HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMSET-UP MANU
LADDENDUM
❑oo❑
JA ;OBS N
HOMES
•11 '�
COURT
SAFETY HARBOR, FLORIDA
(721) 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.
i
ALL HOMES] SET IN FLORIDA
MUST COMPLY WITH
DMV,jRULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF 8.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT NTH THE GROUND.
/ DUCT SUPPLY OR RETURN
OOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
A PROVEDBY
15m
rw
Ail MO SMi7T iDrDIR�
JACOBSEN HOMES
NOTICE
wsE SPEOFlCAnms AND DRATMNGS ARE
DRAMH BY: DATE:
C.Q.Y. 5-30-95
REV. LETTER:
ORONAL PROPRIETARY. AND CONFWT1AL
MATERIALS OF JACOBSEN MANUFACILMIG
DRAIANG nTIF:
EXTERIOR A/C DUCT
P.O. BOX 368
bG S" MATEIMS ARE FRONDED TO THE
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
RECPINT Eat SPECFIC PT>MS AND MUST BE
IVT COWM UL AND sCIV n= OTNEIM
DRAMNG NUMBER:
AD—AC-0001
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR' THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN I THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DI_CCNTI"•!UE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
i
I
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.
(gee AD-AC-0100)
JACOBSEN HO MES i' TIESE �O,u NOTIONS TICE:NORAMIM ARE
' C =N- PROPKTARY. AND 00l110�RIAL
P.O. BOX 368 YATUdAU OF .IACOBSEX YANUFAC11"G
SAFETY HARBOR. FLORIDA 34695 7K. 9Mff YAlEPL1LS ARC P1t0YAED 10 tMC
RECPOIt fQt :TCUIC PIFPOg.S A10 M751 �C
PHONE (813) 726-1138 PVT CGMMTAt A10 SEO T FAOY 0➢OS
APPROVED BY
Sir "
1N141N'C`,.
oa��rowm,w�ovcc
C.L.Y. I . 9-28-95
W.H. VENT. SYS. B
AD-AC-0100
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
Z
0.131' X 1 1/2' MIN. 3/8' X 3 1/2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
STRAP ® 48' O.C. MAX. SPACING 1 4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS —,"// INSTALL WOOD SHIM AT ALL LAG
NDS01 TO 1/Y, INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL EXPMRES)
We IONE
DQ'06liTE
3/e' X 3 1/2' LAG SCRFe
30 CA. STRAP FASWC M/
7/14" X 1e GA. STAPLES
We 201E
TJTPOSM
MNMUM NUMBER CF FASTDOiS REQUITED
0.131' X 1 1/t' NIYLS
7/16' X 15 GA. SIAPM
MAXr" SPACNG
MAXNU1 SPACING
IV L1.c.
21/4' nc
r
3
5
2
2
b'
17' 0.0.
1 71f 0.t
1 b'
1 4
7
1e' O.C.
Y Gr.'C'
4
7
3
3
b'
IF, D.C.
1 1/2' 0.C.
b'
5
e
ENQiFR APPROVAL,
DAPIA APPROVAL
APPROVED BY
1. 1' MBL PEWIRAIM 6 REQUFED ON STAPLES FOR UK 0.01e' STRAP,
00o
ON
L WOOD 945 TO BE RIPPED FROM SPF p YIN. OR OMEN.
(3' X 4' X GAP RDTH TOIL S13E)
Revised
May24 , 2006
rl IINC.
(OSS OR PLYWOOD MAY BE USED F THIOOTESS EQUALS GAP WM-4* X 4' MET. To
John C.^L 6C}QfT. �? 1'.
3. 1Oe' MAIGLAAI SDEIALL I1E M.
y .
E 2. L_ITGj;fir3'�T!TTfg, :�v-;
FEDEIUIL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
4. SEE OTi�t DETA0.S FOR SEA1dIG FLGORS FOR AM lffiTAAl10ll
JACOBSEN HOMES
H0�
,tar 9ral�aos NOE1IAIEMCS ARc
DUN BY:
M.T.
DAIS:
05-22-06
REV. tErrETz
P.O. Box ace
ORIOML. "WpWARY, AID mraDlnAl
MATERLU OF 4PAX8M MA"ACRRIID
„_ 7E7M ME WCAM) 70 W O1 Y11
DRAW IRL
M W FLOOR FASTENING
SAFETY HARBOR, FLORIOA 3M95
PHONE (013) 726-1138
KOM RX ?EI71C MHO AM MAT K
UR OMMM AM 9mTT:T RI41 MM
DRAIWC NUMBER
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
i
ENDWALL
NDS01
.131' X 3 1/2' MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
1. FASTENING REQUIRED ONLY AT MARRIAGE iLINE OF APPROVED BY
viged
EXTERIOR WALLS. I S 2j ob May 24,2OO6
Huhn C. Weden, P.L. INC.
1<2 Enginserin . I Ftot w •�,�to t
9 � coesr�aM.�o siutn sT.�o.aus
JACOBSEN HOMES:
Kos
"ms�,n "WAUM A
oturN er. M.T.
D' 05-22-06
tic taro
DDEE]otous.
P.O. BOX 3N ;
t.o,�Nn. No m.x
v �c watr� -m
ow►wic un� M/W WALL FASTENING
B
[24ro
m
Me aw wows � fwortam io At
WE so w
SAFETY
3j �i�i13B i 34695
in � ttm �
oanwNc r ent AD-FA-0010
ONE (5
t m#momx"`
5
ADDENDUM
MULTI -WIDE ROOF FASTENING
CENTER UNE OR DATING
UNE OF TRIPLE WIDE UNITS
30 •GA. GALV. STEEL STRIP I
SECURED WITH 7/16' X 16 GA. STAPLE$
FULL PENETRATION INTO DECKING
(SEE CHART CN AD-FA-0001 MA)L SPACING).
30 GA. GALV. STEEL STRIP
8X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
"LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE W1DES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WOES
PAN MEW
1 4' 2 3 4'
3/B' X 5' LAG SCREWS ..uG SCREW SFr BACKS
TRIPLE VWDE ROOF LINE - (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
000
INSTALL LAG SCREWS SEE CHART ON AD-FA-1 � FOR TRIPLE WIDES
AT A 45' ANGLE I _ FOR MAXIMUM SPACING
STAGGERED 2 1 4.2 3 4'
1/4- TO 3/ GAP
ROOF PERIMTER RAIL—`
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE j4)
CROSS—SECTION J �- INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS FOR GAPS TO 3/4', INCREASE LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS
TO 1 E LAG LENGTH 1' T1{ROUGH AND TO KEEP CONNECTION NDS01 LAG LENGTH 1 1/2•. TIGHT. (SEE NOTE 2)
(ALL ZONES) CROSS-SECTION (W/GAP) c wA 910 - s'1.07
(ALL EXPOSURES)
NOTES: ET WEER APPROVAL- DAPIA APPROVAL
L 2 I/a' MN. POCIRAPON INTO RECU%M NOW IS REQU a FOR LAC SORM
Z WOW SHNS M BE RIPPED FROM SPF j3 UK CR BETTER C APPROVED BY
rxrXWPWDTHWL32E)
0SS OR PI.YKIM MAY BE USED F TMl0 MS EOUAIS GAP MD1 4' X 6' Rill SM �loc
Revised
3. SEE OM MIALS FOR CMFLM ROOF NMCUK IN May24 , 2006
4. *0 NSTAU.HG A IAC SOD N10 A RW a BEAM, FIRST-EI l A 3/B' MEMMICE gilrl C. L)09Q9n. P. �. P71INC.
HCLE THROIAiI THE FIRST RIDGE I -AM. SECCFD-ORL A 1/4' HU NOGH TIE K2 Enghwrn Ig, Inc FEDERAL MaWFACTUREO HOME
RECDWFO R M WAM FOR 1W TTQlEAOED PORTION OF LAG 9' !rTL NM DNS ARE CDHSTRUCIIDM AND SAFETY STANDARDS
FCII 3/a' Lm SOtm OFLT
S Itle MAMW S[1F.IFALL HOGER.
EMJACOBSEN
HOMES
P.O. 80X 36a
N077A)
nfs sFEaTaETxxs Ago aurErs ARE
UNUMN. FWWWU T AHD OONNUMAL
Cr �j� � DTO
SO
L"^R+ or
M.T.
�„`
1 05-22-06
MY. „�
WAY" AIlL•
M/W ROOF FASTENING
LUNIFE]SAFt"
HARBOR. FLORIDA U693
W. MA�
HEMOT FUN 00 MST E
DRAISNG NUMBER
PHONE (613) .726-1138
WT OMMUL wo a0 FUN OTHM
AD-FA-0020
6
METAL I
DOUBLE
29 GA. MIN. GALV STEEL RIDGE CAP COVERING
LENGTH OF ROW (MiF1 2. OVERLAP AT SEAR)
SECURED WITH #8 X 7/16- HEAD X Y FUMY THREADED
AT EVERY RIB (AND ON BOTH SIDES OF RIB WTHIN END
ASPHALT IMPREGNATED
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
i
I
i
OF RIDGE CAP
'!DE UNITS ONLY
CENTER OR MATING LINE
I8 X 7/160 HEAD X 27
1 jAJLLY THREADED SCREW
I (NO MORE THAN 12. O.C.)
I .I
lI
I
I I o
•I
IC B
1
j I j v
I I 1
METAL ROOF PANELS STOP
I APP. 3- FROM CENTER LINE
I ,
3O GA. GALV. STIR STRIP
Ref: EX-13-0051 and 5- X LENGTH OF ROOF (SEE 0—FA-0020)
AD-FA-0020 j SECURED WITH 7/16- X 16 GA. STAPLES
NDS01 RILL PENETRATION INTO DECKING
(ALL ZONES) (SEE CHART ON AD-FA-OOD1 MAX SPACING)
(ALL EXPOSURES)
NOTES. � AFMAL• DAM APPROVAL 1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
2. STANDARD 7/16. O.S.B. (24/16 INDEX) ROOF SHEATHING. V q Sep 10 , 2008
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9. O.C. RIBS 7AiNc.
4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND Q�' +0FIN
FEDERAL MANUFACTURED HOME
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN vfmg, hic, CONSTRUCTION AND SAFETY STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
i W. D.M.T. �� 08-25-08
NozIM DRAM
JACOBSEN HOMES: 7NMSPEUMMM DRUM M
OWUL PROPRE M = CdMrm o 9V—M TIIIE
MA79M W aAoom uwA67u= METAL ROOF RIDGE CAP —
ma BOX 368 = am MAIMS ATE pom W'
SAFETY HARBOR. F1.ORD)A 3095 =W FM � P ff= AID = K DRAM KOM
PHoHE (813) 726-1138 : Fir o21MA . Aw SMW Fs�M ours AD—FA-0021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
SEE AD—FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
15# FELT UNDERLAYMENT
Is MULTI —WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA APPROVAL•
fOPROVED BY
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS 00
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES). JM 1 5 M
I 'JiINC
O WLi7 SL/GMLy
N097CE DRAM BY: DATE: REV. LETT
JACOBSEN HOMES 1NESE SPEDnCATOS AND DRAWNGS ARE C.L.Y. 6-5-95 ER:
■ OMONAL PRGPWARY. AND CCNrMTUL DRAMNG TITLE:
P.O. BOX 368 MATT3MALS OF aCoM YANUFACT"G M/W ROOF SEALING
„ PROMM TO TIME
SAFETY HARBOR, FLORIDA 34695 RE�CPM FCR SK i1t RTJMRRPC= kQ W K DRAMNG NUMBER:
PHONE (813) 726-1138 PVT COWCO K NO SECRET 1Ra OTMM AD-FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
0
6" STRIP ROOFING CEMENT
i
REQUIRED OVER
i EDGES - HIGH SIDE
j 15# FELT UNDERLAYMENT
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS AP ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION , JUN 1 5 W5
(EXCEPT FOR STAPLE HOLES).
INC.
NOnM DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESESPEanCA11OONS DORAWNGS C.L.Y. 6-5-95
CMGHAL. PROPMETARY, AND COWUNTLAL DRAWING 71TLE:
MAmaALS OF JACOBSEN UkffACI"G M1W ROOF SEALING
P.O. BOX 368 IHG St" MAIERIN.S ARE PROMOED 10 THE
SAFETY HARBOR, FLORIDA 34695 RECYENT FOR S'ECM MP6SES AND WM BE DRAWING NUMBER
PHONE (813) 726-1138 IVT cWWnk NO SE RD M OTHM AD-FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH iNSTAI t_knQN-
1. REMOVE ANY CARPET AND/OR PAD FRON UNDER THE HEARTH EXTENSION AREA
2 ASPECT THE META FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEN NSiPW (THIS FLk"G MUST BE PLACED ON THE FLOOR 10 PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTAL FOLLOWING
THESE STEPS
A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEr;BLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 jB : 2' WOOD SCREWS
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
PATH A NON-COMBUSTABLE CAUIIONG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS 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.)
JACOBSEN HOMES N01C
TNESE SPECIrIG11I0N5 AND DRAIMN4S ARE
■ OiEgNAL, PROPRIETARY, AND CDN(iD0111I1
P.O. BOX 368 MATERIALS R JACOBgN YANUfACTIEtlHC
Gm
70 THE
SAFETY HARBOR. FLORIDA 34695 JUPEW rW_ RICH OR WE= RiMULS AMm Ao Y,sl K
PHONE (813) 726-1138 IVT CONFIDENTIAL AM SEOV IAOII OHM
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
0 00or -W 2 8 VM
INCN 14
RDIftM%P$ZnM NOW
C.L.Y. IDAIS. 6-16-95 1
RM LEnut
I ' '_ SHIP -LOOSE HEARTH I
10
SMOKE ALARM ADDENDUM
I
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
I
NOTICE TO DEALER AND SEi -UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after thel home is completely set-up and all the electrical
connections are done.
i
NOTICE TO CUSTOMER
Smoke Alarms have been installed in
with the locations and operation, and 1
sounded and be familiar with its use.
your protection. Be sure that it is kep
in accordance with the manufacturer':
The alarms operate on household I
provide early warning in case of a
smoke alarms in proper working c
TESTING SMOKE ALARM
dour Jacobsen Homes. You should be familiar
:am how the alarms can be silenced once they have
'his is a very important safety device installed for
in A-1 working condition by testing if frequently
instructions.
and have battery backups. Its purpose is to
;ain we stress the importance of keeping your
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on thel cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QE►.
IN146 20
INC.
FEDERAL MANUFACTURED HONIE
CONSTRUCTION AND SAFELY STANDARUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED BY
I oo'�
NII INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARD$
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW HINGED TRUSS -
OUTLOOKERS TO PASS THROUGH. jm�- TYP. OUTLOOKERS I
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE S1IEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURLINS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY 8E LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18- X 14 112- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/8' MIN. RATED 2CATHIVG FASTENED TO ROOF TRUSS WTD1 7/16' X
1 1/2' % 16 CA MIN. STAPLES 1 1/4' D.C. AT PANEL EOCES AND 3' O.C.
Al ALL FRAMING MEMBERS. (140 GLUE REOUIRED)
JACOBSEN HOMES
P.C. Box 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
MARRIAGE WALL
\ \ \\ \ \ \\ \\
\ \ \ \\ \ \\ \\ \ \
3/8' SHEATHING TO BE INSTALLED ON -SITE.
VANOZONE III
(110 MPH)
ALL EXPOSURES
APPROVAL: D- IA
APPROVED BY
MAT t
NJ-E PINC.
K2 �� ll1C, fFDERAL MANUFACTURED HDME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE:
THESE SPECIFlCAt10NS AND DRAWINGS ARE
ORIGINAL PROPRIETARY, AND CONFIWNDAL
MATERIALS OF JACOBSEN MANUFAC7URINC
INC. SICH MATERIALS ARE PRONGED TO THE
RECK NT FOR TF.Cmc F,AUMS AND wsT SE
KEPI CO NTDENIIAL AND SECRET FROM ON1ER6.
R.R.
uAIL: 4-27-98 REV. LETTER:
_
TRUSS SHEATHING _
AD-HR-0001
12
MSTAIP Cr TRAWL M RAM ROOF M
9EPNG Pa M M SETUP POM IS
APPROX 22 111.
IFT HMO Roof SfERO<1 SfflKLY WRi
LECFwiC& KWO NO IIORF THAN 12 FEET
APART. IDCAE WIM PWM WM Jr OF
END CF ROOF SECTIX AND AVID TFTMC WM
2 FEEr CF A SPM N H RN RAIL
I
HINGED ROOF IN SHIPPING POSITION
I
i
HINGED ROOF IN SET—UP POSITION
i
NDSO1
NOT
1. BRACE Un ROW SECIION N THE RIM POSI= W E SMIIGNC HNGFD
@IO P0615 MTD POSTI1011
SECU E HINGED IN POST TO RDGE BTK
CR 2 K 6 SPF 13 FD10D IM POST TOP RAI.
WN3-110zrwoadSCREW OR3-08xr
worn SaEa
REF. CALL. PG. C-RF- 223.0 - 223.6
John-C. Doodon, P.k.
2 Enring, Inc:
DAPIA APPROVAL
APPROVED BY
Revised
Jun
06,2006
NIAINC.
FFOFRAI KAWIFACTURFD INIYF
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
ft
NOO 00
im ►„� AtMAIM ARE
PaWWMY. AID OMMO ML
WWI BY:
O.A.
DATi
os—oz-06
REV. Lum
MIM TIT1E:
PA BOX 3W j
VAWW OF ACINISIM MANWAI °M
HINGED ROOF DETAIL
SAFETY HARBOR PLORIDA 34695
MG 20 YATOW AW PIOI�D 10 ➢E
°�
PHONE (813) 726-1138
W0� M XI MWFM�
AD—HR—DO02
� I
13
HINGED ROOF DETAIL
UNOERLAYWENT TO BE GWED 3' MIN.
CH BOTH SECIMS, OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAIMENT AND -
AND A MIN. 4 1/2' 1ND7H OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXEb ROOF SECTION.
(INS IS TO BE DONE BEFORE RAISING HMO
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X W BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE NTH
3-18 X 3- WOOD SCREWS EACH SIDE dF GAP. APPROVED BY
\ Revised
ON • \ Nov 30,2006
® INC.
\ ��p� FEDERAL MANUFACTURED HOME
1 CDNSTRUCTIDNAND SAFETY STANDARDS
A X6.
��
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
1NNOZONE 19
(110 MPH)
ALL EXPOSURES
NOTES:
1. BRACE RAISED ROOF SECTION IN THE RAISED POSTCH BEFfRE SWUNG HRIOED
KING POSTS MID POSITION.
F ��lZg%�La
DOWWN P•
John C.
JACOBSEN HOMES
w.srECFlra
mnOTICFma
��Br D.T.
°A� 10-02-06
REV. UM
P.a eox 36e
CROIA. r,aclKM. AW UWWRRAL
MATFIMALS Cr JACM" MAKFAM110
DRAWING TIRE:.
HINGED R D TAIL
/�
W- 9" MAMMALS Ali PRDMDED TD mm
/-�
SAFELY HARBOR. FLORIDA 3,%95
PONE H(613) 726-1135
K", Im rm mvm w MUST R
Im mmrma um sm amDIW6
DRAIITNG RIMIER: AD—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 15# FELT TO ROOF PEAK ---1 I NE —PIECE SHINGLE —7
UONDERLAYMENT /
2' MIN. OVERLAP (TYP.) .
I .6' MIN. TAR AS SHOWN
.(APPLIED ON SITE)
t- .SEE NOTE /3:
s
l ...
•....
I I I I I ,
3' MIN.
F-1
I I
'—� SEE DETAIL 'A'
—
I �
1
c
lo
I
SECURE FIRST ROW1 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
IAND BEFORE INSTAWNG THE 15# FELT AND SHINGLES.
DETAIL A
,ioTEs: i
WINDZONE III
(110 MPH)
ALL EXPOSURES
1. CEMENTING OF 15 f FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED. A PROVED BY
2 FASTENING OF 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 150 FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES tF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF. I
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS' ADI HR-0001 (WITH SPECIFIC END PANEL LAYOUT),
AD-HR-Op02, AD-m-0003, AND AD-HR-ODD4. FEDE AL MAHNUFACTURED HOME
CON TRUG110N AND SAFETY STANDARDS
NOW& MAN BY: DATE REV. LETTER
JACOBSEN HOMES >� WM AND oR�►ME ME M.T. 9-20-03
Olit WL PRO%UMY. AND a* DUTW DRAWING 7M.L- SHINGLE AND UNDFRLAYMENT
,• P.O. BOX 368 I- SM MAWW A K APPLICATION ON HINGED SECTION
SAFETY HARBOR, FLORIDA 34695tT fOR SPEaS nNeaaES ND LUST BE DRAWING NUMBER
PHONE (813) 726-1138 �vr 9x�t+ otE�s AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4- SCREWS,
6-1/2" O.C. 14AX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA.
STAPLES INTO EACH 16" O.C. RAFTER AND
3 1/2" O.C. MAX, INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES) 1
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLAMN OF UNDERLAYMENT AND SWUM
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
CALM CRC - 167.01 - 167.02
CER APPROVAL: I DAPIA APPROVAL _
J0hrl 0. uoGdoft, p.E.
.92 ER.90mdring, Inc
APPROVED BY
INRevised
Jun 09,2006
INC.
FEDERAL MA WFACTURED NOW
CONSTRUCIMM ANO SAFETY STAROARDS
JACOBSEN HOMES
NOTICE:
TwsE SPEmTCA---
DRAWN UT.
O.A.
OAT[_•
06-06-06
RLY. LETTER:
P.O. s
sox she
mA%m ARC
MOW, PRCMIART. AND LoFDOIRAL
M"1 dms Dr'Axo" MANIArACTURM
ORAWNG ILL-
PEAK INSTALLATION DETAILS
WOO MATErU1S A W- RE PROIUED 10 TW
SAiE1Y HARBOR., FLORiOA 34695
PHONE (727) 726-1138
WID" rot SPECM MMES AND MAT r
1DPr AND
ORAWNG NU16ER:
N/LDIIML zcFwr FROM 000i
AD—HR—W06
16
STE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED j
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
,45
INSTALL FIRST LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. IMOTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
NOTES:
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
I
Z— SEE OTHER DETAILS FOR
I 91 INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH. END TO
ROOF DECK AND/OR E)OSTWG
FELT AS SHOWN.
AP ROVED BY
AUG 0
INC.
ITmERA MAMUFACME
OHMIANDANIOS
DRAWN BY: DATE: REV. LETTER
JACOBSEN HOMES ; msEsKaranoswoDRAWLSARE M.T. 7-28-04
WMAL MWWTARY. AND OOfi10E11nAL DRAWING TITLE:
ruin MATMALS OF JACOBSEN MA"ACTIM@I6 SHINGLE/UN ERLAYMENT INSTALLATION
„ P.O. Box 368 Nc SUCK MATERALS ARE PROVKD TO ME
SAFETY HARBOR. FLORIDA 34695 REOPPI FOR SPECFE RMp'W NO MIST RE DRAWNG NUMBER:
PHONE (727) 726-1138 IVT CO*WDAL AND JOLT FROM OTNM AD—HR-0007
17
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAWNG
ME M W/ STAPLE OR NAL
BANDING STRAP "FED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG.
4DE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WOE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
*OOT MAY DE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
1 mry t1c MAIN PIPING
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
IN
DAM APPROVAL
•,11 � L
INC.
JACOBSEN HOMES MESPECf1CAMISiAPO DRAW=ARE, DRAIMBY: R.R. CA7-17-97 R>v.Ler>Fx:
ORIFNAL PRWUIW, " 001i1DDI9Al DRAIMG TITM
m
P.D. Box 368 YAWa&S OF ,POMSM MANlAC1URMG PLUMBING SUPPORT
M WM UAMMS ARE PRMn TO 71C
SAFETY HARBOR, FLORIDA 34695 RECHDVI HB T[WY /1 fM AKA OM N DRANHG NWBER:
i PHONE (813) 726-1138 an cmrooma 00 Koo In" f"m AD-PL-0001
18
I
IT IS THE RESPONSIBILI1 Y OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILINGS) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT I AT TIME OF HOME INSTALLATION.
NOTES: ......
PPROVED BY
INC.
ERAL MANUFACTURED HOME
NOWTIONAND SAFETY STANOANS
NOTICE: DRAWN BY. DATE: REV, LETTER:
JACOBSEN HOMES
TNESE SPEUF1CAl1oNS AND ORAWNGS ARE tu1•T. 3-30-05
D ORDINAL. PROPRIETARY, AND CONROENRAL DRAWING TITLE: _
P.O. BOX 368 i MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROMDED TO K OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 REDPIENT FOR SFECOIC PMPDSES AND MUST BE DRAWING NUMBER:
PHONE (727) 726-1138 W7 CCN mnAL AND SECRET FROM OTNM AD-PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE . FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTALLED)
)�— — — — — — — — — — — — — — — — — — -- -
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY J
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI -NL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF -SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
DAPIA APPROVAL'
APPROVED BY
ON Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
DiMSPECIF=TIONSAMDRANNSARE
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER:
,
ORIGNAL, PROPWARY, AND CONRDENTUL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
Q
IVl
P.O. eox ass
INC Sidi MATERIALS ARE PROVIDED TO 111E
�,♦� SAFETY HARBOR, FLORIDA 34695
RETk'IDiT FOR SPE X PURPOSES AND MUST BE
DRAWING NUMBER:
® PHONE (727) 726-1138
KEPT CONIMnu AND SECRET "OWK
AD—PR-7001
20
NO
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16' X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A'
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING
i
SEE NOTE #27
MAY BE RIDGE BEAM
(SEE NOTE 114)
OF ATT
SEE NOTE 11
18' MIN.
T
CROSS-SECTION
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED WITH 7/16' X 1 1/2'
X 16 GA. STAPLES, 2' O.C. WAX. TO
EACH 15' O.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA-:.ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
1MNOZONE' Lr
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044 10 PSF D.L.
NDS01 REP. CA= C-FS3 - 88.01
NOTES:
DiCHM APPROVAL:
DAM AMOWL-
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
2-/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY; INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH
Jun 09,2006
110 X 4 1/2' SCREWS 9' QC. MAX SPACING.
/
I
NC
1 SEE AD-FA-0020 FOR GAP TREATMENT BETVA>=N SECTIONS.
�j
John C. t1adan, P.r-.
FEDERAL MANUFACTU NONE
'
K2 Enginwrft, Inc.
CONSTROCTIDNANDSAFETY STANDARDS
JAC O BS EN HOMES '
NOT1C6:
THESE VE6GRO6 AM O AMM ARE
DRAW BY:
O.A.
DATE:
06-02-06
FOY LETTER
..
■
i
P.O. BOX me
SAFETY HARBOR. FLORIDA 34695
600N+A. PAO WTANT. AND COMrMnAL
OAL MATOS OF JA� UMNACTUMIC W. RM MATUMU AK PROWU 10 Yle:
DRAO'N6 TITRE
ROOF TO ROOF ATTACHMENT
DRAYRFC NAIBER:
AD-PR-7002
PHONE (727) 726-1138
fEOFW FOR WE= pirMa ANS vw K
R" corsom AND umi nKN GPM
21
RAFTER TOP
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19, O.C. MAX. BETWEEN OUTLOOKERS
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19•
M� c q8• o
G
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131 X 3 NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND
MIN. (3) .1310 X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT
SEE CHART FOR FASTENING
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.
2 X 6 FASCIA FASTENED TO OUTLOOKER � �-- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY
W/MIN. (5) 7/16' X 2 1/2' X 15 GA. NOTE:
STAPLES OR MIN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUTLOOl Rs TD BE SEW DD TO EACH
(TYPICAL AT ALL CENTER BRACES) � ENOZZOONEEPPER F STM TRUSSES t AARRTT.0
SINGLE TRUSS ONLY
REQWD OUTSIDE OF
3 FT. AREA
SS MAY BE
PLACED ON EITHER SIDE
NDSOI
NOTES:
I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER bETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
QUATr1".
PE►+EtRATM-
.131 PD NAIL
5
1 1/f
15 GA. STAPLE
B
1.
118 SCREW
2
1' OWL TIP)
DUTLOM FASTENiRS MAY BE INSTALLED WINOZOML 111
FROM TOP CHORD DOWN IF PENETRATION ALL EXPOSURES
6 MWAKD. (110 MPH)
20 PSF ROOF
10 PSF D.L.
RNF. CALM C-RC-197.01-197.02
.John C. Doodan,-FLL.
.K2 Eng1n,4cxirng; Inc.
DAPIA APPROVAL
APPROVED BY
INFeb 05,2008
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTIOR
1HFSE SPEcrt1CA710NIS AND DRAWS AM
I DRAWN BY;
I O.A.
DALE
1-29-08•
REV. LETTER
OMGK% PROPWARX AND CM6108 ML
MATEIMS OF JACOBSEN MApUFAC1U M
DRAWING 17LE:
END ZONE RAPIER/OVERHANG ASSEMBLY
/�
P.O. BOX 368
t_ SM MATU AIS AK PWYM 10
I/—,`
SAPHPHONE 726— 138 695
REWW z
� �
DRAMNc Hum
(OR.'
IVT COMM SM
AD—PR-7003
22
TIP. ROOF FRAMING
16' ON CENTER
16,
_ — TRIPLE YWDE CENTERI SECTION PEAK \ —
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION & REMAINDER OFAT CONTINUOUS PANEL
BOTH ROWS OF SHEATFBH0) OUTSIDE SECTIONS (2 FULL SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS�TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITC i ED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
I
APA RAZED ROOF DECKING
(OR i EQUAL)
I
MANUF. INSTALLED DECKING TO HERE
v
VANDZONE III
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES: BMEER APPROVAL• DAPIA APPROVAL•
1. 1/8' MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 WomoRevised
SPAN RATED) DECKING (EQUAL OR BETTER). John, C. 0.0 - � �- Oct 29 ,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) W1LL'BE THE
�fl� ic•oi 'I,)iiC. ON IIV�.
SAME DECKING PATTERN. FEDERAL IMUFAMRED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUMON AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
NOTICE: OWN BY. DAIS REV LETIFR:
JACOBSEN HOMES ' 1HM >IMAMDRAr�ARE O.A. 10-24-07
ED ava AL PRaME MY. AM ca#WTA DMO C 'RTV_
P.O. BOX 368 MATO U1S OF VZOBSf1i UWACTUFM
W_ SUM MAC Are � 10 K ON SITE PITCHED ROOF DECKING INST.
sAFEPHONER(702R7.) 72Rlo;� ss �fl11 � e Sm WIC oRAwHc MIS AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ, IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
TYP. 100 SQ. 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
OVED BY
Revised
Oct 25,2007
INC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
NOTICE: DRAWN BY: O.A.DATE: 10-24-07 KtV. LLI ILK:
JACOBS EN HOMES ,HESE LDN�TITAI AN DRAWNGsn
ORICNAL. PROPFEETARY, AND CONFfDpN11Al DRAWING nn.E: /�
MATERIALS OF JACOBSEN MANUFACTURING
❑„ P.O. BOX 358 INC. SUCH MATERIALS ARE PROVIDED TO TINE SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR. FLORIDA 34695 RELENT FOR SPEa1C RIRP E5 AND MUST BE DRAWING NUMBER:
❑❑❑❑ PHONE (727) 726-1138 KEPT COWIDENTULLAND SECRET FROM OTHERS AD-PR-7005
24
ROOF VEN
3
z
W
TV 100 % K
VDIXATION OT
r- (SEE CHART FOR
IX4
r-
(1601 X SECTION UXI)t
0 TO IY-6'
IS'-6' TO 31'-3'
31'-3' TO 46'-10'
46'-10' 10 6 -6'
61'-6 TO -0'
MARRIAGE
i
MARRIAGE WALLS
c I LOW VENT LOW VENT
i
I � � •50 SO. IN, VENTS REQUIRED
I 3 HIGH %ENT IN SITE INSTAUPF) TRUSS SEECTIO
-r
2 1 ■�
--------------
v
CENTER LINE OF CENTER SECTION
(W) = YCTO LD1GIIt
"m .on:
LOw lat
10 31'-5'
11(/[
mm
31- 10 ar-w
UK
*'-W A a-4
2
11& SL1
it 10 61r-
3 1
2 UL WE
I +1 AMY= 10 01U81AW KNTS
1
TYP. 50 SO. N ROOF VENTS r-�I
LOW VENT (SEE CHART FORIREOLAREMENTS) LOW VENT
I l MARRIAGE WALLS
I SITE INSTALLED CENTER SECTION OF ROOF.
NOTES:
NOTICE DRAWN BY:
JACOBSEN HOMES *mE SPEanulTOG AND MA.rs AK
0 omm i6vwTAA'►. Alb ow D01TL1L DRAWNC 11
P.O. BOX 368 MAXIMS OF J►rMEM 61AM1FACTURM
_ rNE
SAFETY HARBOR. FLORIDA 34695 KOPOIT FOR � WM NO 09 K WARM N
PHONE (727) 726-1138 ivy carmnq ADO WWI nm O*M
1
25
AF PROVED BY
JUN14
IN
ME LMANUFACTUREOHOIv1E
EON RUCTION AND SAFETY STANDAROS
OAIE REV. � LETTER:
R.R. 01-22-04
ROOF VENTING
AD-PR-7006
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL W)
/ SITEINSTALLED
OF ROOF ER
VENT IAr
(OR SOLAR
" EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
'---FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEAIFDNG
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT
FAN. SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
r(EX
SITE INSTALLED
UMBING VENT PIPE
ND 3' ABOVE ROOF)
(SEE DETAIL W)
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
XHAUST DUCT SPLIT
kND FASTENED TO ROOF
)ECKING OR BACKER
VITH MIN. 4- 8D NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
0-'%'—FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE-
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
* (SITE INSTALLED)
' VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
DAM APPROVAL:
APPPOVED BY
Mftft"
INC.
FEDERAL ANUFACTURED HOW
rnNCTRI I MON AND SAFETY STANDARDS
J AC O BS E N HOMES NOTICE DRAWN BY. DAIS REV. LET":
T sE SPECIrCATDNS AND oM•M4GS ARE
R.R. Ol - 23- 04
CIOCINk- PROPREURY. AND COFMIM DRAWING 111LE: _
„ NG
P.O. BOX 368 W_ SUCHs I N ROW=MAKWATO THE PITCHED ROOF EXTENDED VENTS
.+c. sual MATERws Nli aRor+oED ro n[
SAFETY HARBOR. FLORIDA 34695 REORUST FOR SPEOM Rwvn NO MSI 01 DRAWING NUMBER:
` PHONE (727) 726-1138 IRPT IXIiLE IM NO SECRET "M oTe K AD-PR-7007
26
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 1NTH A 6' MIN.
i OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
15j1 FELT TO HAVE A 6' MIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH
AROUND
AND A MIN. 6' VADTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
I
THIS ALSO APPLIES TO ENDLAP SEAMS. I PERIMETER OF ROOF.
FIELD INSTMM ROOF SHEATHING (TYP.)
b�
I 6' WIDTH OF ROOF CEMENT WEN
w
1 f I 1 ( OPTIONAL 15/ FELT IS INSTALLED.
I
r�
I
1 ! I -
I I I I t I
I �I I, I I OPIMAL LAYER OF 151 FELT
i
r
- 1
ONE-PIECE SHME
UNDERLAYMENT
ROOF SIEANNG (TIP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
I
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2' 112'
TO TO
3' 3'
FASTENING DETAII. VANOZONE W
(110 MPH)
ALL EXPOSURES
NOTESe ENGINEER APPROVAL- DAPIA APPROVAL,
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IWANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED �TNMLW-ACrURED
Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) .lOh;T j nnden�INC.
ME
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 Nil :I 1CO-+fig, InG. CTDNDSAFETY
Y STANDARDS
9 " • NSTRUCfIDN AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
I
JACOBSEN HOMES ;
NOTICE
1HM SPIMMs TM AM DRAW AM
DRAMA BY:
OA
DATE
10-24-07
REv, lET1E
00KAL PROPWARX AND COIF1DIMM
t wANt�
90 OF JALS
DRAWING TIU-
SITE MM SHINGLE UNDERLAYMENT
P.O. BOX 368
W_ AM
Ftc s11v1 wAtElaAls ARt: PRoyoED ro ttt
lU Ut
INS AND
SAFETY HARBOR. FLORIDA 34695 1
AIWW FCR 9Elt1C PJKW W IM E
DRAWC NUMB
PHONE (813) 726-1138
Km tblFnE111tAL me SKEW ffm OHM
AD-PR-7008
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE RDOF
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105- X 1- MINIMUM ROOFING NAILS
OR .113" X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
DAPIA APPROVAL•
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1' X 16 GA.
APPROVED
BY
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
INC.
FEDE
AL MANUFACTURED HOME
CONS
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
WSE SECWCAT G AM DRAWNM AK
DRAWN BY.
M.T.
DATE:
02-04-04
REV LETTER:
DRAWING TITLE:
UWALAL PRWKTARY• AND (XIIIIDEM111L
,I P_0. BOX 368
IIATpMLS OF JACOBSEN YAMIFACTURNF
N[ SUCH YAURUIIS ARE PROVOED TO THE
TV. FLASHING INSTALLATION
SAFETY HARBOR. FLORIDA 34695
KDPOI FOR SiTylt FtFR f5 NO WET BE
DRAWNG NUMBER.
PHONE (813) 726-1136
IVI CW MLAL AM YCAEI nft OUM
AD-PR-7009
28
ADDENDUM
GENERAL NOITES / TIE-DOIRNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS
a VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-GCY,NS *01 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE 1OF RESISTING THE COMBINED LOADING. WHEN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSIALL-M
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOTj SUPPLIED BY JACOBSEN HOMES (TO BE SL'PPL'ED BY OTHERS).
5 VERTICAL BE STRAPS MAY BE SUPPLIED Bl JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL.
S. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-D' (82" I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEW'ALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ;ON THE INSIDE OF EACH I -BEAM AT THE, CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED-1 AROUND THE MAN I -BEAM (AS SHOWN ON T)P. CROSS-SECTION
DETA4S) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL. BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE 1
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. "ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RE95T THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL (MOUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFELY FACTOR OR AN ULTIMATE
LOAD OF 4725E (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL BEI-DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE-DOWI1 STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REOUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TNPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING A D/OR SPECS OF SPECIFIC TIE-DOWNIS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKLUC P,EOUiREMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES:
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE 11 AND/OR WIND ZONE IIII. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
ENGINEER AVWt II. "'Illli4' DAPIA
N�```` 00�'4i4
�Q?�,NSTEgF.c�,y ROVED BY
Q No. O
Apo 0
ENE8703571 I ILIT
JUN 1 5
INC.
NOTICE: �l�ll/l � WAA!l1q %"%,. DALE: REV. LPTTER:
JACOBSEN HOMES C.L.Y. 5-19-95
1NESE SPECll1CAnoNs AND ORAwNGS ARE J�
MOMAL PROPRIETARY. AND CCNIID[NTIAI DRAWING TITLE: /
THE
P.O. BOX 368 YATIRIALS OF JACOBgN UMUFACTI PIC TD-GENERAL NOTES '/ �`
SAFETY HARBOR, FLORIDA 34695 RICMTT FCH OR SPEC SARE �90 WS BE
PHONE (613) 726-1138 I IQPT CON WLq No sEOV R= OHM I�Arwc NuusER AD-TD-0001
29
ADDENDUM1CT
gV
NORMAL TIE —DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
E+1
MIN
WIND ZONE II
WIND ZONE III
FLOOR
DIN• On'
EA END a
ANCHOR
ANGLE
NIN. OTY.
EA END a
ANCHOR
ANGLE
�l
S�G�
O�
EA SECTION
DIN. 0
EA. SECTION
M:N. 0
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
1
25'-4'
2 1
50'
3
38'
26'-8'
2 1
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
8'-0,
31501
40'-50'
6'-8'
3150#
40'-50'
24'-0'
12'
B'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
254
12'
8'-0' 1
31501
40'-50'
6'-8'
31501'
40'-50'
26'-8'
12'
5-0'
31501
40'-50'
6'-8'
315011
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. QTY.
EA. END a
ANCHOR
AN
DIN. OTT.
EA. END
ANCHOR
AN
WIDTH
EA SECTION
YIN.. 0
FA SECTION
O
DIN.. 0
20'-0'
2
50'
2
68'
24'-0'
2
70'
3
50'
1
25'-4'
3
45'
3
60'
26'-8'
3
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE II
WIND ZONE R
SPACING
DBL. HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
5'-4
31501
40'-45'
4'-0'
3150#
40'-50'
24'-0'
12'
S'-4'
31509
40'-50'
4'-0'
3150#
40'-50'
25'-4'
12'
5 1-4'
31501
40'-50'
4'-0*
31501
40'-50'
26'-8'
12"
5-4'
3150#
40'-50' +ot
It111111I '-0'
3150#
40'-50'
NOTES:NSTE
�iI'll'
EHpF�E�E�NQ
DAPIA APPROVAL
REOUIREIENTS.
•GR
1. SEE AD-T-0001 FOR ADOITONAL
\' No. FO
ppROVED BYE
2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOW_
_ ENE 8
-
5
�o�;.. ���:
INC
' � J, D 1 A' .. • G�����`
`w;si"w m , o�s�T�swa++Ge
JACOBSEN HOMES
NOTICE:
THESE sPEOnCATIONS AND DRAMNGS ARE
CRONAI, PROPRIETARY. AND CCNnDENTUL
10R4M�+!! ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAYANG TITLE:
MATERIALS OF JACOBSEN MANlffACWUG
NORM. SPACING TABLES
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
INC. SUCH MATERULS ARE PROKED TO THE
REOPENT FCR SPTCiIC RFftSES AND VLW BE
CONImITAi AND SECRET n= OTHERS
ORAYANG NUMBER:
AD-TD-0010
PHONE (813) 726-1138
OUT
3U
31
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE T E-D01IN MHOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN •YE WAIIII
SEE NOTE 5 FOR
MAMUI HEIGHT
NOTES: ENGINEER`AtRPRNOVA� CO''���!' ,{1gF�4.tN' tffBv
1. SEE AD-TD-0010 FOR SPACING TABLESG�ST�RF �C` '�� iFiIJV U I
2. SEE AD-M-0010 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. �` , � Q� N�' � •� ;� �- � -�'�
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREIAENTS _ ENIE8703571 INC
4. SEE AD-TD-0001 FOR ADDITIONAL REOURTEMENTS - I
5. ZONE 2/E)POSURE 'C: 60' IIAXMUM HEIGHT 'd ' ST T`= .•4, Twcranos�ImsDroM�f
ZONE 2/EXPOSURE 'D': 44' MAXMUY HEIGHT Z'p •'• g r92P
ZONE 3/EXPOSURE 'C: 40' MAXMUM HEIGHT ''�� �i4` p I H '' ���`� REF. CALCS:
ZONE 3/E)POSURE 'D': 36' YAXMUY HEIGHT 'i�4�Fss�Q • • • • • �� �����`
N0110E "FAuiwi DATE: REV. LETTER:
JACOBSEN HOMES mm SPEQFICA7ION5 AND DRAVM ARE C.L.Y. 3-27-95
MGM. PROPRIETARY• AND Cd*MTW DRAWING TITLE
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACT"G FIGURES 1.0 AND 1.1
DIG SM MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 RENT FOR SPEC:IC PURMSES NO AW BE DRAWING NUMBER
ux PHONE (813) 726-1138 IEPT C01aMU& AM SECRET FROM OMM AD—TD-0011
32
RECOMMEND
TYPICAL SIDE ELEVATION
TYPICAL CROSS SECTION
SHOWING 11EDOWNS
Ir. R.00R
DENDUM
TIE -DOWN SYSTEM
FIGURE 1.0
WIA
ANCHOR ANGLE (SEE m m MINOR WE (SEE ROLE 0)
FIGURE 1.1
OM BASO ON 951/f I -BEAM CENTERS N 96' wGH SfMV&S)
®e®p6g6a8ABAppsp®�
i
® No 4:_ .. ► . �
f ;
OS O�Wa• A'
%%'
BBpBpp1B8i9SB®�®
SEE ROLE 5 FUR
NA101UY HOW
01 s: I
APPROVED BY
1. SEE AD7D-omai FOR SPACING rAeLEs.
00
2. SEE AD-1D-O010.1 FOR QUANITY OF LONGMIDIAL TIE -DOWN STRAPS FUMED.
JLm 16,2009.
1SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REWROADn
INC.
4. SEE AD-TD_0001 FDR ADDIOONAL REAIIIRMENTS.
FEDERAL MANUFACHRED HOME
CONSTRIICIION AND SAFETY STANDARDS
5. ZONE 2/EIO =RE 'C': 6r MAUDFUHF HEIGHT
ZONE 3/E*=RE 'C': 56• NAIL MUM HEIGHT
Cam'
6. WHEN ANCHOR ANGLE SHHDWN ON AD-ID-0010.1 CANNOT BE ACHEVED,
GT0. 215.01 - 215.20
INSTALL AN APPROVED STABILIZER PLATE
xoTTc�
DRAWN BY:
kI,T.
DATE
06-04-09
REV. LETIER:
JAC O BS EN HOMES
TH13E SPEYAFICA71MIS AND DRAWI S ARE
D�WNG ' FIGURES 1.0 AND 1.1
w TMALS RO��H MANu H' G
P.O. BOX 368 1
W, SUCH YAIERMALS ARE PROMM TO TIE
DRAIWG NUMBER
AD—TD-0011.1
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
�R RR 51'ET>tiIC PLRPOMS AID WN OE
KUT CONAOENNAL RM =0 WM DOM
33
ADDENDUM-
NORMAL TIE -DOWN SPACING TABLES
1 �'
ZONE ]I & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
YIN. OTY.
ANCHOR
FLOOR
WIDTH
EA. END
N
E END OF
ANGLE
O1�
EA SECTION
YIN.. 9
EA SFCTICN
YIN. B
12'-0'
2
43'
2
55'
13'-4"
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE II
WIND ZONE III
SPACING
DBL
DBL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
DBLANCHOR
ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
13'-4"
6'
B'-0'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
HIND ZONE II
WIND ZONE III .
MIN. OTY.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
EA. END
ANGLE
EA. END OFANGLE
EA SECTION
YIN. B
EA SECTION
YIN..B
12'-0'
2
64'
3
47'
j~
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
MIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
12'-0*
6"
5-4'
31501
40'-45'
4'-0"
3150if
40'-50'
13'-4'
6'
5'-4'
315Ca
40'-50'
4'-0'
3150#
40'-50'
NOTES
ENQ `EERY`` D�
DAPIA APPROVAL
1. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS.
�` �Q: •�STEgF�F2�'�
APPROVED BY
2. SEE AD-TD-DO13 FOR YAXIUUN PIER HEIGHTS REOIMED FOR THE LOADS
TABULATED ABOVE.
Q No. O 'JJN ,
ENE8703571 =
1 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
INC,
A80YE TABLES APPLY TO 160' FLOOROR 144' FLOOR MOTHSINTH 95 I/2',�I-BEAM
STAT"&fF—Q-;
�� +�RMIf��
�4.
SPACING, 96YA)DYLDJ SIDEWALL HEIGHT AND 6' MAbYUM SIDE''�•y1Q.
MAX EACH SIDE OF UNIT).
• ��`��`
OVERHANG (6" OVEidHANC
JACOBSEN HOMES
NOTICE: "I/ II
TNEsf sPEa'1CATIONS AND DRAWINGS A�
111111�`d
C.L.Y.
DATE: -
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
P.O. BOX 368
a
ORIGINAL PROPRfETARY, AND CCN11DENTRAL
VATM&S OF O.COSSEN MANUFACTURING
/ \
SAFETY HARBOR, FLORIDA 34695
CK SUUR YATEi'JJ.S ARE FRONDED TO THE
RECPVM FOR SxVIC PJI.P 5 MID MUST BE
OUT CarWVA AM SECRET FROU OTHERS
DRAWNGG NUMBER:
AD—TD-0012
PHONE (813) 726-1138
34
ADDENDUM
TYPICAL SIDE ELEVATION
4ZWAUIJC T1C_HNIYAJ CDA(`IAIPC
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
i
FIGURE 1.2
SEE MURE Z01 FOR AClE ITE M—DOWN iI WD
i
AHGE ANGLE
FIGURE 1.3
SEE RGURB11.0 FOR ALTERNATE TD:—DOWN MHOD
SEE NOTE 5 FOR
Mum HEIGHT
NOTES: ENGl'T`( WPAAPPROVAL DAPIA APPROVAL
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES \�'•,`'.• •oOF
2. SEE AD-TD-DO12 FOR OUANITY OF LDNGITLIDIAL TIE -DOWN STRAPS REWIRED. ��' G�STE9 • �F •� APPROVED BY
00or
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUIREMENia No.
c<) ON 14
JAP+ 'I
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIRNENTS. - EN 870357 -
5. ZONE 2/EXPOSIJRE V: 30' MAXMM HflGNT INC
`
ZONE 2/EXPOSURE V- 46' MAXIMUM HEIGHT I AITJ^ OF Q " FELL wns�nux®ho
ZONE 3/EI�OSURE V: 28' MAIOMUY HEIGHT / '��`: w�aiAuc�wwosArETralAialR
ZONE 3/EXP05UMAXIMUM RE V- 60' HEIGHT O�F • /�Q'Aq . \�```��
JACOBSEN HOMES TNESEIsrEOWATu�SAWDRA9*6 11"UNILDRT`�,`�r C.L.Y. DAB' 5-19-95 LETTER:
. ataciNNAL PRUMLIWT. AM CONETDEHTUL DRAMNG TITLE: /1
P.O. BOX 368 MAT1RIus OF JACoeSN MANUFACTJM FIGURES 1.2 AND 1.3 H
,I INC. %KH MAMU ARE FROVOED TO TIE
SAFETY HARBOR, FLORIDA 34695 RECIPW FOR TM R IPM AND M E DRAWING NUMBER:
PEPHONE (813) 726-1138 XEPT CI NW HIDY AM SEM FROM Omm AD—TD-0013
i
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
NOTES: la` Q"�`•'G�STE,q'' �F,L
I. SEE AD-TD-0010 FOR SPAONG TABLES : �c� N0. FO
2. SEE AD-M-0010 FOR OUANITY OF LONCITUDIAL TIE-DOVN STRAPS REQUIRED. ENc8703571
3. SEE OTHER DETAILS FOR BLDCKING (PIER) QUANTITY AND OTHER REQUIREMENTS _ !•
4. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS.
DAMA APPROVAL•
APPROVED BY0 r
14� � 5
! INC.
ISCE14l nwl�CNi®Na
warrs:cro, Mo srxrT sTuclecs
NO-LICE:AND
DRAWN BY:
DATE:
REV. LETTER:
JACOBSEN HOMES
THESE SPEanunas AND DRAWINrs ARE
C.L.Y.
5-19-95
ORIGINAL, PROPRIET/JIY. AND OCNnDENTUL
MATERIALS OF JACOZSEN MANUFACTURING
DRANING RT1E:
FIGURE 2.0
P.O. BOX 368
ING. SUCH MAXP-kS ARE PRONDED TO THE
SAFETY HARBOR. FLORIDA 34695
K04NT FOR SaEaIc RPNZ AND MUST BE
DRANNNG NUMBER
PHONE (813) 726-1138
PVT owmTUI Ab sECRET FOM Romn
AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION hiETHODS
SIDE MEW OF VAIN FnAME
TIE -DOWN STRAP
SEE OTHER 11AU
FOR RE-DCNN STRAP
SPECIFICATIONS,
APPROVED ANCHOR W.D0 TO
MAIN I -BEAM (SEE OTHER DETAILS
SEE W-TD-0200 FGR FOR KLOW) TO BE LSS791ED
RADUS� CLIP OETA LS AT THE FACTORY.
(REWIRED THS LOCATION). (WIN. 31501 wDuN0 (D"SI IIj LOAD
AND 47251 ULTRIATE LOAD.)
o° GROUND ANCHOR
SEE OTHER DETAILS FOR SIZE,
—I — ANGLE AND OTHER INSTALLATION NOTES
� .III-11i. I
11- ! FIG URE 2.1
SOLID HEADER (CROSWEUBER) x 3/4, (_ 1/21
FRONT VIEW
CUT INTO HEADER • MUST BE LOCATED
FOR STRAP ATTACh%E11T, WTHN 5' OF MAIN
(FACTORY CUT) QiASS i-BEALL
i
P'o°T SEE AD-T7-0200 FOR I SEE AD-m-c200 FOR
/ RADIUS CUP DETAILS I RADIUS CLIP DETAILS
!! (REQUIRED THIS LOCATIDN). I (REQUIRED THIS LOCATION).
5' YAX
I
TE-DOM STRAP
SEE OTHER CIETAILS
SIDE M FOR TIE -DOWN STRAP
SPEClFlCAMNS.
GROUND ANG,OR'
e I SEE OTHER DETAILS FOR SZE,
° A.VGE AND OT.iER INSTALLATION
zo"FIGURE 2.2
i
NOTES: LwjW APPROVAL:1: ✓ DAP.A APPROVAL
ENlES
I. SEE AD-TD-OC10 FOR SPACING TABLES-
2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL 71E-DOWN STRAPS RC(L1fiED. c .'S ~
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY MD OTHER REWREMENTS
4. SEE AD-TD-ODOI FOR ADDIBONAL REOUIREMENTS. 'ice + f F (^'
"ION I
'�Illlll I l I l 111 j111 '
ANCHOR BRACKET AND TL-DOYEN
DEUCES ARE CERTIFIED BY OT}0S
KO77C4 CRAYN BY. DAiH. ID. LETTER:
JACOBSEN HOMES ,T� SEC KA�DNS AND CRAXIM ME
ORM„NAL, FIltroxnARr. AND CGTIOIDIDK CRAWIG TIU
IVATI S Or JACOBSTN H+WACnaalr. FIGURES 2.1 & 2.2
P.O. BOX 353 Ir_ SUCH YAM UILS W FROVW) TO rhE
SAFETY HARBOR. FLLORIDA 34695 jISwaq rye rEcnc Rom AAD mA7 E DRAWING NUVOM
PHC.VE (813) 726-113E IATPI cb,rca>IAL Mm scHaTT nm o2m AD-TD-0015
37 '
LONGITUDINAL STRAP ATTACHMENT
TYPICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
.r
NOTES:
I. 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 THIC(NESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
NOTICE-
' 'JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
•„ P.O. BOX 368' MATERIALS OF JACOBSEN MANUFACTURING
Or- SUCH MATERIALS ARE PRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 REOPENT FOR SPECIFIC PURPOSES AND MUST BE
PHONE (727) 726-1138 NEPT CONFIDENTIAL AND SEQ0 FROM OTHERS
4N CLAMP, MANUFACURED BY
ENGINEERING. PART 159011
%6 .—,.aACTURER'S INSTRUCTIONS FDR
COMPLETE INSTALLATION DETAILS)
APPROVAL
ARPROVED BY
5.20
1HINC.
MANUFACTURED HOME
0ON AND SAFETY STANDARD'S
DATE: REV. UTTER:
M.T. 6-12-01
TUDINAL STRAP ATTACHMENT
ER' AD—TD-0016
38
I
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D `� T
LONGITUDINAL TIE -DOWN SPACING TABLE
(+� I
MIN.
WIND ZONE II
WIND ZONE III
on
ANaat
Y.O
NCHOR
FLOOR
WIDTH
EA. END OF
k
ANGLE
k D
EA END ff
ANGLE
ANGLE
O�
EA SECTION
UK B
EA SECTION
UK 0
10'-0'
2
44'
2
56'
12'-0*
2
57'
3
42'
13'-4"
3
38'
3
50'
VERTICAL TIE -DOWN % FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WINO ZONE II
WIND ZONE III
SPACING
D6HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0'
12"
4'-0'
31501
40'-50'
.4'-0"
31501
40'-50'
12'-0"
12'
4'-0"
3000j
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'-3' 1
j3150#
40'-50'
4'-0*
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
AM. Y.O
ANCHOR
OTT.
ANCHOR
�G` I
WIDTH
D
EA. END
k
EA END
ANGLE
O U I
EA SECTION
O
YIN. B
IN.
ICF.ON
EA SECTION
MIN. 6
10'-0'
2
64'
3
46'
12'-0"
3
50'
3
68'
13'-4'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE-DOIVN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAdNC
DBL HEAD
I LOAD
ANCHOR A►IGLE
SPACING
DBL HEAD
LOAD
ANCILOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0'
12"
4'-0*
3150#
40'-50'
2'-8"
31501
40'-50'
12'-0'
12"
4'-0'
31001
40'-50'
2'-8-
31501
40'-50'
13'-4"
12'
4'-0'
3065a
40'-50'111111
2'-8'
30001
40'-50'
NOTES:
ENa; �vALpQFA} A
�jAMtD BY
1. OFFSET SECTION KITH THE MARRIACE LINE WALL EXTENDWG BEYOND THE ENDWALL OF
,�
�}Q�G\ST•
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCDROA 4CE
WITH THE TABLES A801�- THE SIDEWALL SIDE AND THE ADJACENT jSECTION(S) ARE T
h' , . -
•'�
S EP 0 9 15
BE TIED DOWN IN KITH THE NORMAL SPACING TABLES (AD-TD-0010). ;
ADOITIONAL
;•
�� I
C.
2. SEE AD-M-DD01 FOR REOUIREUMTS.
I
I V
3. SEE AD -TD-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
�� �` '•.%1;�IAr.r'';� ``.` FED
'�iF�f's
RAL MANUFACTURED HOME
ABOVE
• .... ���� COPISTRUCTION
AND SAFETY STAND
JACOBSEN HOMES
1NESESPECIf1CADDNSLAND DRAwNGSC11-,ARE111
NOTl]❑
iL� R.R.
OATS 8-27-96
REv.LETTFR
��;
P.O. BOX 368
ORIONAL. PROPKIIARY• AND CONfX1fN11AL
MATERIALS OF JACOBSEN MANUFACTURING
RICK WATEMALS ARE PROVIDED TO
B
DRAWING TITLE:
OFFSET SPACING TABLESLUIEJI�NplINC
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REEO'mf fOR S'EU1C PJWOSES NO M51�BE
YVI CDWWFI t NO SECRET fROM OTI[RS
DRAKING NUMDER AO-TD-0020
A
.D
i
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
L
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIFrDOWN KMOD
(TMES ON AD4D-OD20 DUE APPLY
TO M3E STANDARD IIULII-WI E SECTIONS
TYP. CROSS SECTION(S) OF X UNIT -SEE NOTE 1, AD-M-OUia)
SHOWING TIEDOWNS DP. FLOOR S1SHN np. CROW- -
n+Asss
SEE NOT 5 FOR
MAXO 0 HEIGHT
F-- ANCHOR ANGLE ANCHOR ANGLE
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE—DDWN 1D;ffiDD
NOTES:
1. SEE AD—TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD—TD-0020 FOR QUANITY OF LONGITUDIAL TIE —DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 44- MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 24: MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)
ZONE 3/EXPOSURE 'C': 32MAXIMUM HEIGHT
ZONE 3/EXPOSURE V.- 32' MAXIMUM HOGHT (44' 0 24' WIDE MIN.)
FIGURE 3.2
�> �P4tldR>s��.l�Sq�,A1,TERNATE T>E—DOWN MMOD
0 :.. .O �i� DAPIA APPROVAL
�`��srrrR oF2"y" APPROVED B
` N0. Y
ENE8703571ZZ
_ a
1
r
F '.•• \%���,''��\ `�� H:�15Ti41{?I�IAt�SAF{1Y$
JACOBSEN HOMES
N077CR
THESE SPECIFICATIONS AND DRAVANGS ARE
DRAWN BY: C.L.Y.
DATE 5-11-95
REV. LETTER:
ORIGINAL. PROPRIETARY, AND CONFIDENTUIL
MATERIALS OF JACODSFII MANUFACTURING
DRAWING TITLE:
FIG. 3.0 3.1 & 3.2
A
❑;;❑
P.O. BOX 368
INC. SUCH MATERIALS ARE PROVIDED TO THE
SAFETY
RECIPIENT
DRAWING NUMBER:
ONE (8 3) 7261D1384695
' NU SECT FIM WHIM
AD-TD-0021
40
DENDUM
ALTERNATE OFFSET UNIT TIE 'DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-OOWSI SPACINGS
[i7^ _-_ iis
liq
pli _ - -
MAT: PER A7-%KIND TABLE I YAR PER AD-TD-00 TABLE PER AD-M-ODID TJ$F MER AD-TD-0010 UHf
UFO SECTION ff 11uT
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,1111111111f1!„/
NO TES: E� OV �i� OAPIA APPROVAL:
1. SEE AD-TD-0020 FOR SPAC4; TAMS (OFFSET SECnoN ONLY). �O: •�G\STFR,�" APPROVED BY
;9 No. o •.
2. SEE AD-M-0020 FOR OUAR!TY OF LON07UDIAL TIE -DOWN STRAPSiREOUIRED. h'E8703�,71 — .�1 5
(OFFSET SECTION ONLY) 0
10
3. SEE OTHER DETAILS FOR 1LOOC.NG (PIER) OUANTITY AND OTHER REOUIRIEL ENTS
4. SEE AD-TD-0001 FOR ADDITION4 REQUIREUBTS. INC
•. � ' � : nawawtsAnvrswrE
. i ": O.eF../��A�J�:•'•�k. �.` conlRiC10�MO L11Rif fTM�rRRT1
''•-s/�orralr • EI..���'�
1
t7RAWN er:.
DATE:
REV. LETTER
JACOBSEN HOMES
nasE sPEOnuTIONS AHD DRAIINGS ARE
C L T.
5-11-95
■
P.O. 90X 368
CRIFJNAL PROPRIETARY. AND CCOUDITIAL
YATMALS Of JACOBSEII YANSACAMC
DRAWNG TITLL
FIG. 4.0
SAFETY HA.?BC-R. FLORIDA 34695
IHc sua 1TTW uA5 ARE FRONDED To TIRE
RtOPIDIT FOR SKCFX PM➢C.M NO 111151 BE
DRAWING NUMBER
PHONE (913) 726-1135
TT COMMITILk MO SOO LAW OHM
AD—TD-0022
i
ADDENDUM �Ug�
ALTERNATE UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VdND ZONE it
111ND ZONE III
ANCHOR
MIN.oTY.
ANCHORDrF
r
,OONWIDEEA
N
EA. END
ANGLE
SECTION
YIN. A
EA SECTION
YIN. 9
20'-0'
2
36'
2
45'
24'—D"
2
46'
2
60'
25'-4"
2
50'
2
67'
3
30'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANQE
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900# 20'
24'-0'
12'
4'-0'
37DOI
20'
4'-0'
3950# 20'
25-4'
12'
6'-8'
40001
1 15'
4'-0'
39501 22'
26'-8'
12"
6'-8'
3950
28'
4'-0'
3950# 22'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
HIND ZONE II
WIND ZONE III
MIN.OTY.
EA. ENO
ANCHOR
MIN.OTY.
EA. END OF
ANCHOR
ANGLE
FLOOR
VADTH
aN
EA SECTION
uDLw. a
EA. SECTION
111N. e
v
20'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
254
3
42'
N/A
N/A
26'-8"
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANDTE
SPACINGL
AD
DBL HEAD
ANCHOR ANGLE
FLOOR
SAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
40DOI
20'
N/A
N/A
N/A
24'-0'
12'
4'-0"
40001
24'
N/A
N/A
N/A
254
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
4000 �
27' ,,,,,,,
, N/A
N/A
N/A
NOTES:
ENa I<ETt PR�YL:Dot "11.,,,/
DAPIA APPROVAL-
. T ' .
G1 '���
9FO
= '
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREITENTS
.�
h0
_ _
= _
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
;• EINE8703571
ABOVE:
-�
3. 20 WOES -82' MAXIMUM I -BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
6%297
i� o. Pv �.
' -... +;..- ` ��
..._.........,...... _:_.
JACOBSEN HOMES
N0MCE: "fITTF
THESE SPEOFICAMNS AND DRAWN65 ARE
19RAW
C.L.Y.
DATE:
6-13-95
REV. LETTER:
DRAWING TITIL*
ALT. SPACING TABLES
ORIONAL PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOM MANUFACUMG
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
ING SUCH MATERIALS ARE PROVIDED TO THE
REOPRNT FOR SPECFIC KIRPW NO UZI BE
Mn
DRAWING NUMBER:
AD— TD-0030
PHONE.(813) 726-1138
WT COtYMR4 NO SEM FROM
42
R��� ADDENDUM
goo �
06') . ALTERNATE. TIE —DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
IIAXNIAI HEIGHT
- - — I ...-......�
4. MAX WSET L
FIGURE 5.0
SEE FIGURE 1.1FOR RECOHlMEO '11E-DOTE METHOD
I
I
I
I
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TLE-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TIM A DESIGN 1DAD (WORKING IAAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIVILANT ANCHOR IIEETDIC THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN 11EU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN AB04E ARE ACCEPTABLE FOR USE M
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
ALL WINO ZONES AND IN 807H EXPOSURE 'C' AND EXPOSURE '0', HOWEVER, BY
'OUTBOARD'
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUA147ITY AND OTHER REOUIREMENTS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-0030).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
e1111111r11r r.
4. ZONE 2/EXPOSURE 'C': 3X MAXW-UM HEIGHT
ENGINEER,�pPROVALNI.-
-
OAPIA APPROVAL
ZONE 2/EXPOSURE 10% 27' MA ..�JM HEIGHT�'�:�
''
ZONE J/EXPOSURE 'C': 30' MAXSI'JM HEIGHT
'D':
ro1STE • }!� �is
yF
ZONE 3/EXPOSURE THIS APPLICATION IS NOT APPLICABLE.
J • �!i
NO
ENES?Q�� 71
JACOBSEN HOMES
NOTICE: 'Il/rrll
THESE SPEGFlG oNs AND DRAWINGS
+ORAYM BY:.
C.L.Y.
DATE 6-13-95
REV. LETTER:
P.O. BOX 368
ARE
CRIONAL. PROPRIETARY, AND Co""
YATEMAIS OF JACOBSEN MANUEACTLFIHG
DRAWING TITLE:
FIG. 5.0
SAFETY HARBOR. FLORIDA 34695
W svCH uATER S ARE PRONGED TO THE
RECPDJr r0R VLCfX RRPaSES A10 MM BE
DRAWING NUMBER
PHONE (813) 726-1138
PUT tafmm AND SEOV rKu OTHERS
AD-TD-0031
43
ADDENDUM
St
ALT. OFFSET
UNIT TIE -DOWN SPACING TABLES
Ct-
6'
��� ZONE
II & IIl/EXP. C & D
LONGITUDINAL TIE
-DOWN SPACING TABLE
WIND ZONE II
WIND ZONE III
MIN.Ott'CHOR
EA. END ID
EA SECTION
AN.
YIN. 9
NIN. CITY.
EA END OF
E.A. SECTION
ANCHOR
ANGLE
WIN. 6
r tv
)
FLOOR
WDTH
4O�
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
�1207
1
25'-4'
2
45'
2
58,
2
48'
3
3-70
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING
TABLE
MAX.
WIND ZONE II
WIND ZONE III
MIN.
SPACING
DOL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOCK
EAVE
WIDTH
OVERHANG
12'
12'
N/A
4'-0'
Low
N/A
1 40001
N/A
20'-30'
N/A
4'-0'
N/A
4D00#
N/A
20`-30'
20'-0"
24'-O'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
25-4'
12'
4'-0'
40001
20'-30'
.4'-0'
4000#
25'-30'
26'-8'
LONGITUDINAL TIE
-DOWN SPACING
TABLE
MIN
WIND ZONE II
WIND
ZONE III
A oTT.
EA END IO
ANCHOR
AN.
A. E D Y.O
EA. END
momANGLE
AN.
r \J
FLOOR
WIDTH
EA SECTION
YIN. 9
IO
EA SECTION
MIN. E
O�
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'-4"
2
66'
3
48'
26'-8'
3__+
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING
TABLE
MIN. MAX.
WIND ZONE II
WIND ZONE III
FLOOR EAVE
SPACINGC
DEL HEAD
ANCHOR ANGLE SPACING
DEL AD ANCHOR ANGLE
Low
WIDTH OVERHANG
N/A
Low
N/A N/A N/A
N/A N/A
26-0' 12'
24'-0" 12' S-8"
40001 20'-30' 2'-8'
4000# 20'-30'
254 12' 4 -0'
40001 25'-30' 3'-2'
40001 1S �30'
26'-8' 12" 4'-0"
40001 25'-30' 3'-2'
4000# 25'-30'
ENGINEER Ap�Niyplllllll//�
DAPIA APPROVAL:
NOTES:
C
PPROVED BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF ���`(�S E Ct`/��ii
��
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE �� �: ����' fV0.9F0 ?
WITH THE TABLES ABOVE THE 9DEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
E �8- �r
JUN 1 4
NIP
BE 71ED DMIN ACCORDANCE MTH THE ALT. SPACING TABLES (AD-TD-0030).
INC
2. SEE AD-ID-0001 FOR ADDITIONAL REOUREMENTS.
A Vk S.r�
7 �1L�
CLV
3. SEE AD-TD-0033 FOR 11AI(IMUII PIER HEIGHT REOIIRED FOR THE LOADS TABULATED
�.,� F •
ABOVE
... . ,�� �.�
NOTICE DATE: REV. LETTER
C.L.Y. 5-30-95
JACOBSEN HOMES
TNEsE SPEaf1C11mM OM DRAMNGSA%IIE': • u:.
OWONAL, PROPRIETARY, NO OCNnoE11T1AL DRAWING TIRE:
MATERIALS OF JAC'0 M MMRIFACHAIING
ALT. SPACING TABLES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
W_ SUQi MATEIMS ARE PROW D TO THE
REt>PM rOR SpEOEIC woo Apo 9M BE DRAWING NUMBER:
AD-TD-0032
PHONE (813) 726-1138
1VT CWWna NO SE00 fRW OTTERS
44
E
r�ISN
9�5 - °E"` , ADDENDUM
1?�EN SIONS
`� -E. Alc�0 ALTERNATE
Lao
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS j
SEE NOTE 5 FOR
MAN HWIT L
ANGLE ANGLE
FIGURE 6.0
SEE FIGURE 11 FOR RECOMMENDED TIE -DOWN METHOD
E-DOWN SYSTEM
ITABLES ON AD-1D-W WM APPLY
TO 7NESE STANDM LUD-111E SECWa
OF THE UNIT -SEE NOTE 1. AD-M-OM]
TIP. FLOOR SY M7
ANOIat ANGLE
TIP. CROSS-MM R
ANm ANGLE
FIGURE 6.1
SEE FIGURE 12 FOR RBCOMAKI) TIE -DOWN METHOD
IMPORTANT TANT NOTICE:
I
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DO", CONTIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TALL A DESIGN LOAD (TORKING IDS) RATING OF
4,000 PCUADS AND AN ULTDIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQU[VIm ANCHOR IIELTMG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN M OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
I. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS ALL WJID ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE 'D'. HOWEVER, BY
INSTALLING THE FRALSE 71E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND 07HER REQUIREMENTS HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020). RECOADDDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010). ENGINEER WWI, DAPIA APPROVAL' SEE AD-TD-0020 AND AD-M-0021) .�
5. ZONE 2/EXPOSURE 'C': 32' LIAXOMUM HEIGHTAPPROVED BY
�•.•,...... !ji
ZONE 2/EXPOSURE'0% 24' MAXIMUM HEIGHT .��� O G�STE9'• ''•
ZONE 3/EXPOSURE 'C': 24' YAXIWM FEK21T � �� Q� [\Jp,
ZONE 3/EXPOSURE 'D% 28' MAXIMUM HEIGHT 5 1�
E870
1AINC
JACOBSEN HOMES NOTICE ! afjj11 DATE: REV. LETTER:
THESE SPEOIICAMRS AND DRANM ARE C.L.Y. 5-30-95
■ a aONAL.IPROPRKTARY. ARD Cai DEN1UL DRAWING 11T1E
P.O. BOX 368 YALS JAtoBSEN MAWAC7LRINC FIG. 6.0 �C 6.1
\I n+c 7LTCsuAo! YATERtAOf u ARE PROWDED TO THE
SAFETY HARBOR FLORIDA 34695 . REOPENT Fat MFIC RF�PM NO WM BE DRAWING NUMBER:
PHONE (013) 726-1138 KEPT COIFWn4L AM 100 TROY OTNc"RS AD—TD-0033
45
S RA ADDENDUM
ALTERNATE TIE —DOWN SPACING TABLES
ZONE II & III/E.U. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
�1
�t t�
\V\
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
WIN. OTY.
EA. END
EA SECTION
ANCHOR
ANGLE
YIN. 6
MIN. OTY.
EA END OF
EA SECTION
ANCHOR
ANGLE
MIN. B
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
1 68'
10
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
IAN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
W HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
SAVE
OVERHANG
12'-0*
6'
4'-0'
37501
20'
4'-0*
39001
22'
13'4
1 6'
1 5-4'
38501
25'
1 5'-4'
3960#
30,
THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
O
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
W1D1H
WIN.
EA END OF
EA SECTION
ANCHOR
ANGLE
YIN. A
YIN on
EA. END OF
EA SECTION
ANCHOR
ANGLE
MIN. B
12'-0'
2
64'
3
47'
12'-0*
3
37'
4
33'
13'-4' 1
3
1 42'
3
55'
13'-4' 1
4
1 30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE U
WIND ZONE III
SPACING
DBL. HEAD
Low
ANCHOR ANGLE
SPACING
D oWw
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6
4'-0"
39501
25'
2'-8'
39301
20'
13'-4'
6"
4'-0'
39601
25'
2'-8'
40001
30'
THIS ALTERNATE APPLICATION REQUIRES11114F,000 POUND ANCHORS
NOTES
1. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS
2. SEE AD-TD-0036 FOR MAXINLI PIER HOGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE
EN(lllEke� `PR'0L "/i��
�4:G\ NO 9�cO 2 �%
- •' ENE$703571 —
DAPIA APPROVAL,
APPROVAL,O�
APPROVED BY
" 1 5 19
f
1 MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.7N]
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS V1TH 95 1/2-
I -BEAM SPACING, 96" MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX. EACH SIDE OF UNIT)
—
+y�p�'•. / 6 9` �.•' ��W:�
'• '�F D I • 1- (�\ �•
I
wsoicrq� NC
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
N017CE '11M
TnsE SPECIrum-s WD D ATINGSAREA
MONK., PRWWART. AND CCrUMTK
YATEWLS OF JACOBSEN MANLR'ACTMNC
wG SUCH YATU S ARC PRONGED TO THE
KO W FCR SKaX ROM APO MST BE
PUT Cdd1DD R& NO 5100 rRw MOM
�!m
c.L.Y.
DATE
5-30-95
REV. LETTER
A
DRAWNG TITLE ALT. SPACING TABLES
DRAMING NUMBER
AD-TD-0040
,OD I
4o
Rgp ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
MAIONUM HDMT
ANGLE AND:E
FIGURE 7.0
SEE FIGURE L9 FOR RECOMMENDED TIE -DOWN METHOD
i
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2). AUGER ANCHOR VIH l DESIGN LOAD (WORKING LOAD) RATDG OF
4,000 POUNDS AND AN ULTIMATE TOAD RATING OF 6,000 POUNDS MUST BE USED, AN EQUIVDJLNT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACI= MAY BE USED IN LD:U OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-ODD1 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-D035)I
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V: 28' MAXMdUM HEIGHT j
ZONE 3/EXPOSURE 'Cl 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOMN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
%STEq F�F
No. Fp .2
_.CIN
DAPIA APPROVAL•
APPROVED BY
`5
INC
N 14
1,... ...z. KTURWHm
Co..:o ,vLgmnvov=
JACOBSEN HOMES
NOG 'A4rr,�
1IiEg SPEOFiCA1fON5
jff{1'P(%WC.L.Y.
DATE 5-30-95
�"
„ P.O. BOX 368
APM
ANO DRAMNGS AFC
oRtlNAL, PaOIR*TAFIY, AND COHFTODITIRL
MA AL OF IACOBSEN MAMFFACTUFONG
EEL SIM YATERWS ARE PRO' M TO THE
FIG. 7.0
n
H
DRAWING T1TT.E:
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECPENF FOR SPEC►X RNPO0 AND MIST BE
XIPT
DRAWING NUMBER:
CWMIlk MO MOTET FROM OTTERS
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A'
SUCKLE WITH 3150#
Y MINIMUM (DESIGN LOAD)
DETAIL (B'
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
�LR DEVICE TO
CT STRAP AT ALL
CORNERS.
p
DETAIL T'
THIS TYPE OF PROTECTION MAY BE USED FOR
PROTEC'MpN,AT LONGITUDINAL TIE CONNECTIONS ALSO.
ST/(�,1;
NOTES: Et9 ,9 DAPIA APPROVAL:
Q No. APPROVED BY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 = ,�
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET * o,a •: = ON p
/�G V`
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. -
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�0�,••,/ IA�P,'
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �� (�' MMUFACTUREDH061E
s�ON ��`� :' �Z CAtSTR cTwAND
YE D AND AT R FLED OTHERS NOV 2 4 1998
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SPEOFICA71ONS AND DRAVANGS ARE M.T. 11-18-98
ORIONAI, PROPFXTAR, AND CONFDENTI& DRAWING TITLE: MISC. TIE -DOWN
P.O. BOX 368
MATERIALS OF JACOBSEN 4ANUFACTURING
INC.NCSUCH WATEAAS ARE PROVIDED TO THE
SAFETY HARBOR, 'F LORIDA 34695 REOPEN FOR SPECFlC PURPOSES AID UST BE DRAWING NUMBER:
R PHONE (813) 726-1138 RUT COa7D Uk AND SECTET FKW OIFERS AD-TD-0050
48
i
AD ! ENDUM
NORMAL
TIE-DIOWN SPACING TABLES
ZONE II & III/EXP. C & D
I
i
LONGITUDINAL TIE -DOWN SPACING TABLE
fl
C
I
MIN.
WIND ZONE II
WIND ZONE III
18N OTT.
EA. END OF
EA. SECTION
ANGLER
ANGLE
YIN.
OTT
EA DO OF
ANCHOR
ANGLE
FLOOR
WIDTH
MD
B
Ell SECTION
YIN. B
36-8,
3
40
3
25
I
I
I
VERTICAL TIE -DOWN
/ I FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZO!, E II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DSL 6D
LOA9i
ANOM ANGLE
SPACING
ANCHOR ANGLE
OA�
30'-8'
6'
6'-9'
3150�
41-46
5'-5'
3150$
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WND ZONE II
WIND ZONE HI
FLOOR
unl oTY
ANG10R
uDl OTT.
ANCHOR
WIDTH
EA END OF
ANGLE
EA. DO OF
ANGLE
O
r
Ell SECTION
YDL B
EA. SECTION
YIN. B
30'-8'
4
42
4
25
i
VERTICAL TIE -DOWN /; FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
LOAD
ANGLER ANGLE
SPACING
DTI.. HEAD
ANCHOR ANGLE
LOAD
30'-8'
6'
4'-6'
3150$
46-50
4'-0'
31501
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. cALa G rVl
,,ti1t1►11,I,p,,,,
NOTES:
EN0. �. '
DW APPROVAL,.,,MfiK OS
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
�G�STERF •. �i��
• Q No. o ••.
APPROVED BY
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
910334
TABULATED ABOVE
o00
-„ �T.4TE OF
• -IN
PINC.
JACOBSEN HOMES
I Tvorlc
sP[a11CA1,oNs AND oRAr,Ncs ARE
AM BY.
M.T.
DALE
2-$-99
REV. LETTER:n1ESE
mpr
P.O. BOX FLORIDAnWt
SAFETY HARBOR. ORI34695
ORIGINAL. PROPR,ETARY, AND CoN NTIAL
MATERIALS MAtERI LS AM PYRoviDED 1oITwE
DRAI4INC TI1LE:
NORM. SPACING TABLES
PHONE (727) 726-1138
RL:CPIEI T ,OR gOcm Pwnzs A,o ,AR7 pL
aPt camoornu mo SEMS moo onum
DRAMING NUMBER: AD-TO-0070
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE
SHOWING TIE -
YAK PER Au__w_m0 IML PER AD-W--WIo IALU nX AP-IU-unu Ikit nx AL-W-wro INU ruc AU-W-wiv iroLE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET ANCHOR WA
6 IN F�ROY
OF HOME (TYP
FIGURE 10.0
SEE FIGURE ZO FOR ALTERNATE TIE -DOWN WHOD
liuv16li 1V.J.
SEE FIGURE 50 FOR ALTERNATE TIE -DOWN METTR)D
OT S:
1. SEE AD-TD-0070 FOR SPAM TABLES.
2. SEE AD-1D-0070 FOR OUANITY OF LONGIMAL TIE -DOWN STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLOMW (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REQUREMENTS.
5. ZONE 2/EXPOSURE V.- 56' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V: 40' MAXIMUM HEIGiT
ZONE 3/E)P091RE V: 56' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 40' MAAMUM HOGIT
SEE NOTE 5 FOR
MAXNUI HEIGHT
N
NANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
-cS. T1uE1n c `-''l' 11' OI 9 /•
`10.1 lz , .
%!ZINC
.�
Q No. s
910334
-o•' STATE OF ' W
JACOBSEN HOMES
1FfSEsPfCl1CA7IO- AND DRAIGNCSATiE
oRILTNAL, PR( FOETARY. AND CONFIDEIITUIL
MATMALS OF JACOB" MANUFACRIPIM
"wr
P.O. BOX 368
HC. SUIM MATERIALS ARE PROVOED TO 7HE
SAFETY HARBOR, FLORIDA 34695
RECIPW FOR SPEOM PURPOSES AND MUST RE
PHONE (727) 726-1138
,OPf c@soE M AND SECRET FROM OTHERS
APPROVAL•.
APPROVED BY
cnDEPWXqOHowINC.
ccli4TF ibNMos""s1 Ims
IiAx is a -0k
M.T. I
DAZE. 3-1-99 RLv. LETTER:
FIGURES 10.0 AND 10.1
AD- TD-0071
50
i
ADDENDUM. �g�s
NORMAL TIE-DIOWN SPACI
ZONE II & III/EXP. C & DES 1�
i
LONGITUDINAL TIE -DOWN SPACING TABLE
0 1"
I
I
I .
MIN.
FLOOR
WIDTH
WIND ZONE I
HIND ZONE III
MIN. OTY.
Ell END OF
Ell SECTION
ANCHOR
ANGLE
UK a
UK DTY.
EA END OF
EA SECTION
ANCHOR
ANGLE
UK 0
15-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL Wk
HORN
ANCHOR WE
SPACING
DBL LEAD
LOAD
ANCHOR ANGLE
15'4
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
r�� I
10
I
I
M,N.
I -AND ZONE II
HIND ZONE III
FLOOR
WIDTH
MIN. OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
MIN. B
UK OTY.
EA END OF
EA. SECTION
ANCHOR
ANGLE
UK B
15-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
HIND ZONE III
SPACING
DOLIICAD
LOAD
TAN04DR ANGLE
SPACING
DBL HEAD LOAD
ANCHOR ANGLE
15-4'
6EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALLS.
, ,TTIIIrrrr
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
2 SEE TABAD-EO 0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
3.. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 184• FLOOR WIDTHS WITH 95 1/2'
I -BEAN SPACING, 96' MAMMUM SIDEWALL HEIGHT AND 6 MAUM SIDE
IOM
OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT). I
ENae f Dv Tit �,�,,�,�
`�`� ryQ',• G�STER • �! ���.
No. �o'••.• '-
'
; 910334-N
��e •;
•. •t:
-o • STATE ,� 44 ; .
'� ••• �+
''����`•• Q P' •\���`�
' . s►
DAPU1 APPROVAL µ� 0
APPROVED BY
(v ^.
INC.
mst aA+o tyeaAa
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI "'"Ill
THESE SPEanCATioNs AND DRAWNcs ARE
ERIONAL PROPRIETARY, AND CCr6TOENRAL
MATERIALS �
J+C�AJI
N YUrACTURIHC
INC SU6t YATMALS An PRONxo 10 THE
REanDN rat SPECK KRIV5E1, uo mu5t BE
AYPT'T;UnoENn4 AAo sEato rRou oTHERS
i
It BY:
M.T.
DATE:
2-8-99
REV. LETTER:
DRAWING 111LE:
NORM. SPACING TABLES
DRAWING NUMBER:
AO-TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD--WI2 TAKE I'R AD -ID -WIZ [Aft nX AL-[U-WI[ IAaL YU1 M- ILP-wi[ lnxz rrn nr1v u 1r —
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE Tff—DOVN WMD
s SEE NOTE 5 FOR
WAN HEIGHT
N
MGLE
SET ANCHOR HEAD
WANDZONE III
FIGURE 10.3
(110 MPH)
Or KNE (TIP.)
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN FfMD
20 PSF ROOF
10 PSF D.L
REF. CALCS. C t/l - G� 2 .
p
p "! 2 ` 4//�/
` 11�4111111111111/11
NOTES:
EN�p
�' U�•�G�STEg
FO�!
DAPU APPROVA
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES
Q No. ,
APPROVED BY
2. SEE AD—TD-0072 FOR QUAMTY OF LONGITUDIAL TIE —DOWN STRAPS REQUIRED.
910334
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REOUIREMENTS
dw•� -
N114
4. SEE FIAT ADDENDUM FOR ADDITIONAL REQUROAE:NTS
'C:
-Q� STATE01= �W=
•'.
INC.
5. ZONE 2/I:IPOSURE 56' MAXIMUM HEIGHT
ZONE V. 56' MAXIMUM HEIGHT
D 1 �Q'•\
o0�r<IAIp 11oRIRITI�lmllwq
ZONE 3/E7tPOSURE 'C': 56' MAMMUM HEIGHT.,�•
.. ...
• S •
ZONE 3/El0'OS11RE 0': 56 WOMUM HEIGHT
JAC O B S E N HOMES
NOTICE
MSE SPECIFICATIONS AND BRA CS ARE
Y: M.T.
DATE. 3-1-99
REV. LETTER
DRAWING TITLE:
FIGURES 10.2 AND •10.3
ORMAL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN LIANUFACM INC
P.O. sox 36e
„
INC. Sl" MATE30ALS ARE PROVIDED TO THE
DRAWING NUMBER
AD-TD-0073
SAFETY HARBOR, FLORIDA 34695
_ PHONE (727) 726-1138
RECRENT FUR SIIEL:1C RIMSES AND V= BE
PM CONMENTAL AND SECRET FROM MUM
ADDENDUM
1 -
��'�' W. 11
OFFSET UNIT TIE
-DOWN SPACI NG TABLES 11.1
ZONE II &
III/EXP. C & D �1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE In
_
FLOOR
MIL OTT.
mom
WK oTti
AxpM
WIDTH
Ell OF
A
EA. EID OF
ANGLE
I
SEC
EA. sicflON
L&L a
Ell sEc1ID1H
10l e
12'-0'
3
4r
3
st'
y"
1
13'-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE B
WIND ZONE IU
MOTTHH
OVERHANG EAVE
�'
ML LOAo��
ANaHOR ANGLE
SPA[AHC
�
ANCHOR ANGLE
12'-0'
12'
T-0'
31501
40'
a-00
31501
39•
13'—e
12'
5-0'
315011
41
4'-0'
3000#
40'
154
12'
5-0'
31501 j
43'
a-0'
30001
42'
LONGITUDINAL TIE —DOWN SPACING TABLE
1
MIN.
WIND ZONE II
WIND ZONE II
FLOOR
MR OTT.
ANCHOR
WL QTY.
ANCHOR
WIDTH
EA END OF
ANGLE
EA END OF
ANGLE
O� 1
EA. SECTIOII
WL 8
EA. SECTION
UK 9
12'-0'
4
45'
4
60'
13'4
3
45'
3
60'
154
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE M
WIDTH
OVERHANG
SPACMHG
IA!
ANCHOR ANGLE
SPAM
In
ANCHOR ANGLE
12W
12'
4'-0'
31501j
40'
S-0•
30001
38•
IS-4'
12'
4'-0'
3065#i
41'
3'-0'
30001
39'
15-4'
12'
4'4
30651,
43'
S-0'
W#
41'
NOTES: 6i - CAI.GS. C-sp- 1-6 Ol- 16 12-
ENGINEEERR A,"40191fet+e,, REF. CALCS.c-U- 17,G1 -
I. OFFSET SECTION M17H 1HE MARHBTEN AGE LK WALL EXTENDING BEYOND THE ENDWALL OF
v�•D�~O,+Tar
THE ADJACENT SECTON INIST HE TIED DOMN AT THE YARPoAGE LINE OfACCORDANCE
••�
4w ��.•`%'�i1F1 q�.�''y '�D BY
G�` C:���
WITH THE TABLES ABOVE RHE SHDEwALL SIDE AHD THE ADJACENT SEC110N(S) ARE TO
;
BE TIED DOWN HN ACCORDANCE WIN THE NaW& SPACMG TABLES (SEE AD-TD-ODIO
•
FOR 12'-T 3 13'-4' WDES, AND AD-7D-0070 FOR 15'-4' WDES�
' JUN
2. SEE 0-TD-0001 FOR ADDITIONAL REQUIRE)GITS.
�: C.
INC.
I
3. SEE AD-M-0081 FOR MANI I PER HEIGHT REOUIRM FOR THE LOADS TABIAIATE°
,� •J Q. �� I v
ABOVEomIMANUFACTUREDHOME
JACOBSEN HOMES
1m wEemmm CAt�O MA+�' +
eeeio�`�°`' .T. °A 6-8-04
RIM LE `
DRAWING TIRE:
OFFSET SPACING TABLESSAFETY
P,O, BOX 368
Olac M. PRWIIr MY, &W
W7Q°M OF mesa Al
W.W MAXI s ARE m
m
���• NUUBER
AD-TD-0080
HARBOR, FLORIDA 34695
PHONE (727) 726-1138
eFaW Ffft ISPIM PINiP06fS
I01 oo1:1oE> no SIM
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWNG TIE —DOWN SPACINGS
FIGURE 11.0
SIZ FiCDee 4.0 IN etMAN W-DOIIN MEL'8oD
TYP. CROSS SECTION(S)
SHOWING TIEDOVOIS
SEE WE5FOR
MA><MMF 11"
[TARES ON AD-M-M RILM APPLY
TO Im SGNOAM YIA U-INJE SECTIONS
OF K ONIT -SEE WE % M-M-OOEO.)
TIP. FLOOR SYM-7
I— mC11Qt mmm —! % r I-- AN o MQE
ANQE ANC �6�. C�� �G•� FIGURE 11.1
sm m U FOR ALTO ets tee-Do1� s>�
ri
TIP.
MM ANQE —4 R
1.
FIGURE 112 . oa
04 FOR MUM WMIN Ir=D
NOTES:en *�.;x ,A FADo 4'�s� DAPU1 APPROVAL
1. SEE AD-M-M FOR SPA(= TABLES (OFFSU SEC11ON ONLY) ^':% . '. � t E F I '' • 4'dam P PROVED BY
2. SEE AD-M-OM FOR oUANITY OF LOEK UDIAL TE-DON STRAPS REQURED. G' e
(OFFSET SECTION ONLY) o. 004 54 j U N
1 SEE OTHER MAILS FOR BLOOMG (PER) oUANIITY MID OTHER REQlMMOT5.
4. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS. •
4- OF��. I •
5 ZONE 2/E7QaSlIRE V: 48' MA1alUY TETCHY " 9 P • .
UNITS r
ERAL NUFACTURED HOME
ZONE 2/EXPO511RE V: 40• MA)MM HE)GHT-36' FOR 12'-0* WIDE .••.;CC iRUC110NAND SAFffYSTANDARDS
ZONE 3/bQ'O611RE C: 41r MAMLIM HEIGHT a.•�%S� `.....•• r\��,
ZOFF J IRE V. 40' MA)OMUM HEIGHT
NOTI 't ,� : ARA" : M.T. DArE 6_8-04 KY. LETTER
JACOBSEN HOMES Tm s�aFlCAmm AM �►, MtE
wx , PRQ'mARY, Am CONFMU& DRAWA TIRE
P.O. eox 368 HAIMALS OF JAcaesEtl MANUFACTLIRM FIG. 11.0, 11.1 & 11.2
PIC 30 MANRLMS ARE PROMOED TO THE
SAFETY HARBOR, FLORIDA 34695 AEPIPE)IT FOR SPEMIC FIRPM AID MAT K DRAYN 00 NUMBER:
PHONE (727) 726-1138 Wt ER"AL MD S OCRU FIN ORM ID- T0-0081
54
ADDENDUM
NOTES:
1. SEE AO-TD-0080 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-DOW FOR OLIMITY OF LONdTUDIAL TIE-DOTIN PRAM REWIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS.
4. SEE AD-TD-DOOI FOR ADDITIONAL REOUIRENENTS.
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOYANG TIE -DOWN SPACINGS
FIGURE 12.0
I
SEE FIGURES 11.1 AND 11.2 FOR
910334•
y � mea •'
STATE OF i
��E c�9cc>, 3'�. •
�- sd- I E •Gi - 16: ��.
-SECTION
PIA APPROVAL'
...rid ` ,;a: P.,•�i�a G a
:1
b � �.a ♦ I I '� ✓.
.•
iTnl!i,Tl�i•a H:��G SNi•E! T Sim :'��;.ii�.J
NOTICE: DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES
THESE SPEC1i1CAD0N5 AND oRAtIINDS ARE R.R. 5-9-01
ORKIWAL I)MITARY. AND COFWOdnk DRAWING TITLE:
P.O. BOX 368 u' R1AL5 Qr NCOB51]I YANUFACTURWG FIG. 12.0
SAFETY HARBOR. FLORIDA 34695 O4. SUCA NA1EMAl5 ARE PROIAKO TO THE
WRDOI
PHONE (727) 726-1138 *PTT CCONFI1D!AInL NOSEME15FIM ONIM DRAIMNG NUMBER: AD—TD-0082
55
ADDENDUM
vGA�tS
SPA ING 101
108" HIGH SIDEWALL TIE -DOWN TABLES r3 &
1�
ZONE II & HI/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
c (+�
MIN.
WIND ZONE N
WIND ZONE N
FLOOR
W.OTT:
man
W.OTX
Alvan
Y
WIDTH
EN OF
ANDIE
FA OF
AK
sEcnai
� e
EA, sI:CR011
SEC
MN. e
O�
26'-8'
3
42'
3
53'
36-8'
3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE M
SPAM
DOL LDA�
AN01OR ANIiE
SPAIW
1
O8L HEAD
AIRM ANOIF
WIDTH
OVERHANG WE
26'-8'
6'
6'-8'
31501
40 -50•
54
31501
40'-50•
30'-8'
6'
1 6'-8'
31501
40'-50'
5-4'
31501
40 -50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
MIN..
WIND ZONE A
WIND ZONE M
rSEOCCIM
AN01DIt
AN.
EA. ETD ff
k E
AN01Qt
ANGLE
FLOOROTT
WIDTH
MIL
SECTIDII
Wl e
a
EA
26'-8'
4
41'
4
57
30'-8'
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAIL
IMNO ZONE A
WIND ZONE Ell
SP'�
LOB
mom AmE
SPAOTIG
tOA
ANWR AWE
WID1�H
OVERHANG
26'-8'
6'
5-4'
31501
40'-50'
4'-O'
31501
40'-45•
30'-8' 1
6' 1
5-4' 1
31501
40'-50'
4'-0'
31501
40-45'
w1P1DZOK HI
(110 MPH)
20 PSF ROOF
10 PSF O.L
REF. CALM C i� - l�j .G l — l� r 2 3
IL' i
DAPIA APPROVAL:
NOTES:EM
C1FICq: j, :
APPROVED BY
1. SEE PULL ADDETM FOR ADDITIONAL REDUIREl1ENTT
a
Nm 0045484 y
2 SEE AD-M-M FOR MAlG1f N PIER WOO MQ IRED FOR THE LOADS
TAEIULATED AB01E.
.t
•
INC.
•.,;ORtO,.••. ;:�'
,r�`1sTFREDE�G�►�
FEDERAL MANUFACTURED HOME
CQNSTRUCIIONAND
eS,AFEPfSSTANDAR0
JUL r I .W4
JACOBSEN HOMES
NOT1C
n+ESE sPr9>Flcnnolls AID oaAras NE
DRAM O
M.r.
DATE
a�-2o-04
REV. LETTER:
DRAIING TIRE-
108'.HIGH SIDEWALL SPACING TABLES
P.O. BOX 368
0"m PRa-FETA" AID mFOON .
WEmNs W aloOesE>t UNWACPJM
pC SM MAMIA,! NE PRMV 10 1 E
DRAMNG MUM
AD-TD—OW3
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
A67M Fat 9'M FIII'M NO W9 E
PVT cffflmmx No sm6t nm OHM
56
ADDENDUM
TIE -DO iWN SYSTEM
Fni7TOT](S-11T 2 312NA IT1f 1IIIIIIIIN
TYPICAL CROSS SECTION II
SHOWNG TIEDOWNs Tvp•Rm
MDR ANIiE
SET MOM HEM
FM I-W-M TIME nx AD-ID-m TIME
FIGURE 10.0
TV
FIGURE 10.1
AMm ma
cKcs G 5�
�t•aAlltttts
SEE NOTE a FUt
4 11101ILIL1 HUNT
VANWORE IY
(110 MPH)
20 PSF ROOF
10 PSF O.L
NOTMe
• '
DAM APPROVAL:
1. SEE AD-1D-M FM SPACING TAFIES.
1G�P�1 F .
APPROVED BY
2 SEE AD-TD-W Fit OUAMTY OF LONGIVOIK TE-DOYN STRAPS REWMM
�
1 SEE OTHER DETAILS FOR FLOCJat1G (PER) QUANTITY No OTHER WOLIF ANTS.
! �
4. SEE RILL ADDEJHD IM FOR ADDITIONAL REQHAREYETHTS.
'C:
; Q
•�
S ZONE 2/0WOSLIRE W YANI" HEIGHT
ZONE 2/bIPOM b•: 2r YAIOMUM HEIGHT
.� R i j
�., A ? Q' 1
F� '•• •
INC.
ZONE 3/E)�IRE W. 38• YAIOYW HEIGHT
ZONE 3/E�06URF W. 32• YAMMUM HEIGHT
V.'
i �OFi1a,• oo
��'••••••'. >
aT" �• ��
� �NN`�°
FEDERAL MANUFACTURED HOME
CONSTRLICTIONANDSAFEIYSTANDAI.iUS
6. ALL SPECIPIGAIM AK BASED ON 2Hr ROOF ANGLE MAX-•,�
D
E t 2904
JAC OBS EN HOMES
1lF3E SPE�ICJNIHO TICS: DItAtlli3 AkE
VAIN ew � `: M.T.
DAM-
REV.REV. t�Ett
DRAMNG MEd/'.
FIGURES 10.0 AND 10.1
OIOOMAL PRTARY, AND o01i10E11UAl
w1E11A15 aF YAM�ACIItttTC
P.O. Box 36e
SAFETY HARBOR. FLOMDA 34695
Nc S C H IdAM HS ARE PHl AM 10 1E
AMPl ]OT FOR WM FV1FM NO MW K
DRAIMHG FiVfl ER
PHONE (727) 726-11M
an ememmi NO 9?m FEM oAEu
AD- -0084
57
ADDENDUM �oR�
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE II & III/EXP.. C do D
LONGITUDINAL TIE —DOWN SPACING TABLE
t E+'
MIN.
WIND tK 1
IHND LONE II
v
FLOOR •
Yx arr.
mm
Yar, on
Ar+m
WIDTH
fX oo OF
- MF
EA Dv o'
R1aE
EIL IM
Yl>L 9
EA. SECIIOt
YW. B
23'-4'
2
58'
3
43'
24'-O'
2
62'
3
45'
VERTICAL- TIE —DOWN FRAME -TIE —DOWN SPACING -TABLE
AdN.
MAX
_ 1MND ZONE 1
WIND ZONE 19 .
SPAONC
DBL IEAD
Loa
AtIDipR A►RIE
SPAOlC
m NA
toa
AllalOit ANQE
FLOOR
WI01H
EJIVE
OVERHANG .
6'-8'
3150j
49'
S'-4'
31501
45'
24'-0'
6'
6'4' .
3150
49'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
t �
611N.
WIND ZONE !
lNlm ZONE IA
FLOOR
Yol Orr.
Alrwort
ton OnC
AFR}ipt
WWIDTHDoOF
E0.
AtIf1F
EA. E)0 a
AM
^
EA. SECTION
YN. Q
EA SECII01
YYL 0
13'-4'
3
48'
4
43'
24'-O'
3
50'
4
.45'
��\v\
VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
1UN.
MAX
1Nfe) tK 1
WIND ZONE IA
�Aatc
0- t�
ANQIOR ANQE
�AD111:
0e.. IE�iO
MO ANQE
FLOOR
EAVE
WIDTH
OVERHANG
Loan
tan
S'-4'
31501.
47'
4'41
31
43'
31501
47'
4'-0'
3150
4J'
' 108' MAX 9DE•wALL HEIGHT WINOZONE II/tlt
(110 MPH)
ZO PSF ROOF
10 PSF D.L.
uLa
NOTES.
DAM APPROVAL:
�01' �-fjr'�
✓ •
APPROVED BY
1. SEF FLIIL ADDEYWUY FOR AOOITtONAI REW6�)E![t5.h�
•
2. SEE AD-TO-OOB6 FOR YAIIIWMI PIER HEIt�iTs REOUTAFD FOR THE LO a
= • Y
��• •I
58
TYPICAL SIDE ELEVAION .
SHOWING BE —DOWN SPACINGS.
ADDENDUM
TIE -DOWN SYSTEM
a
24•1 TE-M SPAM � tE-o0dli iACM , I VE-M lPAM . � TIE-M PACING
MAX PE3.AD-D-0010 TA&Z PEA AD-D-0010 UHF AD-D-0010 UKE PEA AD -TO-= TAKE
FIGURE 10.0'
TYPICAL CROSS SECTION I
SHOWING TTEOOWNS TIP. That Smm i To. am
/ I
M MAIL
i i lam i •
A 0
i i i\
ANm) mu DR APPR a susu EN ' q
AtrOg1 HEAD IISIALEED Tom MM 9MFT WRIC 1 IIANDZONE II/m
SET
110 MPH)
Cr ,,V; FIGURE 10.1 20 PSF IlW
10 PSF D.L.
REF. CALCS
N TES
1. SEE AO-10-0065 FOR SPACM TABLES
Ery. � •� � 1 /�i,
�•'� �lf1�ijj:•��r ��.+
OAP1A A1'PIIOVA4•
APPROVED BY
L SEE A0-1TT•-OOBS FOR UJAMT7 OF LWOTWAL K-DONN STRAPS REOUI€D.1
; (��'• f ' ,','s
ON
3. SEE OTHER DETAILS FOR BL001i1G (PER) QUANTITY AND OnG RECWREMENTS. .,
4. SEE FULL AMMIM FOR ADDOIONAL REOUIREMEIIIS
Ii]. �'�+ 4
p
Dec 13,2006
S ZOHE 2/E)0'OAII -T- 44- MAIOWM HEIGHT
T. MATOMW HEIGHT
i
11D.6 a
INC.
ZONE 2/EIPOSLitE 2r
'C':.44'
1
noMt
ZONE 3/ET�OSIRiE 41AUM HEIGHT
ZONE 3 T- ]S� MAAMlM 1i1G11T
V.
•
+n
'p �.� �`, �P • �!V ;
rft�ewM r. ArnrKo
CawsrwICFWN Ara SAFEW STANOMS
6. ALL SPED FICATI0H5 ARE BASER ON 20' ROOF ANQE MAX AND
SIDEWALL REDIL
103 MAX
°' CC • L��I,Gi� C{� 4'
+,� ��!'j -••••• •• Gr ♦tip
JACOBSEN HOMES
NOT'1C1; i/i.
wo rwmvm m AK
I foT
R.R.
DAZE
t1-2s-o6
REV. LEVER:
OUGHAL PAGPRE1M. AID OPfZN1UL
MAWLILS OF ACOM MLNWX IWM
0RAIANG AILS:
FIGURES 10.0 AND 10.1
\;
P.D. box 360
w- &" W►tatAis AK "ago 10 K
SAFETY HARLTOIT, FLORIDA 34693
PHONE (727) 726-1138
MMMF RX VWFC FJM513 AND NOT K
R1r cwmvAL n0 2W MON Q*M
DRAIM M1M8ER:
AD-TD-0086
m m
59
ADDENDUM
(108 PIDEWALL) �i��,
NORMAL TIE -DOWN SPAdINC TABLES PP '�.`�. ,�,�0�31
ZONE Il & III/EXP. d & D �Aa'
LONGITUDINAL TIE -DOWN SPACING TABLE
OND Z K
WW ZONE M
o
CO
t
o O
Ekiro►1
s
�� V
O
OTHEk
OVTM
a
6Mi 0
12`-0`
2
53'
3
40'
13 -4`
3
3T
3
46
3
46'
4
40'
VERTIOAL TIE -DOWN / FRAME TIE -DOWN PPACINO TABLE
VIN.
VAx
WND ZONE 0
D ZONE AI
SPA*
VAX w EI
Am out
SPADIIG
f� m
HwT
AtIa1RR ,�•
FLOOR
j
DVETif1ANG
12'-0"
6' EACI1 SIDE
5'-4'
72"
35' TO 40'
S-4'
0
45,
13'-4'
a EACH SIDE
1 5'-4'
80`
35' TO 4T
54
42'
45
154
6` EACH SIDE
I T-4'
80`
40'
5-4'
48'
1 45'
LOWITUDINAL TIE- DOWN IPACING TABLE
�hN.
zoHE if
ft ZONE III
OTr,
E� IO
.
ro
On
Ek SECRON
FLOOR
IDm
40�
Ipt 0
12'-0'
3
44'
4
4D'
13'-4"
3
52'
4
45'
4
44'
4
56'
VERTICAL TIE —DOWN / FRAME TIE -DOWN OPACINO TABLE
VA
O ZONE d
00 zONE m
SPA*
VAX
Ak1 a AhGff
SaA*
4�1m
A M Mao
FLOOR
�IDTH
SAVE
OVERHANG
12'-0'
6 EACH SCE
4'-0'
72`
37'
4'-0'
34"
40' TO 45'
13'-4'
6 EACH SIDE
4'-0'
72`
40,
4'-0'
3r
40' TO 45'
15-4"
6" EACH SDE
4'-0'
80'
1 40'
4'4'
42'
40' 10 45'
NOTE: WHEN ANCHOR ANGLE FRONT VERTICAL CANNOT BE �
ACHIEVED. ADD APPROVED STABILIZER PLATE. � e;: Y J
(SEE NOTE ly5 FOR HOMES SET IN FLORIDA
NQ �•
EN .i ILL: C.L1 � •� a
; -1 =,� ';�*
-
OAWA APPROVAL
APPROVED
APPROVED BY
ADDITIONAL RE 1S
1. SEE FLlL AOODoV ON WREVEf
�� �• y..
_�•
'•
2 TABlE BASED DN A7JOW *WXG LOAD OF 41501 AND DIAGONAL RE TO
o1�TE BEAM
e j :, v + >'� ••
—�
TrTar 25,2008
INC.
I VAX, EAVE OVERHANG REFERS TO OVERHANG AT SIDE*Ali NOT FRONT OR REAR
7 � � u
y y`
FEDERAL KANUFACTURED HOME
CORSTRUCTIONARD SAFETY STANDARDS
4. TABLES APPLY TO me 160'• AND TV FLOOR fjIDTHS iN 95 1�I'
IME SPAOK IW VAIQVIL) SOEWALL HLT AND 6' 1 111i SIDE
•,1 5� r r y
,,, '• •i. - v
�'••;`iOpli
OVERHANG (6' OVERHANG Ii1Au EACH 90E OF Din
oo.�
"•
5. STABLIIER PLATES ARE REOOIRED ON SIDE*ALi ANCHORS AND LONI7TIAINAL
ANC M SET IN FLORIDA. SEE DVV RULE 15C, EFFECTIVE ♦MARCH 2% 1999.
o1 d''� i,' <<
.,' RED
JACOBSEN HOhtE,�
NOndEt
UM SKCFOmkS 40 DOA ARt
�1k PrroFin[[ARX rk
,saw ut
D•ld.T.
RATE:
12-11�-07
REV. LETTEFC
DRAW DAE
P.O. BOX 360
IJATE�ALS�Of H AX!AcTt#*G
AR[ ME
NOftl�. SPACING TABLES
® SAFETY HARBC , FLORIDA95
PHONE (727)
sua AXW S D w
+M AIP g �+W �
G AD- TO-0087
IOU
AD:
SHEARwALL TIE -DO
/PIER REQUIREMENTS
EPI: SA Loam a. S/Y u mm ar. S/W UD+C'M tir. 3/1 tmrrri
Ctr1K ROT K ULMG NAY IC
rut a SAP4
- I '
Too PER SBEARWALLS
(Aft STiu 00)
DC-00" POPWO
i m pa 1g1EnRW&S 1
i (Alt RTUA11 Q
W-400"m Room __j
".;m Now I %a Now I
NOTE 1 Sfi NOTE 1�`
MATE
S ES 2 Alb 3. Q I
A
SEEOSES N2 AND 3. A
t a RtOb
Pa FWD I
rCR K3V
m Rmb
THS LOCAral
Tf93 IDCATION
'"s WCAIWK
T1sS LOCArai
FIGURE 8, 0 !
FIGURE 8.1
THE DETAIL ADOVE IS SHOWN WITH A TWO PIER SHEARiWALL CONFIGURATION, HOWEYER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
RYWN
r rR WourEn 10 T:cse Kum TIE -MO raw rar ar Laurtn 19 �• PPROVED BY
01020 Mpws 1a W RACED r>3r M WWAl : LOAD oT sits/ nso 0mal LOAo I •;.:J, <:y
(NE 00-f0 = EtD-0X9AL NOTL,I Fna WM ar orouFo u�e FB 10 2000
Z MSIATL A MAT Cia DO aF M 2VAftlU Jotils ro DC AmW xTjuUl Q Nc. :.
IM KWW D AT (001 00 O0 -USIS RECARc� M cr'W-ovm, sWw kLqu s+e+ II � 910934 t * � INC.
3. WO WJftNl I5 LCCATtD A "C A MW MC W M KOIT 00IS-MUM 116 W-'-W : ERALMANUFACTUREDHOME
SC -POW 3PWS ON #WU ARE R(MMO (ALL WA NQ CWICLP OCo All iI71E5 ;
AM ALLKWQW S :� �% STATF �: �`d C NSTRUC11ONAND SAFETY STANDARDS
JACO BSEN HOME S w�(>lrto.iu� � ��� R.R. 02-01-00 >E�
ORla+4.Alm •.
YAWM41; t! YKt707D� R411
P.P- eox Jaa r+c E4GI W�Af! AR(eeo�am"` o° 5/w T1E/PIER REQ.
S�FET7 NAReoR. FLQRIOA �16BS an�orTka9ascR OM*A Wdle DRAWK, HLWtX'..
PNOM (W) 120-1138 Wr OCK0. ;AI &V a dti"crags • AD—TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE —SECTION TIE —DOWNS /
COLNG MAY BE FLAT OR SLOPED
END VIEW
350 PIF MAX/.UM SHEARWALL
DES'GY VALUE (PER WALL)
- 1 1/4' X .035' TF .-CVM STRAP
COKTINUCJS ARCJXD MSTS.
DE VIEW
X .OV TIE -DOWN STRAP
UOUS ARN M MSTS.
"-
No S: 211(p
E�Gf� AP�IROVAL • :? •�/L �.
DAPIA APPROVAL:
1. ow" ANa40R5 io BE RATED roR AN UITMATE LOAD OF 47251 (3150 DESC14 LOAD)
1 ':
APPROVED B� .�
(SEE AD-ID-O:D1 [lO-cxHERAL NOTES) FOR 14DTES oN tsloulo ANo4oa INSTALL
.-
2. INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
ON
3. *EN SIEARaALL 15 LOCATED ABOVE A SOUR IEADER MILL fENNT CROSS-LIEWSH.) No
TE'M"' STRAPS. OR PIERS ARE REQUIRED (ALL SHEARWALL CONFICURATIONS, ALL ZONES
AND ALL EJPOSURES).
r
^ •��,
I
4. TIE-DOYN STRAP REQUIRED AT EACH END Of JOISTS, ALLDB: AM CONFIGURATIONS.
i i. ' ��
•.:... • "
R7EtAL Y4+LiI(:.'eg .rLr ' ��•
OWN FLAT TCATHEDRAL11 BE �THY
6.
�' r :�`� \\\
'���u/i/r11j1t4
coclu:•c�.K sup.:=wx.n
E SHIN DElNL•ABOVE,HOWEVER,AY
FULL TOTHSHOWN ARE LENGTH
`11 �A�A���\\
OR CONFIGURATION SHEARWALL MAY BE USED.
NOTICE: DRAW BY: DATE: REV. LETTER:
JACOBSEN HOMES >EaF><AnDNS &40 DRAWNOS ARE R•R 2-6-96
� �
`F UMNAL, PRW46RETART, RD CDrFIDLMTAL DRAVANG TITLE:
MATER,ALS OF JACSEN ILANUFACTURIC
SUCH MUMALS ARE PROV W_ S'� TIE DBL. S W CONFIG. TIE -DOWN
P.O. BOX 36B To
SAFETY HARBOR, FLORIDA 34695 tECP1DIT FOR SUM K"aU A40 "T EE DRAN:\G NUMBER: AD-TO-0110
PHONE (813) 726-1138 KEPT mmu.NTUL"mmuInd/ 00S.
62
SHOWN IS A TRIPLE WIDE RAFTER,
ALSO APPLICABLE TO STANDARD
DOUBLE WIDE TRUSSES.
CEILING MAY BE FLAT OR SLOPED I
i
I
i
END VIEW
I
�--1 1/4• x .035' TIE -DOWN STRAP
PPIR
D'D LAGS TO CHASSIS PDT K01),_ CONTINUOUS AROUND JOISTS.
ATION PER OTHER DETAILS THIS LOCATION
i
i
SIDE VIEW i SIDE VIEW
NOTE:
(MARRIAGE WALL APPLICATION) (SIDE:WALL APPLICATION) ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
350 PUF MAXIMUM SHEARWALL 350 PLF MAXIMUM SHEARWALL INSTALLED, (1 EACH SIDE ADJACENT
DESIGN VALUE (PER WALL) DESIGN VALUE (PER WALL) TO SHEARWALL LOCATION)
I
�— 1 1/4' X .035' TIE -DOWN STRAP 1 1/4' X .035' TIE -DOWN STRAP
36' MIN. CONTINUOUS AROUND JOISTS. _ CONTINUOUS AROUND JOISTS.
/\y fir. \
TO
NOTES:
ENGINEER APPROVAL
-
DAPIA APPROVAL
1. GSOLM ANDHORS To K RATED FOR AN ULTIMATE LOAD OF 47251 [3I5OjDESIGN LOAD]
(SEE AD-TD-0001 [TD-aNERAL NOTES] FOR NOTES ON GRHXHND ANCHORIIN5TA1LlTION.)
2. INSTALL A PER AT EACH ETD OF THE SHFARWALL JOISTS (PER THE ABOVE DETAILS).
pp
APPROVED BY
3. WHEN FiARWALL IS LOCATED ABOVE A SCUD HEADER (FULL HOCHT CROSS-MEMEIER) NO
TIE -DOWN STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES
AND ALL L1?oA1REs1
4. TIE -DOWN STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
—
//
)Ohn C. Doeden, F.E.
1
R
ON
5. CEILING S?HOVW CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
15133 G. R. 22
6. FULL WIDTH SiEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER,.ANY LENGTH
OR COr:FIGU`iATION SiEARWALL MAY BE USED.
Goshen, IN 46526
oa�sCMjnm rowuNucnmm .rm ..rn
7. THIS DETA'L MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS,
JACOBSEN HOMES !
NOTICE:
THESE sPEancATIONS AND DRAWINGS ARE
OM 'MAL, PROPRIETARY, AND C(NFi00+11AL
MATERIALS OF JACOBSEN MAHUfACAIWNG
DRAWN BY:
R.R.
DATE:
4-09-96
REV. LETTER:
/(�\
DRAWING E:
P.O. BOX 368
+NC. Sua MATERIus ARE PROMM TO THE
S/W CONFIG. TIE -DOWN
SAFETY HARBOR, FLORIDA 34695
PHONE (813) LORID 3
REOPD+T FOR SPECFIC RI msEs AND MusT BE
IVT MWEENTIAL AND SEatET FRO+ Ono&
DRAWING NUMBER:
AD-TD-Ol l l
63
PORCH ANCHORING
DOUBLE HEADED 3,1',
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
��~ `�
• _
VANDZONE III
EXPOSURE C
(110 MPH)
'
20 PSF ROOF
10 PSF D.L
cALcs.�! =
C ;vA — 109,01 —
i AP�RQVAL.
OAPIA APPROVAL'
PPROVED BY
7.
I via
EDERAL MANUFACTURED HOME
NSTRUCTKIN AND SAFETY STANDARDS
r0 i t
NOTICE. DRAWN BY: DATE: REV. LETTER:
JACO BSEN HOMES THESE SPECFXAM6 AND ORAVAKS ARE M.T. 12-13-03
ORIGINAL PROPRIETARY, ANDCONI'MITIAL DRAWNG TITLE:
MATERIALS OF JAOOBSDI MANIFACRMW PORCH ANCHORING
P.O. BOX 36B w[ SuCH MATERALS ARE PRDVM 10 THE
SAFETY HARBOR, FLORIDA 34695 RFOPDIT MR SPEOFX "HO AND IMT BE DRAWING NUMBER:
PHONE (727) 726-1138 KEPT OwIMET M Me CEO' rROM OT1[RS AD—TD-0112
64
DENDUM
ALTERNATE VERTICaL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(31508 WORKING LOAD)
r
d
S
K
3
!O N
F VERTICAL TIE -DOWN c
TYPE 1, FINISH B. w
OJT
GRADE 1 STEEL STRAPPING
lt,'`• 1 1/,4' WIDE h 0.035' �
�JF IN THICKNESS, CERTIFIED BY La
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91,
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP
�-
I I I I I " I I I —I I I RADIUS CUP MUST BE INSTALLED ON
I- Ed I I -I I E ALL TIE -DOWN ANCHOR BRACKETS.
—III III III -I I (INSTALLER TO FABRICATE RADIUS CUP
ANCHORING EQUIPMENT ! _ BY PLACING A STRAIGHT 3' LENGTH OF
CAPABLE OF RESISTING III -I III —III — MATERIAL
1/4' X 0.035' TIE -DOWN STRAP
THE REQUIREDWORKING LAD THE
AL IN ANCHOR SLOT AND BENDING
TIE -DOWN SPACING III I I El I TO FORM THE CONFIGURATION SHOWN.)
TABLES (SEE OTHER I II I I —III— RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS I I —III ; .III -I I INSTALL THE IN THE RACKETOWN T P� THROUGH
RADIUS CUP.
FOR ANCHOR ANGLE. _
' ``WllttnuUrrrrrr�
C. Doe
OVANO O'• 'i DANA APPROVAL•
NOTES: I - gbNEe• ENE870357 PROVED BY
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL i FRAME
TIE -DOWN STRAPS AND ANCHORING EOUIPMENT SUPPL _ rQll
BY AND INSTALLED BY OTHERS- ON SITE. T'AlF/ r .AJN 1 5
19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O ••. /VW4
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- �'.�'` J A . T ♦ ��� ___ INC
ATION.!P`s70i1A1 �'��
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ''''rrrrrrl� It%%%%%'`�� r� lmAw$v TRro=
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANGIDR BRAT AND TIE -DOWN
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DIES ARE CFRTM BY OTHERS
NOTICE: DRANK BY" C.L.Y. DATE 5-31-95 REV. LETTER:
JACOBSEN HOMES IKSE SK�NC TM AWAMAM
An
MHAL PROPI 7WY. AMO COr61oDITYL DRAWING TITLE:
P.O. BOX 368 YA1ERALS OF JACOM MANINAC IPoNG ALT. TIE -DOWN APPL. f1
lNC Ra YAIERULS AK PROVW TO rdE
SAFETY HARBOR. FLORIDA 34695 RECPtNr ►OR SPECTX FlFP M AID Y15T BE DRAYANG NUMBER
PHONE (813) 726-1138 W7 COMDENTML NO SEM "M ORERS AD-TO-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, -
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
to
qqgi,
ep/`p IF NEEDED, USE VERTICAL
'�Sy TIE -DOWN TYPE 1, FINISH B.
Gte.41` GRADE 1 STEEL STRAPPING
l�J f IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD
0 SPECIFICATION D3953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
I III - I-� I I I
1(-
ANCHORING EOUIPMENT —III III -III -I i
CAPABLE OF RESISTINGTHE WORKING LOAD
REQUIRED ON THE
—III -I I
TIE -DOWN SPACING _
TABLES (SEE OTHER( -
DETAILS FOR TABLES)
SEE OTHER DETAILS I I -III -III
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
```�1111111111!FJJJA/''/
S T11
�G E,7 l
Q tv0.
910334 -
STATE C:�
❑ JACOBSEN HOMES THESE SPEOT1C :S o A� , -
f—R—I® ORIONAI. PROPMETART, AND COINiDEHTNL DRAM1NC TITLE:
IIJJLLJJ P.O. BOX 368 YATDUAS OF JACOBSEN YNNFACTMNC
❑�® INC. SJCH uATERIAIS ARE PRONOM TO THE
SAFETY HARBOR, FLORIDA 34695 REWOTT FOR SPECroC PuRPM AFO wSl BE DRRWING NUuB
❑ PHONE (813) 726-1133 PUT COWFIDETJP,AL AND SE= TROY oTmM
R.R.
DAPIA APPROVAL
APPROVED BY
I ""*a" N14REVISED
INC.
F�ENAL YANtiACTWED wE
friFTRUCTKIN AND SAFETY STANDAgOi
DATE- REV. LETTER:
]O-OS-9G A
ALT. TIE -DOWN APPL.
AD-TD-0210
66
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
=—Trf— — I T I ---Frl —'
35 ANGLE I -III -I
=III II�-
ANDIDRS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MLR-TI-WIDE
ATTACHED
ANCHORS
...unnuu,..
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WADE k 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
S TE ' �UF �'�•�
ENt8703571.'•
DAPIA APPROVAL•
AFF :.. ';`ED BY A,,,r
:-NIil .IIJN 1 5
rtnTRKwKs,aw®wE INC
L061RJCTDI A,O SNiTT iApYn
JACOBSEN HOMES
P.O. P.O. BOX 368
NOTICE "
Kw 1>1�se SPEOnCATMS AND o1uMRts ARE
CROINAL. PRWWART. AND CCNFTO01TK
MAMU S OF JACO95EM MANUFACT"e Me
1)RAwN BT:
. C.L.Y.
DATE
5-31-95
REV. LETTER
H
DRAWING TITLE-
COL. TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695
R1cp1 Tom 9 = q� me um
DRAWING NUMBER
PHONE
PHONE (013) 726-1138
PVT Ca Wnk ko sEmn nm o4ERi
s$
ADIDENDUM
COLUMN TIE-11DOWN APPLICATION
FLOOR
i
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / WN.
101
MARRIAGE LINE OF MULTI-'MDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4• WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
i
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHIO,R„ (3150#)
NOTES: ENO R ..,. FQ 'i� DAF
1. ALL ANCHORING EQUIPMENT SUPPLIED �: •Q�' N0. FO ? P
BY AND INSTALLED BY OTHERS- ON SITE. NE87
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION. i _
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ��Q•'., 6 ¢ �,���
WHERE THE ANCHORING SYSTEM REQUIRES THE IUSE '%'�F'••!�OI \�.`� P`
OF EXTERNAL STRAPS OR CABLES. I�i� 1Ss+ •••• y� ��`
ROVED BYE
JUN 1 5 t%
�ONAI
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE
TKg 5KWr_A,0fS MM ORANNCS ARE
0"AL PROPRIETARY. AMD CdtEMTX
MATERIALSOr 4AC08IN UAVRAC71"G
NG &a MAImu ARE FRONDED TO 11[
KCP01T rCR 9KCt1C Fins NO WST BE
IaPT CaroO im no moo TRCII nom
BY: DATE:
C.L.Y. 5-25-95
REV. LETTER
DRAMWG 11T1E:
COL TIE -DOWN APPL.
DRAWING NUMBER
AD-TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 1 MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
AMON.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES. .
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4- WADE k 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WATH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
F
i�
ATTACHED TO A
ANCHOR (4000#)
..ululuu,..
�:;9` No.
- FN`870'41;71
�rssl/% AI A 1
ROVED BYE,
V1M INC
nmftmwucl mm*
cmw vI#m rm5v"m
JACOBSEN HOMES r1ND DRAWINGS ARE 1 e C.L.Y. G
iFESE SPECi1CATE' 5-25-95 REv LETTER:
J111ONS N5 AND
OF40M PROPRIETARY, AND CONIIDOITIAL DRAWING nnF COL. TIE —DOWN APPL.
PoAIS OF JACOBSEN MANUFACTURING
P.O. BOX 368 MAIENC. SIM MATERIALS ARE PRONGED TO TIC
SAFETY PHONE (811R3) FLORIDA118 695 WT T °" � � DRAWING NweER AD—TO-0253
70
ADDENDUM
1
184" WIDE COLUMN TIE -DOWN APPLICATION
'A' COLUMN 'B'
%COLUMN
ISEE !TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR-
r
i
'C' COLUMN '0'�
�COLUMN
APPROVED BY
ISEE
TABLE FOR MAbNUM SPAN FOR COLUMNS 'G OR b
SEE TABLE FOR SPAN COL. 'E SEE TABLE FOR MAX SPAN FOR COL '
INC.
FED L MANUFACTURED HOLIE
RUCTION AND SAFETY STA`1OAQ.103
MAR U 3 I
COLUMN 'E' COLUMN 'f COLUMN
ISEE TABLE FOR MAWN SPAN FOR COLUMN
r
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REO'D
AD-ID-0251.
COLUMNS 'A', V, V OR Vj
COLUMNS OR 'G
COLUMN V(SEE
AD-TD-M2 AND
AD-7D-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
OP. 'G
EXP. '0'
EXP. VEXP.V
EXP. 'G I
EXP. V
OF. V
EXP. V
E W. 'G
FJP. V
Ew. V
Ems. V
2 - 31501 ANCHORS
3-1-4'
25'-6'
29'-4'
26- 4'
37'-4'
25'-6*
29'-4'
20'-4*
37'-4'
25'-6'
29'-4'
20'-4'
1 - 31501 ANCHOR
18'-6'
12!-10'
14-7'
10,'-3'
18'-6'
12'-10•
14•-i
10'-3'
18•-6'
12•-10
14•-7'
10•-3'
1 - 400DI ANCHOR
23'-6'
16'-4'
ill'-7'
13'-0'
23'-B'
16'-4'
18'-7'
T 13'-O'
23-8
16'-4'
18'-7'
13'-0'
Rff. CALCS
'�.,
p 3 1 yy
DAPIA M'ROVWRSIF
NOTES:
'��
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
;'Q`� NO. R� •'•
AppROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
1 910334
2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
cc-
OF
-o STATE :
II VC:
INC
NOTICE:
DRA r' M T DATE 2-9-99 REV. LETTER
J AC O B S E N HOMES
;1 SE sKaIUATanS AHD DRAWNS APE
ORIGINAL. PRDTKTARY, AND CONrmmK
MATERIALS OF JACOBSEN MAMFACIURNG
DRAWING TITLE.
184" WIDE COL. TIE —DOWN APPL.
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
NC. SUCH MATEFIRS ARE PROVIDED TO THE
RELFea FOR SPECIFIC PIRPOSES NO WSi BE
DRAWING NUMBER
AD—TD-0254
PHONE (727) 726-1138
IPEPT OMnWmAL AND "01R011 ORM
74
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
URGE OPENING 24'
SEE NOTE 1
JMU/YlV ILMNAL NIL -WIND 3IIW3 US ATtum
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOYVED).
ALSO SEE NOTE 3.
STANDARD VERTICAL T1E-DOWN STRAPS OR ANDIOR
BRACKETS TO BE INSTALLED A MAXIMUM OF f-0'
(241 FROM EACH END OF THE UNIT.
NOTES:
I. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALOWE
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACUM
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON TINE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
JACOBSEN HOMES
■
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (B13) 726-1138
,ttttuullnu�
ENE8703571.
i�p��01��Al.ftun it It 0%��
ANCHOR BRACxET AND TIE -DOWN
XEVICES ARE CERTM BY OTHERS
NOTICE I DRAWN Br_
THESE SPEanCAMIS AND DRAM= ARE
ORIONAI, PROPPoETARY. AND COWMTtAL
MATERIALS W JACO YANUfACA MO
INC. &KH YATERINS AM PRONM TO 1HE
MOW ► R SS= REPOSES AND KM K
OM CC fMIIAL NO SM IRON ORM
BY l►-
��� INC.
.-�unnlouT
C.L.Y. 1 5-31-95
TYP. SINGLE WIDE T/D
PC
AD—TD-0300
REV. LETTER:
"Imin
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
24' LARGE OPENING 24'
Fn n n n n n SEE
NOTE 1 A A F�
COLUMN SUPPORT ME -DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' N WIDTH.
all e_umc n rvm mmw
41—umV r{.r 1MIL_Wn .J MMVIM d M
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCNOR
BRACKENS TO BE INSTALLED A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
FOR ALL TE TRIPLE INSTALL DOWN STRAPS AS SHOWN IN THINS DETAIL
NOTES: P-� t��•,2 DAPIA APPROVAL
1. LARGE OPENING = ANY OPENING WIDER THAN MAX IIE-DOWN TACINc ALLOWED. NE8703571 _ OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAO
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE TA OF
MA)0MUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME •' ( `'+ a T 5 1S95
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATKINS. '•,i, `rS�O . • ENG. ``�� „�,,,,m,� I' "�'
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS. NAB ` fp611UC101NOEAfERf99GHq
AN�dtI69fiiliEl>Jl��ilE-OOMtI
DEVICES ARE CERTIM BY OTHERS
NOTICE ORAYN BY: DATE: REV. LETTER
JACOBSEN HOMES THESE SPEanuTIGNS AND DRATANGS C.L.Y. 6-1-95
WGINAL. PROPRVARY. AND CCNFIDEHTI& DRAUNG 1171F
P.O. BOX 368 MATERIALS Of `ACOBSEN UN"ACTIiM TYP. MULTI —WIDE T/D
SAFETY HARBOR. FLORIDA 34695 pE"O rot 9WX KEtIM NO I M K DRAMING NUMBER
PHONE (813) 726-1138 t¢vT c mrnu MD SEGO FROM 01HEK AD—TD-0310
73
SINGLE WIDE TIE -DOWN
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS I
ONLY. OPTIONAL AT
SEE DETAIL — 'A' OTHER LocaTIONs.) FRAME TIE —DOWN
SEE DETAIL — 'B'
DOUBLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE —DOWN I
A k B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WADE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCAnoNs.I
_
IPULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A'
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WTH 20251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
FY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3150 LBS. MAMMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .D35' {MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 315o*
CAPACITY MINIMUM) X 1.5 _ 471,S 41 uE-TImm-F
L-0A.0 a4p4cETy
NOTES: E+;; r F� 'b� DAPIA APPROVAL'
1. SEE DETAIL 'B' PAGE 4 AOR MARRIAGE WALL ♦♦ �O; :4 t orIQq�.Fij, 4.
OPENINGS GREATER THAN 49 INCHES. 8c VP To ITT 6" Tai"T V� C: APPROVED BY
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR a P*(.'���
ANCHOR AND TIE -DOWN PLACEMENT. ,* ? _ pEC 2
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN
STATE OF III 9C� INCR CONSTRUCTION '• I `
<6 . 4 O RT04; : � �+
.4i ♦ �narAVruRmmouE
!'•�C'S'Tc,,:'_ :.1,C���`,,• �p{A,IOlA/O3AKT(SiMCAxi
JACOBSEN HOMES THESE sKananpi w ouwm mm t>tiTAW� BY. RR °A 10-31-95 REv
m
MONAL. PROPR)ETARY, ANo CMDENTW. DRAWNG TITTE
P.O. BOX 368 MATTRIAES OF JACOM MANUFACIMNC
WC S ZONE ITIE-DOWNS
)CH MATFTtALS ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 FIGMTRR SPF1MPRf' O NO 1EAT BE DRAWWG NUMBER
PHONE (813) 726-1138 IVT COHrMnAI Alm SEau n1m onm AD-Zl -0001
74
75
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
�STE NOTE j1�•
MAIN FRAME I -BEAM
END
SPACINGI
Ifs
I CENTER
SPACING
■
CENTER
I SPACING
■ �
CENTER
I SPACING
� �
CENTER
( SPACING
y �
CENTER
L SPAdNC
END
ISPACINGI
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
END
^•••I
I rnu-.0
rAUF'#U I
WAUNU
Y ALINti
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME 1-BEAM
SEE NOTE 1� -SEE NOTE #I�—
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
END CENTER CENTER END
SPACING SPACING SPACING SPACING
TRIPLE WIDE TIE -DOWN PLACEMENT
ce
C.,
co
NOTES. ENGINEER to.&W Ii• DO,,�••• DAPIA APPROVAL•
•` ,.. • •.. FO •.
T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ����:'IFIC.gj:•��%i�i�„ APPROVED BY
MARRIAGE WALL OPENINGS "DER THAN 49 INCHES. G �•:
No.0045484
A
STATE OF * M
10 . ���i�, GOu7RK'IIOHA�OSN[11'STAtmAI�
LEM
JACOBSEN HOMES THESE SPECIFICATIOONSS uw DRAWINGS ARE! Rq�yyT,M►F RR HATE 10-31-95 '
■ OfEGINAL PROPRIETARY, AND COfAMTW DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MMUFACTMHO TIE —DOWN PLACEMENT
,I We SUa1 MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 REOPENT Fat SPEUX PJMSES AM MUST BE DRAWING NUMBER
PHONE (813) 726-1138 OUT M DEN114 NO SEOU FROM OTfM AD-ZI -0020
76
ZONE I INSTALLATIONS
1, FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILSi IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
JACOBSEN HOMES
,. P.O. BOX 368
SAFETY HARBOR, FLORIDA 31695
PHONE (727) 726-1138
DMA APRW)t
jAP ROVED BY iz Cd,
DAP
FEB 0 1 2000
INC.
L MANUFAMM HOME
A o saTY 5TAND m
DRAWN Br. M.T. DATE:
KY. lE1TEk
insc s?MWANOTICM TMS AM DRAM CS ARE
2-1-00
ORCM. PRDaa[bur. A %AAWWANIAL
DROM 117LE:
YAURIAIS Or 4%CCBUV UAKWACMWC
ZONE 1 INST.
M MW MAXN" ARE FRONDED TD 7K
'L.�1
raA �++� KRro�s AND Ist u
canoawt AIQ S41o�ET AOY onm
DRAWM NUMBER: _ AO— Zl —OlOO
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/
/DORMER I \ .
LONGITUDINAL TIES CNLY REOUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA. HALF
(IE ONE EA. BEAM, ETC..)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAIN UNIT.
VERTICAL. TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE INOE
CONNECTION REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE MADE TIE -DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
IRIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DO MS MAXIMUM HEIGHT}
zm-z ZONE_3
EXPOSURE 'C' 90' 56'
EXPOSURE V 39' 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
`„111111111111,IAA'�I
O,r S. EN ROV L'
••.. -i DANA APPROVAL'
Q``'G` NoERF02--
1. FOR OUAD SECTIONS. EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED APPROVED BY
INDEPENDENT OF THE OTHER STRUCTURE (IE SHEARWALLS, TIE -DOWNS. RIDGE- EPA 0357
BEAMS, COLUMN SUPPORTS. ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) — — aJN 1 5
INC
-, F • ........ • � .�� C76iR,C,p�wtJSKLTf5410MCA
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SKCMCATro1a AND DRAWNGS ARE C.L.Y. 5-16-95
OFIONAL. PROPMTARY, AND CDNFIDO.TW. DRAWING TITLE:-
P.O. BOX 368 MATMALS OF JACODSEN MMALFACV"G ADDENDUM -INT. UNITS
YIG SUOI MATERIALS ARE PROMOED TO THE
SAFETY HARBOR. FLORIDA 34695 Kam FOR 9'Ecnc PUww AW MJST K DRAWING NUMBER
PHONE (813) 726-1138 IM MWMTIAI NO SEfRET not /III% QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DEIAXS�
30 CA. GALV. STEEL STRIP
INSTALLED OVER HATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERIMETER RAIL 1'
OR ROCS BEAM
CROSS-SEC71ON
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
WAY BE OVERLAPPED 2 MN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN OVER GALV. STRIP.
I (SEE NOTE 1)
30 GA. CALM. STEEL STRIP
SECUREDIVATH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " OTC. MAX SPACING (TYP.)
I
3/8
' X 5' LAG SCREWS
18' O.C. (ZONES 2 ✓i 3)
STAGGERED
�i�mnlilA
NOTES:
ENa►rR' M& DOF f,,,�
DAPIA APPROVAL
1. 30 CA CALV. STRIPS USED MAY BE WIND DEFLECTORS
` ' �j1 S T E 9 '• �� 'i
�� ) . Ric ''.f,'
P.--, . � D f3Y
REMOVED FROM ROOF IN ORIGINAL CONDITION
Q4. N
CI. O %
(EXCEPT FOR STAPLE HOLES)
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
- ;' ENE8703571
) 1 5 ?�95
2. SHINGLES N THE DORMER AREA OF THE MAIN UNIT MAY
BE SHIPPED LOOSE AND IWSTALLFD ON SITE AFTER
I
I^ '�
-
'.
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE
'� O�; •. /w F 9 ..' , : n
f Wanowm�woKe
I v
-Amw mwE
THE SINGLES UNE-LIP
FROM ONE SECTION TO
4))4.•'4,.:
'4,
THE NEXT.
ci''•' ...• Cj\ ���•
JACOBSEN HOMES
NOTIC E TU11
1ii5E SPEOITGITICNS AND DRAWINGS ARE
1�+N+
C.L.Y.
DATE
. 5-16-95
ITEM. LETTER
.
,I
P.O. BOX 368
OraONAL. PROPM[TAAY. MO CONFXILMu1
MATEIM S OF 'MtoM MANIFACIURWG
DRAWING 11111E:
ALT. ROOF ASSEMBLY
SAFETY HARBOR. FLORIDA 34695
we SIKT1 jYATTRAIS ARE RROMDED TO THE
Re ar FOR SPECFIC gram m0 uM 6E
DRAWING NUYBE7t
PHONE (813) 726-113a
KEPT OmmmAL AID moo rna1 OHM
QUADADD2
79
E]EIF-11
I
EIEIEF
EIVWFI
1010LIEI
HOMES JACOBSEN
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8