MAX" PER HEIGHTS REOUWED FOR THE LOADS
TABULATED ARM
3. TIE -DOWN DESIGN ON THIS PAGE APPUIGABIE TO DOUBLE AIDES ONLY.
4. go I1'Al1AN ANCHOR
ANGLE SHOWN
DABNIPLATE. THE
ABOVE CANNOT BE ACHM.
NOTICE
JACOBSEN HOMES Dn4sET41CA"DNS ND OJUER0165 ME
DWfFN. PPOPIEETARI. AND CONFIDENTIAL
MATERIALS OF .NCOBSFM MANUFACIUNIYO
V P.D. Box 368 MC 9101 MAIDENS ARE PRO1wf0 TO TIE
SAFETY HARBOR.
FLWDA� 95 M%�AMwD6
M.T.
REF.CALC.
C-TD - 215.01 - 215.20
APPROVED BY
00
ONJTm 16,2009
AINC.
PEDIW'ANELA EEO ROBE
FAXSTPMC N MD SIJflY STAR0A1105
SPACING TABLES
AD-TD-0010.1
qn
.51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
Him
III III
III III
�,ai�!=
"r�►��er�►�"=
now
r
Foomm
m Ar
Ix •• .
IF •• . II •• . 11
11. •• ,
MM M NI-IY-WIU IN H N) FI wiV IN11 M H 1wIV 1I rI N/,wty 1N
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE-DOlIN METHOD
TYPICAL CROSS SECTION
SHOWWG TIEDOWNS
FIGURE 1.1
SIR FIGURE 5.0 FOR ALTERNATE M-DOU YE Alllr
NOTES:
ENGINEER ` VAC Ll 0-C 4,,i
�
1. SEE AD-TD-0010 FOR SPACING TABLES•G\STE,g ..mot
2. SEE AD-TD-0010 FOR CUANTY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. = �- P� No ••
3. SEE OTHER DETAS FOR 13LOMNG (PIER) QUANTITY AND OTHER REQMtETAENTS. ENE8703571
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/DPOSURE'C': 60' MAXIMUM HEIGHT ' 'q •. %}}r'���
ZONE 2/EXPOSURE V: 44• MAMUM HEIGHT '• A" 4( q
ZONE 3/E)PDSURE'C': 40• MAXMUM HEIGHT %�� ••�AA,VVVpIA •'�\
ZONE 3/E)POSURE V: 36° MADAN HDGIIi ''.. �tSPI..:: :•:• F�...
YF NOTE 5 FOR
MWulw f4A71T
:77>�.LT[d81
INC
JACOBSEN HOMES nHESE 9"EQIUTIOH6 NmsT F U6WVII BAA DATE: REV. LETTER:
ANO ORAxNrs ARE C.L.Y. 3-27-95
0MONAL. PRONEE7I . AND aY1rloFNTAL ORAYANG TITLE: FIGURES 1.0 AND 1.1
P.O. BOX 368 MATUOU OF ACWSEN YA'"ACT"G
ING 9" MAIM45 IRE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 REOPON Fat 9tt � W "I BE DRAWNG ANUMBER:
PHONE (813) 726-1138 Harr COxPD uL w Ko nm OT AD—TD-0011
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
.., mu•un T' nn1Al VOANMK
FIGURE 1.0 ®eesc'BDot'��
` N 5 F �ilr°ems
NQ 4 '1
m� • bra a1 : m,
o
TYPICAL CROSS SECTION TV. am-WON°°B®6NasaBSB®0®klY �e°°°
SHOWING TIEDOWNS Ir. TIM ss rM
am
11 11 5 FOR
IwuDu NOW
�.--,ANCHOR ANXE (SEE NOTE 16) GNOR ANOE (SEE ROTE p) —I
FIGURE 1,1
(DESIGN BASED ON 95 I/Y I -BEAM CENTERS AND 96' HIGH SIDEWALLS)
NOTES:.APPROVED
1. SEE AD-TO-OD10.1 FOR SPACING TABLES
BY
2. SEE AD-TD-OOI0.1 FOR QUAINTY OF LONOITLIM 1TE-coa STRAPS TEQIIRt•D.
Jun 16,2009
OTHER DETAILS FOR BLOCKING (POE) QUANTITY AND OTHER REQUREMOM
INC.
3, SEE
4 SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
11D1 UIrnOX. *9H sTuloaxos
CMIN I..0 WE
5. ZONE 2/1:w=RE'C': 67* MA)IMUM HEIGHT
ZONE 3AFOSURE V.- 58• MA)WUM HEIGHT
REF. CALCR
6. WHEN ANCHOR ANGLE SHO9N ON AD-TD-0010-1 CANNOT BE ACHIEVED,
C-TD- 215.01 - 215.20
INSTALL AN APPROVED STABILIZER PLATE.
1E1. LETTE
xoTTc�
DRAM BY: JAW
1(,T, 06-04-09
JACOBSEN HOMES � vRweETIrA01Sax�10Ma�mAHmEx"u
oRAUKcnTE:
FIGURES 1.0 AND 1.1
MATMALS OF JACOBSEN MWUFACAMO
BOX 368 GIG SXN MATEPoNS AM PWAM TO INC
A
SAFETY R O , FLORID; 95 Sf ��
DRANIKG NUMBER AD-11)-0011.1
PHONEP.O.
32
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
A (+`
MIN.
MIND ZONE II
WIND ZONE III
AY.
ANCHORMIN.
Y.
ANCHORFLOOR
MOTH
EA. END O
ANGLE
EA DID OF
ANGLE
EA. SECTION
WIN. a
EA SEcrax
MIN.e
12'-0'
2
'
2
�t]Q
13'-4'
z
so'
50
z
68'
6a•
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL
DEL. HEAD
ANCHOR AxIlE
SPAONG
DBL HEAD
LOAD
AE010R ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
8'-0,
31501
40'-50'
C-8'
31501
40'-50'
13'-4'
6'
8'-0•
3150/
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WAND ZONE III
FLOOR
WIN. T.O
ANCHOR
uNL OTT.
ANCHOR
WIDTH
EA EEC OF
D
EA END ON
ANGLE
MOLE
0 � J
EA SECTION
IN.
YIN. E
EA gCPDV
YIN. 9
12'-0'
2
64'
3
47'
IS 4'
3
42'
3
55'
IS 4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WIND ZONE III
�AONC
DBL HEAD
LOAD
ANCHOR AXLE
SPAONG
DEL HEAD
LOAD
ANCHOR AKKif
FLOOR
WATH
EAVE
OVERHANG
12'-0'
6'
54
31501
40'-45'
4'-0'
31501
40'-50'
6'
5'-4'
31501
40•-50'
4'-0'
31501
40'-50'
NOTES
ENo`FE (
;`\ D0,6,
A
DADAPPROVAL:
1. SEE AD-TD-DDDI FOR ADDITIONAL REQUIREMENTS
�'GISTERE.,(C`Z%'
APPROVED BY
Q No. O '•,
2. SEE AD-TD-0013 FOR NA)DYUY PIER HEIGHTS REOLFRED FOR Tit LOADS
ARI 115 IR
TABULATED ABOVE
ENE8703571
N
3. MAX EAVE OW4RHAEG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR FEAR.
' * '
I N C
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLDCA MOTHS WITH 95 1/2'
STATAr', F Q :
9p; G! . 44 �
Itxw wvu.numloe
COSI0.;Ip NO W[i15WM�
I -BEAM SPACING, %' MAXIMUM SIDEWALL HEIGHT AND 6' MACINIRA SIDE
MAX EACH SIDE OF UNIT).
,R`•'•
OVERHANG (6' OVENiING
JACOBSEN HOMES
NOTICE: AIAfl1n
DILSESPEOnCAllDVSAND DRAMN4SNR
III1�A'
C.L.Y.
DATE:
5-30-95
REP. LL17LR:
DRAWING TITLE
NORM. SPACING TABLES
P.O. box 368
MORAL PROpK7ARI., AND tamoENTk
MATERIALS LP JACOBSEN MAFAFACRRIxG
INC. PRDADED To THE
SAFETY HARBOR, FLORIDA 34695
4)OI MAIERNs ARE
Rf F l` FOR stmC gFRHS AND YISI OE
DRAWING NUMBER:
PHONE (813) 726-1138
KEPT CalCpPA AND SZOO FROI OILERS
AD-TD-001 2
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
^��I
lil lil
III III
I
noa►.�=
G
%DJ2/IIJJZ9=
yyfE�ll�i�'—
y�1�ll���l����
,
z
wo
soo:kNq,lmm
_:ice
_:
nAv, rm W i1 iA IMIA MR AII-ID-WII IAAL PtR AU-IU-=Z IAIILL PER AU-IU-WI[ IN
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE 2.0 FOR ALTEDITE TIE -DOWN 1EEIIIOD
FIGURE 1.3
SEE FIGURE 7.0 FOR AL MATE 11E-DOWN M110D
NOTES:
I. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES
2. SEE AD-TD-DO12 FOR GIANTY OF LONGTUGAL TIE -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) oIIANBTY AND OTHER REGUREMENTS
4. SEE AD-1D-0001 FOR ADDITIONAL REOUREMENTS.
-5. ZONE 2/EIfPOSURE 'C: 30' MAXIMUM HE)GHT
ZONE 2/ETTDSURE '0': 48' MAXMAIM HEIGHT
ZONE 3/E10'OSURE 'C': 28' MAXN4UM HEIGHT
ZONE 3/EXPOSURE '0': 60' MAXIMUM Kai
SCE NOTES FOR
MAyUY HEXGT
C• DO • ,
6 STEq''�bc4`%
I'LK AD-IU-LW12 IANL WAX.
DAPIA APPROVAL
APPROVED BYE
INS �
Ff1iRHy HAH1iK1111®ID,IL
LT.RRIAMLTp Ap W{IIFIMGIIA
JACOBSEN HOMES
NOTICE"lAZUN A
LORAVR%gr'
C.L.Y.
DATE:
5-19-95
NEV" LETTER:
P.O.
m
THESE SPEGNCATIONSAMDRAA*&WFII
ORIGINAL. PROPRIETAFM AND OWWDITIAL
MATERIALS OF JACOBSEN MAN3FAC➢RRG
ILIV`
DRAWING BTLE:n
FIGURES 1.2 AND 1.3
BOX 368
SAFETY HARBOR, FLORIDA 34695
INC. 91DH YATERl45 ARE PROYM To THE
PL(HNF FOR SPECRC FIPAIBS AND 1051 H
/H1
DRAWING NUMBER:
PHONE (813) 726-1138
KEPT Ca.W13NT14 No SECRET mGI DRIERS
AD-TD-0013
34
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE-DOM SPACINGS
I'I Ifl
_d%now
rtn w-Iu-w�u IAt1L1 wu
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
IIIi Ilillll,/,
f)g
Q.
NOTES: ICE yAOVA✓:., �� DMA APPROVAL
\SEE i
1. SEE 0-TO-0010FOR SPACING TABLES �O'•F�G No. RFO`'._v = APPROVED BY
L SEE AD-TD-0010 FOR OUAILTY Or LONCITUDAL TIE-DOAN STRAPS REQUIRED. ENE8703571 5
3. SEE OTHER DETAILS FOR til0S7ONG (PIER) QUANTITY AND OTHER REOUIREMENIS
4. SEE AD-TD-D701 FOR ADDITIONAL REQUIREMENTS. , I I I \)V
' , Cam; •. / �. nnAN W,u.crw®�at I
F ^!OIAN.• V\�`` aa,xcTawO wcnsnnaNMTt
w
JACOBSEN HOMES
P.O. BOX368
NDTEE
MESS SPEOFIUDU:S AAN DRAWND3 ARE
OMONw, PROPPoEtART, AND CYHnDp1TMA/t
a JACD2YN MANJFACIUTING
MC,
DRAWN BY:
C.L.Y.
DAB:
5-19-95
REv. LETTER.
A
FIGURE 2.0
SAFETY HARBOR, FLORIDA 34695
sucmS
wa VA1Ekws AAE FRONDED To iNE
REO T F( 4(f PRYQ,$ NO 1US1 f6
H
ORAMNG NUMBER
PHONE (B13) 726-IIM
KEPT avrcprx MO sw ww OTIERS
AD-TD-0014
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
TIE -DOWN STRAP
SEE OTHER DETALS
FOR TIC-DOAN STRAP
SPECIFICATIONS.
SEE AD-ID-0200 FOR
RADIUS CLIP DETAILS
(REWIRED MS LOCATION).
GROUND ANCHOR
SEE OTHER DETAILS FOR SILT,
ANGLE AND OTHER INSTALLATION NOTES
SCUD HEADER (CFOSSMEMOR)
SEE AD-TD-0200 FOR
RADIUS CUP DETAILS
(REQARED THIS LOCADDH�
SIDE NEW
NOTES:
I. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-TD-0010 FOR OL'ANITY OF LO4GITUDIAI TIC -DOWN STRAPS RCQUfiFD.
3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REQDREMENTS.
4. SEE AD-TD-0001 FOR ADDITONAL REQUIREMENTS.
SIDE NEW OF VAN FRANC
APPROVED ANCHOR WELDED TO
MAIN I -BEAM (YE OXR DETAI-S
FOR µELONG) TO 5E PSTAILFD
AT THE FACTORY.
(VW. 31501 WOUNG (PESIOA) LOAD
A40 47251 LOWATE LOA).)
FIGURE 2.1
FRClRT NEW Y 3/4' It I/2') • MUST BE LOCATED
FOR STRINTAP
HEAMµTHY 5' a M IN
FOR STRAP ATACN1EIIi. LL
(FACTORY Ni) CHASSIS I-BEA
SEE AD-10-L200
FOR
RADIUS CLIPCLIPDETAILS
(REQUIRED THIS LOCATION).
5 VAX .
NE-DOAN STRAP
SEE OTHER DETAILS
FOR ME-DOW1 STRAP
SPECPCATTONS.
GROUND AlDa
SEE OTHER DETAILS FOR SIZE,
ANaE AN7 OTHER IISTAWIIOH NC75.
'` 1 �' "" FIGURE 2.2
�� t
�0....-\' •` ``- c LULL 4n .
7:L R APPROVAL.: DAP.A A.P OVAL
FDIVA nr"`A"
ANCHOR BRACKET AND TL'-DOWN
DEVICES ARE CERRFIED BY OTHERS
Nonca DNA1N4... 1AI1. 1t nor. cucn.
JACOBSEN HOMES D.3�LLnCAzONSAND IRAxnsAu G.L.Y. 6-IJ-95
01CGNAL FAVROART, AN) CDT 71k CRANING TITLL
YAII CF JACOBYN VAMEACmmFIGURES 2.1 & 2.2
P.O. BOX 368 W_ wcm NAU AS AAE MO"D TO THE
SAFELY HARBCN, FLORIDA 34695 xu"DT Fa s[mc Rmm AAD OUST C ORAµ1NO NUMSEA
M
PHONE (813) 726-1138 API Pb. Iw Ala xmET rnaM 0R AD-TD-OM
36
mm
LONGITUDINAL STRAP ATTACHMENT
TIPICA
V + /
TYPICAL LONGITUDINAL ANCHDR STRAP
(HELD INSTALLED)
/
�J
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL STRAPS TO BE TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WTH ASTM STANDARD SPECIFICATION
0 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
CATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA
ROVED EY
J1Iw 4, 5 M
INC,
NOTICE: DRAWN BY: ' DATE: REV. LETTER:
JACOBSEN HOMES THESE SPECIFICATIONS ANO DRAPINOS ARE M.T. 6-12-01
ORIGINAL PROPRIETARY, AND fARRDENTIµ DRAWING TITLE:
MATERIALS OF JACOBSEN MANWAC"INC
' INC.SUM MAMMAS ARC PROMBEO 10 ME LONGITUDINAL STRAP ATTACHMENT
P.O. BOX 369
SAFETY HARBOR, FLORIDA 34695 � REO IDIT FOR SPDYIC P11RVOgs AND MOST BE DRAWING NUMBER:
PHONE (727) 726-1130 F7AI CONIIDOITIAL AMD SEORET MOW O1FIOt5 AD- TD-0016
VLI%LlAMU I1li—UV IIIY / II%Min p llli—UV 1111 OC AVLIIU'I HULoU
MIN.
MAX.
WIND ZONE II
HIND ZONE III
SPACING
DEL HIM
ANCHOR
ANCHCR ANQf
SPACING
HEAD
ANDO ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
10'-0"
12'
4'-0'
31501
40'-50'
2'-B'
31501
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4"
12'
4'-0'
30651
40'-50'
2'-8'
3DO01
40'-50'
NOTES: EN'Q G'°dbpF�'L+ A
D BY
1. OFFSET SECTION KITH ME MARRIAGE LINE WALL EXTENDBIG BEYOND THE ENDWALL OF Q ,.''6\S7''p'•. "v
`3 c7 '•,
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDAJICE @� .••
WIH ME TABLES ABOVE, THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE i ,' .T'•.•. -
SEP 0 9 IS
BE TIED DOWN IN ACCORDANCE IMTH THE NORMAL SPACING TABLES (AD-ID-0010). , �, 3
INC.
2. SEE AD-M-DO01 FOR ADDITIONAL REQUIREMENTS. �•, `
•/�A 6,
J. SEE AD FOR MAXIMUM PIER HEICHI REWIRED FOR THE LOADS TABULATED �� '•. n j '' `��` FED
��i�+Fss ••
RAL MANUFACTURED HOME
ISTRUCTION AND SAFETY STAND
ABOVE. •' �V�� CO
JACOBSEN HOMES
NOTTCE +S ARE ,
1MEq Mro ARE
Nn
R.R.
ogre
8-27-96
REV. LLTreR
a
L PROa ETAR WHRAs
DAT MM. OF JAIAIY, AND NLIFACMUIC
a JACOBSEN TO
MK.
D
IL
GRAYING Tf1F
OFFSET SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
SUOI S ARE ROVOOD tHR
g0mf IN 7(orcC R AND TOK
J\
ORAAWG MI40ER
PHONE (013) 726-1138
IlPT LONFIXNDM u0 gOSI TRW pOE15
nn
AD-TD-V020
)6
38
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 -DOWN METNOD
TYP. CROSS SECTION(S)
SHOWING REDOWNS
SEE NOTE 5 FOR
MAXBIUM 161"l
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE -DOWN METHOD
(TABLES ON AD-m-0010 p1.NDI ARI.Y �II
TO M STANDARD Igllll-'AiIE sEc➢aNS
O THE UNIT -$ NOTE I, A1�1D-0020)
TTP. FLOOR SYSTEMTYR
ANCHOR ARGUE ANm
FIGURE 3.2
S�AiR�NI g.A s)gNTF3F4ATE TIE -DOWN NETHOD
NOTES: ENp`` DMA APPROVAL:
I. SEE AD-TD-OD20 FOR SPACING TAMS (OFFSET SECTION ONLY). `3 ��: •�,GYSTE'9 '".-I
2. SEE AD-TD-OD20 FOR QUANTITY OF LM07VDX TIE -DOWN STRAPS REWIRED. : Q No. a '••• APPROVED BY
(OFFSET SECTION ONLY) ENE8703571
3. SEE OTHER DETAILS FOR EILOCONG (HER) OUANTITY AND OTHER REWIREMENTS.
4. SEE AD-m-0001 FOR ADDITIDTBONAL REQUIREMENTS. �/ =
5. ZONE 2/EXPOSURE 'C'44- MAXIMUM HEIGHT
y�C7C N
: i UII fAA
F MC,
ZONE 2/EI�POSURE '0" 24- MAXIMUM HEIGHT (32" 0 24' WIDE MIN.) '��,'� •' • \ `� ` n a,Ay N
ZONE
ZONE 3OSURE 'C�. 32' MAXIMUM HEIGHT
'D': 32- MAXIMUM HEIGHT (49' 0 24' WIDE MIN.)
JACOBSEN HOMES
THESE sPEgDWTONs AND DRAYANGS ARE
NTARY.A
LJOEEI
DRIgNA1 PROPRIETNiY, AND CONFIDENTIAL
�"❑
P.O. BOX 368
SAFETY HARBOR, FLORIOA 34695
PHONE (813) 726-1138
MATII8AL5 a JACOBSEN MAWFACTLRING
RIG SUIH R SKC 5 ARE FRONDED U THE
PCWM1114 AND yDU IR� DIEM
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECRON)
SHOWING TIE -DORY SPACNGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
Aalw a u11,,,,
NOTES.- `Ex .1[r.A{ DMA APPROVAL'
r
2 m :.4;
SEE AD--0020 FOR 57ACTALES (OFFSET SECTION O
z � �O•Q'�GrNo.9F0 F.1,': APPROVED BY
SEE AD-m-W2o FOR auAN:n a LaaTuaa TIE -Do% STRAPS sTRAPs REour®.
(ms� SECT" _? NEE703571
SEE
J. OTHER
DETAILS
FOR
R LOC!'NG (HER) Wu1Rn AND OTHER REOUiREl@TTS
4. SEE AD-m-DWI FOR ADOTO:AL REWLREYFN75. INC
J —."7
'I,s'6i;AL
JACOBSEN HOMES Horace URA" Br: DEA
REv. EEI E6
DATE REV. LETTER: . 1NESE sF[gnunaxs AND wA.Ncs ARE C.L.Y. 5-11-95
OMOXIL PAOPR[iMT, AND D4lIDD _ DRAMNG RRC /1
L.Y. 5-11-95 VATDSALS a JACOM YANSAC1u3ND N „ P.O. BOX FLORIDA
uc SU01 YAIE%•E$ AA[ PAo.Ytn 10 iME FIG. 4.0
FIG. 3.0, 3.1 & 3.2 A S�EPHONE TY R(3 3)F726 iDi�4695 �I Of�IittaY�M D WT q O K DRAWING NUYBEk
R: D-TD
AD-1D-0021
41
25'-4'
1 12' 1 6'-8'
1 4000/
1 15'
1 4'-0' 1
3950/ 1 2Y
26'-8'
1 12' 1 6'-8'
1 3950/
1 28'
1 4'-0' 1
3950/ 1 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
j�
MIN.
WIND ZONE II
WIND ZONE III
'Ci v
FLOOR
WIN. OTY. ANO!CR
WIN. Ott. ANCHOR
VIDTH
Ek END OF FN'
E END OF ANGLE
\gv
V
FA SECTION uIx. a
EA SECTION MIN. e
20'-0'
2 50'
N/A N/A
24'-0'
2 70'
N/A N/A
3 42'
N/A N/A
26' 8
N/A N/A
N/A I N/A
VERTICAL TIE -DOWN / ERA IE TIE -DOWN SPACING TABLE
MIN.
MAX.
I WIND ZONE II
WIND ZONE III
FLOCK
WIDTH
EAVE
OVERHANG
SPACING
D6L HEAD
ANCHOR ANCIf
DELL HEAD
SPACING ANCHOR ANOf
LOAD
LOAD
20'-0'
12'
4'-0'
4000/
20'
NIA N/A N/A
24'-0'
12'
4'-0'
4000/
24'
N/A N/A N/A
25'-4'
12'
4'-0'
4000/
26'
NIA N/A N/A
26'-8'
12'
4'-0'
40DOI
27',,,,,,
NIA N/A N/A
,
NOTES:
ENO`fNFR AAPPRCYALDO" J//''''i OAPIA APPROVAL
((�`.11••15
I. SEE AD-1D-0001 FOR AOOIDO4AL REQUIREMENTS,T
c .
.��� O .. G 9F
T. SEE AD-1D-0031 FOR NAAMUN PLEA HOCHi REQUIRED FOR THE LOADS TABULATED
ENE8703571
ABOVE.
3. 20 WOES -62' MAXIMUM I -BEAM SPACING ONLY
-. --• -. ^
4. 4' MAMNUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
r..• iti7z47�
JACOBSEN HOMES
NOTICE PAIN
n sEs onwmsANDDRAWw e
1F6dWN : DATE:
C.L.Y. 6-13-95
REV. LETTER:
P.O. BOX 368
MONAI PROPPJEIARY. MID [CNFAENM1M
MATEMM_S OF JACOBSFH MNAIFA[TlF✓a'G
DRAWING TIRL ALT. SPACING TABLES
,O SAFETY HARBOR, FLORIDA 34695
ING Wu WATEROLS ARE PRWOED TO THE
P10 i rtl SftC RNO5E5 AN) M61 %
DRAMN:G NUMBER:
PHONE (813) 726-1138
�T CORDEHRN N0 SEM rF ODDS
AD- TO-0030
44m 001
iml
Rgp
ALTERNATE
TYPICAL CROSS SECTION
SHOWING 71EDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
YE NOTE 4 FOR
WIWW NDOIT
FIGURE 5.0
wJ L SEE FIGURE 1.1 FOR RECOMMENDED TIE-DOTN IMOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN COYFIGURATION A STYLE CREST' PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR THTB A DESION IDAD (IFORI(1NC LOLD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUSE BE USED. AN EQMMJhT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER WAY BE USED IN UEU OF THE SW CREST PRODUCTS ANCHOR
I. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS.
7. SEE OTHER DETAILS FOR BLOC10N'O (PIER) QUANTITY AND OTHER REQUIREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TO-DO30).
4. ZONE 2/DPOSURE'C': 31: JAYarJM HOGHT
ZONE 1/EXPOSURE 'D': 27' MA?CVJU HEIGHT
ZONE 31EVOSURE 'C': 30' MAZfJu HEIGHT
ZONE 3/E)POSURE 'D': IRIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS CSNEATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME DE -DOWNS
TE
arc No.
ENE8703, 1
:F( .'��
�E T. N ;
J' I
JACOBSEN HOMES
NOTICE ""11O
THERE 6 OFIn TONS MO DRAWM AAE
ONAMN UY:
C.L.Y.
uA le
6 -13-95
HBV, ULIIM
MUNA.. PRc KTARY, AND D nDEHTA1
DRAWNG TITILP.O.
199
BOX 368
MATCRIA15 OF JACOBSEN MANJFACTURAC
FIG. 5.0
SAFETY HARBOR, FLORIDA 34695
PY 9)O, uATEPo ARI PROMEm 70 TT
xa r FOR �t K RRf� xU mT BE
ORAMNG NUMBER
PHONE (813) 726-1138
K T [neLOINA N0 4CRCl TRW Otl
AD-TD-0031
42
43
6 NOT P�NWPV.
P
ADDENDBI
PPF�CT,O D� P�0N5
�
.fo
�1G V
S
$ �
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6 (L
�0� P
ZONE 11 & III/EU. C & D
LONGITUDINAL TIE —DOWN
SPACING TABLE
WIN _ WND ZONE II WND ZONE III
(v
FLOOR LDDR MN' OD'
WIDTH CA ENO O
EA YCnON
ANCHOR IN. 011.D O
EA END IG
MIN. B FA SECIXM
MIN,
ANCHOR
ANGLE
MIN. B
20 0• N/A
2
N/A N/A
42' 2
N/A
53'
24'-0•
254 2
45' 2
58'
26'-B• 2
48' 3
3-70
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING
TABLE
WIND ZONE II
WIND ZONE III
MIN. MAX.
FLOOR [AVE
SPAONG
�' MEPD
ANCHOR ANGLELOAD
DI
HOR NtaEWIDTH
OVERHANG
LOAD
N A
/20'-30'24'-0'
N/A20'-0'
12• N/A
4'-0'4000j
N/A
20'-30'25'-4'
12'
12 4'-0
NOGG+
20'-30'20'-30'26'-8'
12• 4'-0•
40001
20'-30'25'-30'
LONGITUDINAL TIE
-DOWN SPACING TABLE
wND ZONE II WIND ZONE III
MIN.
FLOOR
MIN. OTT.
CA ENO OF
ANCHOR
ANGLE
YIR OTY.
CND OF
ANCHOR
ANGLE
j1\)
WIDTH
EA SECTIONYIN.
B
CA SECTION
WININ . B
V
20' 0•
N/A
N/A
N/A
N/A
24'-D'
2
60'
3
45'
25-4-
2
66'
3
48'
26' r
3
41'
3
152'
VERTICAL TIE
-DOWN / FRAME TIE -DOWN SPACING
TABLE
MAX.
YAND ZONE II
WIND ZONE III
DEL HEAT
ANCHOR INCiF
EAVC gAOXG'HEAD SPACING10�
ANCHOR ANQEjq
OVERHANG
E24'-O'
Q
N/A
N/A
N/A
12' N/A
3'-8
N/A
4DC9t 20' 30'
4000�
20'-30'
12
12- 4'-0
4000j 25'-30
NOGG@
15 30'
26'-8' 12' 4'-0
NOGG/ 25' 30'
40001
25'-3D'
ENDNE[RA3(THIIIIIIII„AJ''
DAFIA APPROVAL:ro
s:
C. Do , ,,,
NT(\ COF
PPROVED BY
.....'f•
I. OFFSET SECTION MIN THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF `1 O'
�'
TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE g;.���
,1
THE ADJACENT SECTION MUST BE No.RF�'•2
WITH THE TABLES ABOVE. THE 9DEWAIL SIDE AND THE ADJACENT SECTION(S) ARE TO
E H, -r
p' JUN 1
BE TIED DOWN IN ACCORDANCE WITH THE µT. SPACING TABLES
(AD -m-0030).
�`V■ INCADDITIONAL2.
�J
SEE AD-TD-OD01 FOR ADDITIONREOUREMENTS.
- 9 '•. 'EQSJ
—
.—.
-
`I.. ...::""m'�
CU. -..
REQUIRED FOR
THE LOADS TABULATED`
3. SEE AD-TD-0033 FOR MAXIMUM PIER HEIGHT
ABOVE.
NOTICE 4 C.L.Y.
5-30-
REV. LETTER:
JACOBSEN HOMES
wsc�EanunoxsANomu+N�/ti'°' 11"
ORIONIL, PROPRMTMY, AND QVUMpITVL DRAWING TIRE:
ALT.
SPACING TABLES
P.O. BOX 368
STY HARBOR, FLORIDA 34695
MATERIALS OF JACOBSEIR MANIFACTAdNO
Nc sJa MA AK PROWom To M
C H � E DRAWING NUMBER:
AD—TD-0032
PHONE 726-1138
� 0
G N01 t�N t _
%IATI�TMS DES ADDENDUM
m-�M ALTERNATE TIE -DOWN SYSTEM
TIP. CROSS SECTIONS)
SHOWING PEDOWNS
SEE NOTE 5 FOR HE
IGHT valHEIGHT
I IAEUS ON AD-1D-0032 M1EH APPLY
To THESE STANOW Mu1HT{C SECIINS
OF THE UNIT -SO Not 1, AD-TD-00321
TIP. FLOOR SYSTCJ_
A 100 ANGLE
TtP.
D^A:'i:1I.T:.Ij
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 31 MR RECOINENDED'FIE-DOTN MMOD SEE MURK 12 FOR RECOMMED TO-DOTN ID.FNOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DO" CONFIGURATION A SIYIE CREST PRODUCTS MODEL 57SH (TYPE 2)), AUGER ANCHOR TO A DSTGN LOAD (TOREN LOAD) RATENG OF
4,000 POUNDS AND AN ULTBLITE LOAD RATING OF 6,000 POUNDS MUST BE USED, AN EQUIYEANT ANCHOR 4EETNG THE ABOVE SPZC91CAMNS WE BY
ANOTTLR MANUFACTURER 'LAY BE USED IN ILU Of THE STYLE CREST PRODUCTS ANCHOR
NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWY ABOVE ARE ACCEPTABLE FOR USE IN
I. SEE AD-m-000T FOR ADOTICNµ REQUIREMENTS. ALL WND ZONES AND IN BOTH EXPOET.FE 'C' AND EXPOSURE'0'. HOWEVER, BY
INSTALLING THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAST THE MAIL
2. SEE OTHER DETAILS FOR BLOOONG (HER) QUANTITY AND OTHER REOIIREMENTS. HEIGHT OFF THE GROUND IS MARY REDUCED. SEE OTHER DETAILS FOR K
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-m-DO20). RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DDI
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES m (AD-TD-DOTO). E III '' ,,,�
(ALSO $9 AD--D020 AND AD-m-002T) DD""1,, DAHA APPROVAL: �
5. ZONE 2/EXPOSURE'C': 32• MA)IwM HENJIi .O�\•.•G�r,'7fgCO(4` , PPROVED BY
xw
ZONE 2/EXPOSURE D': 24• MAXIMUM HEGIT `� •. F, Z ��'
ZONE 3/EAPosuaE'c': ' uAnu HERTHT . e, No. O'•.
ZONE 3AXI'OSJRE'D': 2B• MAXIMUM HEIGHT E870 N
� , 5 1M
STA In. OF 'AINC
JACOBSEN HOMES N077CP IL„ ORA f DATE: REV. LETTER:
THESE SPEO11CA s AND DRANNG$ A1S" IIIITITTP' C.L.Y. 5-30-95
aEtlNAL, PRDPPoETAAY, AND ttNIGE1111I1 DRAWING nnc
P.O. BOX 368 MATDOµS OF JACOBYN uA4JTACTUdNG 6.1
„ SAFETY HARBOR, FLORIDA 34695 ANC WON MATERIALS ARE PROVIDED TO THE FIG. 6.0 &
PHONE (813) 726-7138 ,¢PT mlr6atuL A,,SEar riG pTI�S DRAIMIG NUMBER,
AD-TD-0033
44
45
R�Jq� ADDENDUM
dogs
g ALTERNATEIIEDHOTI INSPACING TABLES
ZONE fH& C&D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+
\j
MIN
WIND ZONE II
WAND ZONE III
YIN. Ott.
ANCHOR
MIN. OTT,
ANCHOR
FLOOR
WIDTH
CA YEA END OF
COON
NOE
YIN. B
EA END OF
EA SECT"
NGE
WIN. B
O
12'-0'
2
43'
2
'
2
50'
2
68
68'
13'-4'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN,
MAX.
RIND ZONE II
1 WIND ZONE III
SPAOND
DEL HEAD LOAD
ANCHOR ANGE
SPRUNG
DEL. HEAD
LOAD
ANL E
ANCHORRID
FLOOR
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
390011
22'
13'-4'
6'
5'-4'
38501
25'
5-4' 1
39601
1 30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
L�
MIN.
HAND ZONE II
RIND ZONE III
FLOOR
YIN. CITY.
EA END
AwaOR
N
MIR OR.
EA. END
ANCHOR
`
�` \g
O V
WIDTH
u SECTION
MIN. a
EA SECTION
MIN. e
12'-0
2
'
J
47'
12'-0'
3
37
3I'
4
33'
IS-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
RIND ZONE II
RIND ZONE III
SPACING
DEL. HUD
LOAD
ANCHOR ANOE
SPACING
OFL HE'D ANCHOR A lF
LOAD
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
3950r
25'
2'-8'
39301 20'
13'-4'
6'
4'-0' 1
39601
25'
2'-8'
4DO01 30'
THIS ALTERNATE
APPLICATION REQUIRES POUND
ANCHORS
„..4,,000
NOTESI
ENGNE(eO PRIe;L OF /A
D P A APPROVAL
1. SEE AD-ID-D001 FOR ADDITIONAL REOUIREMEWS,
``�`�� ,.......
�� O •GT No 9FO�2�=;
r 7:
APPROVED BY
2 SEE AD-TD-DO36 FOR YASUIUII PIER IIUG/Ts RECURRED FOR THE LOADS
TAMATED ABOVE.
= ENc,g703571 ':-ON
= -
T 5 12
AY I MEAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
-
�0.'•.
F� 1C
� 1 �J
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
/ 6 a q •�� �:
'.� '04(`' • ^ D 1 �•'
waw.c�a �
I -BEAM SPACING. 96' MAXMUY 9DEWALL HEIGHT AND 6' MAXII/UM SIDE
OVERHANG (6' OVERHANG MAX. EACH SIDE OF UNIT}
VN
''ViXss/
tAl"I,
JACOBS EN HOMES
NOTICE •I7;
AND ORA.NNG6 ARE
QRlLHN :.
C.L.Y.
DATE
5-30-95
REV. LETTER
DRAW.NG ntlE: ALT. SPACING TABLES
P.O. BOX 368
Mmm ONALFCOFIGAl101t9
aaaRIAL POFpiic AIS AND Hx AC FAILQ
WM OF UCS YANAACTo
A
„ SAFETY HARBOR, FLORIDA 34695
THE
HC 91EN YAIEAW9 ARE SC; AND fa HNC
we ARE
FOR RmC Uo
DRAYANG NUMBER
AD—TD-0040
26-11
PHONE (BIJ) 726-11JB
tm N
�r CddDdnAi AH1 YaeT NM1v ono¢
ur m
' ttp ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL CROSS SECTION
SHORING 71EDOWNS
FIGURE 7.0
SEE FIGURE L3 FOR RECOWNIEED TIE-DDWN METHOD
IMPORTANT NOTICE:
SCE Norz E FOR
YAUIUY H1D11
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CDNMURATON A ME CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR WITH A DESIGN WAD (WORKING LOAD) RATING OF
4,CD0 POUNDS AND AN ULTIMATE LOAD RATNG OF 6,000 POUNDS MUST BE USED. AN DRUTM ANT ANCHOR MDETNG The ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACIIITER MAY BE USED N LD.0 OF TTN STYLE CREST PRODUCTS ANCHOR.
NOTES.
THE ALTERNATE RE -DOWN METHODS SHOTMI ABOVE ARE ACCEPTABLE FOR USE M
I. SEE Ao-TO-0001 FOR ADDIDONAL REQUIREMENTS
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0', HOWEVER, BY
INSTALLING THE FRAME DC -DOWN STRAPS AT THE 'OUTBOARD' I-BE.AV THE MAIL
2 SEE OWNER DETAILS FOR &CONING (REM) IXIANRIY AND OTHER REONOMFN75.
HoCNT OFF THE GROUND IS GREEN REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TO-0035).
RECOVUENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE'C: 38' MAMUM HEIGHT
ZONE 21EVOSLJRE DMU ': 28' YAMM HTCHT
ZONE
ZONE 3/EIPOSURE'C':
CNO vV IA
H `Y�`.• (� AA
TIARA APPROVAL -
28' MAXIMUM HEIGHT
ZONE J/EXPOSURE'0': 28' MAMUM HEIGHT
N�V`'
: ..��Asrfq
APPROVED BY
5. SEE AD-TD-D035 FOR ADDITIONAL NOTES
`-O
Q' N0. FO.2'
NE87TA
KC,
N
_
SQf 4e
.:
� q�]
'�, S • ' LNG 0�
JACOBSEN HOMES
N017C� H""'I
THQ9: vcarTu11a9 AND oxA.rxs Ma
RII``n`�''
C.L.Y.
DATE'
5-30-95
LLT'E
P.O. BOX 368
MATWtldONAL PROPKIARY. AND tt M,,R4
NS OF UCOR9:N MAFAIFACNONO
9q MATE
HG RMHS ARE PRNM TO TW
/T
H
IMUww TITLE:
FIG. 7.0
SAFETY HARBOR, FLORIDA 31695
PHONE (813) 726-11M
REaENI FM 9°EO%Ria093 Alo IAm H[
RFPr
DRAWING NUMBM
_
m4 Ak AN)sav BAIT OnOtS
AD-TD-0041
46
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL V
SEE DETAIL 'C'
DETAIL ( A'
r
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
DETAIL L 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 31500 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).
FRAME TIE -DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I -BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 'C'
THIS TYPE OF PROTEC11ON MAY BE USED FOR
PRO` �`4f/HI,A1AALONGITUDINAL TIE CONNECTIONS ALSO.
$1 :.Q NO. RF.o.• ' DAPIA APPROVAL:
910334 APPROVED PY
_ g6V n
k - �Il -M
�., STATE OF.
IA P
��i. F _ ..... •'�� \ A e...rnu uemwlTIRFD IIDFAF
uE D AND AI D OTHERS
'- NOV 2 4 1998
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE
THESE SPCONCATRMS AHD ORANNCS ARE
ORONAL PROPWITMY, AND CDNIDINTML
MA�D"u W ACMMANUFACTURNG
VC SUCH DATI DALS ARE PROM TD TIE
PlWOT fm S4 PORP)KS AND W T BE
[ffT CO+DEHNI AND KaMI ❑IDM OTKRS
DRAYM BY:
M.T.
DATE:
11-18-98
REV. LETTER:
lJ
ILl\
DRANNG nTIE:
MISC. TIE -DOWN
I DRANK NUMBER:
AD-TO-0050
ADDENDUM s
NORMAL TIE -DOWN SPACING TABLES sZ�' URp.I
ZONE II & III/EXP. C & D 10 .�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE 11
WIND ZONE III
FLOOR NK Ott. AKWR
MIK OTY. ANCHOF
WIDTH EA END OF ANGLE
EA DD OF ANGLE
EA SECTION WL B
CA SECnON MIK E
30'-8'
3
1 40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WAND ZONE II FLOOR EAVE WIND ZONE III
WIDTH OVERHANG SPA, oBto ANDIOR ANOE SPACING DBL FM ANCHOR ANOE
LOAD
30'-8' 6' 6'-9' 31501 41-46 5'-5 31501 1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ONE 11 WAND ZONE III
WOTH D.
Ott. ANGLE AV1 Ott. AN ANGLE
W7DTH EA SENDEC OF IR_ EA DID OF ANOE
EA sEcnoN uIK D (A sEcnxl uIR. D
4 42 4 25
VERTICAL TIE
-DOWN / FRAME
TIE -DOWN SPACING TABLE
MIN.
FLOOR
MAX
EAVE
WIND ZONE II
WIND ZONE III
WIDTH
OVERHANG SPAONC
H w
DaL LOAD
ANW ANU SPAONG DBL HEAD ANGHOR ANGLE
30'-8'
6' 4'-6'
')1
LOAD
46-50 4'-0' 1 31501 1 49-52
VnNOZONE RI
(110 MPH)
20 PSF ROOF
111F CALCS C
10 PSF D.L.
p111111111111pAe µ.,,, �Y
NOTES�
. �E�{ ........
. . (y<C ''., DANA APPRDV Edit{ 0 pp
1. SEE FULL ADDENDUM FOR ADDITIONAL REWIREMENTS Ci: •'•G\STER ''•
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS • P� NO' �° ` APPROVED BY
TABULATED ABOVE 910334
;'�'.• STATE OFIN
O P.: PINC,
N W6'RCIQIUOYSaIIfIAUNq
NOTIC� �RANN BY: DATF: JACOBSEN HOMES THEESPCaO,n sANDDRAMMOSARE M.T. 2-8-99
ORKANAL PRWRITARY. AND COFlOENTIL CRAVING HILL „ P.O. BOX 368 MATERIALS OF A WKN yA11UA[Tmwz
SAFETY HARBOR, FLORIDA 34695 MG WN UATOIA_S ARE RROMD TD It NORM. SPACING TABLES
PHONE (727) 726-1138 RECP•DN I'm �� OPADAS' w CRANING IRNUMBER:
PT fAN10DITME AND %m,, fRDV ODOQ AD-TO-0070
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
[I ICI
III=%11JJ'e%IpJ=
IN mill
�
%IIJJ=
=_(/GAErII�=_
nGowrG/�
Kim
I.'i
MEN
'i�'.
om
Y"A IiR M 'I Iv IIIXL rtll W FV lv II rIn I 1- wiv gnu �.n •r •v w.v ..•na u. w .0 .-........ -....
FIGURE 10.0
SEE FIGURE ZO FOR ALTERNATE 11E-DOWN METHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET Al m I"
6 N FROM 40t
OF HU4E (TWj
I'IUVIUL iv"
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN METHOD
REF.
_..W1WIp11114 b..
NOTES:
1. SEE AD-TO-0070 FOR SPACM TABLES.
2. SEE AD-TD-0070 FOR OUANITY OF LONGITUDIAL TIE-DOM STRAPS REOURED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUREMENTS
S. ZONE 2/EXPOSURE 'C: 56• MAXIMUM HEIGHT
ZONE 2/E)(OSURE V- 40' MAXIMUM HEIGHT
ZONE 3/DPOSURE •C: 56" MAXIMUM HEIGHT
ZONE 3/DPOSURE V: 40' MAXIMUM HEIGHT
t� No. a '
910334
o •. STATE CF44,
r
JACOBSEN HOMES 17HE6EL. PROCATION ANDCANNOSARE
Cf TERA• PROPRETAIWW, AND NUFACTlIVL
IN
P.O. BOX 368 MAi SUCH AT xcwARE PROVIDED
THE
NC ID(I R SPE MATERIALS ARE PR AND UST BE
tIE
SAFETYHARBOR,27)F726-11IDA 364695 FmrnFxnu AND Y t F THERS
s SEE NOTE 5 FOR
MA)3" HIM
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
io'"� c.
nurcolelc
Tgx,mcl a Ya wTTr nNn•A,a
im I. 5 -ak
M.T. I _...- 3-1-99
FIGURES 10.0 AND 10.1
AD-Ti
ADDENDUM s
V1�
NORMAL TIE -DOWN SPACING TABLES s�) �.
ZONE 11 & III/EXP. C & D 'o.2
i
LONGITUDINAL TIE -DOWN SPACING TABLE
4�
�O
MIN.
WIND ZONE R
WND ZONE III
FLOOR
WDTH
E RL CITY.
EA ER° OF
a SECTIONUK0
ANCHORDH
ANGLE
OTY.ANCHOR
to DID OF
u sEtnaD
ANGLE
tart D
15'-4'
3
45
J
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WDTH
MAY
EAVE
OVERHANG
WHO ZONE II
WND ZONE III
SRAONG
DBL 1F7D
LOAD
ANCHOR ARJE
SPAONG
°
ARaaa ARaE
IV-4'
6' EACH SIDE
C-10'
31501
40-46
5'-6,
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
FIN,
01) ZONE II
WND ZONE III
FLOOR
WDTH
MN. OTY.
EA END OF
EA SECTION
ANM
ANCIE
MIN. 0
UK Ott.
EA DID OF
CA SECTION
ANCHOR
ANGLE
WON 0
15'-4•
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
FIX
FLOOR
WDTH
MAX
EAVE
OVERHANG
WND ZONE D
WHO ZONE III
SPACING
DBL HEAD
DAD
ANCHOR ANGLE
SPACING
D13L HEAD
LOAD
uaa1NGE
15'-4'
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
TVINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF O.L.
REF. CALE&(, W'n
1i1 NIIllI
NOTES:
I. SEE FULL ADDENDUM FOR ADOITIONAL REQUIREMENTS.
2. SEE AD-TD-0073 FOR 4A4tu.XM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE
3. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEM'ALL 140T FRONT OR REAR.
4. ABOVE TABLES APPLY To 184' FLOOR MIDTHS VATH 95 1/2•
I -BEAM SPAONG• 96' MAMMUM SIDE%'ALL HEIGHT AND 6' NA)OMUM SDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF LINT).
ENO\F Q OV Tl(��
VP•.•V�STEq ••.�( 'o
: 2� N0. Fo ••. �,
910334
* vee
STATE OF ;' cZz; .
•. A4 ��
''��,2` • p \��
s'•
,
DAPIA APPROVAL-W 0
APPROVED BY
INPINC.
rtaluiwnr cl.«ola[
msnec,awowtnswwn4
,D
JACOBSEN HOMES
�w P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOS 'I❑
nEtt sxanunays AND IRAx>acfi ARE
ORA NAL FRDFRCTAAW µD _D_ESNM,
MA "'us a xCDOscx UUIDFACTURIHc
TUC sla YAIIJMLS. ARE MEANT 10 MC
HR�i w:naxn�upRSECRET `e'ROiLSIRw onai
IL BY:
M,T.
DATE:
2-8-99
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
DRAWING NUMBCR:
AD-TD-0072
50 51
I IYIGAL 1,NUJJ JLU IIUN
SHOWING TIEDOWNS
TV. RroN sI51IN
SEC ROLE 5 FOR
uAnMlu IETaHr
AH
MI ANGLE ANGLE
�'""�� AD FIGURE 103
RHOEE((TIP�.)
TYINOZONE III
OF
.
(110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE IIE-DOWN METHOD
20 PSF ROOF
10 PSF D.L
REF. CALCS.
"""III 111un„AA
NOTES:
ARP .. F
T�Il'
•''
DAPIA APPROVA
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES.
P �STE
�•.*',Q�G NU. �F� •...
APPROVED BY
2. SEE AD-rD-0072 FOR OUANITY OF L%QTUV 1 TIE-DOMN STRAPS REOURED.
.910334 •:
3. SEE OTHER DETAILS FOR BLOCKING (HER) OUANTITY AND OTHER REOIREMENTS
_
4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/E7>tP((ISIRE 'G': 56' MAXIMUM HEIGHTSTATE
_
• -
o
INP
INC.
ZONE 2/10TOSUE O': 56• MAXIMUM HEIGHT
'��.<' ' I.'P • �Z
���
ZONE 3/EIPOSUE V: 56• MAXIMUM HEIGHT
DIAL,
,'•. (` ... ��- Qj
� 1
x
ZONE 3/DPOSUE O': 56' MAITWM HEIGHT
j' �/
A jQL
JACOBSEN HOMES
NOTICE
tHEs �EEaElcAnaNs AND au GS ARE
A Y:
M.T.
DATE:
3-1-99
REV. LETTER
DTITLE:
FIGURES 10.2 AND 10.
LJONFoR1CINAt.
P.o. Dox ace
PROPRIETARY, AND 0014NDi1ENum
4AALS C11COfl4N f 11ANOf WFIWC
�� SAFETY HARBOR, FLORIDA 34695
4 yTERIMATERINB AK FROHOED TO 11
1IC41ENT"9TICK n�s035 AIO WA K
DRAMNG NUMBER
PHONE (727) 726-1138
g1`1 [aflpIXnTi MID Zrn Mil DO4R5
AD—ID-0073
52
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES SEA �1GU U'2
ZONE II & III/EXP, C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
r'
� MOH. WWD ZONE II WIND ZONE N
FLOOR W QTY. AxaNw wL on µM
O� MOTH Lk END OF AW FA END OF MGLE
t ((1 EA SEC TIgI Wl 0 EA SECRON WL B
12'-0' 3 4T 3 61'
13'-4' 2 54• 3 41,
15'-4' 2 54' 3 41,
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAK WIND ZONE I
FLOOR EAVE WIND ZONE III
DEL HEAD
MOTH 04ERHANG SPACINGLaI man ANGLE SPACING OB WA
LOAD 'W ANGLE
12' 5'-0' 31501 40'
4'-0' 31501 J9'
13'-4' 12' 5'-0' 3150J 41'
4'-0' 30001 40'
I5-4' 12' S'-0' 3150J 43'
4'-0' 30001 42'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. MNO ZONE p
FLOOR Na. Ott. � ZEE NI
U 1V EA. ENO [f µGA AL Ott. ANalat
WIDTH END OF
EA SEC MW uN 0 EEA CCXN 1ANGLE
!l 0
12'-0' 4 45 4 60.
13•-4' 3 45' J 60'
3 j 45 3 60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX MIND ZONE I WWD IR FLOOR EAVE ZQVE
WIDTH OVERHANG SPAtlN6 DEL L AD We MOM ANGLE SPAFlA DBL HEAD
LOAD ANCHOR ANGLE
12'-0' 12' 4'-0' 31501 40•
3'-0' 30001 38•
13'-4' 12' 4' -0' 30651 41'
15'-4' 12' 4'-0' 30651 43'
3' -0' 3000J 41'
NQTES k6� G�Lcs, .ot-I6,/Z ENGINEER+A`TjtQ►IIE4A Ifeeeej`e REF. CALCS C- v-17`!/
I. OFFSET SECTION NTH THE MARRIAGE LINE WALL ExTDNIWG BEYOND THE EIAWALL OF ♦1 )`t4 pC`Q
RE ADJACENT SECTION MUST BE TO DONN AT MARRIAGE LINE IN ACCORDANCE ••• �G
THE .••'tiY1F/�'•., F �
NTH THE TABLES ABOI THE SIDENALL SIDE AND TIE ADJACENT SECTIONS) ARE TO •• :' C) fir''• ti 1.. 1` D BY
BE TO DOWN INRDANCE ACCONTH THE NORMAL Sp AU�'
NO TABLES (SEE AD-ID-ODIO , � '
FOR 12'-0' 3 I3'-4' NOES, AND AD-TD-0070 FOR 15'-4' IDES).
R
2 SEE AD-ID-0001 FOR ADDITIONAL REpAREMFNIS JUN R
3 SEE AD-TD-DO81 FOR MAO� XIMUM PEHEIGHT REWRED FOR 1FE LOADS iABUA1E0 R � STA a
AB,L�, 1Fq ,• INC.
C OR
... P;.•'�44A'�e pAL MANUFAMRED HOME
JACOBSEN HOMES WOKS AM f` y'. REY IEl1EN; TIEg secncAticws AND IAw fse a :et1e�AL�AN M.T. DATE 6_8-04
,. OlaMAT.. PR'IPPiTARY, Alq [TRAINING nTIB ^
P,O, BO% 360 MAOINAL, a WAFri,N MANIA* H
SAFETY HARBOR, FLORIDA 34695' W1Q0� w OFFSET SPACING TABLES
PHONE (727) 726-1138 rt RR P7 DRANNC NUMBER: �r 'AL NO S°e1 AD-TD-0080
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVNG TIE -DOWN SPACINGS
ICI �
_.;G.�-
.=j�t�€►t�_
-
•1• I I Ilil
I ,
•,• 1 II II I •�� I I li � •[• I •I II I
FIGURE 11.0
SO MM 4.0 FOR ACl®AATR Ti%-DOIW IOTROD
S SECTIO
11EDOWT
DIE 5 FBI
JE 112
I
I MV;111.1-i
iMCI:
nowl go wk,
0 =lem Thi
! �_ NONa NXTE
/ii l2
NOTES.
1. SEE AD-1D-0050 FOR SPACING TABLES (OFFSET SECTION CAi
2. SEE AD-TO-0OBO FOR OIANTY OF LONGITUOUL TIE-DOYM STRAPS REOURED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-ID-000I FOR ADDITIONAL REQUIREMENTS.
5. ZONE-2/bPOSUE V: 4e MAXIMUM HW
S
ZONE 2/E>0POSLIRE fl': 40• MA)i HWIT-36• FOR 1Y-O• WIDE LEFTS
ZONE 3/17fPOS1RE V: 4r MAMLIM HEIGHT
ZONE 3/IDPOSU E V: 40- MAJOAIM HEIR
m
/Nola AEME
KgF• c����
FIGURE 11.2
63 MR EMIR W-DON ILBIHOD
�= L'• I';19 p'
JACOBSEN HOMES
APX'A
THESE SPE6ICATXAa AID puwN6s RE
ODi NROPWETARY, Am OORFIDFi
P.O. BOX 368
MATERIALS OF JACOBSfN MNAXACEMFG
SAFETY HARBOR, FLORIDA 34695
�T FO SpEOTC HKifP035NB MOSTlHE
BL
PHONE (727) 726-1138
KEPT (OMUFNEK AM POET FRDIH DDDK
PPROVED BY
JUN I k 20
INC.
URED HOME
SAFETYSTANDAROS
M.T. DATE: 6-8-04 d
REV. LETTER:
FIG. 11.0, 11.1 & 11.2 A
Us I1I :11
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (WI OETSET SECTION)
SHOVING TIE -DOWN SPACINGS
%,111a
A,=
I�L
�
mall
eb► ,� ,1
:�i�e� • E
/ mil:
I OTS[T S[i O NT I a AD-Ti TARE CA AD-M-OMO U&F
FIGURE 12.0
SEE FIGURES 1I.1 AND 11.2 FOR
NOTES'
I. SEE AD-TO-0080 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-OOW FOR OUANITY O LONGITUDIAL TIE-DOAN STRAPS REWIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCT(ING (PIER) QUANTITY AND 01HER R-EOVIREMENTS.
4. SEE AD-ID-DOOT FOR ADDITIONAL REDJIRDJENTS.
OR AD-TD-001D TAME
0St;E
56o- I(•Gi-16T)
SECTION
Qk. No. O •. ,
910334
A . STATE OT°
.A
s
�i�P _' • _ - QV
[WSCIFEIY
OBSEN HOMES NOTICE: ORAVN BY:DATE: REV. LETTER;
R,ESE Soo "Tio"ANDDRAMHfS ANF R.R. 5-9-01ORKMAL FRDFRETART. AND COfI[CNDAL TX2AAANG TIRE:
MATLRIHS OF lkDDS" IINUFACRIRRIG P.O. BO% 368 FIG. 12.0 HARBOR, FLORIDA 34695 uc �� R SPED S AR[ FROwD[D iD ATAUnOIT E[R WL RMPDSES AAD WST i ORAMNO NUMBER: PHONE (727) 726-1136 krT [WnD[]IRA[ NCI xW[I TRW ODETS AD—TD-0082
54 55
ADDENDUMG�R�s
S 10.1
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES
10 p tt
ZONE II & DI/EXP. C &
LONGIT INAL TIE -DOWN SPACING TABLE
E+'
MIN.
WON) ZONE I
WIND ZONE III
FLOOR
LK QTY.
µm
UN OTY.
AKHOR
TM
Doff
f� sEruaN
MR.
t, a
EA ON DO
w
FA SECTION
maf
e
�.S
O U
26'-8'
3
42
3
'
3
52'
4
45
45'
VERTICAL TIE -DOWN / FRAME TIE-DOWNiSPACING
TABLE
YIN.
MAX
WIND ZONE I
WIND ZONE N
PAW
DL WA
M04OR MOLE
SPAM
DB`�
mamu
WIDTH
OVUi{IANG EAW
26'-8'
6'
6'-8'
315q
40•-50'
6-4'
31501
40'-50'
36-8'
6'
6'-8'
31501
40'-50'
5'-4'
31501
40'-50•
LONGITUbINAL
TIE -DOWN SPACING TABLE
x
MIN.
j MND ZONE I
WIND ZONE II
FLOOR
ME o,T
E� Dn a
wa11
uae
A. ID Y.O
EA Do a
µaft
���
MOTH
�ctn1
uE
uE e
R.
O
a
EA SEQI101
26'-8'
4
41'
4
52'
30'1
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIL
MAX
WIND ZONE I
WNO ZONE II
SP'M
DEL WAMOKA
I
MO!
EPA016
WAD
_LOAD
Mg1ft AMu
WIDTH
EAE
OVERHANG
26'-8'
6'
5-4'
31501
40•-50'
4'4
3150t
40'-45'
30'-8'
6
5'-4'
31501
40"1
4'-0'
31501 F
40'-45'
VANOZONE 01
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. cmim C5 4, _ gs
NOTES:
,.•'SIFIC I r•_''Y
DAM APPROVAL:
y: 1�
: G
APPROVED BY
1. SEE FM A00FOR ADDITMAL REOUIRE11Enn
ETrr%AL
(�`•:
'1 No.0045484 '
2 SEE AD-M-0084 FOR MAXIIAIY PIER HOM KWRED FOR THE LOADS
TABU.AIFD A8o1E
• .
`
IiINIC.
F, •., CORM,,.•' ;'•-
G/ •......•• -
FEDERAL EAANUFACTURED HOh1E
°�:rTFREDENG�'.;y
CUNSTRUCTIONAND SAFEFrSIAN0ARU3
'III
JUL 17 2004
FFI`'
JACOBSEN HOMES
ncsESI ACA00K�NOO DdTF165 AM
DI Br.
M.T.
DATe
07-20-04
REV. LETTER:
DRAING RTLE'
108' HIGH SIOEWALL SPACING TABLE$
P.O. BOX 36e
amm1N. KOWTARY, No mF "m
OF M �EILMSAIUN"ALIIMMC
MAIe ma MA101N] ME mo m to IME
DRAING NlMBER
AD-ID-0083
HARBOR. FLORIDA 34695
PHONE (727) 726-1138
RHYFIR FOR TEMIC RNM NO KW EE
MD'T CDE M W AID YIIET TIM OILERS
"I-EmSAFETY
ADDENDUM
TIE —DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION I
SHOW94G TEDOWNS I Dr. ETDa
Mon ANAL
WA
FIGURE 10.0
FIGURE 10.1
SEE 110115 FOR
4 MAIIAM NDOR
AMOgI NIOE—�
MINDZONE HI
(110 MPH)
20 PSF ROOF
10 PSF D.L
5v- 18.01- � z3
o
•—APLA
EA TD-DD83 FOR SPACK TARES
'
p UG�Fi'fIF •
APPROVAL -
DAPPROVED
• SEE AD-TD-0083 FOR OUAMTY OF LONOMMAL TE-DOIN STRAPS REO MED. = p
�.
BY
SEE OTHER DETAILS FOR HLWUNG (E'ER) QUANTITY AND OTHER REQUFIDE11n N
•
.+
SEE RILL AODDOUY FOR ADDITIONAL REOURE ENn
ZONE 2ADPOST%E 'C': 35• MAXIMUM HEIGHT
ZONE
.• :�
-
11
2/F)P09,RE '1 2Y NAxII" HEIGHT
ZONE3/TDPOSIIAE '1 38' MAXIMW HEIGHT
: ^,F •'' 'c(
Q' 1
RR
INC.
i I
ZONE VEPOWRE V: 3Y MAXIMUM HEIGHT
•:
•�� C/ai •'• OR •' •� s°�
T��'fD �.�
FEUERAf_AIANUFACTUHEO HUP.Ic
ALL 9'ECIF1O ROWS ARE BASED ON 2P ROOF ANGLE MNL
Of, EN
CONSTRUCTION AND SAFEIYSTANDARDS
JACOBSEN HOMES
eY
DAM,
`�LETQt
NEXMEtiG1TgISA1$DIUMFNSAIE
,'
M.T.
M.T.
P.O- BOX
LL0OIIAL AND OOIfDFNTWL
'W`M5 CWFAI ++� IK�
� SUOI YAtUtlM3ARE�'�
DRAW
i FIGURES 10.0 AND 10.1
SAFETY' HARBOR, FLORIDAR134695
PHONE (727) 726-1138
AFR�Iv.TMY.
10 11E
UKAMM HUW
1®T [OF'QIIF ND ORf16
AD-TD-0084
56
57
ADDENDUM
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE II & IN/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. MIND ZONE I MIND ZONE 11
FLOOR • N4 an. moo In an RIM
MOTH CIL DO OF - Mu EA N Q Pig
I
^ v FA SCLIKB NIL i FA 4CIg1 YK. B
O 23-4' 2 ss' 3 ar
24'4' 2 61 J 45'
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 1
WIND ZONE B
FLOOR
VOTH
EAOE
OVERIIANG
4A010
DBL WA
La,B
Now AAUE
SPA010
DBL IEAO
AXORN Maa
LOAD
2r-4'
6'
C-8'
315DI
49'
5'-4'
3150
45'
24'-0'
6'
C-8'
31501
49,
5'-4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
j�
MIN.
WIND ZONE 1
MIND ZONE N
r v
FLOOR
YX Ott.
ANM
WN Ott
A4DO
S
WIDTH
EA CND OF
AIIQE
CA DO or
NNCF
fA STCMB
Y4 i
CA 4t1101
VOLi
2r -4'
3
4s•
4
43•
24'-0'
3
57
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
10H.
MAX
WIND ZONE 1
WIND ZONE 10
;PACE
l WA
AN= !d 0E
�AORO
OIL HEAD
ANONN MOLE
FLOOR
WOTH23'-4'
OYE Ad [
6
5'-4'
31501
4T
4'-O'
31
43'
24'-0'
6'
5-4'
31501
47'
4'-0' 1
3150
43'
108' MAX SIDEWALL KEIGHT MINOZONE 11/IR
(110 MPH)
` 20 PSF ROOF
10 PSF O.L
REF. Cua
NOTES:
owN APPAP/M
1, SEE EVIL ADODEOUY FOR AtTRROHu. REOIFfNOETi y
�G�`�'t•.....
IFIOgr �v
APPROVED BY
2. SEE AD -TO -CODE FOR YAARNY PIER HEIOOS REOLIM+FD FDR THE LO ..
V
N:. HJT
Dec. 13,2006
' .A.
i • i+w07
TABULATED ABMs
• w
I'�f C.
'
ATE C)F
•' ��:
;':'
EFOEau NAAUPACTuxD xDr
wAsrwrcTaN AND srsErcsuwD,wos
.
tnC'• :�<OHIO '` `tea.
JAC OBSEN HOMES
NOTICE 261,
1HESELPRO g15AND pUL1.S9
Bt
R.R.
DAIT:
11-28-06
REV. IFTIER:
OUMNC ARE
108' HICK SIDEWALL SPACING TA&ES
P.oLARa BON 36aARI
DRrOAAl rRF A% MC AIO mswOlix
WIOHNS 711 W NAnIACMNC
rs AK Avowom N Ru
SAf pH NAROOR, F72R I 34693
PHONE (727) 'ix6-I Ix
f sum
wt EDA 1R1k R= AIO NET K
m, mmm�u Na sao nmA cno¢
.
g1AYNG MIYBfft
AD-iD-0085 .
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TTEDOWNS
ADD_
TIE -DOWN SYSTEM
TIP. FLOOR
FIGURE 10.0
F MDER ANU M AfP W 5EABLBW
psic" WIN ANCIa WAR
� FIGURE 10.1
N IKY 50E
AOK (rm.)
NOTES:
EN
,. WE Ao-ro-oats FOR SPAQIO uelEs,
Z SEE AO-M-M FOR aAHITY Or LON0I1MAL if-DOWI SWAPS REW:EDi
3. SEE 010 DETAMS FOR BLOOOMO (PIER) MMEA
A) OUnrT ANO oRELOWEYEHi
FII.
4. SEE fLl1 AMDON FOt ADO1100k REDOREYENR
S ZONE 2/DPf W V- 44' Liamw HDw
'
ZONE 2/UPOARE V: 2B• YAIOMW HCONT
ZONE 3/10(PORM V: 44' MA)MA HEIGHT
ZONE Jj0PnAE b': W YANIMI HEIGHT
%JJ��'••.• F,
6. ALL SPED FICAT"d ARE BASER ON 20'ROOF ANGLE WX AND
90EWALL HDO1
IDa YAA
+ `'�l •• t
•••
+�J
/gip
+s TcF
JACOBSEN HOMES
xo�� AA,
�x ,PEOn�u
.
No IENMD,S ARL
fRF LOAMG aq
P.O.
WULI 4%C011. 1
W 9M AT X&S AK WADED TO I E
R, ORI
SAF PH HARBOR, 725-1A SA693
PHONE (72)) Zi6-1136
K f mPll)I:HI��AI MK
mrm va w Y nm pEt7r5
TV.
I
RE AOE S FW
YA WX 5 FIT
TNNOZF)NE E/iM
(110 MPH)
20 PSF ROOF
APPROVED BY
:J
` 13,2006
N P11KC.
EEDEPN YNNIPACIDDE CpNSIWIClNNI AHD SATFW ST
En STAMDNiDS
FIGURES 10.0 AND 10.1
AD-TD-0086
REV.
Du
ADDENDUM �R�s
(108 ALEDI LP)
NORMAL TIE —DOWN SPIAdINO PABLES
ZONE 11 & III/EXP. d & D
LONOITUDINAL TIE —DOWN SPACING TABLE
VIN:
WIND ZONE a
ow ZONE lA
TjDM
ot op orOh.
iA
t
Vie
oO
u scRtll
4k e
12`-e
3
46'
13-4`
3
3
37,
37•
3
46'
1,r'
3
4V
4
40'
VERTICAL TIE —DOWN / FRAME TIE —DOWN pPACINO TABLE
VIN.
FLOGDTH
VAX
OVERHANG CAWVIAX
AD ZONE tl
040 ZONE III
FTER
Aom ANOEA
TA*
VAX
*Do kw*
11'-0'
6r EACH SIDE
5'-4'
72'
35' TO 4(T
S'-4'
38
45'
IS-4'
6' EACH SIDE
5'-4'
80`
35' TO 40'
5-4,
42
4Y
15'-4'
6` EACH SOL
5'-4-
80`
40'
54
49,
45'
^ V
LOWITUDINAL TIE —DOWN SPACING TABLE
ON.
owZONED
WIND ZONE 10
ED1H
Vk Ott.
FA Cfdl
MOTORy
0
Ott.
CA YCAdI
Wl 0
12 '-O•
3
44'
4
40'
13'-4'
3
52'
4
45'
15'-4'
4
44'
4
56'
VEIRT16L TIE] —DOWN / FRAME TIE —DOWN OPACING TABLE
FLOOR
*DTH
1►Ax
EAW
OVERHANG
D ZONE 10
ZONE JI
sPADNG
��rR
AVDgR Ay 7E
SPA*
VAX
mom Aof
12'-0'
6 EACH SIDE
4'-0'
127'
37'
4'-0'
34'
40' TO 45'
IS-4'
6 EACH SIDE
4'-0'
726
40,
4'-0'
38'
C TO 45'
15'-4'
6' EACH SIDE
4'-0'
80
40'
4'-0'
42'
40' TO 45'
• NOTE: �riEN ANCHOR ANGLE FROM VERTICAL CANNOT BE
ACHIEVED, ADD APPROVED STABILIZER PLATE.a
(SEE NOTE 16 FOR HOLIES SET IN FLORIDA)
NOTEd.
1, SEE FUE ADUVW FOR ADDITIONAL REOUREOTS
2. TAM BASED ON A11CHOt Ii�NG LOAD Of 11501 AND DIAfANAI TIEf0
OPPO9IE BFAk
E VAY, EAVE OVERHANG PETERS TO OIERHANO AT SCE#Ati NDI fR[HI OR MAR
ABOVE IABIES APRY T01N'1,160', AND 18/' ROdt (IIpTNS TR M 112
-bEAI/ SPAf1NC, JOB kApYIM SOE{IALL ROGH AND Ti' IAI SORE
OVERNMG (6' 01ERHANO YAY EACH 9M OF U6TL
5 51ADDZER PLATES ARE MQIA7ED ON 9DC*AfE ANO4045 AND lOkatWDtk
ANOIORS SET N FLORWA SEE DUY RUE 15C, O'fECRVE VARIN 2% 1995
REF.CAL
c vc=cja
o
EN DANA APPROVAL
e•
.'p ,C ,--t`o;T!'I:1='y `'/ .:,. APPROVED BY
taar^25,2006
+ "If
N AINC.
••1 .`.. _ mxs,aucnax nno snrin sruioaans
oew v u,n ozone1.
- •._
�o'S�',''•:, 1 r l,f ✓p.. `%`� •
. V *�•••••-' � •:
'�.tREI)
JA�OBSEN HOMES
N P,O. BOX 368
A19 SAFETY HARBOR, ( FLORIDA26-95
Honda
R,LSESPECA,CAD*SMWDRAfiGSARE
a JAR' DAL
�°f 'NCO�"""'AC`
91LM AM w[ PRRVAED W DS
�Rta[NI dN9 s� WQ,o Q
OR I
D.M.T.
DATE;
12-11-07
MY. LETTER
EMTA c nne
NORM. SPACING TABLES
DR G 0 AD-ID-0087
ADDENDUM
SHEARWALL TIE—DOWN/PIER REQUIREMENTS
ur. SAM umm , , 1:171 " T21NGN . . ff. WN vNc%
i l`"'E' SHUAAAELS I *Tr
I TITO PFA s1CAflNAilS
1 cc-9WIts mom 1 A j[ a0wt1 ftuao 1
_ 1
SCE NOTE 1 RY NO1F 1 gY MOTE 1 SEE NOTE 1
QSEE NOTES 2 ANO 1 A Q SIM iIm 2 AND 3. Q
ra RcOb PIOI Kel) PTA ROTb F" MONO
7145 LOCATION INS IWC•ATOH THS LOCAMN THIS LOCAnoN
FIGURE 8,0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEYER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. AND ALL °LF VALUES.
Zl
14QTES. Dom AreRw/L
o PPFiOVED EY
I. 11c W015 FCQO£D IN wtv pox M-ww STRAP NAT ar LWATTII IX
URFR Of D4. AcuS 9AOty ADO2 (MOT AOSaln AT 00t�
Oa WMRTS TuK�MTED M M LCTgAtt E.OrO vF F7nr_ nm3' MUM Loxo .•:•C; � �
T[S] FW WM DM MM ua+at umuuTml�Fa� I EB 10 201)0
T. ►HiAi1 A MM AT Gel DO Cr M 2f4AwAD. JOfM ttrEx TIC AME VOLUA • e R0. Q
Eger 12p a AT EAOI 00 00 -uStl REcMuLM cr 5E-w., rww k%*,eNTi1 r 910334 1 F� C.
A LH01 SHEN" L 5 MATEO A lUK A SOED 1fAOU 611L MEgiT U9t¢YUA'aq Mo lk �-r� ' �
EC -DO 5PK3 a ARW ARE NcaNU (ALL V"041 m�(x T)W[L ALL UM3 ERAL MANUFACTUREO HOME
AAO ALL EAPoavAS} : -� • STATe � ��<„ a C NSTRUCTION AND WEfY STANDARDS
j�j�`� j JACOBSEN HOMES RQ]LYSO/I mgt'O '••'' R.R. 02-Ot-00 �
WAmanf4>;car, &(
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P.Q. eox aca "FIq'° E 5/W TIE/PIER REO. B
11c E4GI 1LA1TAMf MIL PRO'ACCD
S.fEh NAR801L 11OR10A 71605 rTv�arT kN 9[QG rwaxs r,r rnT RC p(�pM, HA/Ot71:
PRONE (727) 724-1138 FOr ow;pCpt:/E NA1 AW1 nDll Mat AO--TO-T 00
OO
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
O3'LJ.NG WAY BE FLAT OR SLOPED
END VIEW
350 PLF MAXIMUM SHEARWALL
DES'GV VALUE (PER, WALL)
1 I//' A .035' TF--"OWN STRAP
CONWNUCJS ARCJ.ND JOISTS.
DE VIEW
X .035' TIE -DOWN STRAP
UDUS ARLUM JOISTS.
NOTES,
•'••
DAPIA APPROVAL:
I. GROUND AYJIORs 10 BE RATED FOR M ULTIMATE LOAD OF 1125113150 DE901 LOAD)
(SEE AD-M-om (YID -GENERAL NOTES) FOR NOTES ON mall) N101oR NSTN1ATaI.)
z` • •:
:.-•'1
'. J-
,ram
APPROVED BY .( \�
i NSTALL A PER AT EACH END GE 11E SEARW'ALL JbSR (PEA 1K ABOVE pCTA�S).
3. WEN
..
ON
3EARWAIL IS LOCATED ABOVE A San HEADER (iU11EANT CROSS-MDMp.) No
FE-M,14 STRAPS ORPIERSARE REQUIRED) SHEARWALL CCNFIa.WATW.VS AIL ZmES
• .
AMID ALL Exposu S).
1. R-DOMI
i �`
�i
STRAP RfOUmCD AT EACH END 0( Ja515, ALL DB_ PW CONFIOJRATONS.
',...:'. ':.:
.'•r1 C��,
CEILM SHOWN FLAT
CATHED
AL
OR SLOPED CEUNC AY BE USED.
LIH01$VER,
6. FLAL W107H
V
,�AAAAIiJll1111
tac:.t:to+AvwP•t:wr.+5
SHEARWALCS AR5.
E SHOMRI IN TIE DETAA •ABOVE, Y LENGTH
II �tTCLAL`,```
OR CONTIGURATIO
_ N SEARWALL WAY BE USED. '
NOTICE DRAWN UT: DATE: FEV. LETTER:
J ACO BS EN HOMES I-NIE-SEM�OAWRI1 aSAND aIAWNOE I.AL R.R 2-6-96
aUGNuy CFJACART, NA CaF1TEHNIC pgAMHG TTLC:
((�� P.D. Box FLORIDA
WAIER,Ns AT JACDBS E MANBFADTON DBL. S W CONFIG. TIE —DOWN
I'�,p SAFETY HARBOR,FLORIDA3/F95 f(OPRHi1 SEWCKP�SYA`UlAS1K r
PHONE (813) 726-1138 ITT ODIEUNNL NCR 3<aft IRTI OTHERS, CRAW::;. NUMBER: AD-TO-0110 �
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
COILING MAY BE FLAT OR
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SNXW'ALL APPLICATTm)
350 PIF MAXJMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' Z .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
I. aauro ANCHORS TO BE RATED FOR AN URINATE LOAD OF /7251 (3150 DESCN LOAM)
(SEE AD-TD-DDOI [M-GENIRAL NOTES) FOR NOTES ON ORWNO ANCHOR N6TALUTm.)
2. INSTALL A PER AT EACH DO OF THE SHEyWAIL JOISTS (PER THE ABOLE OCTAAS).
3. WHEN SHEARWALL IS LOCATED ABOVE A SOUND HEADER (FURL HEIGHT CROSS -MEMBER) NO G
RE-DOWI STRAPS OR PLERS ARE REOUREO (All SHEARWALL GmFTOJRATONS, All ZONES
AND ALL DPOSURES)
1. TIE -DOWN STRAP REOURRED AT EACH END OF JOISTS, ALL DEL S/W CONFIGURATION&
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
5. FULL WIDTH SEARWALLS ARE SHOWN W THE DETAIL MOVE, HOWEVER, MY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
I. THUS DETA4 MAT APPLY TO TRIPLE AND/OR DOUBLE WDE SECTION&
350 PUT MATOMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1//' A .035- TE-DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. DoMeh,'P.l
15133 C. R. 22
Goshen,IN 46526
MIN IS A TRIPLE WIDE RAFTER,
50 APPLICABLE TO STANDARD
1BLE WIDE TRUSSES.
ND VIEW
A .035' TIE -DOWN STRAP
UOUS MOUND ,OSTS.
NOTE:
ALSO APPLICABLE TO •SuP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TES ARE
INSTALLED. (I EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY h 1
ION
A11,
rtapu W�APACRWR N:1AN
waRucTUlwowmFw.vx
JACOBSEN HOMES
NOTICE:
DRAWN BY:
DARE:
REV. LETTER
ET
,j
THESE svfonuTTDlls AND DRAWHM ARE
aDOHAL, P0'
R.R.
4-09-96
/,
,I,
P.O. BOX FLORIDAYAIEIDAIB
SAFETY HARBOR. ORI3/695
ACHY, AND COIRnmiMt
GE JA ARE MNUFAC70 NG
RIO 9lW MAILRViH ARE PROVIDED TD IX[
DRAMNG [
OR SSW CONFIG. TIE —DOWN
REOPDT TFA S^EaC Pjb' S AIU IRS, K
///H\\\
DRAWING NUMBER:
AD—TD—Ot 11
PHONE (B13) I26-1138
KEPT CD6FTDIIVL ANT YCRET TRDN DEERS
62
63
PORCH ANCHORING
DOUBLE HEADED 3,1
NOTES:
I. SEE SET-UP MANUAL AID ADDENDUM FOR APPUCABLE BLOCKING
X .035" TIE —DOWN STRAP
IOUS AROUND STRAP BLOCKS.
WINDZONE III
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF D.L.
?Pi .Q I -
T Og.G 7
ED BY
.,' INC.
EOERAL MANUFACTURED HOME
NSTRUCTION AND SAFETY STANDAROS
rC ii b �I[ll3
NOTICE: DRAW BY: DATE: REV. LETTER:
JACOBSEN HOMES THESES CFICATIOIISAND ORAWHGS ARE M.T. 12-13-03
ORONAL, PROPRETARY. AND C01{WTLAL DRAWING TITLE:
Rd
uATRASCF Acaesa uAArAcnwAlc PORCH ANCHORING P.O. BOX 368 ADC. SWI YAITRALS ARE Pl0 10 M
SAFETY HARBOR, FLORIDA 34695 ffffM FOR 9100FIC N PM AM Mull IE DRAWING NUMBER
PHONE (72T) 726-1138 KFPT mraKDu No 4, IRVI 0110E AD-TD-0112
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REOUIRED ON THE
TIE -DOWN SPACING
TABLES (SET_ OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD)
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
GRADE I STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
EE55
G
x
K
4
3
l
V V
0
o
RADIUS CLIP
_III— RADIUS CUP MUST BE INSTALLED ON
_ ALL TIE -DOWN ANCHOR BRACKETS.
III -I ADIUS CUP
BY (INSTALLER
ACING ASTRAIGHT 3 OFABRICATER PLACING LENGTH OF
—III— 1 1/4' X 0.035' TIE -DOWN STRAP
III —I I MATMAL IN ANCHOR SLOT AND BENDING
_ TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE TO PROTECT
-I I I_ THE TLE DOWN STRAP FROMMSTALLED THE BRACKET EDGES.
III -I I INSTALL THE
TIE -DOWN STRAP THROUGH THE
? IN THE BRACKETPROF *ON T ' THE RADIUS CLIP.
I
C.
NOTES, eQNEfk'kPROVANl O. 'co ., v 4 DAPIA APPROVAL
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME ❑ ENED70357 � ROVED BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL =
00
BY AND INSTALLED BY OTHERS- ON SITE. T.. F/ N A
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING Q'., / y' Av4' j AN 1 5
ASHALL TION. HAVE A RESISTANCE TO WEATHER DETERIOR- %'�Ac� *- . A..?'INC,3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �AS/0'vAL EN ���•`` 1 yyq'gaypy� V
WHERE THE ANCHORING SYSTEM REQUIRES THE USE AN OR ARAA IAND TIE-DOW
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFED BY OTHERS
NOTICE DRAWN Br: DATE REV. LETTER
JACOBSEN HOMES THSTSPECNCATclmsAND DRAMHGSAR: C.L.Y. 5-31-95
■ DR `mk. PAOPRIEw Ad) CdO[OIIVL DRAWING DTLL: /�
WTERtl OF L.0049:H YMAKACILRING H
\I P.O. R. FLORIDAN 5 WAIEr M vRaAom 10 ALT. TIE —DOWN APPI.
SAFETYPHONER(6 j,)O61695 38 J i FM gL l(>tET DRAWNG NUMBER: A1-1D-O200
64
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR STRAP
�
� (FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP 15 NOT LONG ENOUGH,
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
l�
O
info
DIAGONAL FRAME TIE
ANCHORING EOUIPM ENT
CAPABLE OF RESISTING
THE WORKING LOAD -I
REQUIRED ON THE
TIE -DOWN SPACING _
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAI
FOR
AND SEALS.
EN}Y P �(
Eq
DAAA APPROVALNOTES:
1. ANY ADDITIONAL VERTICAL TIE-DOVN STRAPS, DIAGONAL
_ Q' N0.
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
7 91.0334=_
.:
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
,k ,..,.� '� _
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
STATIC
REVISED
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
�••. :�•�
ATION.
1O231%
MAIM.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
RE THE THE USE4VAS
RING YCABLESSTEM E(SEE QUIRERADUS
A1d
OFEEXTERNAL STRAAPS OR CLIP)S
II,N
®
JACOBSEN HOMES
NOTICE' �
TNEsEsPEDnanNsAND URANNLZAn
OM011µ, PROPdE TARP, AND Mij1 XIOU
DRA%W'Br -
R.R.
DATE
10-05-96
REV. LETTER:
ORATING TITLE;
H
DOX 36B
uATOUAJ5 OF JACOBSEH MNNTACTANNC
ALT. TIE -DOWN A L.
v�P.D.
SAFETY HARBOR, FLORIDA 34695
�W. WIN WATEM; ART PRDNO',D TO IM
KOrgl TOR 4L W A w l a
DRAWING NUMBER:
PHONE (813) 726-1138
K'PT CpFIMPA NO SEOST INN Orlm
AD—TD-0210
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN 'B,
r
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A'
—I
COLUMN 'C' COLUMN V
SEE TABLE FOR MAIOYUM SPAN FOR COLINNS 'C' OR b'
SEE TABLE FOR SPAN COL T- SEE TABLE FOR MAX SPAN FOR COL 'G'
COLUMN 'E' COLUMN 'F CCLWI 'G'\
_ SEE TABLE FOR MAAWUM SPAN FOR COLUMN T
r --1
TYPE OF ANO ICRNG REVI)
MAXIMUM ALLOWABLE SPAN
(SEE AD-TD-0251,
COLUMNS 'A','C,'0' OR'E'
COLUMNS'B' OR'G'
COLUMN T'
AD-TD-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE I
E11P. V
EXP. V
IDP. 'C'
EXP. b'
EXP.'C'
EXIT. V
EXP. 'C'
EXP. V
OR 'C'
ID?. b'
DP. 'C'
DIP. '0'
2 - 31501 ANCHORS
43'-0'
29'-6'
3Y-9'
2Y-7'
43'-0'
29'-6'
35-9'
2Y-7'
4Y-O'
29'-6'
33'-9•
23'-7'
1 - 3150) ANCHOR
21'-6'
W-9'
W-10'
W-10'
21'-6'
14'-9'
16'-10'
Il'-10'
21'-5'
14'-9'
W-10'
11'-10'
I - 400DI ANCHOR
2Y-3'
I0'-9'
21'-5'
15,-0'
271'-3'
IB'-9'
21'-5'
I5'-0'
27'-J'
ID'-9'
21'-S'
IS'-D'
NOTES
CHONE2A APPROVAL
APPROVED BYE
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR
*00"r
SPECIFIC INFO. ON ANCHORS.
JUN 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
N A
INSTALLATION.
�/
John C. Doeden, P,Y;
INC
I V C
ND M
15133 C. R. 22
W�JN4FONLE
Goshen, IN 46526
JACOBSEN HOMES
"ONCE
nasE srtanunas
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER:
P.O. BOX 368
AND DRAMArs ARE
MONK• PROPWAlly. An COIYIOLNTIAL
MATERIALS OF AkCD M Uk"ACWARWG
n
DRAWING TILL
COL TIE -DOWN APPL.
,I
SAFETY HARBOR FLORIDAA 34695
we soMAIEIEAAS AK PROM= TO ME
KOMI FM 4TCFIC RIFFOO AND MI K
AF-l`
DRATANG NUMBER
PHONE (813)726-1138
PVT aAFmin.0 AA0 s1An TROIA DnATS
AO-TD-0250
m
67
T
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
]S ANQE I I -I I K
ANCHORS INSTALLED 24' APART
MARRIAGE LINE OF MULTI -MICE
35' ANGLE
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4• WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS,
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
NOTES.
H` YWY LV UP 'z
°O
UANA AYYHUYALI
1. ALL ANCHORING EOUIPMENT SUPPLIED
.•'�\S TE9
) :' 4. P �'•'L '.
Q' No. o •.
'•iED
BY AND INSTALLED BY OTHERS- ON SITE.
' g
AFF-=: 8Yf4,,,..
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _
ENE8703571
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- -
•� * =
aRi 1 5 19
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
'• ��jj
I N
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
'� �"•%� �C1'�C1�'�``
:, Ff '••....
H4AYuwAnu®�oE "�
ma1nATA>AAcvxttTaluxcr♦
OF EXTERNAL STRAPS OR CABLES.
�(�
0
JACOBSEN HOMES
NOTICE
THESE scaxwTKns Ara DRAsxcs An
or.
C.L.Y.
DAE
5-31-95
REV. LETTER
m
MMAL PR0PKIA4l. AIa WHIIECKTML
YATDBAIS orJACOMEM MAlARTENH ACG
/ \
DRAINING TIRE:
COL. PE -DOWN APPL.
PO. BOX 36B
.
SAFETY HARBOR, FLORIDA 34695
M 9KH MATERULS ARE pew" t9 ra
REEDIT TIM 3 RF6d4S w u a
/!-1\
DRAMNG NUMBER
PHONE (013) 726-1138
N, C(8D0 w Aro SEOV FR01 OOM
AD-TD-0251
ANCHORING
CAPABLE Of
THE WOF
OF
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR„ (3150#)
S.
NOTES,
DI01(Li7i HVfH: `may '% UNTA AYYHUYAL
�
1. ALL ANCHORING EQUIPMENT SUPPLIED
O •'GISTE; .. r, '.
`� 7.' NR' No. FO ,2 % PROVED BY
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
NE87
,JIM 1 5 1995
ATION.
=
'Itp
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
lam.
; 9p •'. / 6 ¢ ci4'`� INC,
NQ),.•' A....irNoiacTrn
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL
%, '4F'• �� . Iw
STRAPS OR CABLES.
..••
JACOBSEN HOMES
THESE scO xAnWs um ORArN6 AP1
BY. C.L.Y. DATE. 5-25-95
REV. LETTER,
DRAMWG TITLE,
COL TIELivro -DOWN APPL.
P.O. BO% J6B
OfO9NAE. PROPKTMY.. IAN CpGO01N1
MARiBA15 a< AAcoe� MkMfAcmtxc
SAFETY HARBOR, FLORIDA 34695
WWW Fa 91CFX R AND "BC
NUMBER
PHONE (813) 726-1138
KmT CONITNMY AN)YOPL1 fRol OIHRS
[DRAWING
AD-TD-D2S2
69
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF NULn-WDE
FLOOR 11 FLOOR
'VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE I STEEL STRAPPING
1 1/4' V40E A 0.035•
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WIN ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
ANCHORING EQUIPMENTA�l
STRAPPING. FLAT STEEL. AND SEALS.
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4D00 IF MIN.
i T-1---
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES- ENONEVIE. Do ,DAPIA APPROVAL
1. ALL ANCHORING EQUIPMENT SUPPLIED O ''G15TEk Fq
BY AND INSTALLED BY OTHERS- ON SITE. NO. F ••4
• e o. o . 's PPROVED BYE
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ ENE87 �" 5 M
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- -
ATION. _
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS p INC
WHERE THE ANCHORING SYSTEM REQUIRES THE USE % 90 •'• /b 7/ 4�
OF EXTERNAL STRAPS OR CABLES. %y'` '• ND \� ` wsnsTa mnivlovca
Fss2 .........
JACOBSEN HOMES NDTTCE 9N,TA+e. DATE, -REV. IETTER
mm SEROpw7 SMnaColrKa Aa C.L.Y. 5-25-95
\I UA�M• PR[VWF,ARY, AND ACMUG GRAINING TITLE
P.O. BOX FLORIDAYAiWllS Or ATOMdS W MOaQ To TFG COL. TIE -DOWN APPL.
SAFETY HARBOR. ORI14695 SMo1 MAipny9 A1Q NroutD ,O 7NL
PHONE (813) 726-1138 �T [tl(Lq�>ML Asp ql ry DRAMNG NUIIBCR
AD-TO-0253
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN U'
_ — lIx
r
SEE TARE FOR MAXIMUM SPAN FOR OOLUMNS 'A' CR U•
�
COLUMN 'CCOLUMN '0'
APPROVED BY
'C
TABLE FOR NAXPMI SPAN FOR COLUMNS OR T)' I
_SEE
r "'111
' SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL
NAL
MANUFACNREO HOA4i
-
RUCTION SAFETY STA•IDARO
MAR 0 3 1999
'E 'F COLUMN 'C�
�cauuH �oDLuuN
_
SEE TABLE FOR MAXIMUM SPAN FOR COLUMN 'r _
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCTIORNG REn
(SEE AD-TD-MI,
COLUMNS 'A'.'C, V OR i
COLULNS'8' OR'C
COLM IF
AO-TD-0152 AND
AD-10-0253)
ZONE
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
DP. 'C
EXP. '0'
EW. 'C
EXP. V
EXP. 'C
OFF. b'
Em. 'C
up. V
Em. 'C
W. V
Em. V
Em. V
2 - 31501 ANCHORS
3Y-4'
2Y-6'
29'-4'
20'-4'
37'-4'
25'fi'
29'-4'
2C-4'
37'-4'
25'-6'
29'-C
20'-4'
1 - 3150J ANCHOR
18'-6'
12'-10'
1C-7'
IC-3'
18'-6'
1Y-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7-
10'-3'
I - 4000/ ANCHOR
2Y-8'
16'-4'
18'-7'
13'-0'
23'-B'
16'-4'
18'-7'
1Y-O'
2S-B'
16'-4'
18'-7'
13' 0'
REF. GALES. c �v - 93, o
11,11IIIIIIIIn„'NOIE�/'
S:
ENO
DAPIA APPROYAW 0 3 1 yy
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
;'e� No. '•.
APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AO-TO-0001 FOR ADDITIONAL
:3 9LQ334 •:
NOTES ON ANCHOR
INSTALLATION.
pee
�C ;
o'•. TATE F O
S
.:�
INC.KU
P
JACOBSEN HOMES
NOTICE VORA
TNGT IIMNTIC9
Y: M.T.
2-9-99
Li ■
SPGOI1CwHs AN0 Aw
MIONAL• PROPPoET7AT. ANO LCtLLENNL
DRANWG TITLE:
\PF
P.O. BOX 368
MAITMALS ! L.C'OBTN MMNFA wRK
184 WIDE COL. TIE -DOWN APPL.
ETY SAFHARBOR, FLORIDA 34695
WIC 91DI mkma ARE PROwO 70 TNL
Kt RR WE r P.wroTi Ma M K
ORAYANG NUMBER:
PHONE (727) 726-1138
ME" COIIIOOIRM INU TWEI IRW ORERS
AD-TD-0254
70
71
r
ADDENDUM -
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
A
STANDARD VERTGL DE -DOWN STRAPS fES R ANCINR
AND/OR AL HATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
NOTFS.
I, LARGE OPENING = ANY OPENING WIDER THAN MAX DE -DOWN SPACING ALLOWS
2 VERTICAL TTE-DOWNS MAY EXCEED THE STANDARD VERTICAM TIE -DOWN SPACIM
SO LONG AS, THE AVERAGE SPACING[ (A+B+C) / J ] DOES NOT EXCEED THE
MAXIMUM TIC -DOWN SPACING RECKARED ON THE APPROPRIATE VERTK:AL/FRANE
TIE -DOWN SPACING TABLES (SEE DINER DETALS)
3. INSTALL FRAME DES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-ID-0001 FOR ADDITIONAL REGUNEMENTS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
n�1 n n n
STANDARD VERTICAL IDOWN SITUPS OR ANCHOR
BRACKETS TO BE NS' WED A MA)TLfUM OF 1' 0'
(24') FROM EACH END OF THE UNIT.
mmn
C. [
isrF
ENE8703571
• G' = ROVED BY 1�„--
F��!V JW 1 5 W
INC.
YETb I11111111TTP :.:;•u.n»x
AN(iIOR BRAl7(ET AA9 TIE -DOWN ^: m. m
DCNCES ARE CERIYTFO BY OTHERS
NOTICE
TKSE SPECYIGDM AND DRAVNM AC
W� tEMU SPA KtARY. AND C PUWTME
UA SLIAL YA JACDOS N YNARACA%
R[tp[I!f Ea SPEQIC Iy16Yg5 NO NISI BE
�T M`lYIDIDAL NO YW6T TRJI DINERS
L.Y. I _.. 5-31-9;
TYP. SINGLE WIDE T/C
A
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
A B
�-2-4 y IARCE OPENING
I � SEE NOTE I
hI n n n
24' `
COLUMN SUPPORT DE -DOWN STRAPS REWIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN 'WIDTH.
MULTI -WIDE FLOOR SHOWN
SfPERATED FOR CLARITY
STANDARD VERTICAL TIE -DOWN STRAPS CR ANCHOR
BRACKENS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
FOR TRIFLE WIDE AND LARGER UNIT DESGN5, NSIAIL
ALL TIE -DOWN STRAPS AS SHOWN IN IRIS DETAIL
NOTES -
`
I. URGE OPENING = ANY OPENING BIDER THAN MAIL TIE -DOWN SPACING ALLOWED.
2. VERIICAL TIE -DOWNS WAY EXCEED THE STANDARD VERTICAL TE-DOWN SPACI ,
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXMUM DE -DOWN SPACING REOURED ON IHE APPROPRIATE VERTICAL/FRAME
90
TE-DOWN SPACING TABLES (SEE OTTER DETAILS).
= �'
3. INSTALL FRAME DES AT All VERTICAL TE-DOWN LOCATIONS.
4. SEE AD -TO -DE FOR ADDITIONAL FEWINEMENTS.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
S24') FROM EACH END OF THE UNIT.
""`ApUll I """'
'a C. Dn""_
b Wfl qE,�{OF ,'C
rA
S7�NAL
DENS u
JACOBSEN HOMES
NOTICE_`
065E SPEpfICAI%1N5 FHD ORArXfS ARE
pdONIJ_ PRDPp[IARI', AND CpRRM11AL
„
P.O. BOX 368
YATOONS OF JAC[BSCN Y/N,fAC1USNC
SAFETY HARBOR, FLORIDA .N695
PHONE (BI}) 726-1138
m 5Wt uA106N$ An rmoAOFD TO THE
RlfP011 f0R SLCTC RW'fH5 NO Y51 Bf
qRI mEoan.0 uo 5EOE1 iTgY ORERS
BY
I t1�
5 1995
BY OTHERS
IY.. DATE: REV. IEETE
C.L.Y. 6-1-95
TITLE TYP. MULTI -WIDE T/D A
NUM8Ek AD-TD-0310
72
3
SINGLE WIDE TIE -DOWN
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
ZONE I TIE -DOWNS
MARRIAGE WALL
OPENING TIE -DOWN
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - 'B'
DOUBLE WIDE TIE -DOWN
NOTE:
c SECTIONMARRIAGE
I WALL
SIMILAR TO
I OPENING TIE -DOWN
SINGLE WADE
(REWIRED AT OPENINGS
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
NOTE:
A k B SECTIONS
SIMILAR TO DOUBLE
WADE TIE -DOWN
TRIPLE WIDE TIE -DOWN
BUCKLE NTH 2O251
TY MINIMUM
SEE DETAIL - 'A'
SEE DETAIL - V
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
/ FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND
-
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
All GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (515m LBS MAXIMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL '13'
TYPICAL TIE -DOWN STRAP 0 1/4• X .035• MINIMUM
DNK COATED STEEL STRAP, OR EQUAL WIN 31So-4
CAPADTY MINIMUM) X I.S- g7ZS 41 ULTo,,,w
Lp Ap 04rpc1Ty
ZONE I TIE -DOWN SPACING CHART
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
CENTER CENTER I CENTER I CENTER
ING I SPACING CENTER
SPACING SPACING SPACING
qunl/#, S1wGLETNIDES x pDUBL�WIDES
NOTES as F ,� DAP A APPROVAL -NOTES:
'B'%1.......... S:
1. SEE DETAIL PACE A FOR MARRIAGE WALL �� �O EHGHEc
'• �'r 1.
4 PTO :L .M TIE -DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF
OPEMNG$ GREATER THAN 49 INCHES. VP TO I�I-6" TIe161ATqq¢2yy ° �� . APPROVED BY 2 THE EXTERIOR WALLS OF THE HOME.
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 OR sPAK. i N).00454S4
ANCHOR AND DE-DOWNR TYPICAL I 2. THE ANGLE BETWEEN THE TIE-DOV"N STRAP AND THE GROUND
3, SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN:: A71Y1 q� MUST BE BETWEEN 40' AND 50r FOR PIERS UP TO 33 INCHES
PIER CONSTRUCTION. '..., FTATE OF I!E+ Irk I� HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES ••
�i,(�C�••.,<OR10p•.'tV�/°°.,m,� I V HIGH, UNLESS OTHERWISE SPECIFIED. i9
�'.S�RED ENG� .•°' w�" u nowmswows '•,F/ '
CS
.,�
JACOBSEN HOMES NOTICE BY: DAE REV.LETTER:NOTICE
■ MORN pf?n RETMY. OOq AM DRAWING TITLE: RR 10-31-95 ■ JACOBSEN HOMES IKR SPEarI PONS WoR xs Ac
MORN, POFJAC 8S Arm earmlrva
P.O. R. FLORIDA
WRIUAIS A G s AK MANDlAC10 THE MATMAMONAI, POFJA TARY, MD 4MUM
ffACTMK
11 s ` uA1 Ave PRON,O to THE ZONE ITIE-DOWNS P.O. BOX 368 4AlE9tl Or J S AffR RI W 10 T,
SAFETY HARBOR, F 26-11 31695 XD`T O 1Qt AY PjsW Nm Yril H SAFETY HARBOR, FLORIDA 34695 NG 9101 Y Orli •A 10 w
PHONE (fit J) 726-1138 p➢T Ok+fllpMl AND SC(RT DKAI OnoR DRANWG NUMBOL PHONE (813) 726-1138 ISo1�r ra �� RPr�R.i'vo 1os1 � AD- Z 1-0001 uPr mrlmmu um san DKu orHxS
STATE OF
EREO
APPROVED BY
RR 10-31-95
TIE -DOWN SPACING
AD-ZI-0010
DEC 2
INC
74
75
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
SEE NC
MAIN FRAME I -BEAM
END CENTER ND
AONGI SPACING I SPACING CENTER I _ SPACING SPATEN CING SPAONG
CING SPA
DOUBLE WIDE TIE -DOWN PLACEMENT
CENTER CENTER CENTER CENTER CENTER
SPACING , SPACING I SPACING I SPACING _I SPACING
TYPICAL I -BEAM
RE -DOWN
\-- MAIN FRAME I -BEAM
kNOTEl NOTE jt-BEAM
END CENTER CENTER I EN�
IPACIIIJ SPACING SPACING SPAONC
TRIPLE WIDE TIE -DOWN PLACEMENT
NOTES; Wwn ,♦�.��. DpF��,�
T - �♦�O? TIFICq '•. APPROVED BY
SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF C, ':T�;. Cy
MARRIAGE WALL OPENINGS K1DER THAN 49 INCHES. =
NO.0045484
-STATE
•T
• IOt':��4♦♦`, crtaaa``AroW°miwnra
NG��♦♦♦
1
AM .ow t REv. Er
Fn
rDnce ' ��' RR DATE 10-31-95
JACOBSEN HOMES maN(L ROMENSANDDPAMRD M
■ UXTMA POFJA AXY, M ffACTCOOIIIAL ORAY4NG 1111E TIE —DOWN PLACEMENT
MA7Bt1ALS DP U s AXE Alto A 10 w
„ P.O. BOA FLORIDA
lk 91(N MARPoALS Nd PF:DNDED TO M
SAFETY HARBOR 726-11 34695 Ivy ffA 9'[m[)RRI'mov AM Y51 BE DRAYANG NUuBER
� PHONE (873) 726-113B !>y/ cq(L011VA A`O Ya¢T RtOY O1KFS AD-71—OD2D
ZONE 1 INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
By ttcd
FEB 0 1 2000
JACOBSEN HOMES
P.O.BOX ]6tl
HARBOR, FIORIDA ]A695
TNFSC vaAr a , DgANNCS AA(TDRAWNFG
ORIMAI, PRaPV[TAlll, A(q 40i1DENAH.1111C:
uAR1WAt OF acme uAAA1PA(nJAYc
�' °1O1 vArtsr<s AA[ Pw.�DCD m rnt
Melj m�� " q� Oo
r. M.T. MAIL: 2-1-00
REv. LtntR
/���
HSAFETY
ZONE i INST.PHONE(727)726-1138
NG NUMBER:
AO—ZI-0100
76
77
ADD_ E_M
FOR INTERSECTING UNITS
MAIN UNIT
EAL
7UTSDE BEAM THS END. HEEXCEPTO'OR ZONE
:XP. b• THEN 2 FEOIIED EA HALF
YL ONE EA BEAM. ETC..)
VERTICAL AND DIAGONAL TES THE SOEWALLSS I
SAME AS ME MAIN
iA�O ALONG
IT
rCkL
s AT
R LINE REWRED
AATT COWMNESUPPORTS�ONLY
PER DOUBLE DE
COWECTION RECUIREMENTS.
24- MAXMUM SPACING TO FIRST SIDWNL TIE
FROM EACH DOUBLE DE D OF THE UNIT (SAME AS 1W.
ITIE-DOWN REWREMENTS).
2 LONGITUDINAL DES REWIRED AT EACH HALF
MIS END ONLY.
MAI➢IUM PIER HEIGHT FOR VAROUS ZONES
(METER ALSO TO SIDENALL TIE-OOMNS MAXIMUM HEIGHT}.
709 7 ZONE 3
EXPOSURE 'C• 90 56
EXPOSURE •0• 39' t6
To THE DORMER AND
MAIN
CONNECT THE
MARRIAGE LTNE DETAILS AS COUTLINED IN THE SET - UNIT
UP MANUAL
PER
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE
REQUIRED TO BE INSTA1Tcn ACROSS THE FLOOR CONNECTION AT THIS AREA.)
A
`N3`EpEq.II-7 �\VA I EA?eA (i
NOTF, No.
I. FOR WAD SECTIONS EACH •DOUBLE SECTION' GE ME UNIT SHA1L BE DESIGNED
INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWAIIS, lE-DOWNS. RIDGE- EN 0357
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MUIR-SECDCN.)
NAB F
NOTICE
JACOBSEN HOMES RMSE SPEOFICATIONS AND DRAWNRS IRE
aOaNM. PRCPIdE1MY, AND CaNFWTAL
YATEMA S OF JACOBSEN VANJFACN o
■ P.O. BOX 368 K SUCH WkIv MS ARE PRoM TO THE
„ SAFETY HARBOR, FLORIDA 3A695 OM➢f�mwmItAL THR � I,M, D
PHONE (813) 726-1138
Byp"-
E ,AJt1 1 5 1955
INC
Y. I VAIC: 5-16-95
ADDENDUM —INT. UNITS
QUADADDI
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLNE CONNECTION FOR WAD UNITS IS THE
SAID AS FOR THE MAIN UNIT (REFER TO SET-UP
CETAXS).
30 CA GALV. STEEL STRIP
INSTALLED OVER RATING LNE
JOINS (SEE PLAN NEW BELOW)
ROOF PERIMETER RAL
OR ROCS BEAM
30 GA GAILY. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 MNL)
INSTALL ROOF CAP PER SET-
UP MAN. OVER CALK STRIP.
(SEE NOTE 1)
30 GA CALV. STEEL STRIP
SECURED WITH 7/16' X 16 CA STAPLES
NU PENETRATION INTO DECKING
2 N O.0 MAX SPACING (TYP.)
Rhb? r
3/8' X 5' LAG SCREWS
18' O.C. (ZONES 2 k 3)
STAGGERED
NOTES:
—
E Dx.0 go DO A,,
DAPIA APPROVAL:
1. 30 GA GALV. STRPS USED MAY BE MIND DEFLECTORS
REMOVED FROM ROOF IN
�GTS TEq F
P
ay
ORIGINAL MOTION
(EXCEPT FOR STAPLE HOMES).
STEEL STRIP MAY BE CONTIAUCUS OR PIECED.
- No. O •,
- ENE87O3S71 2 I
-
1 5 IM
2 SITYJE5 INTHE DORMER AREA OF MIRE UNIT OUT
-
BE SLAPPED LOOSE AND INSTALLED ONSITETE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO DMSIRE THE SHINCLES
' Q
O�; •, �. G 4 OA,� n
INC
ALA wv�Ym
mCaxoT+v[Ii FTAAWR
UNE-UP
FROM ONE SECTION TO THE NEXT.
014�%..•' C1
;
NOTICE _.'IIl 1RNNl MT: DATE: REV. LETTER:
ERIMBJACOBSEN HOMES TKSESFLa T&dMIDDRAWK AE C.L.Y. 5-16-95
MONAL PRJPWEINIY. AND C TXENTA_ DRAWNG TIRL
YATUMALS CE JACOBSEN MAMAC1UDXa
P.O. BOX PIC SUM YATD31AS IRE PRoxom TO TICALT. ROOF ASSEMBLY
SAFETY HARBOR, FLORIDAO34695 K6f FM 94RX . NIB.. K DRAWING NUMBER
PHONE (813) 726-1136 _ II PT Cwi(KNA WO YO Flat 0D QUADADD2
78
79