HomeMy WebLinkAboutSET-UP MANUAL ADDENDUM 8-29-17SCANNED
By
SET-UP MANUAL ADDENDUM
AU6 2 9 201
public Works
S . Lucie County, FL
JAICOBSEN
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 reci ienter specific
purposes and must be kept confidential and secret from others. ��� 0
REV 01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
1
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW 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/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
DUCT SUPPLY OR RETURN
X I Ib i
TYP. FLOOR SYSTEM
TO HEATING/CGOLING
OR CROSSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/110UR 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 PATH 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.
A APPROVAL:oN TES• AkDAR
PROVED BY
JUN 1 5 10
'1 f NC
me
ri
NOTICE DRAYM BY: • DATE: REV. LITTER:
JACOBSEN HOMES TKsE SP ancATIDNS AND DRAV"M ARE C.L.Y. 5-30-95
ANAL, PRDPRtETARY, AND rANFiDETITIAL DRAWING TITLE:
P.O. BOX 368 ATEFIALS Of JALO(iSEN YANJFACTUR711C EXTERIOR A/C DUCT
!IC SUQi YAIERYI$ ARF PROVIDED i0 1HE
SAFETY HARBOR, FLORIDA 34695 �Q'ENt rat SPEQi1C PlFKO45 APO MUST BE DRAWING NUMBER.
PHONE (813) 726-1138 Id�T DDrtDonuL AIO Yai[T IRpI OtNEiis AD—AC-0001
..2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DI4zCONT!"!UE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
1N14Sit
INC.
1lI1fWWWC mm"
oa o�row "811"a a
JACOBSEN HOMES
1185E SK"UTTMS' AND DRAMIMOS ART:
`r°^"DI:
C.L.Y.
V^�G:
s-2a-s5
^C T. iCI I:^:
■
F.O. BOX 368
CMMUM, ►ROPI TMT. AND CONf10E1M&
MATERIALS OF JACOOMN WVUFACTUF Mt:
DRAWING TIRE-
W.H. VENT. SYS.
Q
„
SAFETY HARBOR. FLORIDA 34695
REST ►at sporiSC pAppMPRWA O MA K
DRAWING NUMBER
PHONE (813), 726-1138
PVT C&IMIIAL NO SEWT 11101 0114n
AD—AC-0100
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.1310 )
NAILS OR 7/
STAPLE!
0.016') - - ---
STRAP ® 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
STALLED SEE
NG, STAGGERED
APPROX. 45'
DETAIL BELOW
)ORS.
1/4 0 TO 3 4' GAP
�-- INSTAL! WOOD SHIM AT ALL LAG
FOR GAPS IN FLOOR SYSTEMS —�
TO 1/Y, IINN ' SE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
NDS01 THROUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4'. INCREASE
(ALL ZONES) LAG LENGTH 1 1/2% TIGHT. (SE NOTE 2)
(ALL EXPOSURES)
wm mw
ExA MK
3/d x 3 1/2- LAG MEN
30 GIL
7/18- �
OAP FASLEIJED W/
1• GA. STAPLES
V" 201E
DMPOSURE
WH M !UMBER OF FASTA:iERS RE"M
WAN" SPACIMG
HAM
M SPAON
0.131- X 1 L/I NALS
7/1Mr X 16 GAL SUPLES
'e
Ir O.C.
2 1/4' aG
1
3
S
2
2
v
1r O.C.
1
7/r OG
b'
4
7
'v
1E' O.C.
C r at
'C
4
7
3
3
b'
16* at
1 1/Y O.C.
b'
5
e
NOTESe
I. 1' WK Pt7i1RAT10N LS Rmme ON STAPLES FOR mK a011'
2. w000 SLAG TO BE RPPED FROM SPF 03 UK OR Kim
(r X 1. 11 GAP rB1H WK SIZE)
OSB OR PLYWOOD WAY BE USED F ViONSS EQUALS GAP X
4. SEE OM DETAILS FOR SEALING FLOORS FOR AIR KLTRATOL
EHGL'EER APPROVAL'
X 4' WDL Smq John C. Croetlen. P.I-.
APPROVED BY
Revised
May 24,2006
INC.
FEDEML MAMUFACfURED MOIAE
CONSTPUCTION AMU yA ETY STANDARDS
JACOBSEN HOMES
N0T7M
Mo =ANN= M
nrESM: VEOW-AS Es AE
ORMM. 1 RWMTMT AID Oa10E "m
MAIDU S a MADI M U~AC7URW
w" BY.
M.T.
DATE
05 -22-06
REV. LETTER
c
DRAW TITLE:P.a M/W FLOOR FASTENING
Box 3ca
011-F-171MNC
301 IMIU MJ AM PRvA XD M TM[
DRAr.+c NuueErt AD-FA-0001
rrm S PHa+E(813j 2266-ro113809S
1am+�ml�MMPOW e.um o MW It am
ADDENDUM
MULTI -WIDE. UNIT WALL FASTENING
ENDWALL
NDS01
.131' X 3 1/2' MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
NOTE:. D OW M"WAL• MIA AiPwftl•
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED BY
EXTERIOR WALLS.ON Revised
S Zj Gb May 24,2006
Uuhn C. Ogaden, P.L INC.
K2 Engineering, Ina F101FAL MAI l MMO "°" E
ca"Smalm am SAFETY Srr OAVAS
JAC O BS EN HOMES mm eoLfIG I Gm= AK MAIM M.T. DA1E 05-22-06
P.O. eox MOVES w doom WMIAe}♦m M/W WALL FASTENING U
LRE Me 2 01 VA>DULS AV Ma�cm to >tt
SAFETY HARBOR, FLORDA 34695 ®ort 1 lane MIEM AIO nsi K DRAW NMiI M
P►IOHE (eta) 726-1138 ICI ar -496 A � ITS olm AD—FA-0010
5
ADDENDUM
MULTI,,,, WIDE ROOF FASTENING
CENTER LINE OR MATING
UNE OF TRIPLE WIDE UNITS
30 'GA. 'GALV. STEEL STRIP I
SECURED WITH 7/16• X 16 GA. STARD
FULL PENETRATION INTO DECKING
(SEE CHART CN AD-FA-0001 MAX SPA G).
30 GA. GALV. SNEL STRIP
8- X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2- MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
**LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WIRES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WIOES�\ PAN VIEW
1 4' 2 3 V
3/8' X r LAG SCREWS AdAGSCREW SET BACKS
TRIPLE WIDE ROOF LINE (2 I/4' SMOOTH SHANK) FOR DOUBLE WDES -
INSTALL LAG SCREWS _ SEE CHART ON AD-FA-0001 FOR TRIPLE WIRES
AT A 45' ANGLE I FOR MAXIMUM SPACING
STAGGERED 2 1 4' 23 4'
1 4' TO 3 4' GAP -_
ROOF PERIMETER RAIL-1' I I
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE 14)
CROSS-SECTION OR FGAPS TO 3/4', INCREASE INSTALL WOOD SHIM AT ALL LAG
TO 1INCREASE LAG LENGTH iE
FOR GAPS IN ROOFSYSTEMSI* LOCATIONS FOR LAG SCREW TO GO
AMOR THROUGH AND TO KEEP CONNECTION NDS01 LAG LENGTH 1 1/2'. TIGHT. (SEE NON 2)
(ALL ZONES) CROSS-SECTION (W/GAP) C wA si 0 - 91.07
(ALL DPOSURES)
NOTES:
/LfiM APPROVAL•
DAM APPROVAL'
L 2 1/a' 111L PEIIEIRATIOt1 NTO RECf]MIC MOM 6 REO1MEM FOR
LAC SCRIM
2 ROW SHl119 TO K RM'PED FROM SPF p MIL OR KiIER
APPROVED BY
r X r X CAP WDTH MIL Smo
ON
�03 OR FLYMl= MAY BE IWI F WIIC1 OS EQUALS GAP WMA
1 SEE OM MIMS FOR MM UIDIG ROOF MEREC70 L
' X C W 5ft
Wn,
evised
ay
P1 'I
4. *IEN INSTALLAG A LAG SC1Etr KM RIDGE
�gilll ti.P �.
N24,2006
I (� I C
A OAK HEST-m
HCIE T1itM TIE FIRST WM BEA1L SEM-M A 1/4' HOIE
k 3/C L1EARANCE
K2. EngirTeern1g, Inc
.
FEDERAL MANUFACTUREDI MvOME
RECEINNO R06E KM FOR 1IE MAW PMIM OF LAG SCE
VIOUGI lK
D£SE DNS ARE
CONSTRUCTION AND SAFETY STANDARDS
FOIL 3/V LAC 30tEVIS OILY.
S 10e UAMN SnEJUIEL HEIGR.
J AC 0 BS E N H 0 ME S
NOTICE
1IEg sFt:aTeATFDIs ATo (RATflDS ARE
DRAIN 9Y
M.T.
OAT%
05-22-06
AE1f. LE11Fit
Mo
�P P.O. sox 3aa
aWKk PRIPMAR'W. AM ammmnK
,I- MAXIMS Tug AK � "PTO
DRAWS AIlE
M/VY ROOF FASTENING
34695
DRAIIRIG NUI®Elt
PSAFEHONE (8113) 72A-1D 13a
IA
�Oo N" me Mla nw dro
AD-FA-0020
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
IBM OF ROOF (MK Y OVERLAP AT SEAL CENTER OR MATING LINE
SECURED WITH p X 7/16' HEAD X f FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I I I
I• I
I
I• 8 X 7/16- HEAD X f
LLY
THREADED
REW
RIDGE CAP (NO MORE THAN 2. 0.11)uj
I i o
i I i 6
m
Lo
ASPHALT IMPREGNATED 1 1
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING 1 1
ENTIRE LENGTH OF ROOF I
1 , I 1
METAL ROOF PANELS STOP
1 , 1 APP. 3" FROM CENTER LINE
, I ,
,
Ref: EX-13-0051 and M GA. GALV STEEL STRIP
AD-FA-0020 6SECUM WITH UNGTH X 116 rSEE GsrA)
NDS01 FULL PEEN71ON INTO DECIONG
(ALL ZONES) (SEE CHART ON AD-FA-00DI MAX SPACING)
(AL- EXPOSJRESI
NOTES: 90M A"MAU DAM AaPA AL
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
Z. STANDARD 7/1C O.S.B. (24/16 INDEX) ROOF SHEATHING
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH a QC. RIBS V �j 00oON P, if 10,2008
4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND Q DW:;VD, F'.� I NC,.
FEDERAOW
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN CONSTR MONAMANUFAcrSAF SAFETY �� EnG consrnurno„axosutrrsru,ou,os
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES ► D.M.T. DA7� 08-25-08 am
PA Box 363 BIG sm MA1n" ME mwm 1011E
METAL ROOF RIDGE CAP —
s H (M3)�m1138 wr o mmm muBw� �►rwc AD—FA—D021
7
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEM
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DE
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
0 MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
BY
JM 1 5 1995
INC
JACOBSEN HOMES I NOTICE: MAN" C.L.Y. 6-5-95
. THESE SPEQl1CATDNS AND DRAWNGS ARE
DRfpNA� PRDPPoETARf. AND H�Nf100iT1AL DRAWING TITLE
WETY P.O. BOX 368 uwTEtaus YANUFAGTl1tWG M/W ROOF SEALING
RIG 9101 uAlEPoA15 ARE PRDNDED m T¢
PHONE (813) 7281D;�4695 RE, T ��TP P �s� o� DRAWING NUMBER AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-i1P
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
_zz's
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE .
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
JUN 1 5 W5
INC
JACOBSEN HOMES N0T1C IAI(ATM tlT: UAIC: MI. ����^•
THEM sPEnTlcwlloes AND DRAWINGS ARE C.L.Y. 6-5-95
OMONA4 PROPMETARY, AND CGN UNTIAL DRAWING 71TIL-
MATIRIAIS OF JACODSEN MANSACT"C M/W ROOF SEALING
P.O. BOX 368 We 9" MATERIALS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 KOPEHT FOR W(CM PUIPM No Musa BE DRAWING NUMBER:
PHONE (813) 726-1138 IQPT for wnAL NO IMT rtwM OTKn AD—FA-0026
PI
HEARTH. INSTAT I.ATICIN-
I. REMOVE ANY CARPET AND/CR PA
2. INSPECT THE MEAL FlASHNG IN
BEEN INSTALLED (THIS FIASHUNG I
AREA BETWEEN THE FIREPLACE AT
1 LOCATE THE HEARTH DMNSON
THESE STEPS
A CARMY PLACE THE HEA
OF THE FIREPLACE ASSEUB
B. SECURE THE HEARTH OM
C. FILL THE AREA BETWEEN TF
WITH A NON-COMBUSTABLE
D. OR FOLLOW THE HEARTH M,
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
FROM UNDER THE HEARTH EXTENSION AREA
LE HEARTH AREA TO INSURE THAT IT HAS
iST BE PLACED ON THE FLOOR TO PROTECT THE
THE HEARTH).
IPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
EXTENSION IN THE PROPER LOCATION IN FRONT
)N TO THE FLOOR W/ 4 j8 x 2' WOOD SCRLITS
FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
AU XING OR MORTAR.
JFACTURETRS INSTRUCTIONS FOR INSTALLATION.
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA APPROVAL:
APPROVED BY
JW 2 8 T9%
INCON 14
NOTICD DRAWN BY:. DAZE: REV. LETTER:
JACOBSEN HOMES T�NESE SPECONJUIONs mm DRAWINM ARE C.L.Y. 6-16-95
■ �fEONAL, pROFfCCTARY, AND CONIIOENTIAL DRAWING TITLE
P.O. BOX 368 uATERIALS OF JACOBSEN uNAlFACVWG SHIP —LOOSE HEARTH
„ YK 9JW MA1ER►45 ARE FRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 FCR 9'ECx1C PIAPOEIS AND MST K DRAWING NUMBER
PHONE (813) 726-1138 lul COI MTK no Nov rKm orrm AD—FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY REv.
N114W 2 5 20
INC.
FEDERAL 61ANUFACTURED HOME
CONSTRUCTION AND SAFELY STANDAHUS
SET UP MANUAL ADDENDUM
AD-FS-0001-A
TRUSS SHEATHING
APPROVED BY
INC.
fTDERAL MANU6ACNRED HOME
COMSTRUCTlONMD SAFETY STA6DAR06
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW HINGED TRUSS
OUTLOOKERS TO PASS THROUGH. ,� TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8' MIN. APA OR TECO RATED SHEATHING
APPUEDITO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
MARRIAGE WALL
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
I-
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALAMON.
3/8' SHEATHING TO BE INSTALLED ON -SITE
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE. TRUSS.
VVINDZONE III
(18' X 14 I/2' AIAX111UTA SINGLE OPENING SIZE IN TRUSS SHEATHING)
(I10 MPH)ALL
EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL•
1. 3/8* YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16- X
1 GLE.(1eEDP AND 3' D.C.
Al ALL RANNUR0GUE RaUM
APPROVED BY
IN
MAY 1
a
e
INC.
fEDEMLMANUFi MREOROME
OMTRUCTION AND SAFETY STANDARDS
o
JACOBSEN HOMES
INESE
NOTICE:
SPEanunONs
DRAWN BY:
R.R.
DATE
4-27-98
REV. lEiiER:
■
AND T1RAwacs ARE
ORIGINAL PROPRIETARY, AND CONFIOENRAL
DRAWING TITLE:
„
P.O. Box 368
MATERIALS OF JACOBSEN MANUFACTURING INC. 41CN MATERIALS ARE PRONGED TO 1HE
TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 26-11 34F95
PHONE (B13) 726-1138
RE-ar RR'FF-C REPOM AND MUST BE
KEP1 COIInWN11AL AND -gCJM ROM OIHM.
DRAWING NUMBER:
AD—HR-0001
12
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'IIV12[Q dOOZI QaDKIH
HINGED ROOF DETAIL
UNDERLAYIIENT TO BE CLUED Y MIN.
\\ ON BOTH SEC11ONS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERIA11AIENT AND
AND A MIN. 4 I1r YMDTH OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION,
(THIS IS TO BE DONE BEFORE RAISINGHIN`GED
ROOF SECTION.)
ATTACH 2 X 6 X 8' BLOCK BEHIND 2 X 6 —
OVERHANG FASCIA BOARDS AND SECURE VATH
3-18 X 3' WOOD SCI US EACH SIDE OF GAP.
i
11
I` -
NOTES:
I. BRACE RAISED ROOF SEW N DE RAISED P0910 BEFORE 50 ANG HINGED
KING POSTS NIO POSITIOIL
APPROVED BY
Revised
Nov 30,2006 rl INC.
FEDERAL W W UFAMNED HOME
CONSTRUCTION AND SAFEW STANDARDS
VANOZONE 11
(110 MPH)
ALL EXPOSURES
John C. DoO&A PA.
K2 Enoneaft U>Ic.
NOTICE: o"Im Br. DATE REV. am—
JACOBSEN HOMES ram w6T1GwaAHDWAW=ARE D.T. 10-02-06
CRONAL wRr. AM a�nvi DRANN6 17M . /�
PA eox 36B Y/1 mm °F &%coop" un "AMND HINGED ROOF DETAIL f—�
Na 9101 Ulm" Ali rID"= TO me
SAFETY HARBOR. FLORDA 3093 KOW AN W= IOPNO AND YST K DRAIM KAISER:
PHONE '(e13) 726-1135 aTn Dow ww" no s0atl:1 am ums. AD—HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 15j 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 .
1
o'
....
.......... .'.'.'..'...'.'..'.. .'.'
2' MIN. OVERLAP (TYP.).................
El..
...... .................
' 6' MIN. TAR AS SHOWN
.(APPLIED ON SITE)
SEE NOTE #3: .......
s
............. . .
3. MR ...'.'. .'.
SEE DETAIL 'A'
�
Z U
4
, I
SECURE FlRST 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 15j FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15i FELT IS NOT REQUIRED W ANY AREA EXCEPT WHERE 'NOTED.
2. FASTENING OF 15# FELT IS NOT REQUIRED. (FASTENERS APKIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - . 0
3. EXTEND THE FIRST LAYER OF ON SITE 15E 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 THE HINGED ROOF ADDENDUM ARE DETAILS AD—HR-0001 (WITH SPECIFIC END PANEL LAYOUT),
AD—HR-0002, AD—HR-0003, AND AD—HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
PROVED BY
r 1lSF-p I I ►�
INC.
MANUFACTURED HOME
C110N AND SAFETY STN'WARUS
N017CL DRAWN BY. DATE Kv. MTIM
JACOBSEN HOMES 1� IM MID MArr� � M.T. s-2o-o3
was JADOe�lAM CNFBDM DRAWING TITLE SHINGLE AND UNDERLAYMENT
P.O. BOX 368 sac S,ol wIm,us ARE PROVW 1011E APPLICATION ON HINGED SECTION
SAFM HARBOR, 26�1a4sgs FOR Nu
PHONE ()726-i3ancolm,Ra � raaz AD-HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO —
HINGED RAFTER WITH #8 X 4' SCREWS,
6.1/2.6 O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/ 16" X II1 1/2" X 16 GA.
STAPLES INTO EACH 15' O.C. RAFTER "AND
3 1 /2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
NDS01
NOTES: '
I. SEE AD—HR-0007 FOR NSTALLATION OF UNDERIAYMENT AND SHNGLES.
SEE AD—HR-0002 FOR
ASSEMBLY DETAILS.
CALM
CRC - 167.01 - 167.02
-a�4�o4�
John 0. uoe Teri, P.E
-9Z Engi wring, Iric
ALL 1MNDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
DADA X"DVAL —
APPROVED BY
INRevised
Oun 09,2006
P71NC.
FEDEFLIL M/MIIF1CiUREO MOMS
CONSIAULlr �aO LFEIt A1nDl,NO5
JACOBSEN HOMES
Nonce:
r+csc sDcac�uno": iuo DaAre.es gat
��ar.
O.A.
06-06-06
"�• ����^
FFJP
Oiao"M, PWCPRZVMlr, AM COFF�F Iv&
wmapa or aemsm ~Acnwww
DRAWING pill:
A
Ka eox 3sa
PEAK INSTALLATION DETAILS
SAFEPHONE (OR; FLORIDA26-� 695
EK Sm Maroons ARE PRDVEM A r[
rcm sFOrDnn�
�
DRAWING ►xn R
lvr C MDM^ SWO
AD—HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
NsTRucnoNs.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF NTH A V MIN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR E)OSTING
FELT AS SHOWN.
TOP COURSES) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
91 INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAZIER OF 151 FELT
TO ROOF MITN A 6' MIN. MIRTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
BY .
AUG 0 # 20
INC.
NOTICE DRAVN BY: OATS: REV. LETIER:
JACOBSEN HOMES Twst sE� s NO GRA.wS ARE M.T. 7-28-04
MWAL NiDPWI MT. AIO WF UNUAL DRAWL TIRE:min _
,. YATF9" OF ULS ARE YOVM TO K SHAIGLE/UPOERLAYMENT INSTALLATION
P.O. Box 36e rac a,al rAt�Ats ARE proMD®ro lE
SAFETY HARBOR. FLORIDA 34695 R[C AMI ►Qt !font RiPW NO rust K DRAIIYIG NUMBER:
PHONE (727) 726-1138 IVT OMMI'ua NO gCIET ttlot ODM AD—HR-0007
ADDENDUM
TYP. SHIP -!LOOSE PLUMBING SUPPORT
FASTEN TO FLOOR FRAMING
MEMBER W/ STAPLE OR HAL
NDIHG STRAP %AW. PED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTANED TOWARD THE
ITLET WOE INS CRADE CAN NOT BE ACHIEVED, NOT LESS 1HAN 1/8'
r MAY BE USED Wig A rM SIZE CLEANOUT IS INSTALLED AT TW UPPER END.
OF DRAIN PIPING
1. PIPE CLEANER AND GLUE SHALL ALSO BE
BY THE MANUFACTURER FOR PLUMBING Cl
2. 48" O.C. MAX. SUPPORT SPACING.
PIA APPROVAL;
INC.
JACOBSEN HOMES I' uc%5K1y0V MSIW MA"CSAM. M Dun er. R.R. CATS 7-17-97 REV LEr1Flt:
[Milo CNIGIAt. PRdx[rAar. A►m cailDtRvl oRABrFc 1111E:
mP.O. BOX 368 �Awaws PLUMBING SUPPORT
SAFETY HARBOR. FLORIDA 34695 i¢�,� WW PJ NO III(
PHONE (813) 726-1138 ' an caroomu wo sarr Ran caws "xHc Hur>3EA AD—PL-0001
18
NOTES:
OPEN PORCH RAILING(S).
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
W* I �
INC.
JACOBSEN HOMES
NOTTcN:A
THESE sPEa�cAnoes AND oaAwHcs ARE
UT:
M.T.
unit:�v.
3-30-05
�I��^:
WONAL, PROPBETARY, AND Cal MDAL
DRAWING TITLE:
P.O. BOX 368
MATMALS of JACOBSEN TAWACRWAG
tNC SUCH YAT AALS ARE PROVW TO ME
OPEN PARCH RAILING S
SAFETY HARBOR. FLORIDA 34695
REOPM FOR S°= PI1RPM AND MI BE
DRAWING NUMBER;
PHONE (727) 726-1138
IIEPT CWmTK Am SEW FROM oms.
AD-PO—W01
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE; PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 1 — VENTS SEE AD—PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD—PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE / ` \ \ FOR ROOFING DETAILS SEE
AD—PR-7002 SEE AD—PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTALLED)
)-� --- — — — — — —
----��
FOR OVERHANGS
SEE AD—PR-7003.
FACTORYINSTALLED )FTERS (CENTER
ENON
REMOVE ALL FACTORY INSTALLED —
POLYVINYL BEFORE INSTALLING THE
ON SITE PITCHED ROOF RAFTERS
— FOR ROOF VENTING BOTH FACTORY J
AND ON SITE SEE AD—PR-7005 & 7006
SECTION OF TRIPLE WIDE
TYPI -\L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITP [31TE INSTALLED PITCHED
FOR FASTENING C AI ER SECTION RAFTERS
NOTES:
APPROVAL
APPROVED BY
000 rRevised
Oct 25,2007
NC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS _
JACOBSEN HOMES
LHESE�SPECIFICA
AND DRA,IM ARE
O�� OrO.A.
un1E 10-24-07
REVLer>ER.
P.O. BOX 368
DRIGIN
MAID
IL, PROPRIETARY. AND eONRCEN—
ALS OF JACOM MANUFACTURING
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
$IT
AM
®APFUSAFETY HARBOR. FLORIDA M95
PHONE (727) 726-1138
KEPT C�ONFlOEHTI&
FOUR �W= FTERIAS
W AM WI ST BE
AND SECRET IRON OTHERS
ORAYANG NUMBER:
AD—PR-7001
20
ROOF. TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16- MIN. 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. WAX. 10
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE 1401E 11
11' MIN. SITE INSTALLED DECKING 04i•BLAP
FACTORY INSTALLED ROOF DECKING SITE INSTALLED RAFTER TO
f ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
iop--
SEE NOTE /2
BE RIDGE BEAMS 18' MIN.
EE NOTE 14) lk IDECKING N
CROSS-SECTION
REF. PG. RC-07-0044
FACTORY INSTALLED RAFTER
(CENTER SECTION)
YRNOZONV O
ALL EXPOSURES
(110 MPH)
ZO P5F ROOF
10 PSF D.L
NDS01 ""' "'"''y C-FS3 - 88.01
NOTES: ENOM APPROVAL DAM AMOVA
I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW KITH
2-/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION WIN.)
Z ATTACH MATE LIE RAFTER RAILS (OR RIDGE BEAMS) WITH Jun 09,2006
110 X 4 1/2' SCREWS 9' O.C. MAX. SPACING. h Q,N PlC
3, SEE AD-FA-0020 FOR GAP TREATMENT BEIVUN SECTIONS. John C. iwde3n. f! &:. 1*0t§u Nam, Ac1u iN f •
K2 Engkmerillg. Inc. CommuCTIONAND SKEWSTANOANOS
NOSIC[: DRAIN BT: OAIF: IQY IETIEIt
JACOBSEN HOMES = � ORAIMMM O.A. 06-02-06
P.O. BOX 3" WIENIAl3 OF .MC !XN UAKWACftmo WARM Altf: /�
W6 MAN rA10M AM MWED 10 H ROOF TO ROOF ATTACHMENT H
SAFETY HARBOR. FLORA 34695 XCPW Ftl SCOM FJOW w1 ow Et DRAW HLUKA
PHONE (727) 726-1138 - tm ewlemL so zmf na owt 'AD-PR-7002
21
2 X 6 OUILOOKER
19' O.C. MAX. BETWEEN OUILOOKERS
--+/ Qc ..
--- 2 X '6 OVERHANG FASCIA
THIS TRUSS NSTALO ON SITE
BOTTOM CHORD 1600
DOUBLED END ZONE RAFTERS
TYP. 16. O.C.
F
Woo
* . 0
A/qr'iz
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .131 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT. AND .
MIN. (3) .131- X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUI DOKERS
OUTLOOKERS SHOWN ARE 2 x 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.
MA)OMUM INTO TOP do BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUILOOKFR � �'- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE:
W/MIN. (5) 7/16- X 2 1/2- X 15 GA. SHIPPED ASSEMBLED FOR SITE INSTALLATION DUROOKERS TO BE MCM TO EAfJ1
STAPLES OR MIN. (3) .131 X- 3- NABS TM OF THE DOUBLE TRUSSES UXA70
(TYPICAL AT ALL CENTER BRACES) IN 11E DMZONE PER FASIOER auRT.
SINGLE 1RUSS ONLY
REOro OUTSWE OF
b FT. AREA
..SS MAY W
PLACED ON Elm S4
NDS01
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED
FASTENED PER AD-PR-7002.
JACOBSEN HOMES
P.O. BOX 368
LWO SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
THE ROO
TV. OUTLOOKER FASTENING:
FASTENERS
QUAM.
FiNEIRATXME
.131 PD NAIL
5
1 1/f
15 Gk • STAPLE
B
1'
SCREW
2
1' (INCL Tip)
OUILOOIFR FASTENERS MAY BE IMAM VaNulum TT7
FROM TOP CHORD DON F PEIMAAON ALL EXPOSURES
D (110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CUCS. C-RC-197.01-197.02
BE �v 177-1(08 1
John C. DoedA-n, *Rk-
{C2 Engina0Tfing; Inc.
Nomom
DRAWN BY:
SPECFIGI'I M AID W VINCS ARE
&. PROPRETARY. AND CO:DEM.K
DRAWING MM-
DF �ANUFACItlralc
END ZONE RA
CN YATDi" ARE Pwmm m DIE
R FOR SPEDFIC NAxm AID w K
DRAWING NUMBER
x1mu I ARD mo FROM cum
APPROVED BY
ON 14
Feb 05,2008
INC.
FEDERAL MANUFACTURED MOPE
C DNSTRIICnON AND SAFETY STANDARDS
O.A. DATE 1-29-08• REv. tET1ER
FTER OVERHANG ASSEMBLY A
AD-PR-7003
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16" ON CENTER
MIN.
— I TRIPLE WIDE CENTER SECTION PEAK
\ _
SITE MALUED DECKING CN PITCHED NO BLOCKING REQUIRED
TRUSS SECTION do REMAIt�ER OF /� I AT CONTINUOUS PANEL 80TN 00TSDE SECTIONS (2 FULL /
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
TRIPLE WIDE MARRIAGE LINE
MANIIF. INSTALLED DECKING TO HERE
r=
I
m
ONNDZONE 91
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES: UfjlK x &'MVAU UAYUY AFYNUYAL'
1. 1/8" MAXIMUM GAP AND 1/16- MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
*IoON P
2. ROOF DECKING MATERIAL TO BE 7/16- APA RATED ROOF (24/0 W Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. �%0��=�. RM Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2F—T1C9*T4�A(Li;-lRc;- INC.
SAME DECKING PATTERN. FEDERAL KMUFACfURED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3- O/C EDGES AND REM
JACOBSEN HOMES mm me w OWN B� O.A. 10-24-07 `�` `�`
a mum aR»wm. me aonOE m DRAW llllfic
P.O. BOX 368 YATE511A1S DF dAC SM IlWACRIMIC
Nt SUCH MAM49S AW � TD � ON SITE PITCHED ROOF DECKING INST.
SAFETY HARBOR. FLORIDA 34585 I A
4EIM FCR VIM NNW NO lust IS DRAwNG Mid AO—PR-7004
PHONE (727) 726-1138 WT CINIFE NML AIO sm ira OHM
23
11
TYP, 50 SQ. IN. ROOF VENTS
(SEE TAD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
i VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
'LIT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION -� /
CEILING PANEL::
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
DAPIA
APPROVED BY
� Revised
Oct
25,2007
IPINC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
NOTICE: DRAWN BY. DATE: Icty, �I TUC
O.A. 10-24-07
JACO BS EN HOMES THESE SPIEVIPICAMS AND DRAWINGS ARE
ORKWAI, PROPRIETARY, AND CONHDFlNTIAL DRAWING TITLE: !
MATERIALS OF JACOBSE N MANUFACTURING _
P.O. BOX 368 Wt SUCH MATERIALS ARE PROVSED TO THE SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR. FLORIDA 34695 RE"T FOR SPEOM PUNS AND WIIST BE DRAWING NUMBER:
A PHONE (727) 726-1138 CM COfhD01114 AND SECRET AM MIfRS. AD-PR-7005
24
ROOF VENTING
3
W
MARRIAGE HALLS I I
TV TOO SO. 6L CUTOUTS FOR
161tATIOM OF Roo► SECTION
�- (SEE owl TOR REOURFuENTS)
100 SQ. 1N. CUTOUT VENT HOLES
N
REQUIRED 1N FLAT ROOF SECT10
(1607 x SECTION LEIIGT)t CUTOUT 1101E5:
0 To TS'-r 1
15'-6' 10 V-3' 2
31-r 10 W -Hr 3
46'-IIF TO 6 -6 4
62-6 TO -0 5
I I. MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LOW VENT
950 S0. IN, VENTS REQUIRED
`3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
O 1-1
—-----------`-
\-CENTER LINE OF CENTER SECTION
(w) = scum 1 Dcvt NDR 101k l0 101E
10 m -T ROEt we
31'-r 10 4V-W UK
4w-w 10 6r_r 1 EA SIM
it A EEi 3 2 EA SOE
-0 I mmm IU URioLgmi KRIS
•-r R-r
•m4 --- TVP. 50 SO. IN.ROOF VENTS +-,I
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
r / MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
3
2
W
3
z
W
I
I
I
(
I
1w
PROVED BY
JUN 14lip ?
INC.
AL MANUFACTURED HOME
'MMION AND SAFETY STANDARDS
- NOTICE ORAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES m3EsKancAmGAwWma mm R.R. 01-22-04
OIE WAL PROPR(IARf, me CQww1ft DRAWNG TITLE:
T- P.O. eox 36s 111pOKS Or JACOM YnMR'ACTUA•IG ROOF VENTING
61G SOOT MARRA$ MK PROW= 10 WE
SAFETY HARBOR FLORIDA 34695 ROPOR FOR 9'M PIRPOKS RID NO K DRAWK NUMBER:
PHONE (727) 726-1138 PVT w nmzk MnmX1not o1ERs AD-PR-7006
tR
I I. MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LOW VENT
950 S0. IN, VENTS REQUIRED
`3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
O 1-1
—-----------`-
\-CENTER LINE OF CENTER SECTION
(w) = scum 1 Dcvt NDR 101k l0 101E
10 m -T ROEt we
31'-r 10 4V-W UK
4w-w 10 6r_r 1 EA SIM
it A EEi 3 2 EA SOE
-0 I mmm IU URioLgmi KRIS
•-r R-r
•m4 --- TVP. 50 SO. IN.ROOF VENTS +-,I
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
r / MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
3
2
W
3
z
W
I
I
I
(
I
1w
PROVED BY
JUN 14lip ?
INC.
AL MANUFACTURED HOME
'MMION AND SAFETY STANDARDS
- NOTICE ORAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES m3EsKancAmGAwWma mm R.R. 01-22-04
OIE WAL PROPR(IARf, me CQww1ft DRAWNG TITLE:
T- P.O. eox 36s 111pOKS Or JACOM YnMR'ACTUA•IG ROOF VENTING
61G SOOT MARRA$ MK PROW= 10 WE
SAFETY HARBOR FLORIDA 34695 ROPOR FOR 9'M PIRPOKS RID NO K DRAWK NUMBER:
PHONE (727) 726-1138 PVT w nmzk MnmX1not o1ERs AD-PR-7006
tR
-0 I mmm IU URioLgmi KRIS
•-r R-r
•m4 --- TVP. 50 SO. IN.ROOF VENTS +-,I
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
r / MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
3
2
W
3
z
W
I
I
I
(
I
1w
PROVED BY
JUN 14lip ?
INC.
AL MANUFACTURED HOME
'MMION AND SAFETY STANDARDS
- NOTICE ORAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES m3EsKancAmGAwWma mm R.R. 01-22-04
OIE WAL PROPR(IARf, me CQww1ft DRAWNG TITLE:
T- P.O. eox 36s 111pOKS Or JACOM YnMR'ACTUA•IG ROOF VENTING
61G SOOT MARRA$ MK PROW= 10 WE
SAFETY HARBOR FLORIDA 34695 ROPOR FOR 9'M PIRPOKS RID NO K DRAWK NUMBER:
PHONE (727) 726-1138 PVT w nmzk MnmX1not o1ERs AD-PR-7006
tR
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT CAf
(OR SOLAR
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL 'A)
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)
I
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
:XHAUST DUCT SPLIT
1ND FASTENED TO RO OF
)ECKING OR BACKER
MTH MIN. 4— 8D NAIL
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
`
`SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
m-10�(SITE INSTALLED)
VENT PIPE
0-o-(FACTORY INSTALLED)
DETAIL ' B'
NOTES: +CONSTRIDN
OVAL:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPE ICFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. BYI EXHAUST HOLE GUT U T MAYOF DBE RUNING. THROUGH EITHER A SOUARE OR ROUNDJUN 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 IN .
APPROVED GLUE. D HOME
ETY STANDARDS
JACOBSEN HOMES NO1Ce DRAWN BY: DATE REV. LETTER:
,,,ESE muTloMs AM oRAwws ARE R.R. 01-23-04
�FRWKTART. AM CDf MTIAL DRAWING TITLE
N P.O. Box 368 w °lUtaS A " 1AM1fAC10 ImE PITCHED ROOF EXTENDED VENTS
NC, sua wuTeAts ARE rRavoEo ro n[
SAFETY HARBOR. FLORIDA 34695 RFMW FOR 9'ECIF R/A M AM WEI RE DRAWING IA11BER: J
PHONE (727) 726-1138 _IVT ammuL A MIXT FRa own AD—PR-7007
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15{ FAT MIN. INSTALLED OVER THE
FACTORY INSTALLED UKHRLAriENT W11H A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
151 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I C
FIELD INSTALLED RM SNEATHING (TYP.) b�
� y,
{ 6' WIDTH OF ROOF CEMENT WHEN
1 ( OPTIONAL 15 j FELT IS INSTALLED.
r1 I
r I r I r I r I
—
I IN
OPTIONAL LINER OF 15/ FELT y�
.J — -I QI
r� 1
ONE-PIECE SHINQE
UNOERLJ11YF11T
ROOF SHFA NG MR)
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 DECKNG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
t /z. yr
TO TO
3' 3'
a
FASTENING DETAIL WANDZONE IU
(110 MPH)
ALL EXPOSURES
NOTES: BMW APPROVAL: DAPIA APPROVAL
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED.
Revised
Oct 29,2007
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED � INC.
ARE JUST TO HOLD FELTIN PLACE UNTIL SHINGLES ARE INSTALLED.) .I�I'Zg UU:'��f1.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS 2 Engiric-10"19, (no` 7CTIDN
MANUFACTURED noSTANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
1m �► AND I�1N= AN
`"m'� �i O.A.
""" 10-24-07
"`" ""`�
ORION 1L PROPBE NX AN OIfIDEMIUL
MAMN&S OF JACOM UNWAMURM
DRATANG VM-
NT
A
P.O. BOX 368
pt onYA1F]IIAS AK PRm m 10 >HE
SITE INSTALL D SHINGLE AND UNDEitLAYM
SAFETY HARBOR. FLORIDA 3*95
NOW I;y15Pf1l1t: PM= NO W EE
DRAWING NUMOM
PHONE (913) 726-1138
IGP1 triil0D m me SEfAET RIM own
AD-PR-7008
TYPICAL ��FLASHING INSTALLATION
"7OFING TAR UNDER
11LING FLANGE AT
.L FASTENERS
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
OPTIONAL SHINGLES MAY BE APPLIED TO P
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR), p
TYPICAL SHINGLE ROOF
TYPICAL FIELD INSTALLED RAFTER
ADS' X 1' MINIMUM ROOFING NAILS
OR .113' X 1- MINIMUM NAILS MAY
SE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
OPT. SOLAR TUBE INSTALLATION
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON
UNDERLAYMENT. AND TOP OF FLI
UNDER SHINGLES, YNTH BOTTOM I
FLANGE OVER SHINGLES (BOTTOM
MAY BE COVER WITH SHINGLE TA
SECURED NTH AN APPROVED CA
TUBE SUPPLIED BY
SOLAR TUBE MAN.
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. I X 1' X 16 GA.
STAPLES 6' O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
XDAPIA APPROVAL•
A ROVED BY
.jtj% 1 0
i r1l INC.
AL MANUFACTURED HOME
RUCTION AND SAFETY STANDARDS
p NOnCF. DRAWN BY: DATL REV. LETTER
JACOBSEN HOMES XSE sK�TOG AW WAS AK M. T. 02-04-04
ElAwlOi WAL rRorl IMT• ADO CII�E111b11 DRAWING TITLE:
„ P.O. BOX 368 �A1LmeLs Cr utoeS., ROW01 CTIIIiX TIP. FLASHING INSTALLATION
Nc SWI w1IRu115 ARL PROvOD) TO hE
SAFETY HARBOR, FLORIDA 34695 IEGMI FOR SPEOTC PUF t %S NO MST 1E DRAB TR1118ER
PHONE (813) 726-1138 art CDfM k NO SEMI rM DICK AD—PR-7009
28
ADDENDUM
GENERAL 'NO TES , / TIE- DO I NS
NOTES:
I FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HONE.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS
3 VERTICAL TIES MAY BE SECURED TO THE SANE GROUND ANCHOR AS THE FRAME TIE -DOWNS 'AHF11 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. ViEN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE:NSTALI_T
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5 VERTICAL ME STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HONES FOR ATTACHMENT OF VERTICAL LIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S DISTALLAVON
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0* (82" I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ W SIDEW'AL.L HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH.I-BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 tIND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAM (AS SHOWN ON If. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NA10ALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL ME AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH K ANCHOR IS TO BE INSTALLED.
12 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS
15. ALL (;ROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REWIRED (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 REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCK94G REQUIREMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
NOTES:
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
�,.....���i��� DAPIA
O',%STE ROVED BY
Q
ENE 8703571
" •UTA''
Mac
.W 1 5 IM
INC.
JACOBSEN HOMES NOTICE TTM;;i@T�''- DATE: REV. LETTER:
TNESE SPE011CATIONS AND NNAVMCS AM C.L.Y. 5-19-95
\, ORIGINAL. PROPRIETARY. AND CONTIODRIAL DRAWNG 71ILi n
P.O. BOX 368 MATERIALS OF JACOBSEN YANUFACIURINC TD-GENERAL NOTES H
SAFETY HARBOR. FLORIDA 34695 OK SUW MATERIALS ARE PROUCED TO THE
REGENT FOR SPEC= WOOS NO MUST DE DRAINING NUMSM
PHONE (813) 726-1138 KEPT COWDDIft AIO SECRET TRoM orrus. AD-TD-0001
29
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE II&III/EXP. C & D
�\, v
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE 11
WIND ZONE III
MR. oTY.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
YIN. 0
YIN. OTY.
EA. END (f
EA. SECTION
ANCHOR
ANGLE
U.N. 0
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE-IIDOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE n
WIND ZONE III
SPACING
DBL.
DBL. HEAD
ANCHOR ANGLE
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
24'-O'
-12'
8'-0'
3150#
40'-50'
6'-8'
3150#
40'-50'
25-4'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
of
�S
1 o U
I�
p
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
FLOOR
WDIH
WIND ZONE 11
WIND ZONE III
EA. ENDD
k
EA SECTION
ANGLER
ANGLE
YIN. 0
YIN OTY.
EA. END
EA. SECTION
ANCHOR
ANGLE
MIN. 0
20'-0'
2
50'
2
68'
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.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
N
WIND ZONE II
WIND ZONE NF
SPACING
DEL HEAD
LEAD
ANCHOR ANGLE
SPACING
M HEAD
LOAD
ANCHOR ANGLE
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
3150g
40'-50'
24'-0'
12' 1
5'4
315011
40'-50'
4'-0
3150#
40'-50'
25-4'
12'
-4'
31501
40'-50'
4'-0'
3150#
40'-50'
26'-8'
12'
54
1 315DI
40'-50'..,1a
"I'lli A:-0'
1 3150#
1 40'-50'
OTES:..
�^w^�t�5Na.. a✓U ,,�
�M�� MrRVY/1L
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
�O "lj
Q�G`STE
NO %
PPROVED BYE
z SEE AD-m-0011 FOR UAXPAUIA PIER HEIGHTS REQUIRED FOR
THE LOADS
= r ENEB
M
BUL TAATED ABOVE.
_
5
•' 9��OF
INC
-
.��,e�'••., . pIA1 . '•�� .�
�'
A17(ML WN1fK111�N01E
as,� no sArm surovloe
66
JACOBSEN HOMES
NOTJCV
THESE SPEC7F1CAnaNADMMNGS ARE
k+�
C.L.Y.
HATE:'
5-30-95
R'
P.O. BOX 368
CRONA4 PROPRIETARY. AND CONFlDENTIAL
MATERIALS OE JACOBSEN UMAACMNG
INC. SUCH WATERKS ARE PRO40 10 THE
DRAWING TITLE
NORM. SPACING TABLES
O ARBOR. FLORIDA 34695
SAFETYPHONE
FOPfNT E�SK IC PJNS<5�
OTHEM
DRAWING NUMBER:
AD-TD-0010
30
ADDENDUM
S'6 11
ALTERNATE TIE —DOWN SPACING TABLES v O
ZONE II & III/W. C
LONGITUDINAL TIE —DOWN SPACING TABLE
MK
V ND ZONE 0
W ZONE 0
FLOOR
WL V.
u 00 ff
ANm
Away
lK on
om OF
mcm
0
EA. SBCiQM
�. 9
FA
� sLTaall
ML e
23'-4'
2
54'
3
40'
�O
24W
2
54'
3
40'
254
2
60'
3
44'
26'-8'
3.
38'
3
a
3
4T
4
41'
(SEE NOTE 14 FOR ANCHOR MGLES)
VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE
YIN.
MAX.
WND ZONE II
WIND ZONE If
sPAaI1s
A
ANIUR MOLE .
SPAM
LOAD
ANm Alm
MDlH
OVERRf1�ANG
'29 4'
12'
54
31501
W-45'
S'-4'
3150 f
33'-a
24'-T
12'
6-4'
31501
40'-45'
64
31501
35'-40'
25-4'
12'
514
31501
40'-45'
5-4'
3150f .
35-40'
26'-8'
12'
54
31501
40=45
6--4'
31M
35'-40'
12'
54
31501
a-45'
5'-4'
3154
35-9
(SEE NOTE 14 FOR ANCHOR ANW)
CsoDo Fp o00
,,......,
��•��,�� E IV
.���
•�
' No 45484 %
ivy
PC
�0 •• m` REF. CALC.
®A�F'•• : 1� 1 p p'� `?o�� C-TD - 215.01 - 215.20
�� is `••..... f9 e
'ONAIL
NOTES:
EiLtiIm APPROVAL:
DW APPROVAL:
1. SIX 0-M-OM FOR ADD11113M REQUtRE]OM
APPROVED BY
2. SEE AD-M-01.1 FOR YAXUN PER HEIGHTS WAMS FOR THE I =
TABW.ATED AM
16,2009
N1A-IN
TE-mm DEM ON in PAGEAPPILOI M TO DOUBLE 013 ONLY.
C
4. on Moo MQE SHONLt IN THE CHART ABOVE CANNOT BE ACNE%
.
FEDERAL CONSTKANURUCTION SAFERED HOSE
CONSTRUCf10N AND s+tfETr STANDARDS
AND
DLSTALLED M APPRDVfiD STAIRM PLACE.
JACOBSEN HOMES
UM 94nWIM M MOM AK
M.T.
06-04-09
DRn�rlc
�4LTERNATE SPAONG TABLES
P.D. Box See
tllaWL FFOFIE W W CMFMD ltAL
MAXIMS Or.' WWAOMM
—
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-1138
W. alai MAIMMs ARE FF&M TO IM
ItfF w Fat arc Ftlli bES AID IdZ K
IT CNIENK M MKT FROM OOHS
DRABEIG NU11EER99 AD-1T�0010.1
31
ADDENDUM
TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
YAX PER AD-TD-0010 TABLE PER AD-10-0010 TAW PER AD-M-0010 TAKE PER AD-M-0010 TABLE I'm *-TD-0010 TARE YAX
FIGURE 1.0
SEE FIGURE 20 FOR ALTERNATE TR 401111 IMOD
TYPICAL CROSS SECTION I I III
SNOWING TIEDOWNS J "� �00R'77 '
SEE NOTE 5 FOR .
YAWL HDHGHT
:-- ANW ANGLE ANCHOR ANGLE— 4 IR
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE -DON YE S �.(1���D V
NOTES: ENGINEER`. AE• •(jOCO���!' A V C�B i
,.�` p'�`.•'G�STFq ' F2 �.
1. SEE AD-M-0010 FOR SPACING TABLEScoo '•
ISEE AD-TD-0010 FOR QUANETY OF LONG1TWAL TIE -DOWN STRAPSIREQURED. Q No. 1 1 20
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND 01HM REOUREYENTS. _ ENE8703571 INC,4. SEE AD-TD-0001 FOR ADDITIONAL REQUREYENTS '
5. ZONE 2/EXPOSIJRE 'C': 6W YAXMUY HEIGHT ' '� •: S
If,
• ku
ZONE 2/EX OWRE V: 44' YAXWUY HEIGHT
ZONE 3/EXPOSURE V: 40' YAXMUD Y HEIGHT �•A, •' C7\REF. CALCS:
�`.
ZONE 3/EXPOMRE V; 36" YAXMUY HEIGHT �ii,�tss+�0• . •• • �� ���
I N017C� OlN�p11 DATE: IV. LETTER:
JACOBSEN HOMES THESE LETTER -
WE AND DRAWINGS ARE C.L.Y. 3-27-95
CRIGINAL. PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE
WITERNILS OF JACOBSEN UANUFACIIRNG FIGURES 1.0 AND 1.1
P.O. BOX 368 W- bTlCN NATEWAIS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 RECPlW FCR SUM PDA4M AND VM 1E DRAWING NUUBER:
PHONE (613) 726-1138 WT CONFWU& AM SECRET FROM OTNOM AD-TD-0011
i
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION II
MOWING ' 11EDOWNS TTP. RNR
TV.
men ma (SEE ROLE 0) Mon MME (a ROLE P) '
FIGURE 1.1
(DESIGN BW ON 951/f i—EAM cEx>ERRs AND se' HN SIMS)
NOTES:
1. SEE AD-1D-0010.1 FOR SPACMIG TABLES.
2. SEE AD-7O-00.1 FOR QUM" OF I NOE = X-CON STRAPS REWIRED.
3 SEE OTHER DETAILS FOR •MMING (PIER) QUAN 11Y AND OTHER REQUIRENE M
4. SEE AD-10-0001 FOR ADDIRONAL REIXIMEIM
5. ZONE 2AXPONRE 'C': 67' MAWN HDGIR
ZONE 3AVORK 'C'.' 56• "MIUM HEIGHT
6. *EH ANCHOR ANGLE SHOW) ON AD-1D-0010.1 CANNOT BE MOM,
INSTALL AN APPROVED STARLZER PLATE.
JACOBSEN HOMES
Nouca
1= WOMMOS AM WA1M ARE
MMM.. PFtaPFeUM AM WffM t X
DRAM Err
DRAWNO 11
MAMAIS OF JAC IM NAF01fAC 010
RHHARBOR,
P.O. BOX 368
OC SUCH Mhlff B AK PROYM TO IM
DRAWN If
SAFETY FLORIDA 34695
R27W FOR SFEOiC KWW AM WST IS
PHONE(813) 726-1138
MY C016MW L Alm MU FROM 003131s
�01%f
NAI 'e:°°°0
o�Al�aaaa�9�
SEE ROLE 5 M
YA101L9 MIT
APPROVED BY
ONOOP
,hm 16INC. ,2009
FEDERALA
CONSTRImom An &AFTY s
ANDAS
C-TD- 215.01 - 215.20
M.T. DATE 06-04-09
FIGURES 1.0 AND 1.1
AD—TD-0011.1
33
ADDENDUM gas
I� Stz
NORTIE-DOWN SPACING TABLES
ZONEI & III/EXP. & D
LONGITUDINAL TIE —DOWN SPACING TABLE
(�1
MIN.
WIND ZONE II
WIND ZONE III
Ug,v
FLOOR
WIDTH
MIN. OTY.
[A. END OF
EA. SECTION
ANCHOR
ANGLE
MIN. 8
MIN. OTY.
EA. END OF
EA. SECHCN
ANCHOR
ANGLE
MIN. 0
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
FLOOR
WIDTH
SAVE
OVERHANG
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
8'-0,
31501
40'-50'
6'-8'
31501
40'-50'
13'-4'
6'
5-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
0
MIN.
WIND ZONE it
WIND ZONE III .
^� v
FLOOR
N
UK OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
MIN. 0
UK OTT.
EA. END OF
EA SECTION
ANCHOR
ANGLE
MIN. 0
12 '-O'
2
64'
3
47'
O� p
�j
12'-0*
3
31'
4
33'
13'-4'
3
42'
3
1 55'
13'-4'
4
30'
4
38'
VERTICAL TIE—DOV TN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
' WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0*
6'
5-4'
31501
40'-45'
4'-0'
31509
40'-50'
13'-4'
6'
5'-4'
31501
40'-50'
4'-0*
31501
40'-50'
NOTES I
I. SEE AD-ID-000l FOR ADDITIONAL REQUIREMENTS '
2. SEE AD-TD-DO13 FOR WXIUU4 PIER HEIGHTS REQUIRED FOR THE:LOADSL,
TABULATED ABOVE.ENE8703571
ENO;EERV O nt�
�.�� Q�\ '�' \S T OFQ ,
�� �: •�,�NCH RFo F2 ,�,
DAPIA APPROVAL
APPROVED BY
�-�.--
JUN ' 5
3. MAX. EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRIONT OR REAR.
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
I -BEAM SPACING 96' MAJOYUN SIDEWALL HHEICHT AND 6' MAXIM U� SIDE
OVERHANG (6- Ori W4C MAX. EACH SIDE OF UNIT).
*
�: STAT'= F
y 4,
�i /F`� �/v� 1 QN, •��
�4 F N,
I N C
�L7FAhrwJK1U®N]E
coaipno,NoscmWAONM
JACOBSEN HOMES
NOTICE: �t/Itl 11
�mEsE SPE011CA1,01S AND DRAWINGS Aw
IIfILwe ' c.�.Y.
DATE: -
5—_30-95
REV. LETTER:
P.O. BOX 368
SAFETY HARBOR34695
PHONE (,,,)FLORIDAa726-1138
PRONAL. PKPFJE7ARY. AND CONFIDENTIAL
YAIFRIALS OF IACOBSEN UkffAClMNG
W_ SJCH NAXAkS ARE PROVIDED TO THE
KOPEK FOR S EOX RPPOSES AND M 51 BE
PPT C"MI- L NO Mau FROM omm
n
/H,
DRAWING TITLE:
NORM. SPACING TABLES
DRAW.NG NUMBER:
AD-TD-0012
34
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FEGURE 20 FOR eI.TEREEATE TEE—DOW RMID
ANGLE ANGLE
FIGURE 1.3
SEE FEGURB 7.0 FOR 1L WITE I E—DDIN 1lMD
SEE NDTE 5 FOR
MAXII01 HEIGHT
NOTES:
talfiNEE`R,,(�1[Qbb/l////�
DAPIA APPROVAL:
C•
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES
2. SEE AD-TD-0012 FOR OUANTY OF LONGIIUDIAL TIE -DOWN STRAPS REQUIRED.
�•�`�����. •��FO��''%
•�G\STEq�
APPROVED BY
N0. n '•_
000orp
3. SEE OT HER DETAIS FOR BLOCIONG (PIER) oUANnw AND OTHER REOLARFJAE M 4
4. SEE AD-ID-0001 FOR ADDITIONAL REOUIREMHNTS. -
EN 870357
-5. ZONE 2/E)(POSLIRE 'C•: 30• MAXWUM HEIGHTIN
-
INC,
-
ZONE 2/EXPOSURE •0: 48• MAXIMUM HEIGHT
ZONE 3/EXPOSURE •C : 28' MAXNAUY HEIGHT•
OF
[�p,
_ (
�.t�•'•//`%
ZONE 3/EXPOSURE V: W MAXIMUM HEIGHT
ty�. ��•
•
•N••L�
JACOBSEN HOMES
N017C)'��/
n+EsE sKcmnM AND DRAw�Illm"II
If o" C.L.Y.
DATE:
5-19-95
REV. LETTER:
DRAININGnnE FIGURES 1.2 AND 1.3
P.O. BOX 368
ORIMA
A
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
W. SLtH MAIEAWS ARE PRDVV D TO THE
RECFDIT FOR 9WX P WOKS AND VM lE
WT COIFEDI 4l DID SIM FROM OMM
DRAWING NUMBER:
AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
WNEIc TIF-DOWN SPACINGS
SEE FIGURES 1.1
FIGURE 2.0
1.3 FOR TYP. CROSS -SECTIONS)
NOTES
F;1 PAOVAL••. //i/
��
DARA APPROVAL
BYE
1. SEE AD-TD-OD10 FOR SPACING TABLES
REWIRED. =
�: F`�' No.F� '•
ENE8703571
APPROVED
2. SEE AD-TD-0010 FOR QUA►aTY OF LONGITUNAL TIE-DOW STRAPS
REQUIREMENTS.
;
1
3. SEE OTHER DETAILS FOR BLOMNG (PIER) QUANTITY AND OTHER
_
�• -
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
INC.
KbE
�I PT,
/O
JACOBSEN HOMES
NOTICE:
THESE sPEonunoNs AND DRAVANGS ARE
GRIGiNW PROPRIETARY, AND CONrMT1AL
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
/ \
DRAWING TITLE:
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (013) 726-1138
MA1T k OF JAC08S H MANUFACTURING
IMG SUCH MATEMS APE PRGNDED TO THE
RECIPDIT FOR SPECIIC PJMM AND WST BE
iVPT COtdWnk kc SEcto EROY oT1ERS.
FIGURE 2.0
/H\
DRAWING NUMBER
AD-TD-00I4
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE MEW OF MAIN FRAME
TIE-pO1VN STRAP
SEE OTHER oETALS
FOR TIE-OGWN STRAP
SPECIFICATIONS.
APPROVED ANCHOR L�c'.DED TO
MAIN I -BEAM (SEE OTTER OETAiLS
SEE AD-7D-0200 FOR FOR NELOW) 70 BE INSTAl1EC
RADIUS CUP DETALS AT W FACTORY.
(REOWRED TITS LOCATION). (MIN. 31501 WOWNG (DES13N) LOAD
AND 47251 ULTIMATE LOAD.)
00 GROUND ANCHOR
SEE OTHER DETAILS FOR SIZE,
wAXLE AND OTHER INSTALLATION NOTES FIG URE 2.1
SOLID HEADER (CROSWELBER) FRONT VIEW3• X 3/4' (= 1/2) . MUST BE LOCATED
CUT INTO HEADER W1MUS S• OF CAN
FOR STRAP ATTAChidENL VATHIN i OF MA
(FACTORY CUT)
Pam SEE AD-ID-02D0 FQ.3 I SEE F{A�IUS CLIP DETALSR
/RADILS CLIP DETAILS I
! (REQUIRED THIS LOCATIONS I (REOUTO THIS LOCATON).
5• MAx
TIE-DOTtN STRAP
SEE OTHER GETAILS
SIDE M FOR TIE -DOWN STRAP
SPECIFICATIONS
GROUND ANCHOR'
0 SEE OTHER DETAILS FOR SIZE,
° ANGLE AND OTHER UiSTALLATION NG-5.
FIG URE 2.2
NOTES: _ Uy &PPFOVAE::\'1• DAPrA A.—WOVAL:
1. SEE AD-TU-0010 FOR SPACING TABLES + • + tic I - - _ -'
2. SEE AD-TD-0010 FOR OUANITY V LONCIIUDIAL TIE-DOvm STRAFS RCOU:RED.
J. SEE OTHER DETAILS FOR BLOCKING (PER) QUANRTY AND OTTER REGLGREMENTS.
4. SEE AD-TD-ODOI FOR ADDITIONAL REWREMENTS. ��i •' 0rf .;"•
,,111lilt
1E1
ANOIOR BRACIET AND TIE-DO44
DEVICES ARE CERTIFIED BY OTHERS
K077C4 CRAWN BY. DA L. REV. LITER;
JACOBSEN HOMES T� SKCMA.O/S AND CRAI< M ME C.L.Y. B-13-55
WGNAL PI1:°WMy. AM3 COMWMAL DRAIMNG A TITLE:
P.O. BOX 368 VAT S OF iACOM YAMFACTLI0K3 FIGURES 2.1 & 2.2
!IL SUOI MAF., tas A;[ M VZED 10 IK
SAFETY HARBOR. FLORIDA 34695 a1st71T rat rEax napo56 AAD wsT t DRAWING NUMBER
PHONE (813) 726-1130 AL''I cnhnxNix ma s otff new Dauer AD—TD-0015
'47 I
LONGITUDIN�I'AL STRAP ATTACHMENT
CATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING, PART g 59011
(SEE MANUFACTURERS INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
TYPICAL LONG17UDWAL ANCHOR STRAP
(FlELD INSTALLED)
NOTES:: DAPIA APPROVAL
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS A P ROVED BY
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE I STEEL STRAPPING, 1 1/4" N1DE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL JUN 1 5 • m
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. I N C.
JFREDEMANUFACTURED HOME
CON RUCTION AND SAFEfYSTANDARDS
NOTICE: DRAWN BY. DATE: REV. LETTER:
•JACOBSEN BIOMES TNEg SPEOFICATIONS AND DRAWINS ARE M.T. 6-12-01
GRIGIM P�OPRIETART, AND CONFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURINC
P.O. BOX 368' UC SUCH 4ATEIMS ARE PRONDED 10 THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR, FLORIDA 34695 RECIAENT FOR SWIC PURPOSES AND MUST BE DRAWING NUMBER: AQ-TD-0016. PHONE (727) 726-1136 HEFT CUMPIIRO& AM SECrXl TROY OTHERS
38
ADDENDUM gas
SOT
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN. SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
YIN• oTY.
ANCHOR
URL OTY.
ANCHOR
FLOOR
WIDTH
EA. END OF
ANGLE
Ell END OF
ANGLE
O
EA, SECTION
IR1L B
FA SECTION
ImL B
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
SPAONG
D' HFAD
LOAD
ANCHOR ANGLE
SPACING
Del. HEAD
Low
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0'
12*
4'-0'
31501
40'-50'
4'-0.
31501
40'-50'
12'-0"
12"
4'-0'
3DO01
40'-50'
4'-0.
31501
40'-50'
13'-4'
12'
5-3'
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
UK OTY.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
Ell END GF
EA.OF
ANGLE
•��
EA SECTION
11DH. a
m
EA. SECTION
1111lL . e
10'-0'
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
YANO ZONE III
SPAONC
DBL HEAD
Low
ANCHOR ANGLE
SPACING
DBE. HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0'
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0*
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4"
12"
4'-0'
30651
40'-50'
2'-8'
3000j
40'-50'
NOTES:
ENa` ►� -�avAI�Q�, A
VAMTD BY
1. OFFSET SECTION %ITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
Q� • G\S T *F� ��
REVISED
THE ADJACENT SECTION MUST BE TIED DOTN AT THE MARRIAGE LINE IN ACCORDANCE
VA Di THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE Toi
SEP 0 9 1
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). .
'2. ADDITIONAL
. :.
'�' `•
C•
NC.
SEE AD-M-0001 FOR REQUIREMENTS.
�,
3. SEE AD-m-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
�'•!�9�j(g6r:'• .� FED
��i F�+''•
RAL MANUFACTURED HOME
STAND
ABOVE.
..IAh'••C����� COIISTRUCTION
AND SAFETY
JACOBSEN HOMES
TONS AN: +,IRE
nrcsE sPEanuTroNs AND DRAN'JICS ATtF
I �\r
R.R.
DATE
8-27-96
REV. EfrTTR
P.O. BOX 368
ORCINAL PROPPJCIARY. AND COINIDFNTML
MATERIALS OF JACOBSEN MANUFACTURINC
M AIRE PROVIDED
B
DRAWING TITLE:
OFFSET SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
AEOOPCNT RR SPEINC.
rnc NnvOSESS NO WAl BE
►APT C&#`CEIOAI NO SECRET n= OTHERS
DRAWING NUYDER AEI-TD-0020
39
OFFSET V
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
Y
•^l
DENDUM
TIE -DOWN SYSTEM
FIGURE 3.0
SEE FIGURE 4.1 FOR ALTERNATE TIK-DOWN WTHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
L
SEE NOTE 5 FOR
MAXIMUM HOW
mm ME
FIGURE 3.1
SO FIGURE 6.0 FOR ALTERNATE TIE -DOWN XMIOD
ITABIES ON AD-TO-0020 itlZ d4I AFPLY
TD THESE STANOM IAIUI-VIDE SEC➢OtS
OF THE UNIT -SEE NOTE 1. AO-TD-0010.]
TYP. RIAOR SYSTEM, TYP: CRoss-YE16ER
ANDIOR ANGLE ANDIOR
FIGURE 3.2
1I.114y ALTERNATB TIE -DORM IVETHOD
NOTES: --� �� :r••.. � DAPIA APPROVAL
1. SEE AD--0020 FOR SPACING TABLES (OFFSET SECTION ONLY). �� �O`.'�G\ST�,S, ,t�,)'' Z. SEE AD—TDTD-0020 FOR OUANITY OF LONGITUDIAL TIE —DOWN STRAPS REOUIRED. No. �. •, APPROVED BY
(OFFSET SECTION ONLY) __ ENE8703571
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUI TS. _ d`
4. SEE AD—TD—ODOI FOR ADDITIONAL REQU REMENTS ``` 7NrAINC,
5. ZONE 2/EXPOSURE C: 44NAXIMUY HEIGHT f''• /�L •� FEm
=NOW
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32" 0 24' WIDE MIN.)ZONE 3 i� �C�'•., . ...•. �\ `��� sw�ARpp
ZONE 3/D=RE V: 32" MAXIMUM HEIGHT (44' 0 24' VADE MIN.) QNAI E�;�```�
JAC O BS E N HOMES
THESE sPEaFTcAnoNs
ORIGINAL. PROPRIETARY.
I NOMCK S AND
AND DRAWINGS ARE
AND CONFIDfNW
DRAWN BY:
C.L.Y.
DATE
5-11-95
REV. LETTER
DRAWING TITLE:
❑„P.O.
box 368
MATERIALS OF
INC. SUCH NATERIALS
JACOBSEN MANUFAClMHG
ARE PROVIDED TO THE
FIG. 3.0, 3.1 & 3.2
A
DRAWING NUMBER:
SAFETY HARBOR, FLORIDA 34695
REO W FOR
RM MOSS Am MIST BE
PHONE (813) 726-1138
IFPT CKDENTIAL
AND SECRET FROM OTHERS
AD-TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE-GOAy . SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,,,,u,IrIITr►p,
NOTES: Ov �i� OAPIA APPROVAL
1. SEE ADm-oo20 FOR SPAG" l; TABLES (OFFSET SECTION ONLY). � ; . �q� . F2•,i
APPROVED BY
Q� No. o .
2. SEE AD—TD—=O FOR OUANITY OF LON01WAL TIE—DONN STRAPS REOUIRED.
(OFFSET SECTION ONLY) _ NE8703571
3. SEE OTHER DETAILS FOR BLOOC-4G (PIER) OUANIITY AND 01HER REOUIREIIENTS _ INC
4. SEE AD—TD-0001 FOR ADDITICCAL REOUIREYENTS T Q
IVA_ 01
lk
m
JACOBSEN HOMES
P.O. 90X 368IALS
SAFETY HA.Rc_-R. FLORIDA 34695
PHONE (813) 726-1138
xsE SPE011C TW)USS NOnAW DRANNIX ARE
OwNAL PROPIEETMY. AND C01110 nAL
YAIMW OF ACOM MAN NACRMC
�I MR 91CM � NO iT10b' K
IVT COrF10 TK NO gain N,DN CUM
�N,�, D,: C.L.Y.
"" 5-11-95
'�'' "/'�
/ `
/A--►1
DRAINNO TITLE:
FIGTHE. 4.
ORAFaWO NUYBEk
AD—TD-0022
,; 411
Rq� I ADDENDUM
R �1
C��gS ERR
ALTERNATE UNIT TIE -DOWN SPACING TABLES 5 0
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
�+1
MIN.
WND ZONE II
1YIND ZONE III
UK
�1
FLOOR
UIN. QTY.
EA END OF
ANCHOR
ANGLE
QTY.
EA. END IT
ANCHOR
ANGLE
,
Y�DTIi
EA. SCION
MIN. 9
EA. SECTION
WIN. 0
�O
20'-0'
2
36'
2 45'
24'-0'
2
46:
2 60'
25'-4'
2
50
2 67'
26'-8'
2
55'
3 30'
VERTICAL TIE -DOWN l / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
11
DEL HEAD
ANCHOR ANCE
SPADNG
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
1MDTH
OVERHANG
LOAD
20'-0"
12'
4'-0'
36701
20'
4'-0*
39001
20'
24'-0'
12'
1 4'4
3700#
20'
4'-0*
3950#
20'
25-4'
12'
6'-8'
40001
1 15'
4'-0'
39501
22'
26'-8'
12'
6'-8'
3950
28'
4'-0"
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
EA END
ANCHOR
ANGLE
uuH OTY.
EA. END OF
ANCHOR
WTH
O
EA SEcnoN
unl a
EA SECTION
Mw e
K
O�
20'-0'
2
50' '
N/A
N/A
�j
24'-0'
2
70'
N/A
N/A
25'-4
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
N/A
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN
MAX
WINCH ZONE II
WIND ZONE III
SPACING
DEL HEAD
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0"
12'
4'-0'
46001
N6'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
N/A
N/A
N/A
25'-4'
12'
4'-0'
40001
N/A
N/A
N/A
26'-8'
12"
4'-0'
4000
,
N/A
N/A
N/A
NOTES:
L�J1
Opt`
DAPIA APPROVAL•
.r • • ".
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREUENTS
no
2 SEE AD-TD-0031 FOR MAXIMUM PER FiE1CHT REQUIRED FOR THE LOADS TABULATED
ENE8703571 ': s
- —•. ?
ABOVE:
.. .A.
J. 20 N1DES -82' MAXIMUM I -BEAN SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
/ 67 �y '•
/2 ( 7�.
�'.-1el F . N�I�,• `� �.���
_.........-_.:..
nAlAl
J AC O B S E N HOMES
u /NTT
No�Ec�
THESE SPEaE1UTHXNs AND DRATM a ALE
,9Rf%w►E' : � C.L.Y.
DATE
6-13-95
REV. LETTER:
DRAWING ITLE:
ALT. SPACING TABLES
MONAL�PROPRQIART, AND CONIIDOIHAL
MATENIALS OF JACOBSEN MAWFACARNG
P.O. BOX 36B
SAFETY HARBOR FLORIDA 34695
LNG SU04 NAMIALS ARE PRONDM TO THE
RmPen rCR 91E= RFPW AND MST K
m
DRAWING NUMBER
A0— TD-0O30
PH 726-1138
MT CWWTK AmD sEcFv FRDu OTIT
42
�.6 ADDENDUM
ALTERNATE, TIE -DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
UW= HDGHT
4-. L FIGURE 5.0
SEE FIGURE Ll FOR RECOMIDED 710-DON MED
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TITS TIE -DOWN. CONFIGURATION A SME CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR = A DESIGN LOAD (TORIOAG IDAD) RATING OF
4,000 POUNDS AND AN ULTMATE LOAD RATING OF CODO POUNDS MUST BE USED. AN EQUIVf6ANT ARMOR MEETING THE ABOVE SPDMCATIONS MADE BY
ANOTHER MANUFACTURER MAT BE USED IN LIEU OF THE ME COT PRODUCTS ANCHOR.
NOTES:
THE ALTERNATE BE—DOM METHODS SHOM ABOVE ARE ACCEPTABLE FOR USE N
I. SEE AD—TD-0001 FOR ADOL110NA1 REOUIREYENTS
ALL WIND ZOI.ES AND INB07H EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
'OUTBOARD'
INSTALLING 7HE FRAME TIE —DOWN STRAPS AT THE I —SEMI THE MAX
2 SEE OTHER DETAILS FOR BLOCIGNC (PIER) OUA14717Y AND OTHER REOUIRENENTS
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE TiE—DOWN SPACING TABLES (AD—TD-0030).
RECOMMENDED YETHOOS FOR INSTALLING; FRAME TTE—DOTINS.
4. ZONE 2/0(POSURE 'C': 3X YA7CM:lY HEIGHT
ENt�Hfot,AFPROVALLI.. ''
DAPIA APPROVAL
ZONE 2/EXPOSURE'D': 27- MAXLIPJM HEIGHT
%% �N
-
NU HEIGHT```�O
'D': PLICATION
No, 6;. •��i'i��
- ^
ZONE 3ZONE /EXPOSURE THIS IS NOT APPLICABLE.
,�1
`
JACOBSEN HOMES
NOTICE `r'rr"
THESE SPwnCATXrrs
' BY:
C.L.Y.
DATE
6-13-95
REV. LETTER:
P.O. EOX 368
AND DRAVOM ARE
DfiONAL. PROPRIETARY. Mu CONFIDfJInft
UATMA S OF JACOMMUFACTO
M UROI
DRAWNG TITLE.,
FIG. 5.0
„
SAFETY HARBOR. FLORIDA 34695
or Ala MAXUS ARC PRDHD:D TO THE
RLOVIT FOR SPECFX PJWM AM TAW RE
DRAWNG NUMBER:
PHONE (813) 726-1138
IvT 0WIDINTIAL AM moo n w 0Tfm
AD-TD-0031
•43
;,ADDENDUM
CO
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6
QQ ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
WIN.OTY.
ANCHOR
WIN.OTY.
ANCHOR
FLOOR
IMDTH
EA END OF
ANGLE
EA. END OFANGLE
��Q O
EA SECTION
YIN. A
EA SECTION
MIN. B
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
254 1
2
45'
2
58.
26'-8'
2
48'
3
370
- ING TABLE
VERTICAL TIE-DOWNII / FRAME TIE DOWN SPAC
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
� NERD
V LOAD
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
LAVE
OVERHANG
20'-0'
12'
N/A
li
N/A
N/A
N/A
N/A
N/A
24'-O'
12'
4'-0'
�,4000j
20'-30'
4'-0'
4000#
20=-30'
254
12'
4'-0'
4000 j
20'-30'
4'-O'
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
1 -4'-0'
40001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
WIN. W.
ANCHOR
N
FLOOR
WIDTH
EA. END ON
EA. END
ANGLE
FA SEC110
WIN. DI. A
IO
EA SECTION
YIN. 6
20'-0•
N/A
N/A
N/A
N/A
24'-0'
2
60,
3
45'
�1 I
254
2
66'
3
48'
I
p
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND
ZONE II
WIND ZONE III
SPACING
DOIL HEAD
LOAD
ANCHOR ANGLE
SPACING
� HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
264
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
1 S-8'
4,000¢
20'-30'
2'4
4000#
20'-30'
25'-4'
12'
4'-O'
4000J
ZS!-30'
S-2'
4000$
1 W-30'
26'-8'
12'
4'-0'
4'000 j
25-30'
S-2'
4000#
25'-30'
NOTES:
ENGINEER IfYVNIIN#fill,l�
DAPIAAPPROVAL'
IENDWALL
C: ��c0''':,.,
PPROVED BY
1. OFFSET SECTION VAIN THE MARRIAGE LINE WALL EXTENI)m BEYOND THE of
THE ADJACENT SECADN MUST BE TIED DOWN AT 7HE MARRIAGE LINE IN ACCORDANCE
,•
`• �Q,.\STEM .C�2 :�
;Z�G
ON
WITH THE TABLES ABOVE THE SIDEWALL SAE AND THE ADJACENT SECTION(S) ARE TO
BE TIED DOWN N ACCORDANCE WITH THE ALT. SPACING TABLES (AD-TD-O030).
? No.
Eno,/ r
.�1 1 'F
A
INC
2. SEE AO-1D-0001 FOR ADDITIONAL REOUFUENTS
r .� =
ar `
rt�, , : uFeuiort
CW •-: v..•.. S�i1�SINCM1Od'
3. SEE AD-TT}-0033 FOR YAXDJUY PIER HEIGHT REOUIRED FOR THE LOADS TABULATEDABOVE.
,�^�y
.AC
(. , ��• ��.
JACOBSEN HOMES
NOTICE: '�i� is +
THESE SIONS ANDDRAMNCS'�i�:
AV
• ���`�` C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAVNG TIRE-
ALT. SPACING TABLES
P.O. BOX 368
OPoONAL; PROPRIETARY. AND CO16WRAL
MATERIALS OF JACOM MANUFACNRING
HARBOR. FLORIDA 34695
PHONE (8131 726-113a
WC. IERIALSSAFETY
gIPROWMED TO THE
I�FOR SPECETC R�NP= APO OW K
KEPT CONDDRPL LLD SECRET FROM OTHM
DRAWNG NUMBER:
AD-TD-0032
44
rOr IS NO SEE ��E +
ADDENDUM
105 ►'" BURS gE4�
4°11�E �c�o ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
AKLE mu
FIGURE 6.0
SEE FIGURE &I MR RECOTDIENDED TEE-DOTN METHOD
SEE NOTE S FOR
I AIO" HEIQ1r
(TAMES ON AD-TO-M MINE APPLY
TO THESE STANOMr01AILD-11E SECMIS
OF THE UKT -SEE NOTE 1. AD- D-M]
TYP. FLOOR SISTW 7 TIP.
ANON>tE "I M1010R ANdE
FIGURE 6.1
SEE FIGURE 32 FOR RDODNDMM TZ-DOTN KE HOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DOIIN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2)), AUGER ANCHOR UITH A DESIGN 1DAD (TORiDNG IAAD) RAIN OF
4,000 POUNDS AND AN ULML47E IDAD RATING OF 6,000 POUNDS MUST BE USED. AN EQU(YH,ANT ANCHOR WTING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES: THE ALTERNATE TE-DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
1. SEE AD-TD-0001 FOR ADDMC NAL REQUIREMENTS. ALL 010 ZONES AND N BOTH EXPOSURE 'C' AND EXPOSURE V. HOWIEYER, BY
INSTALIAIG THE MARE RE -DOWN STRAPS AT THE 'OUTBOARD! 1-BEAN THE MAX
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUIREMENTS. HEIGHT OFF THE GROUND IS GREATLY REDUCE°. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020). RECOMMENDED MEINOOS FOR INSTALLING FRAME TIE -DOWNS.
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010). ENGINEER I/, OAPIA APPROVAL:
5. ZONE 2/EXPOSURE ALSO SEE AD-M-oV. 02 32µDLIKWUU HEIGHT .�`````�� • C �'DO��'''''-i
ZONE 2/EXPOS1RE '0% 24- MAXIMUM HIOCHT PPROVED BY
.� Q �,�S7ER ••.F -
ZONE 3/EXPOSURE 'C': 24- MAXIMUM HEIGHT 0.
ZONE 3/EXPOSURE '0. 28- MAXIMUM HEIGHT z E870 .11�1 i 5 t�96
-• INC
NTP
y vCWrnTr+04a
JACOBSEN HOMES Dim S1E�TM � MA►= I+ � `"+ C.Q.Y. DATE- 5-30-95 �" `�"�` 11111111+
ORIGINAL. PROPRIETAR1; ANO IAN UAIML DRAWING TITLE:
P.O. Box 368
„ MATERIALS OF JACOBSTH MANAPACTUiX GIG. 6.0 qX, MASS ARE PRON�D TO DIE
�.)
N,G
SAFETY HARBOR. FLORIDA 34695 . KOPEK FOR 91CM PIAP(is<S NO MAT E DRAWING NUMBR
PHONE (813) 726-1138 IIPT COMOER& AND SECRET IRGII onm AO-TD-0033
45'
ADDENDUM �Ug�
_ T
ALTERNATETIE DOWN ' SPACING TABLES �(
D
ZONE II & III/EXP. C &
LONGITUDINAL TIE -DOWN SPACING TABLE
F+1
MIN.
W,ND ZONE II
WIND ZONE III
UK on.
ANCHOR
uw oTr.
ANCHOR
V
FLOOR
EA. END Of
ANGLE
EA. END OF
ANGLE
WIDTH
EA sEcnaH
MIN. a
EA SECTION
MILL e
12'-0'
2
43'
2
55,
13'-4'
2
50
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WN.
MAX,
HIND ZONE II
WIND ZONE III
SPACING
I ��
ANCHOR ANGLE
SPACING
LOAD DEL. HEAD
AN ANGLE
FLOOR
OVERHANG EAVE
12'-0"
6'
4'-0'
37501
20'
4'-0'
3900j
22'
IS-4'
6'
54
3850 j
25'
5'-4'
3960#
30'
THIS ALTERNATE APPLICATION
REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
i'
(�
MIN.
WIND ZONE II
WIND ZONE III
IN. oTr.
EA. END OF
A1mEDR
ANGLE
ulx. OTT.
EA. DID OF
u+a+oR
ANGLE
v
FLOOR
S�
\v\ p
WIDTH
EA SECTS
UK 0
Ell SECTION
UK 9
V
12'-0'
2
64'
3
47*
12'-0*
3
37'
4
33'
�O I.
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�-
HEAD
ANCHOR ANGLE
SPACING
DB OAADDAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'-0"
6'
4'-0'
I3950#
25'
2'-8-
3930@
20'
13'-4'
6'
4'-0"
39601
25'
2'-8'
4000#
30'
THIS ALTERNATE APPLICATION
REQUIRES, 4,,000 POUND ANCHORS
NOTES
ENCittE(a FR�L. O� 4i
OAPIA APPROVAL
1. SEE AD-TD-000T FOR ADDITIONAL REOUMENTS
.�'��O? 'c,�STER • FZ
�� �; N0. lc0
APPROVED BY
2. SEE AD-TD-0036 FOR MAXIMUM PIER HEIGHTS REOWIZED FOR THE LOADS
TABULATED ABOVE.
Qk,
= ' ENES703571
_ _7N]
[f I 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT�OR REAR.
I C
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144' FLOOR WIDTHS WH 95 1/2'
�•� `
���•'•. / 6 q` •�����
�� • No `-. •,(��
rtntwK roves t V
41
taawCtA1os�HTriLrp�Ip
I -BEAM SPAC1% 96' MAXIMUM SIDEWALL HEIGHT AND 6' MA7W(UM SID E•,�
• ��•
����i S'S/� •
OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT)
t..... E` ����`
JACOBSEN HOMES
NOTICE • f 4/+M
THESE ��TIMS AND ORAKM ARE
WONAL, PROPRIETARY, AND CI7181DE11TIAL
C.L.Y.
DALE
5=30-95
REV. LETTER
A
DRAWING TITLE
TABLES
MATMALS OF JACOM UP UFACTMNO
ALT. SPACING
P.O. BOX 368
SAFETY HARBOR, RCIRIDA 34695
PHONE (813) 726-1138
N- Wm YATEiMU ARE PROM W TO THE
RECMT rat 9ECric PLL61= APO M57 BE
IIEPTIi)DItF1DD TK APO 100 FROM O1N'n
DRAWING NUMBER
AD-TD-0040
46
ovo's
�poo�
R,%p ADDENDUM
ALTERNATE. TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANU MOLE
FIGURE 7.0
SEE FIGURE L3 FOR RECIMIDED TIE -DOWN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
WAN HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
M USING THIS TIE-DOW CONFIGURATION A STYIB CREST PRODUCTS YODEL 573H (TYPE 21 AUGER ANCHOR TO A DESIGN LOAD (WOWIG IDAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATDX OF 8,OW POUNDS MUST BE USED. AN EQLDYD,ATR ANCHOR IdLW THE ABOVE SPECIT mNS WE BY
ANOTHER MANUFACTURER MAY BE USED IN LZU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES;
1. SEE AD-M-OODI FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANIITY AND OTHER REOUIREIOTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TO-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAMUM HEIGHT
ZONE 2/EXPOSURE '0': 28' MAXWUY HEIGHT
ZONE 3/EXPOSURE 'C': 28' MA)3WUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAIOMUM HEIGHT
5. SEE AD-TD-OD35 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOIN EXPOSURE 'C' AND EXPOSURE V, HDWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' F-BEAM THE YAX
HEIGHT OFF THE GROUND S GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. .
O?'•�G�STFA
Q No.
,FNEa7Q24*�
IN A APPROVED BY
oLN`6
G
con3—io.4w wcn SiMOMOD
JACOBSEN HOMES
1" P.O. BOX 368
NM#m �'�<ls
TIiSE SPEH7FiCAT10115 AND DRAIWG$ AaAE
aEaMAI, PROPIaTN1Y, AIN CCIfFDDITIK
YATFRIALS OF JACOBSEII YA:ACT A
rK SUCH MAMUS Ara PRAM TO 7NE
���CPI�°°''. C.L.Y.
°A�` 5-30-95
�1
DRAWING 7ITLE
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
AEC w FOR sm pifto NO YIAT i
DRAWING NUMBER:
PHONE (B13) 726-1138
IDPT CWWTIN. AND SEaET FROM ortm
AD-TD-0041
47
ADDENDUM
SC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL B
( I \ FRAMCOMEEOFF HE 'TOP'ROF THE AP AI -BEAM
SEE DETAIL 'C'
DETAIL 'A'
IUCKLE WIT} 31501
Y MINIMUM (DESIGN LOAD)
DETAIL `B'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAPI ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIE 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).
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TO-0200) OR
C
SIMILAR DEVICE TO
PROTECT STRAP .AT ALL
SHARP CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
,;q,3jQH,,AT LONGITUDINAL TIE CONNECTIONS ALSO.
�.. srit�y%,,,
O.Tmuu cwncyvTo: � nF •. • %.
Q No. o
910334
STATE OF.:
IA
siri
AND
J AC O B S E N HOMES T sE SPE.FICAnQTs`ACWo oRAnlNo ARE
DRONAL. PRa'KTAR' AND Ca1FDDT1IAL DRAWING
P.O. BOX 358 UATMALS OF JACOBSEN YANUFA SUS NG
INC SU01 YATMALS ARE PROMM TO TT£
SAFETY HARBOR, FLORIDA 34695 RECMI FOR SPEWC P1IRP0SE5 µD MT BE ORAVANC
PHONE (813) 726-1138 KEPT COtiMTIAL AND SEMI TRW OTTERS
DAPIA APPROVAL. -
APPROVED eY
000or
ON 11
FMFRAL MMUFACMED HOME
H S NOV 2 4 1998
M.T. DATE: 11-18-98 REV. LETTER:
MISC. TIE -DOWN B
AD-TD-0050
48
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE III
`1 FLOOR ft CITY. AK43R UK OTY. ANCHOR
EA. END OF LE EA. SEOF ANGLE
O WIDTH EA. SECTION UK
RL B [A. SECTION 1AN. e
3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE II WIND ZONE III
FLOOR EAVE DSL ► EAD DeL WA
WIDTH OVERHANG SPACING LOAD LOAD aNCK1R ANGE SPACING ANCHOR ANGLE
30'-8' 6' 6'-9' 31501 41-46 5'-5- 31501 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
t� MIN. VAND ZONE II WIND ZONE III
�U FLOOR UK OTT. ANCHOR UK Olti ANCHOR
VADTH EA. END OF IN. SEC EA. Of K �.J ESL SECTION MIN. a EA. sEctIDN uua. e
9-87 4 42 4 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZONE Q WIND ZONE 10
FLOOR EAVE SPACING DBIL R'`AD ANCHOR ANGLE SPACING Del. HEAD ANCHOR ANGLE
WIDTH OVERHANG LOAD LOAD
30'-8' 6' 4'-6' 31501 46-50 4'—p' 31501 1 49-52
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REWIREWNTS.
2. SEE AD—TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
c 4/4 - 974.G1-
11111111u,..
nt
�� (y:.�G�STER� .• � �.�
Q No. o'•
910334
STATE OF'-'� c
JACOBSEN HOMES
4
THESE SPEpF1G11XIN5 A11D auaracs ARE
CRONAL• PROPRIETARY, AN0 OOP UNTIAL
P.O. BOX 368
MATERIALS OF JAC089A 1IUWACIMiNe
SAFETY HARBOR, FLORIDA 34695
01C 9 N NAIDSALS ARE PROYM 10 0[
RECRENT FOR SKCS PUt M AM VM gE
PHONE (727) 726-1138
KFI WOODMAL #4 SECRET mow ono¢
11ANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
DAPK APPROVA p 0 S In
APPROVED BY
IN14
"CEIuawrArAnaleowAE
INC.
man�clauwsArErrstANsuos
iq"�
DATE
M.T. 2-8-99
NORM. SPACING TABLES
It AD—TO-0070
"C° . 49
ADDENDUM
11
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER 0-TD-0010 TABLE PER AD-TD-0010
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET MCHOR LEAD
OF (TYP1
SEE
TIP. FLOOR
-DOWN SYSTEM
PER AD-TO-0010 TARE PER AD -ID -WO TABLE ' PER AO-ID-0010 TABLE MAX
FIGURE 10.0
20 FOR ALTERMAN M-DOIN KETHOD
TYR 005-ML]ffRR
—01AS9S /
ANCHOR ANGLE
FIGURE 10.1
SEE FIGURE 50 FOR ACIERIM =-DOWEL METHOD
ITff. CALCS.
3 SEE NOTE 5 FOR
4 MAXOIW HEIN
N
C `"4- 11, e*— 9/.
WINEIZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: EN W, 091 E.! DAPIA APPROVAL•.
1. SEE AD-TD-0070 FOR SPACNG TABLES. ' ?� No. APPROVED BY
2 SEE AD-ID-OO70 FOR QUALITY OF LONG11WAL 11E-OONN STRA �S REOURED. z 910334
3. SEE OTHER DETAILS FOR BLOOM (PER) QUANIITY AND OTHER REOUIRE MENTS.
r
4. SEE FULL ADDENDUM FOR ADDITIONAL REOURBOTS. ;.-o ; STATE %A ;•W
5.. ZONE 2/EXP0SITRE V. 56' MAXIMUM HEIGHT INC.
ZONE 2/E�OSURE V- 40' MAXIMUM HEIGHT �ii� !fir,... ,� FE�MMW�p�
ZONE 3/EPOSURE V: 56' MAXIMUM HEIGHT ��i ��" �TMOO Mos�rrsarOM
ZONE 3/EX POSURE V.- 40' MAXIMUM HEIGHT s,. ........
. ..
JAC 0 BS EN HOMES N0T1 DRA DATE REV. LETTER:
TIfSE sPEa1cATlaHs AM 10 oRA NGS ARE M.T. 3-1-99
draOM PROPREURY. AND Car immim DRAWING TITLE:
ffHmM,F P.O. BOX 368 MA11_ IEAIALS Of UCOBSEN UQAFAC FLM FIGURES 10.0 AND 10.1
alai MATMALS ARE PWVM TO THE
SAFETY HARBOR, FLORIDA 34695 REOW FOR 9E1 M ROM AND WST BE DRAWUIC NUMBER: AD— TD=0071
PHONE (727) 726-1138 WT C%fVU ML AND sEM FROM OWrE
ADDENDUM. gas
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1
/
LONGITUDINAL TIE -DOWN SPACING TABLE
v
^ O
Y
MIN.
FLOOR
WIDTH
WIND ZONE d
WIND ZONE 11
YIN. OTY.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
UK a
YOL Olt
EA DO Or
Ell SECTION
ANCHOR
A NGLE
YW O
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DL
LOAD
ANCHOR ANGLE
SPACING
°
LOAD
ARGICt ANGLE
154
6' EACH SIDE
C-10'
31501
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
O
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE nl
OTQTY.ANGLER
EA. Jl E END OF
EA. SECTION
ANGLE
YOL 9
ID .
. DID OF
EA
EA SECTION
ANGLER
ANGLE
Y9L 8
15-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
SAVE
OVERHANG
SPACING
DBI. run
LOAD
ANCHOR ANGLE
SPACING
O LOAD
ANCm AMU
15-4'
6' EACH SIDE
4'-6'
3150142-50
4'-0'
31501
44-50
VANDZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. c w 4 — j /2. (/I — -72 , l6
TTTrrLrrrt
NOTES:
I. SEE FULL ADDENDUM FOR ADDIDONAL REOLI MENIS.
2. SEE AD-TD-0073 FOR MkVL4JM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE
3.. MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.IN
/
4. ABOVE TABLES APPLY TO 184' FLOOR VADTHS WITH 95 1 2•
I -BEAN SPAGNG, 46' MA)OMUM SIOEWALL HEIGHT AND 6r YA70YUM SIDE
OVERHANG.(6- OVERHANG MAX EACH SIDE OF UNIT).
ENO``L R OVAS
.Tj �
`��� co \STEq�.�!
•�
Q� No. O
910334
�,• STATE OF :��,` .
, p P,•� :
'� �' \ ��""'��°
�' S ''
,
DAM APPROVAL•MW
gPPROVED BY
INC.
wltsn�cTawor+vrTrtwaRRr
JACOBSEN HOMES
®
P.O. BOX 368
„ SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
Nor, AILr
TxESE sPEanwTloxs AND IIRAWNC$ ARE
ORCHAL PROMETARY, AND CoftiLNIIAL
MATERIALS OF KCOOSEm MMOSACTURING
W_ SUdI YATEMALS ARC PROVIDED TO THE
RCtma fart SPEarc PIR m$ kc UZI K
►YPT Winxxlm AND SECRET rROV cuts
Le BY:
M.T.
DAIS
2-8-99
REV. LETTER
DRAWING TITLE:
NORM. SPACING TABLES
DRAWING NUMBER:
AD-TD-0072
SZ4
ADDENDUM
TIE -DOWN SYSTEM
— ,.r-1 -. 1 .. rm n,-lu-wil. MAL nx w-lu-wiz 1pm nx w-111-wiz mu PER *_m_ D12 TARE Ila
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TIE-DOVN YEI'FWD
TYPICAL CROSS SECTION
SHOWING JIEDOWNS
M. FLOOR SISIEM
11
SEE NOTE 5 FOR
YA=IW HEXHT
N
ANM ANGLEANGLE
ANC}IOR
OF NX ) � FIGURE 10. 3
( SEE FIGURE 7.0 FOR ALTERNATE IIE-DOWN i IIOD
NOTES:
I. SEE AD-7D-0072 FOR SPACING TABLES AND NOTES.
2 SEE AD-TD-0072 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOLIWO TENTS
4. SEE FULL ADOETD N FOR ADDITIONAL REQUIREMENTS
5. ZONE 2/1E)POSIM 'C: 56' MAXIMUM HEIGHT
ZONE 2/0POSLIRE V. 56' MAXIMUM HEIGHT
ZONE 3/EPOSURE V. 56' MAXIMUM HEIGHT
ZONE 3/0POS11RE V. 56' MAXIMUM HEIGHT
REF. GLa. C q2.
..Nluullu,.._
.G%ST E,q '•��!
� No. Fo
910334
-Q STATE CF
JAC O BS EN HOMES THESE SPEQFlOA�IMS � oR,+►,(cs ARE
ORCINAL. PROPRIETARY, AND omnDEENTIAL
„ BOX 368 MATEAULS Of .MOOS), „ANUFACRMING
P.O.
SAFETY HARBOR
, FLORIDA 34695 D_ 9xH MATEM+ua ARE FTtMM TO THE
AND um PE
PHONE (727) 726-1138 APT CONNRI)OM& WD gUM FILCH UMM
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
D" APIMK
APPROVED BY
0 oor
N A
RLOHYa,iWf�CR/I®NO,E INC.
oasTraa,Awwertwalol
M.T. I DATE. 3_1-99 REV. LETTER.
FlGURES 10.2 AND 10.3
AD-TD-0073
52
ADDENDUM �S
Slit1�
OFFSET UNIT TIE —DOWN SPACING TABLES 1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN,
HAND ZONE II
WIND ZONE M
Wt Im
ANCION
NI11 on
AWN
FLOOR
MOTH
END OF
ANGIf
F OF
A END
A
O
EA SOON
U
1IT1L a
FA SEr1;1a1
K
� e
12'-0'
3
47'
3
61'
v�
2
54'
3
41'
15-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TEE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE 0
SPAMLOAD
ANCHOR ME
SPACIIG
MIL HEAD
MGM ANGLEMOTH
FLOMOTTHH
OVERHANG EAVE
12'-0'
'12'
5-0'
31501
40'
4'-0'
3150#
39,
12'
5-0'
31501
41'
4'-0'
3000 j
a
15'-4'
12'
S'-0'
31501
43'
4'-0'
30001
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
A.
EA ENDD OF
A1aroR
AN"
WE QTY.N+ai
EA END OF
OR
MILE
1J
FLOOR
��
O
WIDTH
FA SEC11011
L!l e
FA sEceD11
rL e
12'-0'
4
45'
4
60'
3
45'
3
60'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
FAIN.
MAX.
WND ZONE I
WIND Zm 8
SPAM
Lw
ANCHOR AM
SPAM
DIL WA
In
ANCHOR ANRE
FLOOR
WOlH
OVERHANG
12'
4'-0'
31501
40'
S-0'
30001
39'
12'
4'-0'
30650
41'
3'-0'
30001
3'
15-4'
1Y
4'-0'
3M
43'
3'-0'
30001
41'
MOTES: f-6, 05 _ C4 L4.5, c- sL - 1.6 12-
ENGINEER A +PjipYAE^ 4 4111 e f
ff. CALCs C — U - 17c -
p •,
17 , O
1. OFFSET SECTION WIN THE MARRIAGE LIE WAIL EXTENDING BEYOND THE ENDWML OF
BE TIED Dorw AT THE MARRIAGE LINE N.AHxIDRDANCE
.•i✓�......... �O
�� ••� q�:•., y
D BY
THE ADJACENT SECTION Must
•.
G
WITH THE TABLES ABM THE SIDEWIAIL SIDE AND THE ADJACENT SECTIONS) ARE TO
•
BE TED DOWN N ACCORDANCE NIH'THE NORMAL SPACING TABLES (SEE AD-TD-0010
•
JUN
FOR 12'-T & 13'-4' VMDES, AND AD-1D-0070 FOR 15-4' NIBS
* '
2 SEE AD-TD-0001 FOR ADDITION& REWIfEIENTS.
STA ;
INC.
3. SEE AD-TD-0081 FOR "* M PIER HEIGHT REWIRED FOR THE LOADS TABLILAI D
�yE
s
•. c� J' Q •
•:,� O R19p:•• ��+ •:
L MANI1fxCTUiI� ItOATE
•
gums
JACOBSEN HOMES
N r�
>fmsA���►
'��•T•
DATE-
6-8-04
Kv. tEr�
DRAWN 111M
OFFSET SPAUNG TABLES
P.O. Box 3sa
.
GIN KY, MV.
i 17Q IALS °F A erg" M""UF
to
A
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
W. sllal MAXIM ARE
KOW FCR 9Eli1C I+IhP M
Or oOIFIDO & NO
I
DRAIYNG KNEIEtt
AD—TD-0080
,553
15F
ADDENDUM
OFFSET UNIT
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
ninwun rr nnuM menu^.
TIE -DOWN SYSTEM
FIGURE 11.0
Sm Pim 4.0 RR 911=2 72-DOVN 1D WD
[TALES ON AD-1D-M DUE AIRY
10 30E SFANAAM iK -ICE SECDdIS
OF TIE UNIT -SEE NOTE I, WM-M]
TV. CROSS SECTION($)
TYP. Rm sTsEm SHOWING TIEDOWNS TDP. FLOW SYSIDI--7
SEE NOTE 5 FOR
71 1 L III
MADMI IEIIiIT
A
AND'IL� � � Algiat ANGLE_
ANGLE . ANGLE
FIGURE 11.1
SRI n= EE FOR AM= 19401IN STD
TIP.
Man ANGLE—I'R
� svice i�.oJ'
FIGURE 11.2
(r 7.08
04 IN u1mm W-DODN 103180D
NOTFS•un+*�yc,YrO� e.
DAE'IA APPROVAL
I. SEE AD-TD-0080 FOR SPACING tAe1Es (ofFSET sEc110N oNLDO PPROVED BY
2 SEE AD-M-M FOR 0UAN1Y OF LCNfiAM TE-DONM STRAPS REMM. '� ,•' G' F ✓
(OFFSET SECTION ONLY) 0. (?(j4 � e
a SEE OTHER DECALS M BLOCKNiG (PIER) QUANTITY AND OTHER REQIARE)1ENTS. ', JUN 11 20
4. SEE AD-TD-0001 FOR AODRIO K REQUIREMENTS. OG�• »
S. ZONE' 2/EltP06URE 'C: 48' AIA)0Z11Y HEIGHT �
• INC.
ZONE 2/E)Q+061IRE V: 40' MA)OMUM HFJCEIT-36' FOR 12'-0' WADE UNITS '�9�. '••• � OP. ��qFE IERAL NUFACTURED HOME
ZONE 3/E)O'OSIIRE V. IT!' MAX4IUY FEICHT • �' � �� TRUCNDN AND SAFETY STANDARDS
ZONE V: V: 40' MASIN FEItEiT
JACOBSEN HOMES
11
mncm r`''"
„M VEaFlMMS AID MAWM ARE
�
M.T.
DATE
6-8-04
REV. LETTER
BOX
• PWNTE Y. AM CONFMM
M"10M OFJACOBSEI) MWACRAR�N'
OR/1WWG 111 L.
FIG. 11.0, 11.1 & 11.2
P.O. 366
SAFETY HARBOR, FLORIDA 34695
mT Fq SA)p MIST If
DRAYS O'
PHONE (727) 726-1138
WT OWW'DAL AND SIXRET FROM OIDERS
AT)-TD-0081
54
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD-TD—MM FOR SPAONC TABLES (OFFSET SECTION ONLY
2. SEE AD-70-008D FOR OUANITY OF LON07UDIAL BE —DON STRAPS REWIRED.
(OFFSET SECTION ONLY)
I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTNER REOUIMMENTS.
4. SEE AD—TD-0001 FOR ADDITIONAL REOUIRENENTS.
SEE C41 , P6,
(-sd- Ifs•o- /6.m
SECTION
910334
00,
STATE Of : �w
DAPIA APPROVAL
Rk. MAN":FACTiIRE0 F .M.
STRUCT.IONA1, SAFElYSTA,.0ARJS
JACOBSEN HOMES NOTICE — DRAW Or R.R.
DATE s-9-ol" LETTER:
TIESE sPEaTICAnoRs AND piA1tINCS ARE
COCWAL PROPRIETARY. AND OQ WIIAL DRAWING TITLE: FIG.' 12.0
P.O. BOX 368 MATERIALS OF AC0901 YANUFACnIRWG
34695 W' sm MAIMS ARE PRONIKO TO THE
SAFETY HARBOR, FLORIDA
AECAPIT FOR SKCRC FLNPOKS AND MUST K DRAWING NUMBER:
PHONE (727) 726-1138 arT cQY mun AID SECUI RROU DOM AD—TT)-0082
i
ADDENDUM
108" HIGH
SMEWALL TIE —DOWN SPA ING TABLES
1� 0
ZONEII & III/EXP. C &
LONGIT
im TIE —DOWN SPACING TABLE
r'
NI.
IMND ZONE N
WND ZONE N
FLOOR
OTY.
Mon
MIL OTY.
AM=
lfi
EN OF
AIMiE
Ell E10 ff
ANOi
O
26'-e
grz i
3
WL 9
42'
EA SECU
3
WL 9
53'
'- 30 8'
3
52'
4
45
VERTICAL TIE —DOWN % FRAME TIE —DOWN.
SPACING TABLE
UK
MAX.
WIND
(ZONE A
WIND ZONE I
LA
OBiA
WIDTTH
OVERHANG
SPA=
MNOIOR AWE
SPA=
MiM MIf1E
26'-8'
6°
6'-8'
31501
4(r 5(r
1 5'-4'
31501.
40' 50'
6'
6'-8'
31501
40 -W
5'-4'
3154
40'-50'
LONGITUbINAL
TIE —DOWN SPACING TABLE
MIN.
j WW ZONE N
WIND ZONE 10
FLOOR
aman
Iff
rSECITY
MMiE
WL OTY.
FA END ff
AtIm
ANCIE
WOTH
1101
O
26'-Ir
4
MIL 9
41'
EA. SEC110It
4
MIL 9
T
36-89
4 1
51'
4
70'
VERTICAL TIE —DOWN a FRAME TIE —DOWN SPACING TABLE
�IUL
MA%
WIND ZONE A
WIND ZONE 0
FLOOR
W
EAVE
OVERHANG
SPAOI%
I
Mlaron AMaE
SPAONG
BEL WA
MlUR Al#aE
Lm
LOW
26'-8"
6'
5'-4'
31501
4O'-5(r
4'-0'
3150#
� 45•
30'-8'
6'
5'-4'
31501
4O•-50'
4'-Cr
31501
40 -45'
1NNDZIONE M
(110 MPH)
ZO PSF ROOF
10 PSF D.L
PER CALM c5-41•- I fat — for 21.3
NOTES:
ENIL•.:. ....
•�,j►Fi� ��' �,
��
DAPIA APPROVAL
•
t. SEE PAL AODE111riM FOR ADDI11Ut1Al REaUIREl1EN1S
��
= O� y �;;
APPROVED BY
r Na 0045484 0-
'Oro
2 SEE AD1D-M FOR MA)Q M PIER HMIS REQUIRED FOR 7W LOADS
TART AM AtIObE
a
NC.
FEDERAL MANUFACTURED HOME
r��1 rrF�ED E�G� �:
CGNSTRUCHONAND SAFEP( STA?10ARUS
JACOBSEN HOMES
NM �G� � �� � �"�
OrM•T•
D"'� 07-20-04
REV.L�
P.O. BOX 369
QVQ+AL PMPFIEWT. AND *+L DRANNG
W ERAS OF MOM UWAC1URNO
RUE-
108• HIGH SIDEwAII SPAaNG TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1136
me SM MAMIMS ME PR01oED A 1E
Rt MN RN SFBi1C P1N'OSES NO Hest E DRAMNG
part COimna wo mu mm olm
NUM3M
AD-TD-0083
i
TYPICAL SIDE ELEMAWN
SHOWING TIE -DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPrzoss sEcnaN I I III
SHOWICALWcG 11EUOWNS TV- am ST510H7 TV.
man M E
SET mom HEIR
FIGURE 10.1
sm Now 6 fm
,� riAIH1IIH HIBOIT
1 r 3
1MIOZONE ■
(110 IIPH)
20 PSF ROOF
10 PSF D.L
bid-. DAPIA APPROVAL
NOS ;��o:'�►�'F ' •
1. SEE AD-ID-M FOR SPACING TAKES
APPROVED -BY : �, •
2 SEE AD-ID-OOR.7 fit QUANITY OF LONGIMAI. TIE-OOW sTRAPS REOUTAED.
3. SEE OTHER DETAINS FOR mLwaNG (PER) OUANnTY NO OM REOUiHE)"'IS d !
4. SEE FULL AODEIDUM FOR ADDHTH)NAL REOURE11 M ; �
S ZONE 2/E3P091RE V. 36' YNI1M1 Hf1CFIT
INC
ZONE 2/DPOsK V: 2r NAMN HEIGHT �•.•. (4 ��►!
INF[l
ZONE 3/E7�09NHE V. W YA)URN HEIGHT � .ORIa�. ' o
� C/ ;... � ♦ fEDERA!_MANUfACTUf1E0 HOME
ZONE 3/E�OSURE V- 3Y YAWN HEIGHT N �• % cONSTRHICTIONANOSAFEiYSIAV)AHUS
8. ALL SPECIf1 ims ARE BASED ON 20 RODE mu mAx- �•,I. � � 1,�,� t 7 20
NOTIM:
''= M.T. oAn: 07-20-04 REV.u:TTE�
JACOBSEN HOMES 1H� �Tm APO �� ARC
QMAL. q°WWMY. AND CWWB lK DRA" nn''`
YATMS CF YANWACUIC 'FIGURES 10.0 MD 10.1
P.O. BOX 368
NG 2 01 MAXIMS ME F�Ii AM 10 WE
SAFETY HARBOR. FLORIDA 34693 mww fm swc pIFm AO MW E DRAVK
PHONE (727) 726-1133 ITT mimtlm no leM FM am AD-1D-0084
97
ADDENDUM
. lOB" HIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE ll & III/EXP.. C do D
LONGITUDINAL TIE —DOWN' SPACING TABLE
WIND ZONE 1
WIND ZONE 19
V
F1oDR • Ya. an mm
Yap on
nH
n
ADDENDUM
TIE -DOWN SYSTEM
i1fPiCAI SIDE DIVAIM .
SHOWING ilE--0OWl1 SPAQ0.
FIGURE 10.0*
�i ■ __ BIT`
�f ANoIaR A11LlE oa AFFR04FD STABI@1
TMST m MIN Al m 9UFT 1ETI x
I � FIGURE 10.1
.
'sssNS 31 sIs
1, AO-10-M TABI 7%
• `F,•�0
SM FOR M'AMIG
2 SEE AD-iD-GOBS FOR aAMTY OF LCNfiNOAL K-DOMN STRAPS REOUAED.
�o
. C�
3. SEE 010 OETARS FOR K000 6 (PEA) QUANTITY AND OM REOUREYElM
4. SEE ALL AODENOUM FDN ADOOIONAL REDIARDENM
i
t a.!
a Z01K 2jDP0AAE'C: 44• 11A0 N Foam
ZDlE �/EIIPOSINE T-. 2r MA)UN 1E W
1
ZdJE 3/E�05URE 'C': 4,C -MAMN i WIT
bt W MA W HDPff
:•. F� �. ,� +
l�
ZONE J/E7<►OStIRE
5. ALL MUT06 ARE BASED ON 217 ROOF ANOIE MAX AND Ne MAX
L�pi;1 ,.•
++I cj • ... ••
SIOEWALL HEP L
NcImr, pals 1"RUt
JACOBSEN HOMES
l"" AK
O OUL rROrillu . A14 Ovs1DEJ11Ml UTAIRIB llTl
tuwms cr xamm mwF AesA�11e
P.C.tloz J6B
„ SAFETY HAREM, FLORIDA 31695
w_ &a MllUUIS AK H1w M 10 K
MW K DRAWN NU
PHONE (727) 726-1135
ivr wnaput �4 �[0[1 nor
WMZGK 1/0
(110 mm) -
20 P7 ROOF
10 P5F D.L
DAM NgWAU
APPROVED BY
.: Dec 13,2006
N. INC.
r
� FEDEA'Al wN11iAC11:�lD HOME
'w ONSnWCnON AND SAFER' STAMMIMS
R.R. DAL 11-28-06 rEx
FIGURES 10.0 AND 10.1
AD—M-0086
ADDENDUM
Ala
(1oa �IDEWALIP}
NORMAL!, TIE -DOWN SPAdINC -TABLE$
ZONi E 11 & III/EXP. d & D
LONGFrUDINAL TIE -DOWN SPACING TABLE
(�
SIN •
I�ND ZOlf u
ow IOl ta
FLOOR
q Ott
OTT.
ij
O�
1P„
12`-00
tp E►q ar
EA SEC1101(
2
s
wi a
53'
Eel dp OF
EA SEC110N
3
>t
l g
40'
13 -4`
3
37'
3
46'
15-4`
3
1 45'
4
40'
VERTICAL TIE -DOWN FRAME TIE -DOWN RACING TABLE
�11N.
VAX.
JAD ZONE a
ZONE 11
$DTTHH
OVERHANG
I T
kip" #of•
SPA*
mm �
A10M AOr*
12'-0'
6f EACH SIDE
5'-4'
72"
35' TO MY
5-4'
3r
45'
13'-4'
V EACH SCE
5'-4'
p Be
35' TO 40,
54
42`
45
154
a EACH SIDE
T-4'
80`
40'
54
of
45
LONdITUDINAL TIE -DOWN 9PAGING TABLE
� I
1r�N.
ZONE N
ZONE tl
FLOOR
E1 v
,
EA ft ff
+
�
12'-0'
EA SECT1011
3
1r11(. a
44'
EA. SECAON
4
g
40'
v
13'-4"
4
45'
15'-4` f::±4
44•1
4
56.
VERTICAL TID- DOWN �i/ FRAME TIE- DOWN ¢PACINU TABLE
V
VAX
im ZONE 1
0 ZONE 11
FLOOR
MOTH
EAVE
OVERHANG
SPA*
VAX PIER
�T
A►IOIOR At(pE•
sPAoNc
���
, �+
12.-0
6 EACH SUE
4'-0'
7t
1
37'
4'-0'
34"
40' TO 45'
13'-4'
6 EACH SIDE
4'-0'
"72"
40,
4'-0'
3r
40' TO 45'
15-4" 1
a EACH SUE i
4'-0"
w
40'
4'-0'
42'
49 TO 45'
• NOTE: WHEN ANCHOR ANGLE FROW
VERTICAL CANNOT 9E
ACHIEVED. ADD APPROVED
STABILIZER PLATE. � ��
(SEE NOTE #5 FOR ROVES
SET IN FLORIDA)`��j' '••s,
NOT .
1. SEE FM AODftW FOR AD�nONAL REOIARi�iENTS
EN • A ,, `6 r�
*'?�' �L' ;'-� : `�:.� `f ��
13•..,i
DAM APMvA
APPROVED BY
2 TAKE BASE° ON ANCHOR *DRIONG LOAD OF .11501 AND Dul!)ONAL nE To
D3POSTEBEAf;L '
1„• r
c: ••
ii:.v, .:e-t'*
25,2008
N AINC.
3 VAX SAVE a"ANC REFERS TO OVERHANG AT SDE*ALL NOT FRONT OR' NEAR
�"
:1Z rr
FEDENfLL rAMuvAcruDNon
4, TAB1E5 APPLY i0 144" 16O', AND 184' FLOOR fjQ1N5 iH 95 1%1'
I SPACK lDe F,iAmU SOC�'Aa HEJ f AND 6. 1�A10 n11 soE .
, _ Y;
,ry �. Z:;i! v
COMSMCOONAMD SUETYSTANDARDS
OVERHANG (6' OVEIMMG VAx CAW SDE OF 1AATi p
®�5� '•.; `�f r, p I
���
S STABLIPER PLATES ARE REOOIP£D ON SDE*ALL AI(C►NXtS ANO Ldtf7TlAtNk
ANCHORS SET IN FLORIDA. SEE nWy RUE 15C. EFFECnW yARCH a 1499
un,•�,'•••• • �i :,�y4.�4�
R�� E •?��,
,
JACOWEN HOMED
x°N°dp ew °A�` v LETTER
aLsc �ta�umgs uro oa��s ARE D.V. T. 12-1 f - O7
At. RtOF1T{rARx�1p
® P.O BOX 368
nk DRA G T1TLE
T*= OF �Oae�k MAk�A�i�
510MR 'g'D °� NORV• SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
ler MR fit) R�T13S m G
mNr°ey°a"up gotr � °'°ts AD- TD-0087
- —. —. I ov
0
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
vr. SA umm . . I".
TWO PU SHEARII Aus
(ALL SWAIM14)
tc-00" NEWtRn
Ur. S/w vDm _, , ". 3/1
ct"maK
ftd Ix too
..mot
749 PIER M WWALLS
(AL o1YAWQ
X-Oft" IWW
ampcdoR
Mt a{ ROO
1� 5m NOTE 1 ut NOff 1
MOTE 1 SEE NOTE I"'
SCE NOTES 2 AND I
Q
sf MOTH 2 AND I
A
A
r" FEQb
US LOCAT04
m FLep
THIS L01'I1TON
FO WrO
IRS LOCATmx
m I nb
THS Lourai
FIGURE 8.0 .
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, ALL. ZONES. -AND ALL vI F VALUES.
fRIAALMANUFAM
rMPiTR=:1. 1 -CM1 tS WiA ft 9 VM WAX N-WW 71Ww NIT Ht L 7111 IR , PROVED BY
VW Of K MAS DIOW AM QM FIZY= AT 10amw Awou iu w MTTD TtlR An UC1R n LIM w [7T7o 1� sel LOAD .�(j(�(j(SEE AO-A-Iaio+ [ro-00<9 ( tro1111 "R RM ar ctaiio AM n: uaU LLILTI � 1F •S,a �C-• F ••-� �'� 4 EB 1O mm.eno•;1L h3WL A M AT Eta DO ff TWL 9tC WL =5 rT1a; II M RTA�LI} 1N�.
[AM KgMo AT CACH 00 CO JOISTS RECAtR1 M of iE-09M1 11N+�r k c !( S)'910334 1 �itA. TIfi MMWLL:; Lamw *mc A MIA tvm m IWIT 005-muffA no ! ��� _ * RED HOME
K-PMW 3NAM CK pW AHS� RMAIMI (ALL 91 M4gL CMCW 71006 ALL TILES•o �Amx,Lc� Rw, �,.STATI~ CF�,�RMTgNANDWEWSTANDAROS
JACOBSEN HOMES Tl�it anultvallo ...••'`'R.R. 02-01-00 '
OXAL
�.
P.O. tox Jaa 11ATa"S aF 4WM30;1:�M S/W TIE/PIER REQ.
!Hc WCII tclWlK! w
WETT tiMWK FLORIDA 31E05 REDRAWG 11A4":.
PH OM (7z7j 720-113a Her aoabK uo Awl tm ORK • AD-TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE SECTION TIE -DOWNS_
CIE)LLVO MAY BE FLAT OR SLOPED
III
END VIEW
I
{ V MO PLF MAXWM 9JEARWALL
DEVq.N VALUE (PER TAXI.)
11/4" x .o3s" TIE- ovm STRAP
CONTINUCJS ARCJND JOISTS.
DE VIEW
X .035" TIE —DOWN STRAP
UOUS ARLXW JOISTS.
•�' :'illrr
NOTES: i 7,171,1(p
E J( (P�1RWAL: • :? t/L •��
DAPIA APPROVAL -
GI
t. A40*tS TO BE RAIED FOR AN ULTUATE LOAD OF 4775) (31W f7E8C11 LOAD)
(SEE AD-ID-0:01 PD-GENERAL NOTES) FOR NOTES ON GROUND ANSIOR IvTALLAil01L)
' :
1 �_
APPROVED Big
L KSTALL A PE.i AT EACH END OF THE 9CWALL JOISTS (PER THE ABOVE DETAILS):
�_
OON
3. WICH SfAMrA`,L IS LOCATED ABOVE A SCUD 10DER (iUll WEIGHT CROSS-trD�9FP.) NO
TEDOLL' STRAPS. OR PIERS ARE REED (ALL 94WWALL CONFICURAWV ALL 20NCS
.� 1 �
AND All WORM).
4. TIE-DOI
STRAP REOUIRED AT EACH END OF JOISTS, ALL D8 PW CONFID?JRATIONS.
�i . ' ' ' \\ �•
S. CEILING SMOWN FLAT -OPT CArKORAL OR SLOPED CEAINC MAY BE USFD.
t. s.
6. FULL WIDTH
C.
��I, r;'L •: ���
i�
1• �'
cocta:4MAresa:+-:-wxs�a
SHEARWALt:S ARE SHOWN IN THE DETAL•ABOVE, HOWEVER RNYPL ENGTH
OR
,% �
'
�lrrnrr11111W"1
NFI
CONFIGURATION SHEARWALL MAY BE USED. p
JAOOBSEN HOMES
S
NOTICE:
nrtst SPEOTICATIT
DRAW BY:
R.R
DATE:
2-6-96
REV. LETTER:
AN"oaAW S ARE
0rt"A� PIIOPRQAQY.!COIlUTNDAL
DRAYANG nTIE:
5P,1prP.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
DATER ALS OF JACo0541 UANUFACTUR7ic eK ; NATIMALS ARE PROYM To nE
WFI-I
DBL. S W CONFIG. TIE —DOWN
ORAv«\U NUMBO:
AD—TO-0110
PHONE (813) 726-1138
T FOR SFUM Pl FMS k0 VJ5i LE
K PT CaNN11 ffNRr1 AND mcuT n= OWNERS
Liz
CEILING WAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035" TIE -DOWN STRAP
CON71N000S AROUND JOISTS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
M4 5 A TRIPLE WIDE RAFTER,
I APPLICABLE TO STANDARD
9LE WIDE TRUSSES.
1D VIEW
X .03Y TIE -DOWN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SW
MARRIAGE WALLS %MEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
NOTES: ENGINEER APPROVAL- DAPIA APPROVAL'
I. (ROUND ANCHORS TO BE RATED F(R AN ULTIMATE LOAD OF 47251 (3150 DESIGN LOAD]
(SEE AD-TD-DD01 [TD-CFNERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.) 2. INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS). APPROVED BY
3. WHEN SFEARWALL IS LOCATED ABOVE A SOUO HEADER (FULL HEDGIHT CROSS -MEMBER) NO
TIED ALL STRAPS R PIERS ARE REQUIRED (ALL SHEARWALL CONDOURA7ION5. ALL ZONES f/ 1
4. TIE-DOW'H STRAP REQUIRED AT EACH END Cf- JOISTS, ALL DBL S/W CONFIGURATIONS John C. Doeden, 0TqP.E.
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING LAY BE USED. L5133 C. R. 22 l; �;\ �.
6. FULL WIDTH SICARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR COUnGURATION SHEARWALL MAY BE USED. Goshen, IN 46526 o AT1oH Hwmiw�,ra
7. THIS DETA'L MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
RdMOINAL.
JACOBSEN HOMES
BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NOTICE.
THHESE sPECV1CA1fONS AND HNGNNCS ARE
PROPRIETARY. AND CONEIDINTIAL
MATERIALS OF JACOBSEN MANUFACttMC
W_ %K H MATE A S ARE PR0no 10 THE
RECMT rot SPEON PIMPM AND NMI K
RPT CW WIIAL AND SECRET TROY OTIERS
DRAWN BY:
R.R.
DATE
4—U9-96
REV. LETTER
A
DRAWINGP.O. � ` $/W CONFIG. TIE —DOWN
DRAWING NUMBER:
AD—TD-U] ] 1
.63
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOCKING
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP 'BLOCXS.
WINDZONE III
EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF._'jCALCS.-
c ;Vq 1049 at -
DAPIA APPROVAL
PPROVED BY
19INC.
EDERAL MANUFACTURED HOME
VON AND SAFETY STANDARDS
N N SIP
STRUC
,U
NOTICE: DRAW BY: DATE:- RR LETTER:
JACOBSEN HOMES Mg SPECMA706 AM WAVINGS AK M.T. 12-13-03
OMONA4 FRCPRUMY. AND CO*IMTM _3jAVANG TITLE:
P.O. BOX 368 MAYMALS OF JACOBSEN MANFAMMC PORCH ANCHORING
W_ Sm MATIMALS Aw mm" 10 im
SAFETY HARBOR. FLORIDA 34695 KDPDfi rER SPEMIC PWM AND VMT BE DRAVANG NUIRR:
m PHONE (727) 726-1138 KGn O0fV0flK AND CF3FT n= OHM AD-TD-01 12
64.
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE-DOWM SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(3150j WORKING LOAD)
6
d
s
x
t
3
N
J
W
La
VERTICAL TIE -DOWN
c
TYPE 1, FINISH B.
w
GRADE 1 STEEL STRAPPING
C
1 1/4- WIDE k 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 039S3-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
Im
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS
(INSTALLER TO FABRICATE RADIUS CUP
BY PLACING A STRAWT 3- LENGTH OF
1 1/4- X 0.035- TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'Qa r.(r THE RADIUS CUP.
C. Doe',*,%
.�
1PU OVANo. •. 'y DAPIA APPROVAL*
NOTES:
- :• ENES70357 ROVED BY
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL - Fell
BY AND INSTALLED BY OTHERS- ON SITE. - T'.^.TF/��;
� = .)l1N 1 5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING - 0,�; •.• /, >r✓y!.' ���
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- '.� !�`J J ..��� `��
ATI ON. '''���s,/ • • ....... `,``� INC
rrnrAA<wwsAnlrmloli
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �AA,,,,;NQL`,%%%`,,` caal,ucr°IN°wmaw�
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANU10R SRTIE-
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED BY OTHERS
NO77CE: DRAWN BY.' C.L.Y. DATE: 5-31-95 REV. LETTER:
JACOBSEN HOMES TKSE SK�,MS AW DRA1� ARE n
000mAL PROPwARY, AND OOII MTLAL DRAWING TITU: f-i
mop
MATERIALS OF 'ACMM MAIA,FACRAINO ALT. TIE -DOWN APPL.
P.O. BOX 368 NC sxm umma ARE PRMEI TO THE
SAFETY HARBOR,
(813)F7261D 138,ti95 Wq CmW� P Ms� sm BEMM DRAWING NUMBER AC-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH.
IT MAY BE LENGTHENED BY USNG A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
to
0
�w
f
�J e"
DIAGONAL FRAME TIE
r�
--- II
ANCHORING EQUIPMENT -III I
CAPABLE OF RESISTING -I I V
THE WORKING LOAD
REQUIRED ON THE=I
TIE —DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I I,I II
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL ^
FRAME TIE —DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED. USE VERTICAL
TIE —DOWN TYPE 1• FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' HIDE h 0.035'
IN THICKNESS. CERTIFIED BY
A REGSTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
910334
'a •• STATE tc�
IAI
��
s�-ON At��%/
JACOBSEN HOMES TNEsE sPEancAno s µ o MIRLS ARE
® ORIONAL PROPRIETARY. AND COfMDENTK
❑�� P.O. BOX 368 UATEMALS OF JACOBSEN UARA1TACTlRLNG
INC. SUa MATERIU ,ARC NOW= TO THE
SAFETY HARBOR. FLORIDA 34695 REONNT TOR SPEDFIC PJ OSES AND WSI BE
PHONE (813) 726-1138 IVT CONFMrJA. AIO SEMET rROu oT1ET.S
w
EIS
DAPIA APPROVAL_
APPROVED BY
N1REVISED
14INCO
nnasmuerinl AND sASFIr anwwnas
DATE -
REV. LETTER
10-os-9s n
ALT. TIE -DOWN APPL. I /\
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN 'B'
SEE TABLE FOR MAxmUM SPAN FOR COLUMNS 'A' OR 13
COLUMN 'C' COLUMN V
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C' OR '0' I
SEE TABLE FOR SPAN COL 'r SEE TABLE FOR MAX. SPAN FOR COL 'G'
COLUMN 'E' COLUMN 'r COLUL94 'G'
SEE TABLE FOR MAXIMUM SPAN•FOR COLUMN 'r
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCNORK REOb
(SEE AD-10-0251,
COLUMNS 'A', V, V OR 'E'
COLUMNS i3' OR 'G'
COLUMN f
AD-TD-0252 ANO
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE 1
EXP. 'C,
EXP. b'
EXP. 'C'
EXP. Tr
EXP. 'C'
EXP. V
EXP. 'C
Enp. V
EXP. 'C'
EV. 'D'
EXP. 'C'
EXP. 'D'
2 - 31501 ANCHORS
0-0'
29'-6'
33'-v
23'-7'
4S-O'
29'-6'
33'-9'
23'-7'
4S-V
29'-6'
33'-9'
23'-7"
1 - 31501 ANCHOR
21'-6'
If- 9'
W-10'
11'-10'
21'-6'
If- 9'
W-10'
11'-10'
21'-6'
14'-V
16'-10*
11'-10'
I - +0001 ANCHOR
27-3'
18'-9'
21'-S'
15'-0'
21-3'
15'-9'
21'-S'
15-0'
NOTES:
ENGHEER APPROVAL•
DMA APPROVAL:
APPROVED 81(ALI�r
1. SEE AD—TD-0251, AD—TD'-0252 AND AD—TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
jm 1 5
2. SEE AD—TD—OD01 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
�yr�
'NA INC
Johi C. Doeden,
15133 C. R. 22
Goshen, IN 46526
JACOBSEN HOMES
NOW&
xsE vmrca1Ns Av Dm-m
DRAMM BY:
c.LY.
DATE:
5-31-95
REV. LETTER
mmnmom
PRavwmy. me COW OMOL
ORATING TIM
COL TIE APPL.
\I P.O. Box 36B
MATMALS OF .M USEN MANWACTIAw
NC WW MAIEIW ARE PROUOED TO THE
—DOWN
DRANIIG NUMBER:
AD—TD-0250
SAFETY HARBOR.. FLORIDA 3095
RTmW ►OR WE= RffM NO IWT 9E
PHONE (813) 726-1138
PVT aWWWL AND SEOV FROM CTMM
67 ,
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTWG
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
MARRIAGE LINE OF MULTI -WIDE
FLOOR „ FLOOR
la
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
V A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
�TI—=1 T I�TINN
�III III_
_I
I.II
ANCHORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
ATTACHED
ANCHORS
3S ANGLE
TO TWO
(3150# EA.
NOTES:
F NOYALv(JL�On%�''
``` C
DAPIA APPROVAL•
1. ALL ANCHORING EQUIPMENT SUPPLIED "
•.•
` G�STER
,: FO'? ��
BY AND INSTALLED BY OTHERS- ON SITE.
Q� N0.
AFr=;C`vED BY ,
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _
ENE8703571
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
' 5 19
ATION.V
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
'•
•�`•'•
INC,
OF EXTERNAL STRAPS OR CABLES.
'��Ff '•
aDanucrlauostr
•... •• y(j�`�.`
JACOBSEN HOMES11
■
P.O. BOX 368
„
NOTICE
1Nese sKQnCATMS AM MUM AMC.L.Y.
010aNAL PRQVVAR7. AND CCNiIDOITIAI
UATOaA3 OF aCOM 114"ACAMC
vNANn nr:
uAlt
5-31-95
MY. u 11tK
A
/`
DRAWING TITLE:
COL. TIE —DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
A10P00 MR_ A9W FLOM MO I0157 IIE
'/�\
DRAWING NUMBER:
PHONE (813) 726-1138
M" COI WPAL NO SECIET MW OMM
AD-TD-0251
6$
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT -
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 1 LON.
I*]
MARRIAGE LINE OF UMn-W.DE
FLOOR
VERTICAL TIE-DOMM
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING.
1 1/4- MADE & 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND 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.
JACOBSEN- HOMES
P.O. Box 368
SAFETY HARBOR. FLORIDA 34695
xprdPHONE (813) 726-1138
5� Q�G` No. 9Fp -
• !Ir01 c
C
y
%S/ONAL
N017CE
THESE STEOMIUITOIS AND ORANNGS ARE
ORIODIAL PROPRIETARY. AND CONiDD114L
MATERIALS OF JACWSDI MNAJFACTUWG
NG SI01 MATOWLS ARE PRONGED TO THE
REaPOR rOt 5PECr1C PI1iPOSTS AM MW BE
WK COWMIIAL AND SECRET 110 OrM&
BY.
BY A,
Jkm 1 5 1�95
INC
C.L.Y. I - 5-25-95
COL TIE -DOWN APPL.
It AD-TD-0252
69
ADDENDUM
COLUMN TIE -DOWN
I,I
FLOOR
i
ANCHORING EOUIPMENT p
CAPABLE OF RESISTING O
THE WORKING LOAD p 0
OF 4000 0 MIN.
APPLICATION
MARRIAGE LINE OF MULTI -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
'GRADE 1 STEEL STRAPPING
1 1/4" WIDE & 0.035"
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND
ND ANCHOR (4000#)
,III111I1I
NOTES: ENOREEF� DpF ���i DAPIA APPROVAL
-
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE. Q� Np• �O't� fAPPROVED BY,
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING N�
- E
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR= c 87 5'^
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS -: r4 A INC
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ��0� O�[
OF EXTERNAL STRAPS OR CABLES. ',, �`'•• p► •'�a��claelos+rOtswaua
��•,,, spa • • ' ty �,,�
NOMC& DMTHNB . DATE REV. LETTER:
JACOBSEN HOMES OICJA111>r15 AM DRAMs ME C.L.Y. 5-25-95
OlMiAL. PROPp>CTARY, Also calrl "Im DRAWING ITLE
P.D. Box 368 NATMALSi of JAC085EN UAMNACM UC COL. TIE —DOWN APPL.
„ SAFETY HARBOR. FLORIDA 34695 eEr ray PEEcnsc ! AW AK FRDMOTO
K DRAWING MNBER
PHONE (813) 726-1138 107 Ca:oE IPA AM mm ma mom AD-TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
'A' COLUMN *a'
fCal=
ISEE TABLE FOR 11AWAI SPAN FOR OOLUMHS'A' 0R
r
I 'CCOLUMN b\
�cmum
J APPROVED BY
ISEE TABLE FOR 11AXIIAN SPAN FOR COLUMNS 'C' oR b'
SEE TABLE FOR SPAN COI. 'E' SEE TABLE FOR UAK SPAN FOR C0. I I V C.
FED LMANUFACTUREDFlOklE
RUCTIONAND SAFETY ST0OAP.0S
MAR 0 3 1999
/MMMH 'r /cmum *r cawN 'C
N
SEE TABLE FOR MAW N SPAN FOR COLUMN i ' _
r
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REOb
(SEE AD-TO-101.
COL.UYNS'A'.'C. V OR E'
CIA IUIS'B' OR V
cmw �•
AD-70-M2 AND
AD-71)-104
ZONE 2
ZONE 3
ZONE 2
ME 3
ZONE 2
ZONE 3
SEE NOTE 1
W. 'C'
EXP. V
ETD'. 'C
Ems. V
EXP. V
OP. V
DE V
DP. V
EXP. 'C
EXP. V
EW. 'L'
EXP. V
2 - 3150J ANCHORS
3Y-4'
25-6'
29'-4'
20'-4'
3r-4*
25W
29'-4'
20'-4'
37-4'
25W
29'-4
21Y-4'
1 - 31501 ANCHOR
Iff-6'
12f-16'
14-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-r
10'-3'
1 - 40001 ANCHOR
23-8'
16'-4'
18-7'
13'-0'
23-B'
16'-4'
18'-7'
is -or
23'-6'
16'-4'
16'-7-
13'-O'
REF. CALM C %✓ 93 o
NOTES
ENa ....• Fz
��
c,�STER�c • e '4
DAM APPROVI�s{Z
Io1rN�
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
C�Q:••
;'Q� N0. O •••
APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
- 910334 .�
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
�
* ' -
OF
�: STATE `
INC
JACOBSEN HOMES
NOTIC@ V
wm sKanuTm mm DRamcs MC
ORA Y: M.T.
DATE: 2-9-99
REV. LEnm
DRawtr+c nu:
1$4" WIDE COL. TIE -DOWN APPL.
DRIaNA- PROPRKiABf. AND OOMF�NTUL
MATEMALS OF JACU85£N M MlFAC1URNG=No
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
MNc SUCH RATIRALS ARE PROMM TD THE
REapmT Put Sian Mir rm no wst tK
ORAYANO NUMBER:
AD—TO-0254
PHONE (727) 726-1138
KEPT aamDDIM AND SW FROM CUM
79
ADDENDUM
TYPICAL SINGLET' WIDE TIE -DOWN
PLACEMENT
SEE NO1E 2
A B C
24' LARGE OPENING 24'
SEE NOTE 1
JIMUARU VMIIU%L IIL-LPtJM MArb U( ANUM
BRACKETS (SEE TIE -DOWN SPACING TABLES -NMM
AND/OR ALTERNATE- FOR h1A)0 N SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A NAI mm OF 2'-0*
(241 FROM EACH END OF THE UNIT.
NOTES:
EN PR O •, y
DAPIA APPROVAL
I. LARGE OPENING =ANY OPENING WIDER THAN NAX TIE -DOWN SPACING ALLOWED.-
EN22:8703571 �.
2 VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI •
-•- -
ROVED BY
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) 13 ) DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
,�'•. /� �,. '
�'ii�
AW 1 5 MIS
TIE -DOWN SPACING TABLES (SEE 07HER DETAILS)..
3. INSTALL FRAME TIES
Ff '' • . I , , • •' v\```��
°-�.,s�or1AL1�,EN,,,��
INC,
AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREYENTS
.:•_���,
.:�:`r;cv flySk' "
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
IN077CE
1HEsE sKancom AND DRAwo ARE
DRAWN On
C.L.Y.
DAIS
5-31-95
REV. 1ETU:
P.O. BOX J68YATERIAlS
MONAl, PRO "ETM . AND COE=TK
OF UANNAMUGDRAWwc
YATE0 PROMSPJFM ) TO TOE
A
nTI�SINGLE
WIDE T/D
SAFELY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REO EK
�M�/ p 4OV FRW pRM
��G Musm
AD—TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2.
A B C
24' LARGE OPENING 24'
SEE NOTE 1
COLUMN SUPPORT DE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 43' IN MOTH.
MULD-WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
v 6! L24'
L24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR HAWN SPACING ALLOY O).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANOIOR
BRAD(En TO BE INSTALLED A MAXIMUM OF 2'-O'
S24' FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL 00,111111
ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL ,.��`` N C.
NOTES: . 4A)-� • FO.'!!j �� DAP1A APPROVAL
• fY
I. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED. JENE8703571 = OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL ME -DOWN SPACI ,
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE TA OF
MAXIMUM TIE -DOWN SPACING REOLRED ON THE APPROPRIATE VERTICAL/FRAME ���'. ( !� ��.� 1 5 W
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS). %'�F ' .ti. • �qN . •''�a ��` I V
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. �'�''i`r��IVAL E�G````�� 10`""ra"O1iroyarriwoww
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS At+LSi6Ne8!!>IIiT1AT1a 11E-DOWN
DEVIO5 ARE CLRYWMU er OTHERS
N017C� DRAWN BT: DATE REV. LETTER:
JACOBSEN HOMES TASE SVEonu
, aeETAer Daa #XD DUUWZ fxE C.L.Y. 6-1-95
omomVaoAM 000WIM DRAWING TITLE
m
P.O. BOX 368 YATERIAIS °f'""WATUMS AK PR%W TO THE
uauFAcluanc TYP. MULTI-1MDE T/D
SAFETY HARBOR. FLORIDA 34695 DL�IpQ�;( Fot 9M RInO NO 051 BE DRAWNG NUMBER:
PHONE (813) 726-1138 I VT MWMna No SE= "M ODIUM AD-TD-0310
T3
ZONE I TIE -DOWNS
SEE DETAIL — 'A'
SEE DETAIL — V
SINGLE WIDE TIE -DOWN
MARRIAGE WALL
OPENING TIE —DOWN
IEQUIRED AT OPENINGS
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
I
FRAME TIE —DOWN
DOUBLE WIDE TIE -DOWN
NOTE:
C SECTION
8 MARRIAGE WALL
SIMILAR TO
I OPENING TIE —DOWN 1
SINGLE WIDE
p
(REQUIRED AT OPENINGS
FRAME TIE —DOWN
� ONLY. OPTIONAL AT
OTHER LOCATIONS.)
IATR
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
I NOTE:
A k B SECTIONS
SIMILAR TO DOUBLE
WIDE TIE —DOWN
TRIPLE WIDE TIE -DOWN
BUCKLE WITH 2O251
TY MwimuM
SEE DETAIL — 'A'
SEE DETAIL — V
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3150 LBS. MA)aMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
0
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
LINK COATED STEEL STRAP, OR EQUAL WITH 31So;
CAPACITY MINIMUM) K l.'S- 47zs 40 uLTIr wrvr
LOAN.O oqrArITy
NOTES: ENQNwAw
1. SEE DETAIL 13' PAGE 4 NOR MARRIAGE WALL ,� >O•�,�T't1�ICg1
OPENINGS GREATER THAN 49 INCHES. & VP To 1"7T-6" I)ei SvTq�y
2, SEE TIE -[TOWN SPACING CHART ON PAGE 2 �R s PAS.:. ND• C�4S45i
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE RDR TYPICAL I -BEAN
PIER CONSIT2UC110N STATE OF
i F •'•,! t0FllDQ;
DAPIA APPROVAL:
APPROVED BY
!�.._ DES 2
1N' N II Va
�}y�'1141A1O NiNET'T" E6T ."
JACOBSEN HOMES THESE SPEaRCADONSS MW ORAVUIM ARE 71- DRAWer. TE
RR °A 10-31-95 REV'
. OFOUNAL PROPRIETARY. AND CCNFMTUL DRAMNG TITLE -
MATERIALS OF JAC08gN MANLWACTMC
P.O. BOX 368 INC. M UATERLA s ARE PROVIDED TO THE ZONE I TIE —DOWNS
SAFETY HARBOR, FLORIDA 34695 REMENT FOR SIM RIPMS Me Iasi K DRATHNG NUMBER
PHONE (813) 726-1138 IVT CONFIDENTIAL MO SEOtLT fF= OHM AD-Z1-0001
74
75
76
ZONE 1 INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
BY aCd"
FEB 0 1 M
INC.
NOTICm I.—P. ... �. I. —1—OD —.. __.__...
JACOBSEN HOMES 1n9` >TOd AND DRABARE n
GRCK4L IROPMARW AND CV*W VIAL DRAWING 111LE: t1
P.O. BOx 368 MAWRIALl OP 1►NC. Ca UV MANNACWURMO ZONE 1 INSL
wN MaRNAU ARE PPWKC TO 1ME
SAFETY HARBOR. FLORIDA 31595 P uwa ram V= rj"o Am SAW R DRAWING NUMBER.
PHONE (727) 726-1138 lof couLom AO Km rRar coats - AD-Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER I \
LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. '0' THEN 2 REOUMD EA HALF
(IE ONE EA. BEAM, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SDEWALLS SAME AS THE MAR! UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MADE
COMEC71ON REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE —DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
TNS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL PE —DOWNS MAXIMUM HEIGHT}
ZONE 2 70w
EXPOSURE •C' 90, 56.
EXPOSURE V 39" 46•
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE IJNE 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.)
````���11T11111IUU��'''i
NOTES:E
RDSAE •, �i
RF •'
DAPIA APPROVAL
1. FOR QUAD SECTIONS. EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
>�•••�G • 2
� Q` N0. O %
•/ENEA70357
APPROVED BY�„r.
INDEPE► DENT OF THE OTHER STRUCTURE (IE SHEARWALLS, TIE —DOWNS, RIDGE—
; '•
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI —SECTION.)
_
--
AN 1 5IM
Aply F.•��,,
INC
c�mtic+4�A•Owrnswovao
1s�?�`���`•
JACOBSEN HOMES
NOTICE.
THESE sPEanunoNs AND DRAtlN4S ARE
DRAWN BY:
C.L.Y.
DAIS
5-16-95
REV. LETTER:
DRAWING TITLE
-TNT. UNITS
P.O. BOX 368
neONAL PROPRIETARY. AND CON)IDOMAL
MATMMS OF JACOM MURW M"ACIC
„ SAFETY HARBOR, FLORIDA 34695
W. M MATERWS ARE PRONOM TO NEADDENDUM
RECPFM rot FECFIC Pt✓Rt M kO MUST K
DRAWING NUMBER
PHONE (813) 726-1138
ei cwm Lq AND sEav rRow am
OUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI- WIDES
CENTERLINE CONNECTION FOR OUAD UNITS IS THE
SAVE AS FOR THE MAIN UNIT (REFER TO SET—UP
DETAISj
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WAND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY
BE SNIPPED LOOSE AND INSTALLED ON 91E AFTER
THE UNITS HAVE BEEN ATTACHED 10 PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SINGLES LINE—UP
FROM ONE SECTION TO THE NEXT.
30 GA. GALV. STEEL STRIP
INSTALLED OVER HATING LINE
JOINT (SEE PLAN NEW BELOW)
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF SSECDONS
MAY BE OVERLAPPED 2 MDR.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 GA. GALV. STEEL STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " D.C. MAX SPACING (TYP.)
... ustill
Or • �\STER•`UF
No. $46
;• ENE8703571
ss.......... .
31 X S' LAG SCREWS
IB' O.C. (ZONES 2 & 3)
STAGGERED
DAPIA
c7 BY
.�)N 1 5 -M *14 LNG
NOTICE: —118 ILfNWvr: ] UAR: n"' L"'n:
JACOBSEN HOMES msE vEonumm AND ORAN= ACE C.L.Y. 5-16-95
OfEONAL. PKMTANY. AND CIV nIDITUL DRAWING TITLE:
OppP.O. BOX 368 MAITIIALS OF .IACOSSEN MAAIFACTURWG ALT. ROOF ASSEMBLY
RUC SIM MAZIMS ARE PROVM TO THE
SAFETY HARBOR FLORIDA 34695 RECPENT FOR 9W PIAP= NO MST EE DRAWING NUMBED
PHONE (813) 726-1138 KLPT CONMTLAL AO SEm INCH ones QUADADD2
79
JACOBSEN
��HOMES
600 PACKARD COURT
11
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8