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SET-UP MANUAL ADDENDUM
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
ALL HOMES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C*
contact the Department of Motor Vehicles
850-413- 7 600
ON
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF 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/CODLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
DUCT SUPPLY OR RETURN
DOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT 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:
JACOBSEN HOMES
NOTICE
1NESE SPEC'f1CAilONS AND ORAIYNGS ARE
aEGINAL PROPRIETARY, AND C74iDFl1T4L
P.O. BOX 368
MATERIALS OF JAC08SEN MOXACT"r,
„
SAFETY HARBOR. FLORIDA 34695
W- SIOi MATURS ARE PROWO TO THE
RECPDii rat VECIY PIRPM AND MST BE
PHONE (613) 726-1138
IVT COI MTLPL AND SECRET M 0XIM
DANA APPROVAL'
A PROVED BY
IN15IM
INC
EPA RMiKiI►E010[
4lA/O SNiTTiWGI�
C.L.Y.
DATE 5=30-95 REV. LETTER.
EXTERIOR A/C DUCT
R AD-AC-0001
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED . STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DI-_zCCNT!%E
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
_ NOTES- DAPIA APPROVAL:
APPROVED BY
ON SLY
INC.
JACOBSEN HOMES
NOTICE:
THESE sFEOnGADDNS AND DRAvmM ARE
DP.A101 BY: C.L.Y.
DATE: 9-28-95
REV. LEM..
■
aNNA4 PROPKTARY. AND OQtl10ENTTAI
YATMALS OF �ACOBSEN MANUFACWW0
DRAIMNG TTTiE: W.H. VENT. SY$.
„
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
IMCM1 FQt SKCSXH FX RBl'oSF.S NO WST K
ORAIMNG NUMBER:
PHONE (813) 726-1138
JVT COWMTK AND KMT TROD Off M
AD—AC-01 OO
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
JV
0.131' X 1 1/2MIN. 3/8' X 3 1/2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE- DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
STRAP 0 48 O.C. MAX. SPACING 1 4" TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTUS INSTALL WOOD SHIM AT ALL LAG
NDS01 TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO to
AND FOR GAPS TO 3/4'. INCREASE 1HR000H AND TO KEEP CONNECTION
EASE TIGHT. (SEE NOTE 2)
(ALL ZONES)
LAG LENGTH 1
P (ALL D MRES)
Wn IONS
epo6EXiE
3/8' X ] 1/i LAG SCREW
30 C STRAP FASTIM W/
7 a' X 16 GOL STHM
WO ZOIE
E1POWK
UK" MNIIER ff FASMUS REOU U
0,131' X 1 1/t NAILS
7/1a' X 16 Grp STAPLES
W*V" SPACM
MAnM SPAM
Ir O.C.
21/4' at
]
S
2
2
v
17' QG
1 7/r O.C.
4
7
at
2' 0.Mr.'C
4
7
3
3
b'
Ia' ac
1 1/Y mc.
1)•
s
_
a _
ROTES&
ENG#FR APEitOYAL
OAPIA APP4lOMA1:
APPROVED BY
I. 1' MIL PiIETRAM 15 REOU O ON STAB FOR MTN. 00.014' STRAP.
'
L WM WbIS TO 6E WM FROM SPF #3 MN. OR EIETIFR
(r X 4' X GAP 20TH Yal 9�
(OSBOR PI.Y1Y000 MAY BE UsA F 1�lOO m EouAEs GAP =TH-i' X 4' wL SI2>�
Revised
ay24,2006
P1111NIC.
JA
.John C. D9&n. PIz.
3. We MA)U M SDEWL HExm.
4. SEE OT1fR DENS FDl1 SEAEDiG F100R5 FOR AIR �141A11011
V
f-1.2 Engff FIT1(g, 'Mc
FEDEIIAL MANUFAMPEO HOME
amsT omm YID SAI ETY STANDARDS
JACOBSEN HOMES
T-m MMU OIM NO ERAUCS AK
oRA1w 6r' M.T:
05-22-06
�' tErlElt
RON RMn
a waq. prommy AID mf1ot1 m
w1E VU W 4AMOM MN WAC1I M
WM HAMMS A� RVOW 10 T1E
WAY" IM
M FLOOR FASTENINGsAFT
A
SAFETY HARBOR.
, FLORIDAR34eos
PHONE (813) 726-1138
Rr0W M 9I= FaF= AIO WW a:
UM 03FEDIUL AND =W nm1 o11M
ORAV" WMBM
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL • ,
NDS01
NOTM:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131' X 3 1/2' MIN. NAILS .
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
' MARRIAGE LINE
D IGKM APPROVAL• DAM APPROVAL:
APPROVED BY
0 N 000iRevised
S Zj �6 May 24,2006
Huhn C. Weden, P.L. INC.
K2 Engkmring. Ir1o, FEDERAL RM/YIDFACTURED ROIEE
R:DRSTR aCH AND SAFETY STANDARDS
JACOBSEN HOMES
P.O. Box us
> ?MMUM M AMM AK
rm"al RY. ADD
W1 AU °' PAN" w"Acpim
DRAW BrM.T.
DAB: 05-22-06
REY LamOi01M.
D
ORAUS IAA
M/W WALL FASTENING
SAFETY WA 9S
3)
Me � w>aus Alr PIIOIplD 10 M
U
DRANMIC MAILER
46-MAD-FA-0010
PHONE (e 7206--1136
K" Ca mnitw mm f Own=
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
! LINE OF TRIPLE WIDE UNITS
30 'GA. GALV. STEEL STRIP I
SECURED WITH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX. SPACING).
30 GA. GALV. STEEL STRIP
.
T X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
0000000�UP
MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
I
WIND DEFLECTORS REMOVED FROM
AAG SCREW SET RACKS
ROOF IN ORIC#NAL CONDITION,
FOR TRIPLE WIDES
EXCEPT FOR STAPLE HOLES)
FOR DOUBLE WIOES�\
PAN MEW
I 3/8` X 5' LAG SCREWS omLAG SCREW ME BACKS
TRIPLE WIDE ROOF LINE —,\ (2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES
INSTALL LAG SCREWS I — — SEE CHART ON AD—FA-0001 FOR TRIPLE WDES
AT A 45' ANGLE _ — FOR MAXIMUM SPACING
STAGGERED 2 1 �4r7
1 CT034'GAP _
ROOF PERIMETER RAIL —A'
OR RIDGE BEAM
I I
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS-SECTION INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF
LENGSYSTETH f LOCATIONS FOR LAG SCREW TO GO
LAG LENGTH 9'
TO 1FOR
GAPSINCRE1E IMOUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4',INCREASE
Mt (SEE NOTE 2)REF
NDS01 LAG LENGTH 1 1/2'.
CALC. PG.
(ALL S) CROSS—SECTION / P) C WA- 91.01- 91.07
( ALL EXPOSURES)
NOTES,
QKPa 4M APPfiOVAU
DMA APPROVAL• _
L 2 1/i MOL Pfl1E1 imps PIT* REW*W MMU IS REOui6D FOR LAG SORk11s
2 WOW SHBIS 10.8E RIPPED FROM SPF p WL OR BETTER
APPROVED BY
jrXrXOAPwamMN.sal
visd
ReMay
09 OR PLYM000 MAY BE USED IF li =ES5 EQUALS GAP 111014 X C MINI. M*
I SEE OM OETALS MR OOMPLEIBIG ROOF NIEAECTIOII
•
r _� 44�
24e 2006
IN
4, *0 LAG O
gi111 C. fJ080�n. P.1`.
INC.
NST&M A WO KM A WM BEAM, nW-M A J/ff IXEM FXi
HOLE TMMO THE FIRST M M BEAM SEOOID-OBIT A 1/4' F ME 1rs OCH. K
K2 F.ngW-*erh Ig, Inc'
FEDEML KAMFACFUREO HOME
RECOMRO BLOB BEAM FOR THE THREADED PCR71M OF LAC SfRE1L MN DYS ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR 31C LAG SMEA S MT.' .
S lOr MAXNW sfEMAIL HELM.
JACOBSEN HOMES
mm SFEaF1CJ'T0'6a CAT' DRAW= ME
DRAM SrM.T.
DATE 05-22-06
'' I'
P.O. Box 368
DRMM. PINMOM . AM D rIMI'M
,E'"°,,,,,,°m„K C M
Elm-IF173
DRAYM IIAL
M/W ROOF FASTENING
SAF$TY HARBOR. FLORIDA 34695
PHONE (013) .726-1138
RTNOT IM desk hnnRs NO MM K
RTTT Dofma►L W WO FIM 0110M
CRATING MA03EElt
AD—FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF RW (MIN. Y OVERLAP AT SEMI) CENTER OR MATING LINE
WITH ilk X 711C HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I
I�
• I•
'If
RIDGE CAP
I
I I
1
1 I
1
ASPHALT IMPREGNATED
1 I
SEALER STRIP BETWEEN RIBS
I
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
1
1 ' '
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
_ (ALL EXPOSURES)
I
I
.I
#8 X 7/16" HEAD X Y
j FULLY THREADED SCREW
I (NO MORE THAN 12` O.C.)
I
I �
I o
�I Cl
a
1 ui
1
1 B
m
1 �
U_
1
1
METAL ROOF PANELS STOP
APP. -50 FROM CENTER LINE
\-30 GA GALV. STEEL STRIP
5' X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED WITH 7,Ar X 16 GA STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-ODDI MAX. SPACING)
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
2. STANDARD 7/160 O.S.B. (24/16 INDEX) ROOF SHEATHINGON
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS V �j Sep 10,2008
4. SCREWS HAVE A NEOPRENE WASHER
nFOR
u WEA7HICEpR PROOFING AND G7V -: aii;, I N I.�
TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVEN FEDERAL YAHHFA D SAr STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE InG COMsrHOrnOM AND sAVEn STANDMDS
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES �„� �m �„=
?M= "�" °r D.M.T. 08-25-06
11&g yams AID ow►®+a �
o Air AM yeti. =V= WME
METAL ROOF RIDGE CAP
HEAtS OF J6COBSk?I OBFAL71lIEt6
P.0. BOX 369 YA1W. SM MAIO 15 ARE POOPS 1011E
SAFETY HAROOK RMA 34695 =W FW 9 = RIP= Alp =E NAM MUM
PHONE (813) 726-1133 WT aol WK A►>o goer RN one 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
NOTES:
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS rPROVEDBY
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES). .XIN 15 NM
tlrD
NOTICE DRAIN BY: DAM. TER: REV. LET
JACOBSEN HOMES THESE SK011CATONs AND DRAMCS ARE
C.L.Y.
LY. 6-5-95
DRIDDIAL PRWWARY, AND CMIDENTIAL DRAWING TITLE:
SATE17 HARBOR, FLORIDA 34695
P.O. BOX 368 UAMALS OF t1A�R 11ANUfACMUG M/W ROOF SEALING
,I INC. M YAW S'ARE PRDIDED TO THE
REWIENT FOR SPECFROM NO UM K DRAWING NUMBER
ID
PHONE (813) 726-1138 IOPT DONFI ENML AND SECRET TRW OTHn AD—FA-0025
8
ADDENDUM
MULTI -WIDE. ROOF SEALING/CLOSE-UP
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES -HIGH SIDE
MIN. 30 GA. GALV. 15({ FELT UNDERLAYMENT
STEEL STRAPPING
(SEE AD-FA-0020)
11
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:
DANA APPROVAL:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS AP
ROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
JUN 1 5 1995
INC
F
JACOBSEN HOMES
ROM
THESE SPEanCAIMS M0 DRAWNZ ARE
DRATM BY: C.L.Y.
DATE. 6-5-95
REv. LETTER:
DRAMING TITLE:
A(/W ROOF SEALING
P.O. BOX 368
COGN9. PROPRIETARY, AND Cat WTIAL
MATERIALS OF ucom MAWACT"G
VC S" MATERWS ARE PROKO TO THE
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-113Z
RECIPIENT Eat SPECFIC FMPM NO HEST eE
OUT OaFl] Rk NO SEatET M OTLERS
DRAMING NUMBER:
AD-FA-0026
C
I
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. 1 NST AT .T . ATI O N-
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
Z INSPECT -H METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH}
1 LOCATE THE HEARTH EXTENSION (SOPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSE]at
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 j8 : 2' WOOD SCREWS.
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
VAIN A NON-COMBUSTABLE CAULKING 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 NO."c.r
THESE sPEanunons AND oRArTNcs ARE
MOM. PROPRIETARY. AND CONF=TK
P.O. BOX 368 MATU MS OF JACOM UNIVACTiMIC
„ SAFETY HARBOR, FLORIDA 34695 Wt RKH YAIMALS ARE PRONGED TO THE
R[WW fOa FM RJ NZ MQ MST EE
PHONE (813) 726-1138 JUT CDKDEI Aq NO SE00 EROII OTHERS
BY...
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
,NUN 2 8 'EM
INC,
ROFIVI YNIIfJICIYR� Mi[
016TRoof ADO sw" RMON=
C.L.Y. DATE: 6-16-95 '-'
I "._..._._ " _ SHIP —LOOSE HEARTH
AD—FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is.a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm, .
press aPd hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEV,
�WR 2 5 2003
INC.
FEDERAL 6IANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARUS
SET-UP MANUAL ADDENDUM
AD-FS-000I -A
TRUSS SHEATHING
APPROVED BY
NIP INC.
ffm MANUFACTURED HOME
COFISTWlffi ADD SAFETY STANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. ,OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L.
SIDEWALL
3/8' WIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
THE OVERHANG OUTLOOKERS (PURUHS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18' X 14 112' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATFMNC)
NOTES:
1. 3/8' YIN. RAZED SHEATHING FASTENED TO ROOF TRUM WITH 7/16' X
1 1/2' X 16 CA. MIN. STARES 1 1/4' O.C. AT PANEL EDGES AND ]' O.C.
Al ALL FRAMING MEMBERS. (NO GLUE REDUDIED)
N
MARRIAGE WALL
3/8' SHEATHING TO BE INSTALLED ON -SITE.
K2
VANOZONE III
(110 MPH)
ALL EXPOSURES
DAPIA APPROVAL
APPROVED BY
E NIPMAT
INC.
I, FEDERAL MANUFACTURED HOME
I CONSTIM ONADD SAFETY STANDARDS
NOTICE: UNAWN MY: DATE REV. LETTER:
JACOBSEN . HOMES WE% SPECIFICATIONS AND DRAWINGS ARE R.R. 4-27-98
■ ORIGINAL PROPRIETARY, AND CMUNDAL DRAWING TITLE:
P.O. BOX FLORIDAINC.MATE9iCH MALS ATERIALS PADVVWD TTo THE TRUSS SHEATHING
SAFETY HAR130R, ORT34895 RECAENI FOR VFCFX PIlMM AW MMST BE DRAWING NUMBER:
PHONE (813) 726-1138 NEPI Co inum111L AND SF.OTEI FROM alwm. I AD-HR-0001
12
HINGED ROOF DETAIL
COMM OF VAM! TO RAi4E W RW
9"m Pmw M SET-W Porm B
APPROX n 1/r.
LFT Mm w sE m sys1E3 imy wm
UMUNA DEIACES NO UN THAN 12 FIT
APART. LOCATE UnM PO M WM1 3r OF
END OF MW 100K AND AM IFINO WW
2FMIAW=NTHERNM
HINGED ROOF IN SHIPPING POSITION
ma " P 6T TD RUM W^
6 SPF p no In POR TOP m
r X r wood saw OR 3- ja X r
am
HINGED ROOF IN SET—UP POSITION
NDS01 REF. CALL. PG. C-RF- 223.0 - 223.6
NOTES: QIGIIIM APPROVAL DMA APPROVAL:
APPROVED BY
I. BAAm no RODE SEcro N m um Posu BEFIIiE swm Hmm
KNO pDgrs KM POq NRevised
b (!j Jun 06,2006
John C. ooeden, P.k. INC.
IZ Entering, Inc. FFDFRAI KANIFARIIRFD HOW
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES mm N mum w °"A"" BY. DATE R£V. LEiIiR
O.A. 06-02-06
a0mm. PRmwam , Aro mrm0m#L MAIM TIRE
as BOX 36e 07OW W VAMWAcnrta+a HINGED ROOF DETAIL'
W. sm YA1Dw Aft mum'm VA
SAFM "ARBOR. FLORIDA 34695 AMMI Rx 96Cf1G RAM4g3 AID WN K.
PIIOW (613) 726-1138 WTamme L"swuFm ones DRAro1C NIAaeER AD—HR-0002
13
I
HINGED ROOF DETAIL
UNDERLAYMENT TO BE GWED 3" MIN.
ON BOTH SEC110NS OF HINGE ROOF.
FOR WIND ZONES 2 AND a
RAISE EXTENDED SHINGLE AND UNDERLAIIMENT AND
AND A MIN. 4 I1r WIDTH OF ROOFING 'CEMENT TO
70P OF LAST SHINGLE ROW ON FIXED ROOF SECTIOK
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK I
OVERHANG FASOIA BOARDS A
3-1B X r WOOD SCREWS EJ
APPROVED BY
Revised
Nov 30,2006
PN INC.
FEDERAL YANUFAMRED ROPE
CORSTRUCFION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WINDZONE 11
(110 MPH)
ALL E)0'OSURES
NOTES: ENCfEFR APPROVAL• DMA APPROVLI;
I. BRACE RAM ROOF SEC1iarl IN THE RNO P04110N OffM SM UNG HlICED
KNG POSTS MID POSITION.
F rr�zsro� �
John C. Doedm PJC
K2 Engine M
JACOBSEN HOMES >x Am MOMS AWE °�'" � D.T. 0A1E 10-02-06 REV.IF71IIt
WOW. PRoaraJ[W AM aosUWA DRAMA- 11RE:. A
P.a Box 368 MANUALS OF AACMW YANkFACRM C HINGED ROOF DETAIL
NC WW MAIMU Ali lROAS ft MR DRAMINO NUI�ER
SAFETY HAR80R. FLORgA J4693 KMW ADT 9[11lK AAOg3 AM W
PHONE (613) 726-1135 iatl adsloLxaAL in am am om AO-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK ----� ONE-PIECE SHINGLE
UNDERLAYMENT
2' MIN. OVERLAP (T.). ozFw
- -: -,.- - - L - ...
u�
6' MIN. TAR AS SHOWN
(APPLIED ON SITE)
I I SEE NOTE #3: .•. ..........
_
.... —E
MIN.
I I I I I I SEE DETAIL 'A'
1 I ! I 1 I
o
1 1 1 1 1 1 , O�
I � I � I � I I � I � I I I I 1 •
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (1' X 3/4" X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
f CEMENTING OF 15# FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED.
2 FASTENING OF 15/ FELT IS NOT REOMED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) ' R
3. EXTEND THE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MIN. OF 6- AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6- MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN 1W HINGED ROOF ADDENDUM ARE DETAILS- AD—FR-0001 (WITH SPECIFIC END PANEL LAYOUT).
AO—HR-000Z AD—HR-0003, AND AD—HR-00D4.
WINDZONE III
(110 MPH)
ALL EXPOSURES
OPROVED BY
INC.
MANUFACTURED HOME
MON AND SAFETY STANDARUS
NOTICE: DRAWN BY: DATE REV. LETTER:
pm HOMES 19 11� AN9 mAum ARE M.T. s-2o-o3
WIQWL PROPRUMY. AN CONI.IOENTIIIIL DRAWING TIRE: SHINGLE AND UNDERLAYMENT _
WN
ISDAIS OF JA00W U UFAC11J W APPLICATION ON HINGED SECTION
P.O. BOX 368 NC. SUCH MAffiaIUS AAE FROV m 10 1NE
SAFETY HARBOR. FLORIDA 34695 �rt vaa s�atc nrrsa�s ANo KW E DRAWNG NUMBER
PF10NE (813) 726-1138 % r � �T �" 07mm AD-HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6.1/2" O.C. MAX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2" X 16 GA. I
STAPLES INTO EACH 16' O.C. RAFTER AND
3 1 /2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) 1
NOSOI '
NOTES;
I. SEE AD-HR-0007 FOR DISTALLATION OF UNDERLAYIENT AND SHNGIM.
John 0. ✓osjierl, F.E.
XZ EF � twrjrig, Iric
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANOZONI
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
- CRC - 167.01 - 167.02
APPROVAL I DAP1A APPROVAL _
APPROVED BY
Revised
7= 09,2N
006
AiINC.
PED MOIL
carsmucrro" Alto LFftt su"o�aos
Elio
JACOBSEN HOMES
Twss sKmrAnon Am MAVOM ME
°�"�" BY. O.A.
°A1 06-06-06
REV, EEt1Er1:
P.o. Box 368 !
omo"AL mcpKIARr, A"D mr1AC
uAllpms or ���
w- am YATUM ARE ®FOND lD THE
ORAWNG Ailf:
PEAK INSTALLATION DETAILS
SAFETY HARBOR., FLORWA 34695
wow rot
H
PHONE (727) 726-1138
smelt r-frm m Wsr K
lVF OD�LDM4 AND SEOV FWAN olmm
ORAINNG NUMOM
AD-HR-0006.
0
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
INSTILL FIRST LAVER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR E)OST1NG
FELT AS SHOWN.
I NOTES:
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAVER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EASTNG
FELT AS SHOWN.
DAPIA APPROVAL:
ROVED BY
AUG 0
INC.
mm
MUIACMffild
n SrANDARDS
NOTICE DRATIN BY: DALE REV. LETTER.
JACOBSEN HOMES TKg SFconCATM AM WASH s AK M.T. 7-28-04
aPoaNAL PRO?IEETARr. AIO COi10ENnAl DRAWING TITLE: _
uATaaAEs a utwsaT YANUFACTUiRNC SHINGLE/UNDERLAYMENT INSTALLATION
„ P.O. BOX 368 NC SIT01 IIATMALS ARE RNAATIEO TO 1K
SAFETY HARBOR. FLORIDA 34695 RE"T FOR SPEOTC NP00 NO ISM K DRAWWG NUMBER:
PHONE (727) 726-1138 ITT O7KWRIL NO NCFET FROM 0rdI . AD-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
fFASTEN TO FLOOR FRAMNG
— MM W/ STAPLE OR NAL
BANDING STRAP VRAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
;DE Of NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. Wr�ETtERE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS TRAIL 1/8-
*00T MAY BE USED WHEN A FULL SIZE CIEANOUT IS INSTALLED Al THE UPPER END.
I m w cc WAIN PIPWC
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES GESE5°CCl1CA�19CAN�9DRA119K5AfE. �NBY.
R.R. c" 7—T7-97 REV. `EW:
MWAL. PROPRt1ARY No cola Wlk DRAPANC nAE
P.O. BOX 368 VA$RULS OF iM0'$`A" WNWAMR9
\I W- SIM UAlM .S ARE PRO%= 10 At PLUMBING SUPPORT
$AFETf HARBOR, FLORIDA 34695 Nrcr l MR YWX P1K'M AIQ WM q DRAWNG 1�AWOL-
PHONE (813) 726-1138 an ca nDmwL ►m 3Em my cnas sAD—PL-0001
18
19
i
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 1- VENTS SEE AD-PR-7007 & 7009.
FOR ROOF DECKING DETAILS
MAX. ROOF SLOPE
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)
>-�------------- ----mac
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY -I
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION .OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG.IW-07-0011 WITF SITE INSTALLED' PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
DAPIA APPROVAL'
APPROVED BY
000 rRevised
Oct 25,2007
I VC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NONS :
iFEg sPEUkTCAflORs NO oRAxwcs ARE
DRAWN BY:
O.A.
DATE
10-24-07
REV. LETTER:
P.O. BOX
ORIGINAL, PROPRIETARY, AND CONPIDENTHAL
MATERIALS OF JACWSEN MANUFACNRNG
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
\I FLORIDARI:
SAFETY HARBOR. ORI34695
SU01 MATERIALS ARE PRUMM TV THE
REOPEHT FOR SPECRIC PURPOSES AND LUST BE
DRAWING NUMBER:
Imm
PHONE (727) 726-1138
KEPT COKHDENTIAL AM SECRET FROM OTHERS
AD—PR-7001
ROOF • TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16' LAIN. ROOF
WITH 7/16' X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER. •
• SEE DETAIL 'A' SEE NOjjjqI
11' MIN. STE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFTER TO
_ I ' ALIGN WITH FACTORY INSTA; ;ED
RAFTER BELOW.
SEE NOTE 112
MAY BE RIDGE BEAUS -�
(SEE NOTE 14) A
18' MIN.
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
2-/I0 X 4 1/2' SCREWS AT EAGi RAFTER END. SITE
INSTALLED PITCHED RAFTER TO ALIGN W17H FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION YIN.)
2. ATTACH HATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH
110 X 4 1/2' SCREWS 9' O.C. MAX SPACING.
FACTORY INSTALLED RAFTER I
(CENTER SECTION)
rA= C-FS3 - 88.01
XM APPROVAL•
APPROVED BY
MMw-jw^ Rim.
i SEE AD-FA-0020 FOR GAP TREATMENT BETVIEENN SECTIONS. John C. DoodeI , Rim. FEDERAL MANUFACTURED NONE
K2 Engkmr", Inc. CONSTRUCTION AND SAFE7Y STANDARDS
NO=& DRAM BT: DATE: IV. LETTER
JAC OBS EN HOMES ➢Fm 5P[a CARONS AM ORAVMGS ARE O.A. 06-02-06
Osaw. MdrNVART. 00 CDMrMRu. DRAWK TITLE: /1
P.O. am 360 YARRMS OF y1oDmm FU MACRINSC f-j
�I W- sua VATDTYES AM PROM TO DE ROOF TO ROOF ATTACHMENT
SAFETY HARBOR. FLORIDA726-11 34695 KMW FO! SNINE PwW AND OM IL DRAW C N USM
PNONf (747) 726-1T30 evt ewrLTlRr ro stoEr noI OT*as. AD-PR-7002
TWNOZONE'0
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
21
RAFTER TOP
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
�- 0c U...
2 X 6 OVERHANG FASCIA
THIS TRUSS NSTAILED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OUTLOOKER
W/IBN. (5) 7/16- X 2 1/2' X 15 GA.
STAPLES OR MIN. (3) .131- X- 3• NAILS
(TYPICAL AT ALL CENTER BRACES)
NDSOI
19• U
M'4k c •V • 0
2 X 4 NAILING BLOCK
(INSTALL D ON SITE)
IN. (3) .131 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131- X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 z 6 SPF /3 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.
MAAMUM INTO TOP k BOTTOM
CHORDS ONLY.
"— 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE -
.(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUnDOM TO BE SECURED ID EADI
TRUSS OF THE DOUBLE TRUSSES LOCATED
IN THE ENDZONE PER FASMIER CHART.
SNCLE TRUSS ONLY
REOT1 OU19DE OF
3 FT. AREA
MAY BE
PLACED ON EITHER SIDE
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE R
SECTION TO BE DOUBLED.
2- SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
CUANTRY:
PENEIRA7m
.131 PD NAB.
5
1 1/2'
15 GA • STAPLE
8
1'
J8 SCREW
2
1' (INCL TB')
OUTLOOM FASTEMS MAY BE IWALLED VANDZONE 111
FROM TOP CHORD DOWN F POPATTON ALL EXPOSURES
6 MWA11ED. (110 MPH)
20 PSF ROOF
10 PSF D.L.
IV. CALM C-RC-197.01-197.02
ENGINEER APPROVAL: DAPIA APPROVAL
APPROVED BY
Feb 05,2006
y1(�14 rc,
N.
John C. DOEC11, Rk. FEDEwu WIUFACfURED MO SME
T
ODNSTHUCIION Ate SAFETY STANDANDS
K2 Erl911300 ing; Inc.
JACOBSEN HOMES
NOTIM -
THE SPEGf1G1VM AID AM VRIDS W
. P(IaPRETARY NO
DRAIN BY:
O.A.
DATE
1-29-08•
REV. 1ETH7t
DRAWING MILE
P.O. Box 365
W_ SiXR A ,►Rcae9>t FaV=10 VE
w� 9N]I wTDil115 ARE RiDYWEED 1D TIE
END ZONE RAFTER/OVERHANG ASSEMBLY
DRAWN 1RlA1BM
SAFETY HARBOR. FLORIDA 34695
pED W 10R 9 M RW= NO IM K
PHONE (727) 726-1138
WT COFSO Ml AND 9a>aET 11= O K
AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
MN.
_ - I TRIPLE WIDE CENTER SECTION PEAK -
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION r4 REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL /
ROWS OF SHEATHING) / SEAMS BETWEEN TRUSSES
-SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
NOTES:
1. 1/e MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES.
2 ROOF DECKING SPAN RATED) DECKINGL TO BE OR ETi R) RATED ROOF (24/0
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE
SAME DECIONG PATTERN.
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15
GA. STAPLES AT 3' 0 C EDGES AND FIELD
MANUF.INSTALLED DECKING TO HERE
16hn IJ. F,Dta-n. R*-
„•
JACOBSEN HOMES ntmSPEm1CAiI m ORAwm ARE
OMMM. PROPWEFM AND CO FROM&
P.O. BOX 368 MA1E81NS OF JAC✓ M MNIIFACTU M
ow-roNNC. go MOMS ARE PR01i® TO TIE
SAFETY HARBOR. FLORIDA 34695 NEmw Fm � 111APw Me om OL
PHONE (727) 726-1138 1 IVT 001FIDaRx NO WE fftu oDms
w
7
1MNDZONE ill
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
Revised
OON 14pctl 29,2007
�I V�.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
DRAWN BY: DAZE REV. LEM
O.A. 10-24-07
DRAWING 7111E:
ON SITE PITCHED ROOF DECKING INST.
oRAWwc NUMBMAD-PR-7004
23
NOTES:
G
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
/SITE
INSTALLED ER
SECTIONOFROOF
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
'TYP. ROOF INSULATION -- /
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
BY
Revised
Oct 25,2007
PINC.
MANUFACTURED HOME
iCTION AND SAFETY STANDARDS
NOTICE
DRAWN BY;
DATE:
REV, LETTER
❑❑❑
JACOB_SEN HOMES
„+� spEaFlcAnons me DRAWNGS A!E
O.A.
10-24-07
OR MAU PROPMEWY, AHD OURFMM
MATIMAU OF JARMANIR
DRAWING TITLE:
P.O. BOX 368
� SUCHWA As ME P DEDMTHE
SITE INSTALLED PITCHED ROOF VENTS
❑❑
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
F E N M FOR SPEOHC PIBPM AND NXI BE
KUq COIEDFJFRAL AND SECRET FROM 01FERi
DRAWING NUMBER:
AD-PR-7005
24
ROOF VENTING
rc
TTP. 50 K CuTwT5 FOR
VEINIRATM1Q0" OF ROOF SECTIDN
r_ (SEE MART FOR REOUIREMENIS)
100 SQ. IN. CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
a-r
r_11
(1607 x SECTION LEKRt
CUTOUT NOES:
0 TO IS'-6"
1
15'-6" To 31'-3"
2
31'-3" TO 46'-10'
3
46'-10" TO 6 -6'
4
62--6 TO 60'-0-
5
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
=1
I MARRIAGE WALLS
c I LOW VENT LOW_vENT
1••r
I J
0-I 950 S0. IN, VENTS REO TIRED
�I 3 ►nCN VENT IN SITE 1NSTALI Fn rRtl SErTFON
' T = 1 =r - --
a I \- CENTER LINE OF CENTER sECTIoN
u �+
(a7 • SECTu1 tocot
"m im.
too %ME
A 31'-S
mw
1101[
31- 10 4V-W
I
104
4w-w 10 6i-i'
2
1 EA SUE
62 t0 6NF-E
3
2 EA SUE
W I a AWKN 10 OIDWUM6 1t111S
1 4
_
r
S( I 1 1 -
LOW 1 VEN- TTP. 50 so. It ROOF YENTS ._,I
(SEE CHART FOR REOLIREMENTS) LOW VENT
I l MARRIAGE WALLS
I SITE INSTALLED CENTER SECTION OF ROOF.
NOTES:
J
i
3
c
z
W
Im
I�
I�
I
I
AM APPROVAL-
ROVED BY
rpJUN 10
iNC.
MANUFACTURED HOME .
CTION AND SAFETY STANDARDS
rrM-JACOBSEN HOMES Non1ncARn UT.DATE REV. LETTER
n1ESE s6�ca1u1tU16i AM A10 oR.1.Ra AK R.R. 01-22-04
W40NAL PROMIAW. NO COIiWTK DRAWING TITLE:
_ P.O. Box she MAMMWILS Or ARCMXNNW TO TME
ROOF VENTING
SAFETY HARBOR, FLORIDA 36695 10FOR FOR 9'= F16PM W KW K DRAWING NUWR:
PHONE (727) 726-1138 PVT Wl11UE m AIUMXT nm own AD-PR-7006
a
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT
(SEE DETAIL W)
SITE INSTALLED VENT CAP
SITE INSTALLED CENTER
,SECTION OF ROOF
`- EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING -
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SIZE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3' ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4- 8D NAILS
IN LIEU OF FASTENING
DUCT 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.
2. 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 CLUE.
PLUMBING VENT
<KROOF FLASHING
(SITE INSTALLED)
,,,---
VENT PIPE
(r (SITE INSTALLED)
COUPLER
�'0�(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
DAM APPROVAL'
APP13OVED BY
RINC.'A
DHOME
N AND SAFETY STANDARDS
J AC 0 B S E N HOMES THESE SPE0MTl NSS NOTICANDD DRAwN6S ARE DRAWN BY: DATE REV. LET TER:
R.R. 01-23-04
ORXiUL RRWKTARI. AND CDIiIDEMUK DRAWING TITLE: _
P.O. BOX 368 W►TEIXN A E ROMM 10 fI f PITCHED ROOF EXTENDED VENTS
NC. SU01 w1E1aAL5 ARE R10VDEp ID NNE
SAFETY HARBOR. FLORIDA 34695 REOPOIf Fall TEDI1L ROM NO MUST K DRAWING NUMBER:
` PHONE (727) 726-1138 IRP1 rnI1MIX NO. MIXT MW DTHERS AD-PR-7007
n&
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15f FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYYENT NTH A 6' MIN.
OVERLAP AND A MIN. 6' VADTH OF ROOF CEMENT.
151 FELT TO HAVE A 6' MIN, OVERLAP 15f FELT ALSO CEMENTED NTH A 6' WIDTH AROUND
AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I
FIELD INSTALLED ROOF SHEATHING (TYP) 1H
I 6' 1MDTH OF ROOF CEMENT WHEN
1 f 11 I OPTIONAL 15f FELT IS INSTALLED.
r�
I
—
1I
OP110NAL LAYER OF 15/ FELT
J- -1
ONE-PIECE SNRM
UNDERLAYMENT
ROOF SHEATIIK (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2' 1/Y
TO TO
3' 3'
H
FASTENING DETAIL {MNDZONE I
(110 MPH)
ALL EXPOSURES
NOTES: ENOMER APPROVAL- DAPIA APPROVAL•
1. CEMENTING OF OPTIONAL 15f FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
2. FASTENING OF OPTIONAL 15f FELT IS NOT REQUIRED. (FASTENERS APPLIED � Oct 29,2007
ARE JUST TO HOLD FELT 1N PLACE UNTIL SHINGLES ARE INSTALLED.) .30Li�1✓U^�2(i� INC.
i IV�f�i-L I(IC� EDERAL YANIFAQURED HOME
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K2 Fog � g, NSTRUCIION AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
NOTICE
„m 51IIDNs AND oRAUNss ARE
UHAM CT:
O.A.
uAlt:
10-24-07
mm m,.u:
0M0KX.'PROPWTMt AND I mmumx
MAMMS OF dACOM MNA6ACIU LNG
DRAWING TITLE:
AND
P.O. BOX 368
NC %a MATER"APE MUD ID IIE
SITE INSTALLED SHINGLE UNDERLAYMENT
SAFETY HARSOR. FLORIDA M95
REOPM FCR SITM WWI AHD Mu 7 K
DRAWING NUMBM
PHONE (813) 726-1138
Wq DalrFMX AD SE00 FM OHn
AD—PR-7008
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
h/
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
.105' X I" MINIMUM ROOFING NAILS
ROOF FLASHING.
OR .113" X 1' MINIMUM NAILS MAY
BE USED IN LIEU OF STAPLES FOR
OPTIONAL SHINGLES MAY BE APPLIED TO
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE'BY SECURING
THE SHINGLE TO THE FLANGE AREA NTH 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 MATH SHINGLE TABS
SECURED MATH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DAPIA APPROVAL
NOTES:
APPROVED
BY
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN: 1" X 1' X 16 GA.
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
JU
INC.
FEDE
ALMANUFACTUREDHOME
EMIS
RUC110N AND SAFETY S101DARDS
JACOBSEN HOMES
NOTICE
Mx WE«,CAMS AM DRAB
DRAWN BY:
M.T.
DATE
02-04-fl4
REV. LETTER
DRAWNG TITLE:
TYP. FLASHING INSTALLATION
aRGKq. PRWKIA". AND CONrKNTIlL
IIAIERI&S aF ACOBSEN LM WACIIR M
\, P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
SUM YAARu1S ARE PROW00 TO THE
KU MI FOR 9 ET>I1C PURPOSES A* MST K
AND SEOIEI RN OTNOti
DRAWM NWBER
AD-PR-%DD9
-- PHONE (w) 726-1138
xM CDfMUAI
--
9R
ADDENDUM
GENERAL NOTES /TIE - DO'
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL RE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING.1►
INSTALLED AT THE ANGLES) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSTAi
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME 11E-110WNS AND ANCHORS ARE NOT SUPPUED BY JACOBSEN HOMES (TO BE SUPPLIED UT UIHtKS).
5 VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HONES FOR ATTACHMENT OF VERTICAL RE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GRAND ANCHORS AND FRAME RES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME .HIES ARE NOT TO EXTEND BEYOND THE UIERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82" I -BEAM
SPACING IS ACCEPTABLE FOR 10' WADE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEW'ALL HEIGHT ONLY).
9. LONGITUDINAL RES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND ME MAIN I -BEAM (AS SHOWN ON T1iP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
It ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL. THE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
11 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROWDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES.
14. *MCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTER STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUN,OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL THE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TlE-DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKriG P,EQU:REAENTS. ALL BLOCK NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES: ENGINEER &RWt 11.O ild,111�''
Y 0,%S o 1STE Fti
THESE NOTES AND DETAILS ARE APPLICABLE QN0. O
FOR WIND ZONE 1I AND/OR WIND ZONE III.. THEY - r ENE8703571 't
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' °
AND EXPOSURE V. SEE APPROPRIATE TABLES �+
FOR SPECIFIC INFORMATION ON EACH. TA EE .
DANA APPROVAL
ROVED BY
0 1 5 T895
.�,.� INC.
cfmmQ&%cr"5%%vm
NOTICE: �'�A��TT M111N�01" DATE: REV. LETTER.
JACOBSEN HOMES THESE SPEanCATIONS AND DRANNG9 ARE C.L.Y. 5-19-95
MONA. PROPRIETARY, AND CGY(IDENTIAL DRAWING JACOBSEN TITLE: n
P.O. BOX 368 uATER1ALS OF W_ SUCH uANUFAC1l1tING TD-GENERAL NOTES H
SAFETY HARBOR, FLORIDA 34695 CH UMERIMS ARE PROMM iO THE
RECPENT FOR SPECM PIAP M A'O HART DE DRAWING Nlu5ER.
PHONE (613) 726-1138 Pm COWWnAL AIC SEOV FROM ONM AD-TD-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE 11 WIND ZONE III
V FLOOR u!N.OTY. ANCHOR YIN.OTY. ANCHOR
WIDTH EA. END OF ANGLE EA. END OF ANG.E
EA. SECTION YIN. 0 EA SECTION u'N. 0
20'-0' 2 36' 2 45'
24'-0' 2 46' 2 60'
254 2 50. 3 38
26'-8' 2 54' 3 41•
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE n WIND ZONE III
FLOOR SAVE SPACING
DEL DBL. HEAD ANCHOR ANGLE HEAD ANCHOR ANGLE SPACING LOAD
WIDTH OVERHANG LOAD
20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150 40'-50'
24'-O' 12' 1 8'-0' 3150# 40'-50' 6'-8' 31501 49-50'
254 12' 8'-0' 1 31501 40'-50' 6'-8' 3150 40'-50'
2C-8' 12' 8'-0' 31501 40'-50' 6'-8' 31501 40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
FLOOR UK CITY. ANCHOR YIN OTY. ANCHOR
WIDTH EA. END OF ANGLE EA. END OF ANGLE
O� liK_ EA SECTION YIN. 0 EA SECTION YIN. 0
20'-0' 2 50' 2 68'
11 24'-0' 2 70' 3 50•
25'-4' 3 45' 3 60'
26'-8' 3 45' 3 60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE 11 WIND ZONE Ilf
FLOOR EAVE SPACING DEL READ ANCHOR ANGLE SPAONG D oREAD AN04OR ANGLE
WIDTH OVERHANG LOAD
20'-0' 12' 5-4' 31501 40'-45' 4'-0' 31501 40'-50'
24'_0• 12' S•_4' 31501 40'-50' 4'-0' 3150# 40'-50'
25-4' 12' 5'-4' 3150# 40'-50' 4'-0' 31501 40'-50'
26'-8' 12' 5-4' 3150$ 40'-50' ++++ It,1r1Ia '-0' 31501 40'-50'
ENGINEER` Q ii�4 DAPIA APPROVAL
OTES: • .
1. SEE AD-11)-OD01 FOR ADDITIONAL REQUIREMENTS. APPROVED BY�
2. SEE AD-TD-0011 FOR MAXIMUu PIER HEIGHTS REOOIRED FOR THE LOADS _ ENE8 5
TABULATED ABOVE -
4�7
-p : �� ; INC
NOS AND
iliilWt�+D .. DATE
JACOBSEN HOMES REV, LETTER:
THESE sPEanunaRs AoRA+aNcs ARE C.L.Y. 5-30-95
MONAL. PROPMETARY. AND CWFIOEHTIAL DRAWING TITLE:
P.O. BOX 368 n
MATMALS OF JACOBSEN MA"ACTRATIHG NORM. SPACING TABLES
ORG 5Up{ MATERSALS ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 REOMT FOR SKCFX PJ.WM AND WST BE DRAWING NUMBER
PHONE (813) 726-1138 IVT CONF�EHTIk AND SECRET rxa OTHERS AD-TD-0010
30
ADDENDUM ss
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C
�7tt
IDNGITUDINAL TIE -DOWN
SPACING TABLE
WN,
OND ZONE
u
WIND ZONE lu
MR W.
QF
EL
Ag010R
Al
MR Dn
EA OF
ANf}IDt
ANRE
CFM
MOTH
EA sac.,
SECs+
ia
a
S
Ex sEcaaM
UK e
23'-4'
2
54'
3
40'
j�
24'-0'
2
54'
3
40'
�0
294
2
IST
3
44'
v
25'_g'
3
38'
3
413'
4T
4
41'
(SEE NOTE
J4 FOR ANCHOR MCC)
VERTICAL TIE -DOWN / MAR TIE -DOWN SPACING TABLE
MIN.
MAX.
WND ZONE II
WIND ZONE nl
NOW
W
ANm AMU
SANG
�
AMCNOi! AIMiE
FLOOR
OVERHANG
294
12'
6-4'
31501
40-45'
5-4' *
3150#
35-40'
24'-0'
12'
5'-4'
3154
40'—W
5'-4'
3150#
35'-40'
25-4'
12'
54
3150
40-45'
V 4'
3150#.
35'-40'
26'-1i
12'
5-4'
31501
1 40-45'
6-4'
3150#
35'-40'
3lY—l3'
12'
S-4'
315V
40-4F
5'-4'
3150�
35'-40'
(SEE NOTE 14 FOR ANCHOR ANGLES)
iiiifllllfgg®
C. Dp °0oea
•E NSF ev
•••
0 No 45484 �•
. • o
m
E.a- r
a ..�
.000 , `'TA ._ {�
Am
REF. CALC.
e`
eo '•� O p P:� �C��o`
� 1..•'
C-TD - 215.01 - 215.20
Ery. o0
ENQIW APPROVAL•
DAM APPROVAL:
O 3'
1 SE AD-TD-W FOR AWIWNAL REQt�tElOM
BY
APPROVED"
2 SEE AD-iD-O011.1 FOR YA>D W PAR HM73 RFA N8 FOR
TMWA10 ABOVE
THE LOADS
Jtin 16,2009
qNPINC.
APPUCABIE M DOUBLE WMS
ONLY.
3: TE-WMI DEW ON THIS PAM
4. %a AN= ANGLE SHOVtlM IN THE CHART ABOVE CANNOT BE ACHO:VED.
FEDERAL MAHUFACfURFD HOME
COHSTRUCnOH AND SAFETY STANDARDS
D5140 AN APPROVED STAMM RAIL
JACOBSEN HOMES
DRAIN BY. M.T.DAB
�,G
OB-04—OS REv LEiIm
, ffAM _
MAIMALS Of JACOBSEN MMMACNRDIO LTERNATE SPACING TABLES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
m SUCH MAM01S ARE PRDM m W
AEDPBff R8 B79i>r PIMDIES AID WSf BE DRATYIIG NUYBER
°
AD-TD-0010.1
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE —DOWN SPACINGS
rM ruc rm-iv-Wiu IA= fox AIhID—WIO INU , PER AD-10-ODIO TABLE PER AD-TD-0010 TABLE PER AD-TO-0010 TABLE MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2,0 FOR ALTERNATE M-DO1FR IMOD
FIGURE 1.1
SEE FIGURE &D FOR ALTERNATE TIE-DO1FR YE All
NOTES: I ENa m 4movAr r
1. SEE AD-TD-0010 FOR SPACING TABLES
2. SEE AD-TD-0010 FOR QUAIM OF LONGITUDIAL ME-00MN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIMAENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/00POSURE V: 60' MAIOMUM HEIGHT
ZONE 2/EV05T1RE V: 44' MAXIYWM HEIGHT
ZONE 3/E)(POSURE V: 40' MAXIMUM HEIGHT
ZONE 3/E)POSURE V. 36' MAXIMUM WGHT
�,r•� STFq -v�.2
No. "V
ENE8703571
�•. S T 9 P• � i
-.:fir.
SEE NOTE 5 FOR
MAXIMUM HWIT
REF. CALLS:
JACOBS EN HOMES THESE sPEa CA7=S AND DRAWINGS ARE °en►pn C.L.Y. °"�` 3-27-95
OINCINAI, PROPIDEUM AND COWIDENTLA DRAWING TITLE:
\� P.Q. Bon 368 "A7WALS OF JACOBSEN MANUFACTURING FIGURES 1.0 AND 1.1
SAFETY HARBOR, FLORIDA 34695 INC SUCH NATEFU S ARE PROMED TO THE
PHONE (813) 726-1138 �ENTFOR V FAX ROM MM DRAWING NUMBER
AD—TD-0011
1213
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
WNW 11F—tIMWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION
MOWING TIEDOWNS FLDOR
TYP.
l— maim ARaE (M = is) ANCHOR MaE (SEE NOTE P)
FIGURE 1.1
(MIM BASm ON 951/f I-6EAM CENTERS AND 96• HGH SIMALLS)
NOTES:
1. SM 0-71D4010.1 'FOR SPACING TABLES
2- SEE AD-M-0010.1 FOR QUANP OF LONOIIUDIAL TIE-OOVM STRAPS REQUIRED.
ISEE OTHER DETAILS FOR.131MINO (PIER) RUANIITY AND OTHER RENREMERM
4. SEE AD-ID-OD01 FOR ADomONAL REQUIREMEN15.
5. ZONE 2/Ef0 MRE V- 67' MA>a1LUM HEIGHT
ZONE 3/Ef0MRE V' 56• MANHUM HEIGHT
6. WHEN ANCHOR ANGLE SHOWN ON AD-1D-0010.1 CANNOT BE ACHIEVED,
INSTALL AN APPROVED STABILIZER PLATE
JACOBSEN HOMES 7103E SPEdAG110NS MINouckm A
D nAM4SCS ARE
OMAL. PROPRIE M, AND CONFIDENM
MAIGMS OF JACOBSEL1 MANUFACIURDLO
P.O. BOX 368 BG SUCH MAIEFU S ARE PROYDED.TO 7!E
SAFETY HARBOR, FLORIDA 34695 IEr>PDHi FOR Si1>i1C Pins AMD MUST E
PHONE (813) 726-1138 KEPT CONMENIIAL AID SnU FROM ONK
60®pg6BI isocpBB9
9 ®®
T�0
o
e
m o °
,6 a 01 .
^�1� • 4u
el
.0 .
•
aaaaa
SE KOX 5 FOR
9AI 9 IfI Nf
APPROVED BY
ON00A
Jtm 16,2009
INC.
FEDERAL MANUFACNRED HOME
CONSTIWCf10N AND SAFELY STANDARDS
REF. CALLS:
GTD- 215.01 - 215.20
M.T. - _ 06-04-09
FIGURES 1.0 AND 1.1
AD—TD-0011.1
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1 �'
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
YE.
ANCHORGE
YIN
ANCHOR
FLOOR
(
WIDTH
DOTY.O
EA. END
DOTY.O
EA. END OF
NGLE
�S
O v
EA SECTION
O
IN.
YE. 9
EA SECTICN
IN.
YIN. 9
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
Del.. READ
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0*
6'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
FLOOR
YIN. OTT.
ANCHOR
YIN. OTT.
ANCHOR
WIDTH
EA. END CIF
ANGLE
EA. ENDANGLE
o
EA. SECTSSECTSMIN..
a
EA. SECTION
MIN. e
12'-0'
2
64'
3
47'
lly
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55.
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH .
EAVE
OVERHANG
12'-0'
6'
5'-4'
31501
40'-45'
4'-0'
31509
40'-50'
13'-4'
6'
S'-4'
31501
40'-50'
4'-0'
3150
40'-50'
NOTES:
ENGINEER, �•'/�
D0 .
DAPIA APPROVAL,
1. SEE AO-7D-0001 FOR ADDITIONAL REOLIMENTS
�.��``••'�S1 -,
� •�H; ERA . Cc,L
APPROVED BY�M
2 SEE AD00or
-TD-0013 FOR I!A)1YUY PIER HEIGHTS REQUIRED FOR THE LOADS
.: �
NCI. O ',
JUN 5 IR
TABIMTED ABOVE.
.
ENE8703571
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
' *
N A INC,
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHSINTH 95 I/2'
STAT'= F �: : O � :'tt,A;
:
•'•
THDEArLWwuAnuiOHaE
comtigaaosAFtTTSTAbvIDe
I -BEAM SPACING, 96' MA)OYU1! SIDEWALL HEIGHT AND 6' NA)MUN SIDE
� .�` �w , �+
FV,•••YO�A�.•'�\�,����,
OVERHANG (6' OVERHANG TUX EACH SIDE OF UNIT).
JACOBSEN HOMES
NOTICE: �!!!!! 11
THESE sPEOF1UITIONs AND DRATWGS „�
1111`T�`� '
C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. BOX 368
„
OREONAL. PROPMETAim AHD OONFTDENTtAL
WMALS OF JACOBSEN WANUFACMNc
WG SM YAXPALS ARE PRONDED TO THE
DRAYANG TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (B1J) 726-1138
RECFUIT FOR SPETC PMOSES AND WST BE
OUT COKDCHIM
,L11
DRAWNG NUMBER•
UO SEOV ►RCM Onus
AO-To-0012
14
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DON SYSTEM
FIGURE 1.2
SEE FIGURE EO FOR ACfL ITE TIE -DOWN MMD
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE M-DDWX IO:IROD
NOTES:
1. SEE AD-TD-OO12 FOR SPACING TABLES AND NOTES
2 SEE AD-TD-0012 FOR OUANTY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLDCIONG (PIER) OUANTITY AND OTHER REUJIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REWREMENTS.
5. ZONE 2/E1MRE V. 30' MAXIMUM HEIGHT �
ZONE 2/EXPOSURE V: 48' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 28' MAXIMUM HEIGHT
ZONE 3/EXPOSLIRE V: 60' MAXIMUM HOW
SEE NOTE 5 FOR
MAXLOULI HEIGHT
nwru `,��7Tiu�al/llll'
•���'% T
,ENE8703571 -
DAPIA APPROVAL•
APPROVED BY
JAN ti �
.� INS,
Fwcwa rAKFACTUM RM
t0aiaucua*V5VM5tNM=
JACOBSEN HOMES
NOMCK"','ii "UN
;�
`DR `� C.L.Y.
TT
DATE: 5-19-95
REV. LETTER:
SPEt�� TS AND DUAWtWTII
ONGINAL. PROPRIETARY, AND GON I"Tm
MATERIALS OF JACWSEN MANUFAOUNG
DRAWING TITLE:
FIGURES 1.2 AND 1.3
/�
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
sm.YS ARE PROM TO TiE
0- ATETtWMID
@Et>PETR Fat am RIMM AND ttT1S7 RE
H
DRAWING NUMBER:
PHONE (813) 726-1138
KFT CWKNAAL AND SEW Leah OVEM
AD—TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
...unnuu.._
NOTES �`` Qom` 'G�STEq 'vFZ
1. SEE AD-TD-0010 FOR SPACING TABLES �: F� N0. FO
2. SEE AD-TD-O010 FOR QUANITY OF LONOTUDIAL TIE -DOWN STRAPS REQUIRED. ENE8703571
3. SEE OTHER DETAILS FOR BLOMING (PIER) QUANTITY AND OTHER REQUIREMENTS = '•
4. SEE AD-TD-D001 FOR ADDITIONAL REQUIREMENTS
JACOBSEN DOMES
„ P.O. BOX 368'
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
.....
NOTICE: DRAWN BY:
THESE SPECIMATIONS AND DRAWNGS ARE
ORDINAL. PROPMETARY. AND CONFMTLAL
,MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH YATEFmS APE PROMDED TO THE
RECIPIENT FOR SPECFIC Pino AND MUST BE
NQPT CINdmTAL APD SECRET FROM omm
APPROVED BY
0 1 5
lqlrflNC
FiIX%WKJASMN E
camwmNCwmsAld=
C.L.Y. 1 5-19-95
DRAWING TIRL
FIGURE 2.0 H
DRAWING NUMBER
AD-TO-0014
36
ADDENDUM
ALTERNATE TIE-DOIM SYSTEM(S)
ALTERNATE LONGITUDINAL TIE —DOWN INSTALLATION METHODS
SIDE VIEW OF MAIN FRAME
T7<-DOWN STRAP
SEE OTHER DETAILS
►DR TIC-DCW4 STRAP
SPECIFICATIONS.
APPROVED ANCHOR WODED TO
MAIN I -BEAM (SEE OTHER DETAILS
SEE AD-TD-020D FOR FOR riT1DNG) TO HE NSTALLE'.
RADIUS CUP DETALS AT WE FACTORY.
(REWIRED THIS LOCATKAI). (MIN 31501 iVORANG [D:SIZN] LOAD
X43 47251 ULTWATE LOAD.)
o GROUND ANCNCR
SEE OTHER DETALS FOR Sim
—I — ANGLE AND OTHER INSTALLATION NOTES.
I
11- FIG URE 2.1
SOIJD HEADER (CROSSYEMBER) 3• X 3/4" (t 1/2) *MUST BE LOCATED
FRONT VIEW CUT INTO HEADER
FOR STRAP ATTACH6ID WITHN S• OF MAIN
(FACTORY CUT) CHASSIS i-BEAM.
RD�t SEE AD-TS-0200 Fast j SEE AD-'D-C200 FOR
RADIUS CUP DETAILS i (REQUIRED LOCA1CNj.
(REQUIRED THIS LOCATION)
—1
5• MAX � I
TIE -DOWN STRAP
SEE OTHER DETAILS
SIDE V.EW FOR ME-DOM' STRAP
SPECIFICATIONS.
GROUND AND -,OR'
c SEE OTHER DETALS FOR SIZE,
° A.YC.E AN3 OTTER INSTALLATION NC-S.
410,, FIGURE 2.2
NOTFS _ W &WROVAL: tel. DAP:A AFROVAL-
iC.'•.t-r1r i
1. SEE AD-711-0010 FOR SPACNG TABLES 'k • "' j - - -_ -
2. SEE AD-TD-O010 FOR OUANITY OF LONGITUDIAL TIE-DOM STRAPS NEOJAED. �'O • CTrl7c: }: : ► x
3. SEE OTriER DETAILS FOR BLOCKING (PER) QUANTITY mD OTrlER REOLAREAIENTS.
4. SEE AD-M-0001 FOR ADD11ONAL REWREMENTS. RN1
'�f N `rNNAL ;�� � r
''aArNrrTTrN,,l,�
A\CHOR BRACKET AND TL-DOWN
DEVICES ARE CERTIFIED BY 07VOS
BY
CRAW BY DAIS. REV. LETTER:'gsAmD C.L.Y. 6-13-95
JACOBSEN HOMES
TriE>: �ET;rtiCAT;ONS AM] CRAtrlrGS AAC
OWAAL PACPWART. AN] CCATVY ML CRAWWG T17LL
P.O. BOX 368 "ASS or jACOOMN MANYAnMr- FIGURES 2.1 & 2.2
{yt SOCh MAU LLS M:E PM01012D TO TW NWBETZ
SAFETY HARBOR. FLORIDA 34695 MOT ra FEWC MTM MD MM X DRAWINS AD—TD-0015
PHONE (813) 725-113B am CohnxmlAL No scoo ma on=
LONGITUDINAL STRAP ATTACHMENT
TIPICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
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 THICKNESS, 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.
BIOMES xoTTA DRIACOBSENTHESE SPEOFlCATIONS ANO DRAYdNCS ARE
ORIGINAL, PROPRIETARY, AND CONRDENRAL
P.O. BOX 368' MATERIALS OF JACOBSEN MANUFACWRINC
SAFETY HARBOR, FLORIDA 34595 • INc SUCH MATERM S ARE PRONDEO To THE
REORENT FOR SlWX PURFMES AND wsT eE
PHONE (727) 726-1138 : Mn O&WDENRAL AND SEW PROD OTHER5.
W CLAMP, MANUFACURED BY
ENGINEERING, PART 159011
I- . .,.; ACNRER'S INST'RUCiIONS FOR
COMPLETE INSTALLATION DETAILS)
PROVED EY
S 5 - M
INC,'
AL MANUFACTURED HOME
RUCT ION AND SAFETY STANDARDS
UT. ' . l7AlE: REV. LETTER:
M.T. 6-12-01
TITLE:
LONGITUDINAL STRAP ATTACHMENT
AD- TD-0016
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D `� T
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
UIN. OTY.
ANCHOR
UK On
ANCHOR
WIDTH
EA ENO OF
ANGLE
EA END OF
^ O V
EA SECTION
UK
EA SECTION
uKIH. e
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.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
10'—O"
12"
4'-0"
3150#
40'-50'
4'-0*
31501
4V-50'
12'-0"
12"
4'-0"
30001
40'-50'
4'-0'
3150#
40'-50'
13'-4'
12'
5-3'
3150#
40'-50'
4'-0*
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. on
ANCHOR
uw on.
ANCHOR
WIDTH
EA ENO OF
ANGLE
EA END
ANGLE
�0
EA sEcnoN
YIH. a
EA. SEctaN
MIN. e
10'—O'
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4"
3
58'
4
48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONC
D& oAD
ANCHOR ANGLE
SPACING
DBL. HEAD
ANCHOR ANGLE
LOAD
10'—O"
12'
4'-0'
31501
40'-50'
2'-8'
3150#
40'-50'
12'—D"
12"
4'-0'
31001
40'-50'
2'-8'
3150#
40'-50'
13'-4"
12"
4'-0'
3065,1
40'-50'
2'-8"
33PPDlqO
40'-50'
NOTES:
ENQ��� G�vuDQF4 A
qj
1'KV V tD BY
1. OFFSET SECTION W1TH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL Of
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDArNCE
G1S E•I'p � , s�
�: c�'•
REVISED
KITH THE 'THE
Q�' �• • iy
TABLES ABOVE: SIDEWALL SIDE AND THE ADJACENT SECnON(S) ARE TO!'
SEP 0 9 15
BE TIED DOWN IN ACCChANCE WITH THE NORMAL SPACING TABLES (AD-1D-0010). ;
_.
2. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
��� : ��
INC.
TD
3. SEE AO--0021 FOR MA10uUN PIER HEIGHT REWIRED FOR THE LOADS TABULATED
ABOVE.
• •
.,��.c�' �+*, r�l .'� `�� FED
F�s'' ''�C����
RAl MANUFACTURED HOME
COIISTRUCTION
AND SAFETY STANDA!
O
JACOBSEN HOMES
NOTNC6:
nuSE SPECInr_",.S AND DRAWIGS ARE ����,,,,
, "
R.R.
DATE 8-27-96
REV. LETTER
P.O. BOX 368
ORIONIy PROPPJETARY, AND COrNTDENHAI
MAIMALS OF JACOBSEN MANUFACAXIUIC
VC. 29H MATERIALS ARE PROVIDED TO THE
13
DRAWING TITLE:
OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REOPp,T rOR SPEOFX KFIPOSFS AND MUST TX
►FPl owwnAL ixJ sEuxT nla onus
DRAWING NUMBER
AD—TD-0020
DS.
�Q '
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING RE -DOWN SPACINGS
x
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIPrDONN MOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXOIUII HET(iIT
FIGURE 3.1
M FIGURE 6.0 FOR ALTERNATE TDB -DORM ILETHOD
[TARES ON AD-M-M KW APPLY
TO THESE STANDARD lilUL -NUE SECT ad
OF THE UNR -SEE NOTE 1. AD-711-OU0.1
TIP. FLOOR SYM--7
ANCHOR ANGLE
FIGURE 3.2
9.I14$,11TERNATE TIE-DOW MOD �
NOTES: 2VINA
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET' SECTION ONLY). ` )0•Q�,� No RFa2 �'-�, APPROVED BY
2. SEE AD-TD-0020 FOR OUANITY OF LONgTUDIAL 'TIE -DOWN STRAPS REOUIRED.
(OFFSET SECTION ONLY) r ENE8703571
3. SEE OTHER DETAILS FOR BLOCIQNG (PIER) OUM11TY AND OTHER REQUIREMENTS. !i
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE V: 44• IMAXIMUM HEIGHT I✓ / C .� FEDERK + v
ZZONE
ONE 3/E OSURE C': 2e MAXIMUM HEIGHT (3Y 0 24' WADE MIN.) '������'C�t`�•'N�U ...••'���� `� ?' � TTsw4wlpp
ZONE 3/EXPOSURE 'D': 32' MAXIMUU HEIGHT (44' 0 24' WIDE MIN.)
JACOBSEN HOMES
NOVIDE
7HESE
UNAWN UT:
C.L.Y.
DATE
5-11-95
REV. LETTER:
■
HQPF
P.O. Box
SPECFICAWNS AND DRAWINGS ARE
ORIGINAL. PROPRIETARY, AND CO ra"I1AL
MATERIALS OF JACOM MANUFAMUtING
/\
DRAWING TITLE -
FIG. 3.0, 3.1 & 3.2
R.FLORIDAINC.
SAFELY HARBOR, ORI34695
SUCH MATERULS ARE PROWDED TO THE
REMW FOR SKOM PHFPOST5 AND WM BE
//�,
DRAWING NUMBER:
PHONE (813) 726-1138
KEPT CONFIDENTIAL AND SECRET rRON ORM
AD-TD-0021
40
ADDENDUM,
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN. SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,,,,I1111111►/,,,
NOTES:`�-E�.•••�� •FOi���i DAPIA APPROVAL'1. SEE AD-TD-0020 FOR SPACL4j TABLES (OFFSET SECTION ONLY). ]O,•'�G�STcF. - ,FZ%, APPROVED BY
2. SEE AD-0020 FOR OUANITY OF LONGRUDIAL TIE -DOWN STRAPS REOUIRED. ? NO'
-TD
(07W SECTION ONLY) NE8703571 5
3. SEE OTHER DETAILS FOR BLOOCNG (PIER) QUANTITY AND OTHER REOUIREWNTS. •
4. SEE AD-TD-0001 FOR ADDITiCr:AL REQUIREMENTS Qr INC
• • � N1� • , � n-r�r..srcrvimra�
s�.�' Y' �� coaiac�awos�wmsswcww
JACOBSEN HOMES
.
P.O. BOX 368
„
NOnCf:• ....
THESE SPEOnCATIMS AND DUNINZ ARE
ORIGINAL PROPPoRART, AND CQNfWRAL
MATERIALS OF uCOM M WJFACTLf0110
URANN 8T: .
C.L. I',
DATE:
5-11-95
W.V. LETTER
DRAWING TITLE:
FIG, 4.0
SAFETY HAP."eOR, FLORIDA 34695
a�a�0t WMIC F= NO j� �
DRAWING HUMeOT
PHONE (813) 726-1138
DNrCE
PVT CTK AND 100 rRW M ERs
AD-M-0022
41
ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES Q
ZONE II & III/EXP. C & D
/
LONGITUDINAL TIE -DOWN SPACING TABLE
�+1
MIN.
NAND ZONE II
WIND ZONE III
U'N. QTY
ANCHOR
MIN. CITY.
ANCHOR
�J
FLOOR
WDTH
EA. OF
ANGLE
EA. ENO OF
ANGLE
EA SECTION
YIN. A
EA SECTION
WIN. A
20'-0'
2
36'
2 45'
24'-0'
2
46'
2 60'
254
2
50'
2 67'
26'-8'
2
55'
1 3 30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WAND ZONE III
SPACING
DOL MEAD
LOAD
ANCHOR ANGLE
SPACING
D� HEAD
ANCHOR ANGLE
I LOAD
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0'
39001 P0•
24'-0'
12'
4'-0'
37001
20'
4'-0'
39501 Y0'
25-4'
12'
6'-8'
40001
15'
4'-0'
39501
22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
39501 1
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
YIN CITY.
ANCHOR
uDL CIIY.
ANCHOR
FLOOR
WIDTH
Ek. ENO CF
ANGLE
U 00 OF
ANGLE
EA SECTION
UK A
EA SECTION
YIN. e
20'-0'
Z
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
254
3
42'
N/A
N/A
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
40D01
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
40001
27 , ,,,,,
, N/A
N/A
N/A
NOTES:
ENGT�(R-'APPTL'DOr!�,,�
�l CO
DAPIA APPROVAL-
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREVENTS.
,
�•Ox •' &STFAZ'
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
ENE8703571
ABOVE.
a =
3. 20 WIDES -82' MAXIMUM I -BEAM SPACING ONLY.
--' ✓ -
4��'
— -�
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
s• . /�� �� ��•`
-
JACOBSEN HOMES
NO ca 0'rhTT 490f
THESE SK011CA 1ONs AND DI VMM ARE
C.L.Y.
DATE
6-13-95
REV. LETTER:
71TLE:
ALT. SPACING TABLES
MONAL, PROPKTARY• AND CCNT10E11TYIL DRAWING
MATERIALS OF JACOM pAM1ACWF"
P.O. eox 36e
SAFETY HARBOR, FLORIDA 34695
PHONE.(813) 726-1138
ING SUCH MATERIALS ARE PRwom TO THE
RECrIENT foR S -r= Pinsfs No IEST eE DRAWING
WT CDf n4 Am sECRET r Ot1Ut5
NUMBER:
AD—TD-0030
42
g'tp ADDENDUM
�000�
06 ' ALTERNATE TIE —DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
MA)= HEIGHT
4' MAX. NSEr FIGURE 5.0
SEE nGURE LT FOR RECOMMEND® 1E-DOn METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN COhMGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 2� AUGER ANCHOR IHTH A DESIGN LOAD (TORIING LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIVILANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYX CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE-DOYN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL ► IND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER, BY
1. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREMENTS
INSTALLING THE FRAME 71E-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUIREMENIS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE LE -DOWN SPACING TABLES (AD-TD-DO30).
RECONNENDED METHODS FOR INSTALLOJC FRAME TIE -DOWNS
ENGlNE1 R PROVALyI _ ' •;�
DAPIA APPROVAL'
4. ZONE 2/EXPOSURE 'C': 3Z MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 27' MAXWU HEIGHT
���
-
ZONE 3/E)POSURE'C': 30' MAIONUII HEIGHT
'0'.'
.�C .•��1STE "�••
yFG �_
=' -.- ._
ZONE 3/EXPOSURE THIS APPLICATION IS NOT APPLICABLE.
; ' .�. NO ' �L
�`�
ENES70171
_
'��'•.��`G/Z�
�.'�4..`
—.
M-x��.-tea.-..:�.�:.�•
JACOBSEN HOMES
NOTICE: 'LFi�
THESESPEOFICATIONSAND ORAWIN GSARE
'ORAWN BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
DRAWING TITLE:
FIG. 5.0
MONAL, PROPMETMY, D ccwiDENTLAL
AN
MATERIALS OF JACOBSEN MANUFACTLFING
I
P.O. EOX 368
VIC. SUCH NARMAS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695
REOMM fOR S"ECFX R RPOMS AND MAST BE
DRAWING NUMBERm:
PHONE (813) 726-1138
1VT WZDnu A?O SEOV n= OPM
C
AD—TD-0031
43
�E
bN ADDENDUM lG�g�s
1tu5 ��• �'P 0 `�Yc,c1-
4dA ` TE-0°A� ALT. OFFSET UNIT TIE —DOWN SPACING TABLES
6
ZONE II & III/EYP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
,III
WIND ZONE II
WIND ZONE III
WIN. OTY.
EA END OF
ANCHOR
ANGLE
WIN. OTY.
EA END Of
ANCHOR
ANGLE
lam,'
r V
FLOOR
W9DTH
EA. gcnoN
MIN: a
EA. SECTION
MIN. e
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
1
254
2
45'
2
58'
26'-8
2
48'
3
370
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
D BL LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-O'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20`-30'
25'4
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
.4'-0'
4000
25'-30'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. CITY.
EA. END OF
ANCHOR
AN
Mill. CITY.
EA, END OFANGLE
ANCHOR
r
FLOOR
WIDTH
A g EA.
MIN.. a
EA. SECTION
MIN.. e
20'-0'
N/A
N/A
N/A
N/A
24'-O'
2
60'
3
45'
254
2
1 66'
1 3
1 48'
26'-8'
3
1 41'
3
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHORANGLE
SPACING
DEIL HEAD
ANCHORANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
26-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40DOI
20'-30'
2'-8'
4000#
20'-30'
25-4'
12'
4'-0' 1
40DOj
25'-30'
S-2'
4000#
1.5t-30'
26'-8'
12'
4'-0'
40001
15'-30'
3'-2'
4000#
25'-30'
0 S:
ENGINEER I�jBHUillii111p��
DAPIA APPROVAL1.
C •���p'�'APPROVED
BY
OFFSET SECTION MIN THE MARRIAGE LINE WALL E%TEND9IC BEYOND THE ENDWALL of
,•``��
�A�c ��/�'•�
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
WTH THE TABLES ABOVE. THE 9DEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO
�• �Q�,.<<,G\ST
? • Q` No. O
JUN 1 I
BE TIED DOYM IN ACCORDANCE MTIH THE ALT. SPACING TABLES (w-TD-0030).
E ,
rNiPINC
2.SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS
S
'•.
3. SEE AD-TI>,0033 FOR MAXIMUM PIER HEIGHT REOlR1iED FOR THE LOADS TABULATED
ABOVE
��� �� •., /; � i yp•'•a� .�
C
i
JACOBSEN HOMES
i� i i:
rT°zTH:e''
�
1NESE saEai1CA11IINs AND DIUMNGS
`.a
1�TT�, C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAWNG nTLf:
ALT. SPACING TABLES
CIOENTIAL
aaQNAL PRWKTARY. NOW
MATERIALS OF JACOM MAmXACTLRNG
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
ml
REEapoff ► gACilt PJWM NO RM K
DRAWING NUMBER:
AD- TD-0032
PHONE (813) 726-1138
IQPT MWMTIAL AW SEOV Mli OHn
44
�Ar015x°c
�E` , ADDENDUM
pt1 -m5 "
vs �1
`°� �E-A�c� ALTERNATE
Am
TIE —DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING DEDOWNS
mm mu
FIGURE 6.0
SEE FIGURE 11 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
KUM HEIGHT
I
FIGURE 6.1
SER FIGURE 32 FOR RRCOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TZ-DOTy CONFIGURATION A MIE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR WITH A DESIGN IDAD (TORRD7G LOAD) RATING OF
4.000 POUNDS AND AN ULTNA17 -LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQ1HY➢.AHT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE-DONN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE 01
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
ALL WJIO ZONES AND IN BOTH EXPOSURE
INSTALLNG THE FRAME PE -DOWN STRAPS
'C' AND EXPOSURE 'D'. HOWEVER. BY
AT THE 'OUTBOARD' I -BEAN THE MAX
2. SEE OTHER DETAILS FOR BLODIONG (PIER) QUANTITY AND OTHER REOUIREMENTS.
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-00201
RECOMMENDED METHODS FOR INSTALLING FRAME
TIE -DOWNS.
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DOIO).
ENGINEER i//
DAPIA APPROVAL:
(ALSO2 E
C.
DOe I'll,-i
5. ZONE 06URE 'CDZ 3r MAXILNM HEIGHT
��```
F,L -,APPROVED
BY
ZONE 2/EXPOSURE 'D% 24' MAXIMUM HEIGHT�GIS7ER�
'C':
.
-y
ZONE 3/EXPOSURE 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
;' Q No.
E87
i 5 T935
IN-' 1�4INS
STaT�(• � �; =
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Sr
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JACOBSEN HOMES
41/v
THESE SPEOFICA � DRA►ANGS A/0,11,
DRAM.,
ATILT„0 %% C.E.Y.
DATE
5-30-95
REV. LETTER:
m
P.O. BOX 368
ORIGINAL, PROPRIETARY. AND CONiwTUI
MATERIALS OF JACOBSEN 11ANUFACTURINC
DRAWING TITYE:
FIG. G.O & 6.�
SAFETY HARBOR FLORIDA 34695 .
NC, SUQI MATER4IS ARE PROVIDED TO THE
KOKNT FOR SPECFX PJMZ ND ws 6E
DRAWING NUMBER:
PHONE (813) 726-1138
MT COPDDNUL ND moo Tim omm
AD-TD-0033
45
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/E.U. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
t (+�
`1
t t�
MIN.
FLOOR
NDTH
WIND ZONE II
WIND ZONE III
fix. CITY.
EA SENDEC DN
EA SECTION
ANCHOR
AN.
YIN. 6
UK OTY.
EA END OFKANGLE
EA SECTION
ANCHOR
MIN. B
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
1 68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MN.
MAX.
WIND ZONE II
WIND ZONE III
SPRING
DO HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
Low
ANCHOR ANGLEWIDTH
FLOOR
EAVE
OVERHANG
12'-0*
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
6'
5-4'
38501
25'
1 5'4
39601
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL -TIE—DOWN SPACING TABLE
O�
VEIN.
FLOOR
WIND ZONE II
WIND ZONE III
YIN.
FA SO C70
ANCHOR
UK A
UKO1Y.
OF
EEA. Ek SCMN
ANCHOR
ANGLE
MIN.
12'-0'
2
64'
3
47'
12'-0'
3
31'
4
33'
�j
13'-4'
3
1 42'
1 3
1 55'
13'-4'
4
1 30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
Low
ANCHOR ANGLE
SPACING
DEL READ
. Low
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 REQUIRES,,,,.,,000 POUND ANCHORS
NOTES
I. .SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS
2. SEE M-TD-0036 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE LOADS
TOTED ABo\
1 MAX EAVE OVERHANG REFERS 10 OVE]RHANG AT 9DEWALL NOT FRONT OR MAX
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS Y47H 95 1/2'
I -BEAM SPACING. 96- MAXIMUM SIDEWALL HEIGHT AND 6- MAXILIM SIDE
OVERHANG (6- OVERHANG MAX EACH SIDE OF UNITS
ENGIIIRR% \PRCO.LQ� "I,
`•�>p: *&STEgF .F2 -•;
.
N0. 0 •.
_ ENES703571 c
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= e. : •� '
: p�'•/ 1 q -* ��
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DAPIA APPROVAL
APPROVED BY
1 5
7NrAINC,
�"t me
IVA&n
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
nose srEaTlOA7XX((s A DRANNO ARE 411
OILGNN_ PROPRUARX AND OOtewT1AL
MATMALS OF ACOBSEN MANUFACIMNG
P
qG EIO LS ARC ROMIED T11E
9XX MAT
REOMT Fat !KCnC PUtI'033 MC WST BE
tart cOf6TJERTIA A!O moo TRa o11ER5
pgrFnE '.
C.L.Y.
oATE
5=30-95
REV.LETTER
A
DRAWING TITLE.'TO
ALE. SPACING TABLES
DRAWING NUMBER:
AD-TD-0040
46
��s�,o�s
�000�
RvQ� ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
ANGLE mu
FIGURE 7.0
SEE FIGURE L3 FOR RECOWNDED TIE —DOWN METHOD
IMPORTANT NOTICE:.
SEE NOTE 4 FOR
MAT9IUM HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TW USING THIS TIE —DOWN CONFIGURATION A WO CREST PRODUCTS MODEL 57SH (TYPE 2� AUGER ANCHOR TIM ► DESIGN IDAD (WORKING LOAD) RATING OF
4,000 POUNDS AND AN ULTILATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIYI,ANT ANCHOR MLEIIRG THE ABOVE SPECIFICATIONS MADE BY
ANOTfIER MANUFACTURER MAY BE USED IN IEU OF THE STU CREST PRODUCTS ANCHOR
NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS. ALL WIND ZONES AND IN B07H EXPOSURE •C' AND EXPOSURE V, HOWEVER, BY
INSTALLING THE FRAME TE-DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR IHE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035). RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE 'C*: 38* MAXIMUM HEIGHT ZONE 2/EXPOSURE V% 28- MAXIMUM HEIGHT gyp • , DOe i,*' DAPIA APPROVAL
ZONE 3/E7tPOSURE'C': 28' YAX]1RlY 1#>GiiT ```�O�'••�,1STEA APPROVED BY
ZONE 3/EXPOSURE '0': 28" MAXNUM HEIGHT �` ) ; t`
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES riE 87No•
ON
•- = INS
i O •' .,/I ,�D/�( Ate• •: t�f,/ `� caa....:t,. ,w :Jsmsrw�Ao�
JACOBSEN HOMES. THESE SPEanCATIOMSS AN ` fit ORATIINgAn "'��� ' C.L.Y. DATE 5-30-95 REV. LETTER
emwtiL. PROPPoETARY. AND COItux'1AL - DRAWING n7TE.• n
„ P.O. BOX 368 MATMALS OF JACOBSEN MANUFACTURING FIG. 7.0
NC. ,H`
axm MUMS ARE PROHOED TO THE
SAFETY HARBOR, FLORIDA 34695 ff" iT FCR 9UM NWW NO EM BE DRAWING NUMBER
PHONE (813) 726-1138 IOPT C0NFWnk NO SECRET FROI OTHM AD—TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
i
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL 1 B'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP).
FRAME TIE -DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I -BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
;vRNIIAT LONGITUDINAL TIE CONNECTIONS ALSO.
III b Fr/1yvu: -'T`( '
Q No. 0 S
910334 1 -
,1 00o i�
i-0 •• STATE OFON
F
IE D AND 11 OTHER'.
DAPIA APPROVAL
APPROVED EY
0 O*or g6v
N P I
fom mmumcn>wEDr
C016Iti;<JCipNATDSAfETYS�
NOV 2 4 1998
J AC O B S E N HOMES
THESE SPEO 71ONS MD DRAWNCS ARE
OFMNAL PRDPKTARY. AND CON UUMAL
YAIMALS OF MCA MANUFACTURING
MAIM BY:
M.T.
DATE
11-18-98
fRv.
Q
DRAWING TITLE: MISC. TIE —DOWN
P.O. BOX 368
INC SUCH UATETEALS ARE PRDVM TO THE
U
DRAWING NUMBER:
SAFETY HARBOR, -FLORIDA 34695
REOMT FOR SPECFIC PURPOSES MO MT BE
PHONE (813) 726-1138
KUT COWMI I AND SECRET TROM OMS.
AD-TO-0050
40
r ADDENDUM gas
NORMAL TIEWN PACING TABLES
I &
ZONE III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
r
MIN.
WIND ZONE II
WIND ZONE III
V
FLOOR
MIN. CITY.
ANCI13R
YIN. CITY.
ANCHOR
WIDTH
Ell END OF
MOLE
EA. DO OF
ANaE
O�
EA. SECTION
YIN. D
EA. SECTION
UK B
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR .
WIDTH
EAVE
OVERHANG
SPAONG
DEL ICAO
logo
AN00 mf
SPAONG
ANCHOR MC E
LOAD
30'-8'
6'
6'4.
3150I
41-46
5-5-
3150l 1
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 0
WIND ZONE III
FLOOR
ANCHOR
OT
ANCHOR
WIDTH
k D
EA. END of
ANGLE
OF
k O
E/L
�U
O
EA sEcnoN
1m1. a
EA. sEcnav
SEC
ul►� e
K
30'-91
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE n
1 WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
``A° H
LOAD
ANCHOR MOLE
SPACING
D HEAD
ANCHOR ANaE
LOAD
AD
30'-8'
6'
4'-6'
31501
46-50
4'-0"
31501
49-52
VANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. G ivj pp
,,1T11TTTT111T1/�,
NOTES:—
',�DAKA
APPROVAL,.n O S M
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTSM/i�
7E"o'•.
APPROVED BY
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS4TABULATED
ABOVE
' V C.
.
'• D •' ;�
�,.
ROEN1 wMJIK1URED,dE
�. �
CR6I,CJC,9N�XJXalYST4GVlDS
JACOBSEN HOMES.
Nor1c
nTEs< s?ccmcAnoNs ANo URAYRTC$ ARE
AWN BY:
M.T.
DATE
2-8-99
REV. LETTER:
P.O. BOX 368
HE
ORIGINAL.PROPRIETARY. Iwo CMUNTIALANU
MATERIAL$ OF .WCOM MFACTURINGNORM.
INC. RKH MATERIALS ARE PROVIDED 10 THE
DRAWING TITLE:
SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
REOPIDIT rat SPECM RlRrM AM WE DC
1V1 C81t,D Aq AND SECRET mom OTas
DRAWING NUMBER:
AD—TO-0070
�� 49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX PER 0-TD-0010 TAHAI PER WID--010 TABU PER AO-M-MO TOE PER 0-TD-0010 TABLE PER WM-0010 TA E MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET AMU HEAT
6 NTFRY O
OF HOLE (TW1
FIGURE 10.0
SEE FIGURE 20 FOR ALTERIIATE M-DOWN IEI.TROD
i SEE NOTE 5 FDR
MAXMUM HEIGHT
N
f luvl%,li 1V.1
SEE FIGURE 50 FOR AL'fERNAIE W-DOWN 1iE1110D
REF. CALCS. ,' vy A, 01. ,p (. •-
w11a'.._
Ir
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
- -
Elll$ H E '' �r •,�
v:
'%
DAPIA APPROVAL.NOTES:
1. SEE AD-TD-0070 fOR SPACNC TOMQ
NO. �� •�•,
APPROVED BY
2. SEE AD-7D-007O FOR OUANITY OF LONGITUDIAL RE-DONN STRAPS REOEIRED.
910334 =
3. SEE OTHER DETAILS FOR BLOCKNG (PER) QUANTITY AND OTHER REOUREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REWIREMENTS.
V. 56- MA>DIIUM HEIGHT
,.A ; STATE OF W
�i9Q•'•.• / P'•
INC.
5.. ZONE 2,AXPOSURE
ZONE 2AXPOSURE V: 40' MAMMUM HEIGHT
C��C
'•;���F . ND1A�• �%�`
•
�� ,,,,�„�,,,�
n tO"RD5
ZONE 3/DFOSURE V: 56' MAMMUM HEIGHT
�i s'
�L�
cam �
ZONE 3/01PCISURE 1D- 40' MANMUM HEIGHT
JACOBSEN HOMES
NOTICE
uFm sKa=Tm Am m ms Am
°RA M.T.
DATE: 3-1-99
REv. LETIER:
NimrH
P.O. BOX 368
ORIaMM, PROPMAIM. AND COWU MN&
°/i ms OF ARcOMM umWACARM
DRAWING TITLE:
FIGURES 10.0 AND 10.1
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NC. Mm MA70&U ARE PRDYM TO Ili
WY M1 MR 9WIC Plitl'M MID VM BE
aK cW MM NO SEDU FROM OUM
DRAWING NUMBER:
AD—TD-0071
50
ADDENDUM. �s
NORMAL TIE -DOWN ' SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE U
WIND ZONE III
uD ID
EA END OF
EA. SECTION
AN 4ORANGLE
ANGLE
MIN. D
A.* OY.
.Ell END OF
EA. SECTION
AN IOR
ANGLE
ANGLE
UK B
FLOOR WIDTH
WIDTH
l o
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WAND ZONE III
FLOOR
WDTH
EAVEDBIL
OVERHANG
SPACING
pA
ANM �E
SPAONG
D
ANOMR ANGLE
QAD
154
6' EACH SIDE
6'-10'
3150i
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE II
WIND ZONE III
FLOOR
ANGLER
A
C�
EIL END OF
ANGLE
E.A. END OF
ANGLEYIDTH
EA SECTION .
MIN 6
CA SECTION
!AN B
15'-4'
3
30
4
35
10
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZWE 6
WIND ZONE III
SPAONG
DBL Ica
Loa
ANaLaR ANGLE
SPAONG
DL HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
LOAD
154
6' EACH SIDE
4'-6-
31501
42-50
4'-0"
31501
44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS
utuur„
NOTES:
ENGI`P OVAST11 ""I
��
DAPIA APPROVAL•W 9
I. SEE FULL ADOENDuu
FOR ADDITIONAL REWIREUENTS.
.� VP•. G.,��
2. SEE AD-ID-DO73
FOR MAXIL4JM PIER HEIGHTS REQUIRED FOR
No. o •. -
APPROVED BY
TABULATED ABOVE.
THE LOADS
910334
•,
1. MAX EAVE OVERHANG
REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
y, ens �
7a
INPINC.
4. ABOVE TABLES
APPLY TO 184' FLOOR
STATE OF
' g4
I -BEAM SPAONG.
W1DIH5 m1H 95 1/2'
96MAXIMUM SIDEWALL
�'�
�'� ���• P'�
OVERHANG (6'
HEIGHT AND 6' MAXIMUM SIDE
OVERHANG MAX EACH SIDE OF UNIT).
Q \� ���
'' S '
��"11"""'r"�'"iE°
opaTwtta+Abw�Trt a
i
c6
JACOBSEN
HOMES
NOrrTr
1NESE sPErncAnoNS AND oRAWHCS ARE
It BY:
M.T.
DALE:
2-8-99
REV. LETTER
„
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
ORIGINAL PROPMETARY, AND C061DENDAL
MATERIALS OF JkCOBSEN UMWACTURINC
M SUCH uAT1RALS AK PRONOCO TO THE
DRAWING n 1lE
NORM. SPACING TABLES
PHONE (727) 726-1138
�p aCD SE� S MOW I�M
DRAVANC NUMBER:
AD-TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
• SHOWING TIE —DOWN SPACINGS
NAIL PER.AD-TD-0012 TABLE PER AD-TD-M12 TABLE PER AD-M-0012 TABLE PER AD-TD-0012 TABLE PER AD-TO--0012 TARE MAX
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TM-DO►N 1(EMD
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
s SEE NOTE 5 FOR
MA)MM NETQiT
N
lI m' " N --AyriE
or(TIP.) FIGURE 10.3
SEE FIGURE 7.0 FOR ALTERNATE TIE—D01R1 W NOD
Rff. Cuts.
NOTES:
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES.
2. SEE AD-TD-0072 FOR QUANITY OF LONGITUDK TE-DOWN STRAPS REQUIRED.
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FULL. AODE?q N FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/01Pp9URE 'C': 56' MAXIMUM HEIGHT
ZONE 2/DPOSLK V. 56' MAXI" HEIGHT
ZONE 3/E)0'MK 'C': 56' MAXIMUM HEIGHT
ZONE 3/E1POSURE V. 56' MAXaWM HEIGHT
.6%STEq�
Q� No. o'
910334
-q STATE CF
JACOBSEN HOMES
THEg SPECIFlGTIONS AND DRA
'nm A B ARE
El
\pp
P.O. sox 36e
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
OP"A(. PROPRIETARY, AND 00► IMTIAL
MATERIALS OF J CCeSEN MANUFACTURING
HNC. SUON MATMALS ARE PR0MW M THE
I€CRDR FOR SUM RIRPM AND UM BE.
*77 CU FmDMX AND SMV FROM UMM
DRAWING TI
DRAWING N'
52
DAM
NNOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
t
APPROVED BY
0 oor
N 14 INC.
FA1 �1iaF)Mq
,Am x 1 04
M.T. I
DATE. 3-1-99 REV. LETTER:
FIGURES 10.2 AND -10.3
L AD—TD-0073
ADDENDUM
OFFSET UNIT TIE=DOWNSPACIIN D TABLES
10,111
1
ZONE
II & HI/EXP.
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
WIND ZONE A
WIND ZONE III
`J
FLOOR
UK OT1:
END OF
ANm
A
WL OR
00 OF
ANIMI
A LE
WIDTH
U sECDaN
� e
L
FA
EA. sECIIon
L
� e
12'-0'
3
47'
3
61'
IS-4'
2
54'
3
41'.
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE III
ML HEAD
ANC110R ANaf
SPAgNG
WL WAANOIOR
LOAD
ANGLE
FLOOR
EAVE
WIDTH
OVERHANGSPAM
LOAD
12
5'-ON
31501
40'
4'-0'
31501
39'
12'-0*
13'-e
12'
5-T
31501
41'
4'4
30001
40'
15-4'
12
S'-0'
31501
43'
(-Cr
30001
42'
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE II
WR QTY.
END OF
All"
AL
MR CITY.
END OF
ANCHOR
ANGLE
r
FLOOR
WIDTH
U 10N
EA SEC1
Illl a
EA. SfC110N
U
IKL e
V�
�O
12'-0'
4
45'
4
60'
IS-4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE 81
OBL. NERD
man mu
TAMm
M' HEAD
ANm mu
FLOOR
EAVE
WIDTH
OVERHANGSPAM
LDAD
4'-0'
31501
40'
S-T
30001
36'
12'-T
120
IS-4' if 4'4
30651 41' S-T
30001 39'
• 154 12, 4'-0'3001
43' S-T
30001 41'
ENGINEER AP a 0 1 s 1 8., REF. cAl cs C -- U - 17 -1
ca1'cs, C-P- 1.6 col- ►6.1z �,• C. D� p'•.,
� 4
1: OFFSET SECTION VAIN THE MARRIAGE LIE WALL ExIMM BEYOND DE MAIL OF .� ••• . .r
DONN AT TIIE MUM LINE M ACCORDANCE ��.GY �'(1 �I C•,qr t�y ��.
y�, �pp�Qy�
1-' 1'i V V C D BY
- THE ADJACENT SECflON MUST BE LAD �,,'
WITH THE TABLES ABOVE. N SIDEWAM SIDE AND 11E ADJACENT
SECTO KS) ARE TO '•
BE TIED DOWN IN ACCORDANCE 111H 1 E NORMAL SPACING TABLES (SEE AD-TD-0010
JUN
FOR 12'-0' t 13'-4' WDES, AND AD-ID-0070 FOR 15- 4' WDES}
SEE FOR ADDITIONAL REQUIREMENTS w
INC.
2. AD-M-0001
-Io
•`^ E
,STA
3 SEE AD-TD-0081 FOR MA)AMliwl PIER NENIIT REQUIRED FFORTHE LOADS TABULATED .� (ORIOp; ••a��/Q�e'
LMANUFACTUREO HOA1E
ABOVE
.u. ••.......•
JACOBSEN HOMES
,� �«� �► +��' es��o��''��'lu1•T• DATE: e_g_O4 '�'' `�`
Mo oRArMNc nnE
A
MATEM O trANtlF OFFSET
W7E501
SPACING TABLES
P.O. BOX 368
,. SAFETY 95
A
W. 511CII MAII>aAI.S AFE W
DRAWING NULLBER
WT
AD-TD-OWO
�E`702R7)FLORIDA
26-1138
coN�
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECDON)
SHOWING IE-DOWN SPACINGS
5F
Is
FIGURE 11.0
SO MIN 4.0 MR AIMIIAR TIB—DOWN 11ITMD
TYP. CROSS SECTIONS)
SHOWING XDOWNS
SEE NOIE 5 FOZ
NA101R111 MW
[TAM ON AD-1D-0010 pQ K WY
m MR SIAOAID mmi- EE SFERDIS
OF X LA1T -SEE WE I, AD10-OCK)
TIP. FLOOR SY51T11--7
r F— AM = ANWOR R f F— mm ANDS
ANDS ANaE �6 � • c,qu.�i .�G
FIGURE 11.1
s>DzHIM &0 CDR etTEM a -ME so
NOTES:
1. SEE AD-B-00110 FOR SPAM TABLES (OFM SECW O1L».
2. SEE AD-1D-0060 FOR WARTY OF L007M TE-DO11M STRAPS REMO.
(OFFSET SECTO CNLY)
3. SEE OTHER DETAILS FOR BLOOW (PIER) OLIMITY MID OTHER REWROOTS.
4. SEE AD-11D-0001 FOR ADDI1O& REOIRREMENTS.
5, ZOE• 2/E»061xtE V: 48' MADMI NXHT
ZOE 2/EID'OSX TY: 40' MA)01i1UM HEGGHT-36' FOR 12'-0' WIDE UNITS
ZONE 3/tXPO E 'C': 48' MAXIUM HEIGHT
ZONE 3/b(POSLIRE V: 40' MAWN HEIGHT
11P.
AMOIOR AIDE--1 R
9,01
FIGURE 11.2 1 r,08
14 roe etMEM 70—DOIN V=D
19.
r+..wvn r .,.�O OAPIA APPROVAL
7�` ?Bv .
��~ .:�G�Fi� PPROVED BY
JUN 11 20
INC.
URED HOME
SA MSTANDAROS
JACOBSEN HOMES
MTICl+ ;"
nEsE SKaFlIG►MM NO MAIM
, �"" M.T.
6-8-04
P.O.
ARE
wrukww. . rn%n' ATARY, AMC MAWIUMIM
YA1E1 U OF dACOB5EII MMU ACM M'
20 MAMMS ARE PROW= 10 IK
DRAWNG nnE
FIG. 11.0, )) .) 8C 11.2
R, FLORIDAW_
SAFETY HARBOR, ORI34695
NNW FOR SF1:OrttC PUNT 1YD kW EE
DRAy" NLNBER:
/L11
PHONE (727) 726-1138
VT CDFR BRAL AND SYC U FADI GKIM
AD— TD-0081
GA
ADDENDUM
4
.
ALTERNATE OFFSET UN1T TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. -SEE AD—TD-0060 FOR SPACWG TABLES (OFFSET SECTION DNLY).
2. ' SEE AD—TD-0080 FOR OUANITY OF LONOIUDIAL TIE —DOWN STRAPS REOUIRED.
(OFFSET SECIION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUMTITY AND OTHER REOUIRENENTS.
4. SEE AD-70-0001 FOR A00I7IONAL REOUIRENENTS.
? 910334 .
* yea •'
STA1 `.Oi
SECTION
*a
STRL. ;+u Y;�..
NOTICE DRAWN BY: R.
R DATE: 5-9-01 REV' LETTER:
J A C O BS EN HOMES THESE spECR1CATiONS AND DRAVAM S AM
ORICRIAL. PROMITARY. AND OOHiMIAL DRAWING TITLE:
P.O. BOX 368 VVENIALS OF JACMSEII MANUFACTU " FIG. 12.0 -
WC. SUCH NAMVJ ARE FRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 AUTADfT FOR SKOFIC FUIPOMS AID MUST K DRAWING NUIIBER
PHONE (727) 726-1138 *FT COMMIAu AHO SECKI RM OTHM AD—TD-0082
55
108" HIGH SmEWALLD7ENU�1Y1 PA¢ING TABLES So &U O�
ZONE II &Ili/EXP. C & D 10•
j LONGITgDINAL TIE -DOWN SPACING TABLE
(+� MIN.. YMND ZONE N WIND ZONE N
r FLOOR rt 01r. NKM wL an. Aqm
WroTH QD GF #" EA. W OF ANQE
O� S£CAON WL 0 EA. SECU MN. 0
26'-T 3 42' 3 53'
364 1 j 3 52' 4 45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
i SPACING TABLE
MIN.
MAX.
WIND ZONE N
MW ZONE I
FLOOR MOTH
EAIVE
OVERHANG
SPA=
Lm
MOM AKE
SPAM
°��
AMm AN(7E
26'-8'
6'
6'-8'
31501
40' 50'
6-4'
3150 f
40' 50'
6'
6'-8'
31501
40 -50`
5-4'
31501
40'-50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
MIN.
WINO ZONE I
W ND ZONE M
'� ••
FLOOR
0
rWOMTIF
ANOW
ANfiE
WL 0rc
Ell E!D ff
MOO
ANIIE
WIDTH
11oN
O�
MN. ®
EA. SE=
WL 8
26'-8'
4
41'
4
5T
30'-8'
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAIL
WNO ZONE A
WIND ZONE U
FLU
OVFERRIIANG
SPAM
Lm
NIM MCLE
SPAQ16
ANM AMQE
u�
26'-8'
6'
S-4'
31501
40'-50'
4'-0�
31501
40'-45'
30'-8'
6' 1
5-4'
31501
40'-50'
4'-0'
mot
40 -45-
VONDZONE M
(110 MPH)
20 PSF ROOF
10 PSF D.L
lu cAms
— ►�i �G� — 6 , 2-.3
j%11 it
NOTES: O
'wtlFicq":'"''
oAl'u APPROVAL
ADO
1. SEEFRIMfM)Ilwl FOR A110111piAL REDUIREl1QI1S
: (��' �•:
APPROVED BY '
z SM m-1°-M FOR wA> M PIS NElM FfauFn FOR TW LOADS
j No. 0045484 4
'
TA81JlA1FD ABOVE
INC.
. ORIO•.
rrr�'`S► • ....•• ��: .+'
FEDERAL MANUFACTURED HOW E
•,1 TFa�p ECG ,:'
CONSTRUC110NANDSAFEPtSTANDARUS
+'•� .•+•`
JUL 2 7 2004
JACOBSEN HOMES
1X �CA>S AG WAS. AW
MANM.T.
DAZE 07-20-04
�'
P.O. BOX 368
aA MAL RRWFWtNM NO Omi10 "X
YA7ERV S OF AAOOBSfII LWWACPJM
Me 9l01 YAWNALS ME PWADW 10 1K
DRANNG MILE:
108' HIGH SIDEWAII SPAaNG TABLEs
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
FIRE 1 R11 SW P11li'M NO OW K
w" cmmft me s mw nm OKM
BRAMNG Ml*MM
A1)- -0083
Ia
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
• SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION I I
SHOWING TEDOWNS TIP•RM
ANm MILE
SET Ailm "
FIGURE 10.0
FIGURE 10.1
TIP ass-liam
—Om
SE IIOTE 5 RUt
� Ioarr
AMOIOIt � �
VAND20NE 11
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. cxcs C 51/ (— 10, 2 3
NOTES: DAPS APPMAL:
=' �o = ' Q;1F ' • � APPROVED BY
VSEE Ao-TD-ooa� FOR sPAac TAelEs � : G� • • �.
2 SEE *-M-M FOR OUANTr OF Lp1QTUDIAI. X-000 STRAPS REOUIM :' NO !
i SEE OTHER DETAIS FOR ELWaNO (PER) OUMITT AND OTHER REOIXOD1TS
4. SEE RIIL ADDIDDINA FOR ADDITIONAL REWRE10TS; .
S Z0NE'2/0(POSIIRE %': 36' MAMM1M HEIGHT INC.
ZONE 2/0(POSIE V.- 2r MADMIM HEIGHT i � •• �`l ? �v1
ZQE3/0POSURE'C':36'YADYUYHEIGHT ��Cij�'••.0R!a►••� e� FEDERALMANUFACTUM0HOME
ZONE 3 RE V. 3Y YAMMN HEIGHT CONSTRUCTION AND SAFETY
�i aT �• .` STAUOA-RLISSy
6. ALL sPEdFlGinoHS ARE BASED ON 20' ROOF AHGLE wuL 'a•.f � d t101 { LUu'�
NOT=: M.T. 07-20-04
JACOBSEN HOMES m me Am
wim BY,
P.O. BOX 36e � w�PROMMA` 10 1HE FIGURES 10.0 AND 10.1
SAFETY HARBOR, FLORIDA 34695 AMpofr Nm gm roan No OW 1E DRAMN6
PHONE (727) 726-1138 ITT MCMA K N+o gmLT FM Dim AD—TD-0084
57
- ADDENDUM �oR�
. 108" NIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE II & III/EXP.. C do D
LONGITUDINAL TIE —DOWN SPACING TABLE
MM.
wwo tors I VArro LONE 19
�
.FLOOR
WL on
moia IR on
xraaH
rhDTN
EA E1D Cr
ANQF EA DD OF
ANfii
�� lr
�O
EA SEtnaH
IEIL O EA SEcno+
iHK e
23'4
2
58' 3
43'
24'-0'
2
62' 3
45'
.. VERTICAi-TIE —DOWN FRAME -TIE —DOWN SPACING -TABLE
NN.
MAX
- WIND ZONE 1
H'WD ZONE 61 .
FLOOR
YADTH
EAVE
OVERHANG
. s°Aonc -
°eL HEA°
ASO+oa AHG1E
saAorc
OL HE�o
ANoroR ru+aa
Lazo
6'-8'
3150 j
49'
3150
45'
24'-0'
6'
6'=8' .
3150
49'
3150
45'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN,
- With. ZONE
1
1NND LONE 11
FLOOR
YN. OTT.
ANOiOR
UK an
ANQ�R
WIDTH
EA END or
ANGLE
EA END a
ARnF
O�
EA S+'CApi
YIL Q
EA 510Q1
Y9L 1
23'-4'
3
48'
4
43'
24'-0'
3
50'
4
'45'
VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE
' 1UtL -
MAX
W110 Za'E 1
HIND ZONE IA
Hi�
OVEI�UNG
��
Loa
NowmuSPAOIC
"Lim
ANWQI ANQE
23'-4'
6'
S'-4'
31
4T
4'-p'
31
43'
24'-O'
6'
5-4'
31501
41'
4'-0'
3150
43'
108' MAX 9DEWALL HOW MANDZONE H/IU
(>>to MPH)
20 PSF ROOF
lO PSF OL
W. CALM
NOTES:
OAPN APPfiOV/ll:
I. SEE F{ili ADOElA1llY FOR AOD1110NAL REOUMVi15. �
� � V�`; '4 ^`,� J • M
�, u
APPROVED BY
ON
2. SEE AU-10-0066 FOR YAIOWM PIER NDQi1T REOUdiED FORM LO a
TABULATED ABOVE a
��• "���
�
•13,2006
Ar�
iuV•
4L
•46
FED61�1 Y�N/FACR�E®M01E
COIISiRUCf101�A1105KE1Y 5TANDMDS
JACOBSEN HOMES
AESESrEORG„101�6A�ORAM>tiGS�'
"' R.R.
DA1� ��-2$-06
`�' `��'�"
� r.a eox 368
ONIR84L /R0�lLWiC AM t7t7i10E111AL DRAiWC
wmn�us or wANurAcLOwc
MOM
Nc atw wmuu AK tMDwm To imc
A1LE:
108' HIGH SIDEIYAIl SPAdNC TABLES
SAFETY ilAA80R, FLORIDA J4ti93 -
vnoNE (�tT) 726-•1136 -
Dlt FO
RorR Sqi" 17�►nsET Aq NtST K DRAMNC
Ivy mmme.0 no sma ma oRas
.
MJIiBEft
AD-TD-0085 •
58
ADDENDUM
TIE -DOWN SYSTEM:
TYPICAL SIDE ELEVATION
TYPICAL CROSS SECTION
SHOWING TIEDOMIS
FIGURE 10-0*
1'1P ROCR SCO-7 - III Tw
■m m mamma Vhak I A, = mmon 0-a
t ttawam
ANDO ARM 01 ~ SIABUM
su moo we Wo WR mmm VANDZaNE 1/m
-�—M--9 (110
or mr(TV1 FIGURE 10.1 20 IPSF ROOF
10 PSF D-L
1u. CALM
ofts,
CAM AFTMAU
NOTES: o
APPROWED
i. SEE A-M-0005 FOR U SPACDCMES, BY
z SEEAD-M-M FM GJMM OF LMITWAL X-OM STRAPS REOUF0.
I WE 010 DOM RM BLOOM (PIER) QUANTITY AND 0110 REWMENTS. B4
4. SEE M AMmm Fm ADDITIONAL PEOXODIM ec 13,2006
ZONE 2/DFOM -'V6 44" HAWN HM
IN A me 2/Dpo51XTE v. 21r umm Nwa z I7NC.
ZONE 3
FEDERAL RU64MACMMD "DOE
41.
44- *AMU IW(T % ! CONSWAXTM NO SAFETY STANDARDS
ZONE 3r MAX" HEVff •c
t. ALL 9VMTM ARE BASER ON 27 ROOFANQj MAX AND 1W MAX V.
F
Non= R.R. 11-28-06 REV. LEMR;
r= JACOBSEN HOMES WAS" NO UMM AK
WOOL "a"Elm. AMR 9"win WAWRC 11u.
mAimms OF J%cm= uWxkvm FIGURES 1,0.0 AND 10.1
P.O. BOX 36a W go MAMW AM FWAK0 TO INE
F FoH SAMY HARBOR. FLOROA 34695 f Rat vwm plum Am "m K DRAWK NIMBER:
PHONE (727) 726-1135 luf cmncmvAL so SEW 1201 Owm AD—M-0086
ou
ADDENDUM - �
(108 �IDEWALLP) ���
&1
NORZLE1EXN&TDBLEB . 31
ONEII & %P�d
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
SIN •
#ND Zak It
00 ZOW Is
Wt OR
EA. Op or
s
ro
OTr
d�P
r
FLOOR
1�
40�
Ek SEECnt*
II+t e
12'-0`
2
53'
3
40'
13 -4`
3
37'
3
45
15 4
3
45'
4
4(T
VERTICAL TIE -DOWN / FRAME TIE- DOWN PPACINO TABLE
VIN.
VAX
JAD ZONE ll
AD ZONE NI
SPA*
VAX pa HmTAm
Air
SPAO)f
uA�
A400 AItw
FLOO
OYEAVE
12'-0'
6' EACH SIDE
5'-4'
72"
35' TO 40'
54
3T
45'
13'-4'
6' EACH SIDE
! 5'-4'
w
3Y TO 40'
5-4`
4t
45
15'-4"
6` EACH SDE
T-4'
w
40'
54
46"
45'
LONGITUDINAL TIE- DOWN IPACING TABLE
j�j�
ZONE Il0
ZONE IN
�cTlolt
•
i� �
r
FLOOR
�
��
.,ta
4i�. a
aor
40�lv\
12'-0'
3
44•
4
40'
13'-4"
3
52'
4
45'
4
44'
4
�•
VI;IRTIGAL TIE -DOWN / FRAME TIE- DOWN 0PACINU TABLE]
Y
D ZONE 1
ZONE st
SPA*
V�ot
A4W A)Wl
VA*
Wm m
HEMI
AhOa AhU$
FLOM
00TH
EAVE
OVERHANG
12'-Or
6 EACH ii
4'-0Y
&
37'
4'-0'
34'
40' TO 45•
13'-4'
6 EACH SIDE
4'41
72`
40'
4,-If3r
40170 45'
15-4"
6' EACH
4'-T
W
40'
4'-T
42'
41T TO 45'
NOTE: THEN ANCHOR ANGLE FROM VERTICAL CANNOT BED
FF
ACHIEVED. ADD APPROVED STABILIZER PLATE. , �
(SEE NOTE #83 FOR ROVES SET IN FLORIDA `��,' "•sa
„ �.V1�+ •',,
+�°i (�' ; �f 4• •. `i.� p
"�l4;.
DAPIA APPROVAL:
APPROVED BY
1. SEE FU L AODE4AN FOR ADDITIONAL NEOUnEyENtS,
' .' ✓
••••
2 TAME ON ANCHOR *WI* LOAD OF 3,15p1 AND DLAGONAL TIE TO
..
n i 2. `� -' :i t
Mar 25,2008
IN AINC.VAY,
EAVE OVERHANG REFERS TO OVERHANG AT SIDEIIIALL NOT FRONTOR REAR
•.+7-
FEDERAL WINUFACNfD?D XDtlE
CONSTRUCOON AND SAFETY STANDARDS
�u
4, TABLES APPLY TO I44• LBO', AND 184• FLOOR #o iH 4S I/Y
I D SPACK I08' IJAXVUl SOE*ALL HMT AND Ir FAA>Aillli WE
-� r. >�
p �•� '. :••�i :. - v
OVERHANG (6" OVERHANG VAX EACH WE OF *1
•oJS��'•.;`�/oP.IvP:�
���
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ANCm SET N nmA• SEE DIiY ROLE m EFFECTIVE VAROH 2% 1999
,�On, fi•...._.-�_ : ;t:4,��
JACOB4OEN HOUE0
ii0101d@
�� N+�� ME
L
o.i .T•
BATE:
12-11-07
REV. LETIER:
IxHA MIc nnE
NORM. SPACING TABLES
T® P.O. Box 368
+�owsENAk>FA�
" � y,,, „w A m
rK
SAFE
PHONE TY E((727) 726 D 138 95
FOR 9M
aptr-01�EMak Alp g� 14 um
DR G
AD- TD-oo87
__ _._ _ —•— _ bU
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
cm. "t Ot m . , Its.
TWO PER SHEARNALLS
(ALL STUAh0 M
VC-com Aim
ttr. s/K tDCm I , crr. 3/1
C tMC "T It
" Ix sale
1 ~
I" PTEB SHE WA LS
(ALL SITUAWM
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m,.c IRAT K
RAC 41 foil
NOTE I srt NOTF I v
"gF HOW T SM NOTE IA'
3EE NOTES 2 AW I Q
A
SM MOM 2 AND I A
MER RCQb
PIM FWD
ra om
m iub
IRS LOCATW
MS LDCATION
NS LOCAT"
TRS LOCAnoH
FIGURE 8, 0
FIGURE 8.1
THE DETAIL ADOYE IS SHOWti WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEYER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL ''lF VALUES.
2�
` DAM APFKVN-1
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(vwoT fwfqRtL AT fAGtI f}o a� adsn frFcuauas a< iE oa•� sTww kcaave�tTsl 91d�34 � ¢
k il0 SfK AWALL S LCCATW A KK A XLS f<a MU tO011T Mn-WB 7Q no �r � �'� i * EAAL MANUFACTURED HOME
tip RtalApEa (� 9fURwlL t:o3litDofq ALL IIlES .T �o 4 I; NSTRUCTION A,YD SAFETY STANDARDS
Am XL BTAT� s<, cT
t,
xk
JACOBSEN HOMES Kanc� R.R. 02--01-00
>t�x a,eonaraa A+o manor
TORW
P.P. Epx 39 MATUtkr of y=W" K S/W TIE/P(ER REQ.
WETT HARBckI FLORIDA 31505 �T � �C two Ole
DRAWNG PHow_ (727) 724-1138 fi r oxW_v4H tro acxf ream "rem afix'
AD-TD-IOQ
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
Ci1111413 MAY BE FLAT OR SLOPED
NOTES: 217114
I. OROIND A404ORS 10 BE RATED FOR AN ULTIMATE LOAD OF 4725) (3150 OM014 LOAD] .
(SEE AD-M-om*1'(7D-OFILERAL NOTES] FOR NOTES ON FROUIO APY3ROR KSTAI1AT10N.)
2. KSTALL A PER AT EACH END OF THE %WWALL JOISTS (PER THE ABCYE DETAILS).
3. *EW SFFARWATL IS LOWED ABOVE A SOUD IE40ER (RILL Wj" CROSS-YDMp..) KO
TTE-M'4 STRAPS. OR PIERS ARE REOMED (ALL SHEARWALL CONFIWRATIOHS. ALL ZONES
AND ALL WORM).
4. TIE -DOWN STRAP REOUIRED AT EACH END OF JOISTS, ALL OB: AM CONFlDJRAD0N5.
I. CEIUC S`fDWS FLAT -OPT, CAlHZDRAL OR SLOPED CEILING MAY BE USED. f
S. FULL WOTH SITEARWALhS ARE SHOW IN TM DE AIL •ABOVE. HOWEVER. RNY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
DE VIEW
X .035' 71E-DOWN STRAP
JOIJS ARLUM JOISTS.
END VIEW
350 PLF MAXMUN SHEARWALL
DES.'GH VILUE (PC; WALL)
1 1/4- X .035- rC-^.CYM STRAP
CONTINUCJs ARCJ.O JOISTS.
0 E®:�1PfiIOVAL: :� �y %. DAPIA
vim-,• •�,���
APPROVED 13Y 9
1 4
*ffm-
MEW uu+LsFl:•tE; .ruE
JACOBSEN HOMES � SPECIFICATIONS 'AND MAWNGS ARE DRAWN BY: R.R DAIE 2-6-96 REV. LETTER:
ORAL, PROPRUARY, AND COrMITIAL DRAVANG TITLE:
MAlER.AL5 OF JACOBS94 YANUFACTL'RIRO
!pm
� P.O. BOX W- SLQ w�A1 1s ARE PROVM TO THEWN DBL. S W CONnG. T)E-DO
SAFETY HARBOR, FLORIDAI 34695 REOPOI FOR S-EOFIC P-WR ES MD %MT LE ORAWNG HUMEM:
PHONE (613) 726-1138 CFPT COwv.wTUL me W-cut nmw o1F1ERs. AD-TO-0110
R9
s
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PUF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
36' MIN. CONTINUOUS AROUND JOISTS.
P TD
- NOTES:
I. GROUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD]
• (SEE AD-TD-DD01 [TD-4TNERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EAOH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3. MHEH SKARWALL IS LOCATED ABOVE A SOLID HEADER (FURL HEIGHT CROSS -MEW) NO
IIE-DOIN STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CWWRATIONS. ALL ZONES
AND ALL EXPOSURES}
4. TIE-DOW'I STRAP REOUDRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR CONfIWRATION SHEARWALL MAY BE USED.
7. IRS DETA.'L MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035" TIE=DOYN STRAP
CONTINUOUS AROUND JOISTS.
John C. Doeden,*P.E.
15133 C. R. 22
Goshen, IN 46526
LN IS A TRIPLE WADE RAFTER,
I APPLICABLE TO STANDARD
ILE WIDE TRUSSES.
4D VIEW
X .035" TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (I EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
C
DAPIA APPROVAL
APPROVED BY 5 1
1
r"
=kvww'mmKw Q%
JACOBSEN HOMES
NOTICE'
THESE SPE011uttUINS AND
DRAWN BY:
R.R.
DAZE:
4-09-96
REV. LETTER:
0ItAMN4S ARE
ORIGNAL. PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOOSEN MANUFACTURING
DRAWING E
{� S/W CONFIG. TIE
A
„
P.O.eox 368
WC. 9KH MAMOLS ARE PRONDED 10 THE
—DOWN
SAFETY HARBOR, FLORIDA 34695
REOMT FCR SPECFX PlItPM AND IMT BE
DRAWING NUMBER:
PHONE (813) 726-1138
IVT OMMENRAL AID SEOIFT rF" CTIM
AD—TD-10111
63
PORCH ANCHORING
r
DOUBLE HEADED 3,1!
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCIONG
X .035" TIE -DOWN STRAP
IOUS AROUND STRAP BLOCKS.
_ WINDZONE III
t�z..: �• �•'' EXPOSURE C
(Ila MPH)
'. 20 PSF ROOF
REF. CALCS -, C WA - i OP ,O 1 -
1�1�p" A APPROVAL
E1.:� PPROVED BY
- NOTICE: DRAWN BY'
JACOBSEN HOMES 1W SKCMTM NO CRAMMM AEEE: M.T
OEaaNN, PROPRIETARY. MD.CONE10EN1AL DRAWNG MILE:
w
P.O. BOX 368 YA71RAL5 OF JAMSEX UNAFACTU"
ENG WW EUTMA S AW PRMM TO THE
SAFETY HARBOR. FLORIDA 34695 RFA W rCR SPEUM R NM K Mf5T BE DRAWING NUMBER:
PHONE (727) 726-1138 KEPT CONNO UK AM g'A`_T EROI OTNERS.
II VC.
DERAL MANUFACTURED HOME
)NSTRUC110N A,NDWETY STANDARDS
INC Iii i ma
DATE REV. LETTER:
12-13-03
PORCH ANCHORING -
AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE-D(
(FACTORY INSTALLED)
FLOOR
I
CRIMP SEAL
(]150# WORKING LOAD)
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT —I
CAPABLE OF RESISTINGTHE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SET- OTHER
DETAILS FOR TABLES) I I
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
s
iC
W
N
F6-
W
VERTICAL TIE -DOWN
TYPE 1, FINISH B. w
GRADE I STEEL STRAPPING c
1 1/4" WADE k 0.035"
IN THICKNESS, CERTIFIED BY ui
A REGISTERED PROFESSIONAL ts
IWN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.-
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS. RADIUS CLIP
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CUP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4* X 0.OW TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CLIP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET *QLMP--Qr THE RADIUS CUP.
,`lttttnulurrrgr
4.```�`N S- Doe4
�fi OVA 0 Q •. '�i. DAPIA APPROVAL -
NOTES:
:• •�
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME ENl`�J70357 _ PROVED BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL IPA 1 5
-�--
JUN
BY AND INSTALLED BY OTHERS- ON SITE. - T�A%F/ r =
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O • f.✓ !y k,�.`
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION. IN(�
AMAKFOCUM
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS rO1A1OT IDEP��
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCIOR BRAGKt1 AND TIE-DOYM
OF EXTERNAL. STRAPS OR CABLES (SEE RADIUS CLIP). DEYIEES ARE CERTIFIED BY OTHERS
N077CE: DRAW BY: DATE REV. LETTER
JACOBSEN HOMES MSE WEanGN5 AN 110D ORAWNM ARE C.L.Y. 5-31-95
P1Ay� DRAYANG TIT1E mATERALS OF �ALT. TIE -DOWN APPL A
P.O. BOX 368 HG M YATERINS ARE PROMIED TO 11tE
SAFETY HARBOR, FLORIDA 34695 RECPDn rOR 9'ECIM PtlAl= kO tWS BE DRAYANG NUUBER:
PHONE (813) 726-1138 Wq COKW%4L MV SE00 rROW OTHERS AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUCH•—�
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
10
I r
DIACONAL FRAME TIE
I
I
_I ANCHORING EQUIPMENT _
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE —DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED. USE VERTICAL
TIE —DOWN TYPE I. 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 ASMA STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
r
NOTES:
ENS: = PRQA� E' • : l ;;,
DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL
_� Q` No. `0 '
FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT
910334 —
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
* —2—
APPROVED BY
2 ANCHSHALLRING HAVEEAUIPMENT RESISTANCE EXPOSED
D lEAATHTO EATHERING R DE TERIOR—
— "� ' STATE C��
REVISED
ATION.
: ;p '
AN \c'
1023196
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
THE
.�
INC.
OF EXTERNAL STRAPS OR CABLESWHERE S THE USE'���
ANCHORING SYSTEM E(SEEERADUS
A+n
CL P).
�tlw��vj
SIANDOW
JACOBSEN HOMES
NOTICE
iNEsE mnanoNs AND DRAMA ARE
DRAWN'BY:
R.R.
DATE
10-05-96
REV. LETTER
®
P.O. BOX 368
DMONAL PROPMETARY. AND W41DENTUL
MATMALS OF JAURW COSZN MNTUFACTC
W. 9JOi NATEMU ARE PROW= TO
DRAWING TIRE
ALT. TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695
THE
R10" IT FOR SPECIFIC Pin= no NMI a[
DRAWING NUMBER
PHONE (813) 726-1135
KEPT cpam ilk NO SEMa FROU OTKn
AD-TO-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
'A' COLUMN'8'�
0�COLUYN
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B'
COLUMN 'C' COLUMN '0'
f
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS
SEE TABLE FOR SPAN COL 'r SEE TABLE FOR MAX SPAN FOR COL 'G'
COLUMN 'E' r . COLWN 'G'
�COLUMN
SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN 'F
MAXIMUM_ ALLOWABLE SPAN
TYPE OF ANCHORING REO'D
(SEE AD-TD-0251,
COLUMNS 'K. 'C', 'D' OR 'E
COLUMNS OR 'G'
COLUMN f
AD-1D-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE 1
EXP. 'C
EXP. V
EXP. 'C'
EXP. 13'
EXP. 'C'
EXP. V
EXP. 'C'
EXP. 'D'
EXP. 'C
EXP. 'D'
EXP. 'C'
EXP. 'D'
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
2Y-7'
4S-0'
29'-6'
33'-9'
2Y-7'
4S-0'
29'-6'
33'-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
W-10'
11'-10'
21'-6'
14'-9'
16'-10'
Ti'-10'
21'-6"
14'-9'
W-10'
11'-10'
I - 40001 ANCHOR
27-3'
18'-9'
21'-5'
15-0'
27-3'
18'-9'
21'-5'
15-0'
27-3'
18'-9'
21'-5'
IS-0'
NOTES'
ENGINEER APPROVAL:DAPIA
APPROVAL'
APPROVED BY(,
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECNFIC INFO. ON ANCHORS.
jLIN 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
'N AINC,
INSTALLATION.
John C. Doeden.l.
Kmow
15133 C. R. 22
Goshen, IN 46526
JACOBSEN HOMES
NOnC&
msE SPEOITUTIONS AM DRAWINGS ARE
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER:
CRIGNAL PROPRIETARY, AND COW1DO1TIAL
/ `
DRAWING TITLE:
TIE APPL.
„ P.O. BOX 368
MATERIALS OF N MMNUFACTUIW
WC SUCH YATERULS AK PRONOED TO THE
COL —DOWN
I! -a`
DRAWING NUMBER
AD—TD-0250
SAFETY HARBOR FLORIDA 34695
PHONE (813) 726-1138
110W Fat VEM PJM0 NO MIST RE
PVT o mInk AIO MCWT Im DOERS
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
35 AN0.E I I -
III —III —
ANCHORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
.NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT,SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI —WIDE
ATTACHED
ANCHORS
_111nu1111a•,..
VERTICAL TIE —DOWN
TYPE 1. FINISH B.
GRADE I STEEL STRAPPING
1 1 /4' WIDE do 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
DAPIA APPROVAL
Or.•G�STE�'
Q� No.
ENE8703571 •*
y
�fs�ONAI
AF1= =:::. BY Jta,,,-
.� -1 .EMI 1 5
ROEIYRY,MIALTI�IOE INC
�1>aAIo�E1T�,m;
JACOBSEN HOMES
■
P.O. BOX 368
„
N097CE ' -.••
THESE SPE011CATIOMS AMDRAMIMCS ARE
ON(MAL. PRCMVART. AM COIGTODITK
MATH S OF JACOBSEM MANUFACn MO
TIRAWN BY:
C.L.Y.
DATE
5-31-95
REv LETTER:
n
DRAWING TIRE-
COL. TIE -DOWN
SAFETY HARBOR. FLORIDA 34695
NC m IIA7m$LS ARE PRomm TO 11iE
FORM T01 9W PIfiP M 40 KM BE
,APPL.
H
DRAWING NUMBER
PHONE (813) 726-1138
WEPT LOKWRk AM SECRET n= OTrM
AD-TU-0251
66
ADDENDUM
COLUMN TIE —DOWN APPLICATION
MARRIAGE LINE OF MULII-w.DE
FLOOR 11 FLOOR
—VERTICAL TIE —DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE k 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
O
THE WORKING LOAD
0
OF 3150 1 WN.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCH,O,R,,,(3150#)
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED .BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO' WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
O� :• ........
� c'�` '�•�
No. Fo''?' ' PROVED BY A,
NE87
_ INC
�►' . �/`/O' ��' ��'��� waw.nr�cn,�toE I V �s
ss1.0NAt
JACOBSEN HOMES r10•nc� BY: DALE: REV. LETTER
ntESE sPEarlcAnaru ANO pwtwxts Ara C.L.Y. 5-25-95
ORMAL PROPWAA/Eo ttN DO R1f M DRAWING TITM
P.O. BOX 368 MA7MALSOF " T"G COL X-DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 REt> W fat SKCM ROM NO WA K DRAWING NUMBER:
PHONE (813) 726-1138 w7 Oait ftq Am ma r rzx of M AD—TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
7-1
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE k 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
T1=TTI— —
=1I1—
ATTACHED TO. A
ANCHOR (4.000#)
��, �G�STE9FUF�
No. o
s
APPROVAL•
10V�ED BYA,
9 �1 jM 1 5 lei
INIM INC
aounrNar.ciu®wt
W 6iAYC1p1 NO SiMLiT i9VOM�
NOMCC .", IwAviler. DATE W.V. tFT1ER
JACOBSEN HOMES 1►ExsKancAmSlmuAwmAm C.E.Y. 5-25-95
m
OIE0 UL PROPWARY. AID MmEmim DRAWING T1TLEP.O. Box 368 MA1MA S Of R MANUfAOUMGCOL. TIE -DOWN APPE.
SAFETY HARBOR. FLORIDA 34695 RE�r FOR 9[CF a R� NO TO THE
ESE DRAWWG NWBER:
PHONE (813) 726-1138 K" cwmnx AID smu no OHM AD-TD-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN! 'A' COLUMN 'B'
I � SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR b' `I
r 1
COLUMN •C' COLUMN b'
�.
APPROVED BY
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS OR b'
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR YAK SPAN
FCR COL1"040""INC.MANUFACTURED
ElOt.1=
RUCTICINAND SAFETY SWICIAROS
MAR 0 3 1999
COLUMN 'E' 'F COLUMN
- �COLUMN
-
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMN
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORM REC D
COLUMNS 'A', 'C, b' OR
MAW b' OR 'C
COLUMN r
(SEE AD-711--0251,
AD-TD-M AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-•TD-O2S3)
SEE NOTE 1
Ems. 'C'
EXP. b'
EXP. 'C
EXP. b'
W. 'C
EXP. b'
EXP. C•
EXP. b'
DIP 'C
EXP. V
EXP 'C
EXP b'
2 - 31501 ANCHORS
37'-4'
25'-6'
29'-4'
20'-4'
37-4'
25!-6*
29'-4'
20'-4'
37'-4'
25'4'
29'-4
20'-C
1 - 31501 ANCHOR
18'-6'
12•-10•
14'-r
10'-3'
18•-6'
12•-10'
14•-r
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
1 - 40DOI ANCHOR
23'-8'
16'-4'
18'-7'
13'-0'
23'-8'
16'-4'
18'-r
/3'-O'
23'-8'
1 16'-4'
1 18'-7'
13'-0'
REF. CALLS. C �y
Q
o S:
ENO R u:....,. F! "I
DAPIA APPROY
'`BAR 0 3 1 y
C�Q••• G�STER !
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FO ••. '
' Q No. ��
APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
910334
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
=
* pos
-o STATE OF01
^ I
c�P'
IOAE
JACOBSEN HOMES
1If:5£ SPECRICANi1CmS ANNDD DRAWNM ARE
oRA >. M.T.
DATE 2—g-99
REV. LETTER:
Moll
CRONAL PROPRIETARY. AHD Mf10 ux
OWING IITLE-
P.O. BOX 368
��
MAT ERIALS OF 4ACOWN M~ACWRWC
INC SUCH NATFREALS AM FRONDED TO THE
184 WIDE COL. TIE —DOWN APPL.
ORAMANC NUMBER -
AD-TD-0254
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
RECRENT IDR SiU1C PRWM AND WM BE
IuT aoNRMIX AND sEaaET Pawl oum
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24 LARGE OPENING 24'
SEE NOTE 1
4'mWfvW TLRI1bRL IIG-W1111 41W3 U( PJFJ R(
BRACKETS (SEE TIE-DDWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMLAl SPACING ALLOWED).
ALSO SEE NOTE .1
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
III IIIU I I t'j"j,/'i
.O
NOTES:
DlaOtAPPR. •,
DAAA APPROVAL'
I. LARGE OPENNG = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED.=
:' ENE8703571
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI
—
ROVED BY
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOLMED ON THE APPROPRIATE VERTICAL/FRAME
,�'•. //� r' k. �`
) 1 5 Im
TIE -DOWN 'SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
i,��i;Sl0ffAL1`'�v��`
INC
4. SEE AD-TD-0001 FOR ADDITIONAL REW REME NTS
ANCHOR BRACKET AND 71E-DOVN
DEVCES ARE CERTno BY OTHERS
JACOBSEN HOMES
NOTICE
THESE SPE�M4 An m,,,,= AM
DRAWN BY:
C.Q.Y.
DATE
5-31-95
REV. LETTER:
■
P.O. P.O. BOX 368
SAFETY HARBOR, FLORIDA726-11 34695
CF4W 1' PROWMY. AND asmu t.
YATERws OF MANWAC7"G
W_ 2XH YAIU40LS ACE pRONM To THE
RECPID f rat
K
DRAN7NG HILL-
TYP.
SINGLE WIDE T/D
PHONE (81J) 726-1138
S+M Pa MSES No LUST pE
ISPT co m TK me mm 1R01 o�
ORAWWG NUMBER
AD—TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
24'
L24j'
SEE NOTE 2
A B C
LARGE OPENING 24'
SEE NOTE 1
,. ., n n n
COLUMN SUPPORT 11E-DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENPIGS.GREATER THAN 48' IN WIDTH.
IIULII-WIDE FLOOR SHOWN
S PEERATED FOR CLARITY
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TIE -DOWN STRAPS AS SHOWN IN TM DETAIL
V V D
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMIAI SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO DE INSTALLED A MAXIMUM OF f-0'
(24') FROM EACH END OF THE UNIT.
C IFDa,A,,,��.
i
NOTES:
1. LARGE OPENING = ANY OPDONG WIDER THAN MAX TIE -DOWN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME IS AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
JACOBSEN HOMES
„ P.O. Box 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
�P�� IY�. 7cc0• ;�
jEN£e703571
� NfAir
�� OF �W
oas��NAI
DEVICES ARE CERTIFIED BY OTHERS
NOTICE nekwM rar
THESE SPECIFICATIONS AND DRAWINGS ARE
OFEOINN, PRWWARY. AND CON W11AL
MATERIALS OF .IACOBSEN umxACTLRDIG
WO. M MAIUMS ARE PROM TO THE
KOFQIT FOR 9EFi1C PJWMES AND W6T BE
10T COIFIOENTIAL AID SEOV FROM OTNFM
D BY
ad 5 M
C.L.Y. I .. 6-1-95
TYP. MULTI -WIDE T/D
AD—TD-0310
m
73
SINGLE WIDE TIE -DOWN
PULL DOWN TIGHT TO
GROUND ANCHOR
T.
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 - V
DOUBLE WIDE TIE -DOWN
NOTE`
c SECTIONMARRIAGE
WALL
SIMILAR TO
I OPENING TIE -DOWN I
SINGLE WIDE
(REQUIRED AT OPENINGS
FRAME TIE -DOWN
ONLY. OPTIONAL AT I
OTHER LOCATIONS.)
DETAIL 'A'
NOTE:
A & B SECTIONS
SIMILAR TO DOUBLE
WDE TIE —DOWN
TRIPLE WIDE TIE —DOWN
SEE DETAIL - 'A' j
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (OMEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
IY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3150 LBS. MA)0MUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
21NK COATED STEEL STRAP, OR EOUAL WITH 315o*
CAPACITY MINIMUM) K 1. 47ZS « ULT1MATF
LVA- a4nAcir-t
NOTES: D1a <<urrrrrr '
GwqF�- ICI DANA APPROVAL:
1. SEE DETAIL '8' PAGE Q In MARRIAGE WAIL �'O`r� T(1FIt,+;q� .F�,�¢
OPENINGS GREATER THAN 49 INCHES. VP To 1�1 6"'i121BVTq�y �%: ej h`' '� APPROVED BY
2. SEE TIE -DOWN SPACING CHART ON PAGE Z EDR s PAS.
ANCHOR AND DE -DOWN PLACEMENT. ? '�
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM
.;
PIER CONSTRUCTION. '� STATE OF IIb q�
.....40
R10. ���,% rwwu+cnr�la�
�•i �ST----.r,\C' .� oasuuc�o�eroaNcnn+ro�as
JACOBSEN HOMES TNESY NOTICE BY: . DATE REV.
SPECV1CAMM AND DRAW= ARE RR 10-31-95
OIDDINAL PRDPMETARY, AND QOMMTIAL DRAWING 1171.E
,.' P.O. BOX 368 MATERIALS OF JAwegx YANNACTLPoNC ZONE I TIE -DOWNS
SAFETY HARBOR, FLORIDA 34695 SC Sua NA7U4ALS ARE PROMM TD THE
PHONE (813) 726-1138 MWMTAL o rs RAVO me nm DRAWING NUMBOt
AD-Z1-0001
74
75
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
�SFE NOTE j1-f�-
MAIN FRAME I -BEAM
END
GISPA
GISPISPCIISPNISPCIGIM
ACING
F
SPACING
CENTER
A
lool
SPACING
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
--AUFIU
WAUNU
SVAUNG
SPA(RiG
TYPICAL I -BEAM
TIE -DOWN
i
MAIN FRAME I -BEAM
SEE NOTE 1 `SEE NOTE /1��-
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
LEND CENTER CENTER END
SPACING SPACING SPACING
ce
co
•
NEW -
TRIPLE WIDE TIE —DOWN PLACEMENT
NOTES: ENONEER toRffb•'DO �DAPIA
T' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ���� •(�tIFIC.q�,•�%,
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. � G t�';
NO.0045484
STATE OF *„
0
APPROVED BY
0 "or
14Nrtt,-,
�rxeu�wls4•'n�m�
to.-na+aan ero sumr st+�rmMoS
JACOBSEN HOMES n�SEsPEoncATomAAND DRAWNMARE �}� RR DATE: 10-3 1-95
ORRINM• PROPWETARY. AND COfrfWTW DRAWING iNIE
m
P.O. R. FLORIDAHe � WM �SEN PROVKD To TIE —DOWN PLACEMENT
SAFELY HARBOR. ORI34695 RLCPW TOR VWt RMUS AND YRT
PHONE (813) 726-1138 IVT CONMnk AND SECRET TRW OTTERS BE DRAWING NU4BER
AD—Z1-002D
c 1
76
I
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
'ROVED BY lz Cd,
1 r1lFE13 0 1 2000
INC.
MANUFACRIREO ROME
CM AND MIlff Swv=
NOTIM unnnn c.. M.T. �n.c. 2-1-00 �..
JACOBSEN HOMES TAX �u�'+: AMDAAWWM AK n
ORC MA1. 0ROPR[TART. AW caf MIAL DRAWNC nnE: i�
\, YAI[ MA S DF ACCOWN UANIFkNIMC ZONE 1 INST.
P.O. BOX 368 m oxg MAIM" AWE PBONDED TO 1Mt
SAFETY HARBOR, FLORIDA 34695 KCMffI I`W ss'otslo PAMM AM MLW a DRAW= NUMBER:
PHONE (727) 726-1138 Kvs cowmc At me start mom onus - AD— Zl —0100
ADDENDUM
FOR INTERSECTING UNITS
co
MAW • UNIT
/DORMER I \
MAXIMUM PER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWUL TIE -DOWNS MAXIMUM HEIGHT}
ZOHE2 70W
EXPOSURE V w 56-
EXPOSURE V 39, 46-
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OU79DE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA HALF
(IL CNE EA. BEAM, ETC.-)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE 9DEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24" MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SANE AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
...�uuuu...
NOTES:
1. FOR QUAD SECTIONS, EACH IDOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALLS, TIE -DOWNS, RIDGE -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
No.RFo.'?
EN 0357
NOTICE
1MESE SPEWCATIONS AND DRAMNM ARE
ORIMNAL. PROPWARY. AND COMIOOMTLAL
MATERIALS OF JACOM MAMNACImNo
W- SUCH MAIERULS ARE PROMOM TO THE
K PENT FOR SKCFC P1AIf QS(S AND MJST BE
IM Ca6MM1UL AIO SEOV FROM OTHERS
Aty'''v���.`•
DRAWN BY:
DAPIA
kPPROVED BYE.
INC,NT.Jl1N 1 5 M
14
C76,RiPO� aO SNCIT iiAI0111I,
C.L.Y. I - - 5-16-95
ADDENDUM -INT. UNITS
R QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR QUAD UMTS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
OVALS).
30 GA. GALA. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERIMETER RAL --'
OR ROM BEAN
CROSS-SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF ISECTIONS
MAY BE OVERLAPPED 2 MIN.)
W/STAPLES AS 9f01INN.
INSTALL ROOF CAP PER SET-
UP YAN. OVER GALY. STRIP.
(SEE NOTE 1)
3/8' X S' LAG SCREWS
w O.C. (ZONES 2 k 3)
STAGGERED
�— 30 GA. GALV. S7M STRIP
SECURED VNTH 7/16' X 16 GA. STAPLES
FULL PENETRATION N70 DECKING
2 " O.C. MAIL SPACING (TYP.)
s
_
a
NOTES
ENG19: ` 0 QO i���
DAPIA APPROVAL•
1. 30 GA. GALV. STRIPS USED MAY BE MIND DEFLECTORS,,
' ``o'
r �. 7 8Y
_
REMOVED FROM ROOF N ORIGINAL toNDlnoN
: Q No. .2 !�'
(EXCEPT FOR STAPLE HOLESI
ENE8703571 •�
.�1N 1 5 ?°,95
STEEL STRIP MAY BE CONTIMIOUS OR PIECED.
�•�
2. SHINGLES N THE DORMER AREA OF THE MAIN UNIT MAY
99PPED LOOSE AND INSTALLID ON 97E AFTER
j L V
INC,E
'. �•� =
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
% 0,� •., / �J �,
�D)
w
�wcraAwwmcwnV�e
TRANSIT DAMAGE AND TO ENSURE THE 99NCLES LINE-UP
FROM ONE SECTION TO THE NEXT.'��ii`rS�p
'•� F' • A •'•�C� ��•�
• • • ••
ENG���``
i
JACOBSEN HOMES
NOTICE llll
THESE SKCMTX6 AND DRAVRIM
C.L.Y.
DATE:
5-16-95
REV. LETTER:
FRIDri1=M
,7-q
ORIONAL• PRWRETARY, AND COIffIDE nx
MATERIALS OF JACOM MAK FAC7"G
DRAINING TITLE:
ALT. ROOF ASSEMBLY
P.O. BOX 368
Bt- 10 MAMMS ARE PROMM TO K
DRAWNG NUMBER:
SAFETY HARBOR. FLORIDA 34695
KWW Fat S?ECTIC PJWM NO IAW BE
PHONE (813) 726-1136
1VT OOIPCOITUL NO SE00 TIMM OTHERS
QUA�ADO2
79
w
JACOBSEN
HOMES
. 600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8