HomeMy WebLinkAboutSet-Up Manual Addendum 6-30-15RECEIVED
SET=UP MANUAL-ADDENDUM
ti FuL;lic `'ojorkS a
` St. Lucie County, FI-il
jAqOBS N
HOMES'
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are. original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific.
purposes and must be kept confidential and secret from others. w i g .im A&w ®o ir
0
ALL HOMES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C.
contact the Department of Motor Vehicles
850-413-7,600
1
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING 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 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
DOLING
3SOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
D BY
]44 JUN 1 5 M
INC
NOTICE DRAWN BY: DATE: REV -
LETTER
JACOBSEN HOMES TNESE SPECIFICATIONS AND DRAWwGS ARE C.L.Y. 5-30-95
ORIONAL. PROPWETARY, AND CONFIDENTIAL DRAWING nTLE:
MATERIALS OF JACOBSEN YAMffAC7"C EXTERIOR A/C DUCT
P.O. BOX 368 INC. SUOi MATERIALS ARE PROVIDED TO 7NE
SAFETY HARBOR. FLORIDA 34695 RTCPERNT FOR SKCFIC PYnSES 00 IMT BE DRAWING NUUBDi:
PHONE (813) 726-1138 WT COWWTK AM SEOIET rRW OHM 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 DIsCONT!"dUE
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
1N14INC.
G'OaAR.'t1a AtOtiYpTJ WtalFa
JACOBSEN HOMES
NOTICE:
THESE sPE0nCAT1ON5 AND 6RAYM ARE
DRAW11 BY.
C.L.Y.
DATE:
9-2a—,5
REV. LETiE
WONIL PROPKTARY, AND COW MTRAL
DRAWNG TIM
Q
1ATUUU Of JACOBIN "ARXACTMM
W.H. VENT. SYS.
P.O. Box 368
„
IVl
SAFETY HARBOR, FLORIDA 34695
KCMT rat PCOM SAM NO NMI K
DRAWING NUYBM-
PHONE (813) 726-1138
PVT C*f ttUE NO MOO T1= DrOM
AD—AC-0100
3
0.016- X 1 1/2- MIN. STEEL ---►'
STRAP ® 48' O.C. MAX. SPACING 1
4' TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FLOOR
INSTALL WOOD SHM AT ALL LAG
FOR GAPS IN SYSTEMS
TO i/2', INCREASE LAG LENGTH 1'
NDS01
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4% INCREASE
(ALL 20NES) LAG LENGTH 1 1/2'.
TIGHT. (SEE NOTE 2)
(ALL DFOWRES)
WA 2pNE
E> iE
3/r X 3 1/r LAG 3=1
30 GA. STRAP FASMO W/
7/11' X 16 CA. SrAPLES
WO 20FE
DrOSM
MMMIM NWBER CF FASIEEERS REGU 0
0.131' x 1 1/Y NAILS
7/le X 16 GA. StAPLES
MAx01w SPAM
MUM SPACING
C'
Ir O.C.
2 1/4' O.C.
3
5
2
2
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1 7/h' Or-
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4
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NOTEie
ENGINEER APPROVAL
DAPIA APPROVAL:
APPROVED BY
1. 1' MIL POE1RA110N ES WORD ON STAPLES FOR MRL 0.014' STRAP.
L 1Y000 STA6 70 BE RIPM FRW SPF p UK OR BETTER.
May 24 , 2006
ON Revised
6
r X 4' X GAP ■DTH MEi SIZE)
�OSB OR PLr#= MAYBE USEDF 1N00= EQUALS GAP WTH-4' X4' M go
.� �3 .0
-John IC. locWer1, P.E:.AIIN
� .
3 WeYA70YUY SDE'NALL HE1aiT
,K2 Eng:rmrirlg, .��
FEDERAL MANUFACTURED 110FAE
CONSTRUCTION AND SAFETY STANDARDS
4. SEE OTHER RElAU FOR SEALM FLOORS FOR AIR WILIRAWL
JACOBSEN HOMES
lion='!.
nrsE 9EdICaT10K NO TMAAOFCf Ali
DRAW BY.
M.T.
DAIG
05-22-06
RE1r tEt1ER
P.o. Box 3se
umumm. rmwmu Rr IUD Cmmumm
YA1EW&S W 4A0MM MAK FACIlM
W- WM MAMULS A% FIV0 D 10 I E
DRAW ITLEb
M/W FLOOR FASTENING
SAFETY HARBOR, FLORIDA 34695
PHONE (513) 726-1139
T<ONDIT Eol rm TES NO OW TE
On ooFEDIZ L AM 11= AtM 0HXS
DRAY" Mu16Qt
AD-FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
Ir O.C. MAX. SPACING, STAMM
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
s Zj ob
John C. Weden, P1.
1C2 En. w ring. Ina.
APPROVED BY
IONPRevised
May 24,2006
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WfIG 90 YN
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN.. GALV. STEEL. RIDGE CAP COVERING
LENGTH OF ROOF (MIN. Y OVERLAP AT SEAM)
SECURED WITH #8 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
RIDGE CAP --t'
I•
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
1
1
1
CENTER OR MA71NG LINE
j
�88X716- HEAD XY
�IILLY THREADED SCREW
(NO MORE THAN 12. O.C.)
I
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1
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1
8
m
1
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1
METAL ROOF PANELS STOP
APP. -5" FROM CENTER LINE
,
,
Ref: EX-13-0051 and —30 Gk G&V STILL MRIP
5SEaM
AD-FA-0020 97H 7r x 1166 M STTAPP ESO)
NDS01 FLAT PENETRATION INTO DECKING
(Ali ZONES) (SEE CHART ON AD-FA-OODI WIX. SPACING)
(ALL MINES)
NOTES•
E)R, W AFMAL
DA4W AF MAU
. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
APPROVED BY
L STANDARD 7/16. O.S.B. (24/16 INDEX) ROOF SHEATHING.
I. METAL PANELS ARE 29 GA. MIN. SIM WITH V QC. RMS.
,
V � -%
N1 e 10,2008
I. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
E�QO(T"�i�, F'.� .
ANC,
TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVEN
�� I�C
FEDERAL MOO A D SAF ST
COMsmUrnOM AMD SAFETY srAtlDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (Do NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES
1M ME
DRAW P.
D.M.T.
°011`25-08ffML
°� in ' METAL ROOF RIDGE CAP
M BOX 368
MAMMM a yAM ea M
—
FLORIDA 34695
DHOW (81133) 130
m sm YA18> U ME WNW 10 in
�1 MD O�Ail6�
oCIt
MAIM ��
AD—FA-0021
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
PROVED BY
.01 1 5 19
INC
somswom
NOTICE: DRAWN BY. DAn: REV. LETTER
JACOBSEN HOMES THESE SPEMICATIMS AND DRANNcs ARE C.L.Y. 6-5-95
FY
ORIMAL PROPRIETARY, AND COWIOENTIAL DRAWING nnE.
P.O. BOX 368 uAMALS CIF ACMSEN IIANVAC7MG M/W ROOF SEALING
„ THE
SAFETY HARBOR, FLORIDA 34695 RE� FOR �� „M DEDb,
PHONE (813) 726-113a OUT OMML AID SEOv nm oTNERa DRAWING NuuBDT
U AD-FA-0025
8
ADDENDUM
MULTI -WIDE. ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES -HIGH SIDE
/ 75# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SLOE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL
'ROVED BY
JM . 1 5 W5
IT14
UW�mm
INC.
=c""EMRT ETAI[Jm
NOTICE: DRAWN BY. DATE: REV. LEMR:
JACOBSEN HOMES TwEsE SPEOFlCAlIONS NO DRAWINGS ARE C.L.Y. 6-5-95
CRlONAL. PROPRIETARY, AND C017(1pE H& DRAWING TITLE:
MATERALS OF JACOBSEN YMA1fAC1LRNG M/W ROOF SEALING
P.O. BOX 368 wG SUCH MATERIHS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 RECIPIENT TOR SPECIFIC PfFM NO LEAT K DRAWING NUMBER:
PHONE (813) 726-1138 IVT CMMTK AND SECRET TROT OTHERS I AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH.1NSTATiAnQN-
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE WLACE AND THE HEAR%
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE NI THE HOME) AND INSTALL FOLLOWING
THESE STEPS: -
A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSE118LY.
B. SECURE THE HEARTH EXIEN904 TO THE FLOOR W/ 4 +8 1 2' WOOD SCREWS.
C. FILL THE AREA BETWEEN THE FACE OF THE FKPLACE AND THE HEARTH EXTENSION
WITH A NON—COMBUSTABL.E CAULKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
imm Willi
TYPICAL WALL
WOOD TRIM
TYP. HEARTH FACTORY INSTALLED FLASHING
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
APPROVED BY
0 00or jm 2 8 1995
N 14 INC
FICI tW"AMM HM
C967Rti7p NO SIVFL7f ES110Mq
J AC O B S E N HOMES NOTic>D oRDRAWN BY:, DALE REV. LETTER:
�� ��� AND ,,,,,,,�,,,� C.L.Y. 6-16-95
mmn00awAL. PROMTARY. ADD COw(TO[IITK DRAWING TITLE:
P.O. BOX 368 MATERIALS OF dACOBSEN um"ACP"G SHIP —LOOSE HEARTH
v, AK PROWD TO THE
SAFETY HARBOR. FLORIDA 34695 IIt�1 FCw � rimsEs ND Y1ST K ORAWWG NUMBER
PHONE (813) 726-1138 PUT CWMnAL NO SECRET mow Gran 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-
N000or &W 25 20
14 INC.
FEDERAL AMNUFACTURED HOME
CONSTRUCTION AND SATEIV STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-000I -A
I
TRUSS SHEATHING
APPROVED EY
INAINC.
FERAL MANUFACTURED HOME
COMPRUMM AND SAFETY STANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. lfv- TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL -
3/8" WIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
BSI J
MARRIAGE WALL
ti \
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUHS), ATTIC VENTALATION.
3/8' SHEATHING TO BE INSTALLED ON —SITE.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
V61NOZONE III
(10' X 14 112" MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
(110 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL:
1. 3/8' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2' X 16 CA. MIN. 57M U:S 1 1/4' D.C. AT PANEL EOCES AND 3' D.C.
AT ALL FRAMING MEMBERS. (NO GLUE REOUIRM)
APPROVED BY
KA[y 't
a
elf, .E.
INC.
M RAL MANUFACTURED HOME
CONLSTRUCTDN AND SAFETY STANDARDS
z
JACOBSEN HOMES
NOTICE:
THESE
DR wN BY:
R.R.
OATS
4-27-98
REV. LETTER:
■
„
P.O. BOX 368
SPECIFlGnoHS AND DRAWINGS ARE
ORIGINAL PROPRIETARY, AND C"IDENRAL
MATERIALS OF JAC085EN MANUFACIURINC
INC.
TRUSS SHEATHING
-
DRAWING TITLE:
SAFETY HARBOR. FLORIpA 34ti95
PHONE (813) 726-1138
RICH MATERIALS ARE PROVUB TO THE
RtCVMHI FOR 9TCIFIC MMSES AM MWST K
KEPI
DRAWING NUMBER:
CONnDcNllllL AND Sr .I FROM OIHM.
AO-HR-00017
12
HINGED ROOF DETAIL
MTAW OF 1M1i110 PAaE ,O. n
St m pmrm m &T-w Pam. 6
NMX 221/%
Ln ww w SiL'>gl smounY WE
iE0W1I9i MM0 NO FIQE,lIA u tar
APARL..Unt UnW MIS NM 3r W
2FWDFASfU6ENKFNRAL
H NGED ROOF IN SHIPPING POSITION:
IN6tD Iau NO3f 10 � eEw,
t s�P p FAOE•D qIG POST lOP FIAI.
• �Ia: r roo0 s01n o>e �- �: r
HINGED ROOF IN SET-UP POSITION
REF. CALL. PG. C-RF- 223.0 - 223.6
NDS01
1. MADE NO MW SECil0l1 N 1FE RA M POSM BUM Sf9= HKM APPROVED BY
00w
IOIIC P06R NID P09AOti Revised
d b .Tun 06,2006
John C. Doeden, P-k. INC.
Engrrrsa�rtrtq. Inc W� w""0IM8 NOW
Cm711UC1m AND SAW" SUNDAM
DUN er. DAIE NLY. Iir1i1!
JACOBSEN HOMES o-�. o6—oz—os
OWN. M MEM AIO.mi+DOM OMM 11ti FANGED ROOF DETAIL
P.a Box See eAIUM W � MXWX'IWW
Ll W. 3= VAML0 Ox PADS li S
SAFETY HARBOR. FLORIDA 3"95 Iym m RR 9M MP= N@ = K. DMU G MUM
PHONE (e13) 726-113e IaTF awm K an m[t Rol mile. AD-MR-0002
13
HINGED ROOF DETAIL
UNDERLAYMENT TO BE CLUED 3' WK
OH BOTH SECTIONS OF WIGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERIAYNENT AND -
AND A MIN. 4 1/2' WIDTH OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTIOTL
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X W BLOCK BEHIND 2 X 6 —
OVERHANC FASCIA BOARDS AND SECURE WITH
3-1B X 3' WOOD SCREWS EACH SIDE OF GAP.
APPROVED BY
Revised
Nov 30,2006
14 rNC.
FEDENAL YAIIUFACTURED MOPE
C0115TRUCFION AI10 SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTES:
I. BRACE OM ROOF SECTION N THE RXW M910 BEFORE SNANGRIG HINGED
KING POSTS INTO POSillal
11/zsr016
John C. D08dm P-k
K2 EnOMOKWO M
WINDZONE 11
(110 MPH)
ALL EXPaX1RES
JACOBSEN HOMES
eox J66
Sam HARBOR. FLORDA 3095
PHOME (613) 7'26-1136
r&w. s�� AM CU MS AK
aeCk4L NOWUM. M . AW oosWM&
WWWALS OrACMM U W1FAC "C
ua 9" SAIDW ARE FWA03 m 7K
mmm Mat MOB AND MW K sm frm
A 1a11 COt�10a1DAl ND mph
�� a' D.T.
"" " 10-02-06
My. ""�`
0miroP.a
DRAWING 117W .
HINGE R00 DETAIL
DRAW MAWR
AD-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTALL ON SITE 151 FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK UNEDERLACE SHINGLE
YYMENT
2' MIN. OVERLAP (TYP.).
6- MIN TAR AS OWN
o- .(APPLIED ON SITE
I .SEE NOTE #3: .
It I ... .........
r1
r MW
SEE DETAIL 'A' .
r I I + I I r I+ I
1 � 1 1 l
1 I.
0
WU
N
z
s
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH -6 STAPLES (1' X 3/4" X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION .IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 15# FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15; FELT IS NOT REQUIRED IN ANY AREA EXCEPT %*x NOTED.
2. FASTENING OF 15# FELT IS NOT REQURED. (FASTENERS APPLIED JJST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - 0
3. EXTEND W.FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MIN. OF 6- AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F 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—OD02. AD—HR-0003. AND AD—HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
OPROVED BY
1p'q'' SEP
iNc..
MANUFACTURED HOME
MON AND SAFETY STANDARUS
NOnCL M.T. 9. 20-03 - - -
JACOBSEN HOMES tgrimmimmmmImAnm
aA OWL PROP MIX. AM col flo m DRAMING mm SHIN(XE AND UNDERLAYMT _
wTERMS of dAooesElr MNWAC7UFM APPLICATION ON HINGED SECTION
„ P.O. BOX 368 Wt SUM wTOW AK PWIM 10W
SAFETY HARBOR. FLORIDA 34695 Mi3mt1 fat qfAID f W4W AM KW IN DRAWING NUMBER:
PHONE (813) 726-1138 KK aos>af RK AND W* ftM °^U& AD-HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6- 1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA. I
STAPLES INTO EACH 16' O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) 1
NDS01
NOTES:
I. SEE AD—HR-0007 FOR INSTALLA71ON OF UNDiRIAYIENT AND SHNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
— `—" CRC — 167.01 — 167.02
I EEA APPROVAL DAPL% APPROVAL -
APPROVED BY
Revised
741/4
Q� J= 09,2006
John 0. I[posdet 1, r.C. FEDERILL MAMIfACfU IG" C
CONSTRUCIION Alq suTar TTUD
.92
Ef0mring, If1G AROf
JAC OBSEN HOMES
P.O. BOX 366
NOTICE•
THESE 3110T1CADORS AND TRAVDWS ARE
CRORAA. PROPRE:TART. AND CDNDOITTAL
MATM43 or imSET' "AR" az""m
w— Sm YATUM3 All PRDIUED ID T1E
LRAWN UT.
O.A.
VAIL,
06-06-06
REV. IETTEA:
A
H
DRAWING ITM
PEAK INSTALLATION DETAILS
SAdE1Y HARBOR, FLORIDA 34695
R[Cion rot S ECFr FJVM AND W4T K
DRAWING NIAM
PHONE (727) 726-113B
mT C9fV0n t AM SIM FIKM 0IN3M
.
AD—HR-0006
16
SHINGLE�UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE .
6 FASTENER'METHOO) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
INSTALL FIRST LAYER OF 151 FELT
TO ROOF 1ATH A 6' MIN. NLDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR E)OSTING
FELT AS SHOWN.
NOTES:
TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION .
INSTALL TOP LAYER OF 151 FELT
TO ROOF WIN A 6' LAN. WDTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR E)OSN1G
FELT AS SHOM.
APPIWAL-
ROVED BY
AUG a 1
INC.
NOTICE DRAWN BY: DALE REV. LETTER:
JACOBSEN HOMES TNT sKImTm No - M.T. 7-28-04
oAIOIN_ PRO?IRrtrNn. No ooF>oElIOAi DRAWRIG TITLE:'
OF JACOBSEIIYNIIfACTIMMC 4iNGlE/UNDERLAYMENT INSTALLATION
„ P.O. BOX 368 xc & al YAlamS AK PRQVM TO K
SAFETY HARBOR. FLORIDA 34695 KOPaI r0194CXIC Piro NO W9 K DRAWIIG NMM-
PHONE (727) 726-1138IVT coomuk No Im IW01 colas. AD—HR—OW7
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
NE M W/ STAPLE OR NAL
BANDING STRAP "I PED' AROUND PIPE AND FASTENED TO FLOOR FRAMING
ADE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TDWARD THE
OUTLET. WHERE WS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
:OOT MAY BE USED WHEN A LULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
...J NE1N M MAW PIPUJG
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
ON rllN; e
JACOBSEN HOMES 1PBY. "' �� IEETIA:
ofs� sPtalunM a+s AIMMD S ogA4Nf:S ARE . R.R. 7-17-97
CArAM. PRM14' "COMM — DRAW TITLE
P.D. BOX 368 °A1D""-S OF .nay MWIffAcmRMG uo PLUMBING SUPPORT
„ SAFM HARBOR. FLO UDA 3�695 acrOff FUR Y=11t1P
BOM nJrr a DRA►ING NME&
PHONE (813) 726-1138 In CMUMDMq"100 MW GDM AD—PL-0001
„M r
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
,MAR V�
INC.
UREA HOME
SAFELY STANDARDS
NOTICE UIiAXTI tlT:
JACOBSEN HOMES MAI(« NLK LCIILIT:
THESE SPEdFTCAnoxs AND oRALYtdCS ARE M.T. 3-30-05
ORaNAL, PROPRIETARY, AND CWIDENGAL DRANINC TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCJI MATERIALS ARE PROVIDED TO THE OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 REaMy FOR SPECInC PURPOSES AO AST BE DRAWING NUMBER:
PHONE (727) 726-1138 WT CC w1K AHD SEOV nu Ows. AD—PO-0001
14
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.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY -
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF -SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
DAM APPROVAL
NOTES:
APPROVED BY
NRevised
Oct 25,2007
14 INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTICE DRAWN BY: GATE: REV. LETIER:
AD
JACOBSEN HOMES THESE sPEmcm Am oRAYArIcs O.A. 10-24-07 ,
ORIGINAL, PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE:
Min P.O. 80X 368 MATERIALS OF JACOBSEN MANUFACTIlRNG ON SITE PITCHED ROOF DETAILS
INC. SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECMT FOR "NIC PIRPM AND MUST BE ORAWING NUMBER:
PHONE (727) 726-1138 KEPT CG MTIAL AND SECRET FROM OTHERS AD-PR-7001
20
ROOF- TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16' X 1 1/2' X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE 11
11' MIN. SITE INSTALLED DECKING 04fRLAP
FACTORY INSTALLED ROOF DECKING "I
11_
SEE NOTE 12
MAY B NOTE 4�S I 18' MIN.
DECKING YM
CROSS-SECTION
REF. PG. RC-07-0044
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED WITH 7/16' X 1 1/2'
X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 16' QC. RAFTER.
r SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA-:.ED
RAFTER BELOW_
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NDS01 p�' cucs C-FS3.88.01
NOTES. DiCHM APPROVAL
I. SECURE EAQI 16' O.C. RAFTER TO RAIL BELOW WITH
2-00 X 4 I/Y SCREWS AT EACH RAFTER END. SITE
NSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY IN ALLED
RAFTER. (EA. SCREW TO HAW 1 1/4' PENETRA110N MIK)
2. ATTACH WAIF LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
110 X 4 1/2' SCRONS 9' C.C. MAX SPACING. V44,12A.
3. SEE AD—FA-0020 FOR GAP TREATMENT BETYUNN SECTKXVS. John
K2 Enginwrk g. Ina
140i1CR DRAYN BY.,
JACOB P.O.HOMES s �C�M
o. BOX 365 wlums 6F mcom r"xrAc u awc DMTAli6 TITIE
SAFETY HARBOR. FLORIDA 34695 MC SM YATDIMS AM PROIMD 10 lK RO(
PHONE (727) 726-1138 K" CwKwft me uml Am pm
WMD20NE' II
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
iNC.z°°6
INH
FEOENAI r�NISSACTUm NONE
CONSTRUCTION AMO SAFETY STANDARDS
O.A.-"'— 06-02-06
F TO ROOF ATTACHMENT A
AD—PR-7002
21
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUILOOKER
IT O.C. MAX. BETWEEN OUTLOOKERS
-- oc u...
2 X 6 OVERHANG FASCIA
1HIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OUILOOKER
W/M1N. (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MIN. (3) .131' X- 3' NAILS
(TYPICAL AT ALL CENTER BRACES)
NDS01
19.olz
�4t
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .1310 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SEC RONY OF UNIT. AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS S! E CHART FOR FASTENING
ALL OUTLOOKERS SHOVIN ARE 2 x 6 SPF j.3 FLAT f OUILOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MiN..131' X 3'
NAILS OR MIN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP & BOTTOM
CHORDS ONLY.
�-- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOM
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OU DOWs M BE MMW m FJ+a+
TRUSS OF IHE DM RE TM1 W LDGIED
IN THE ENDZI#E PER FASID ER CHART.
SINGLE TRUSS ONLY
REO'D OUISDE OF
3 FT. AREA
�........SS NAY BE
PUKED ON EIM SIDE
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER bETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUILOOKER FASTENING.
FASTENERS
GUAM.
PEHEIRAIM
J31 PD NMI.
S
1 1/2'
15 GA. - STAPLE
8
1'
18 SCREII
2
r (INCL W)
OURDM FAMES MAY BE N5IALLED NANKONE III
FROM PC Doym IF PEIIE1RAIM ALL EXPOSURES
110 MPH
20 PSF ROOF
10 PSF D.L
RE. CALM C-RC-197.01-197.02
DWa R APPROVAL DARA APPROVAL•
APPROVED BY
ONFeb 05,2008
INC.
Sohn C. Doen. Rt• FEDENAL ■ANUFACILRED NOYE
CONSRtlICf10N AND SlIFETY SiANDMDS
K2 Englnij�eTing; Inc.
HOMES
xolzAw
n+ESE s�c�►noNs uo oRAr>cs Ar+E
MOM. FROMMY. No COMMMML
DR""" BY.DATE
O.A.JACOBSEN
1-29-08•
REV LETTER
DRAW TlI
P.O. BOX me
W OUM Off"
r� SM sia wm�us � �Ro�+oED w BE
END ZONE RAFTER/OVERHANG ASSEMBLY
A
SAFETY
PHPHOEE HARBOR.7FLORIDA
26 D 138 695
�mmnc
M �
DRAwolc NUMIiFIt
WT sm
AD—PR-7003
99
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
— TRIPLE WIDE CENTER SECTION PEAK \ —
SITE INSTALLED DECKING ON PITCHD NO BLOCKING REQUIRED
TRuss OUTSIDE SECIONS sEcnoN & REMAINDI3t OF AT CONTINUOUS PANELBOTH ROWS OF SHEATHNG) FULL� SEAMS BETWEEN TRUSSES
• SEE OTHER DETAILS TO SECURE TRIPLE ME MARRIAGE LINE
SITE INSTAUED LPITCHED TRUSSES
IIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
I
I
VAND20NE RI
ALL EXPOSURES
(110 hIPH)
20 PSF ROOF
10 PSF D.L
NOTES: MffltrX AMWVAU UNU PYMUVAL
1. 1/8' MAXIMUM GAP AND 1/W MINIMUM GAP BETWEEN DECKING
N 14
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO OE 7/16' APA RATED ROOF (24/0 W Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. ti:J:ric.n. � Oct 29,2007
3. OTHER TRIPLE}i
WIDE SECTION (NOT SHOWN) WILL BE THE 2 EilqaiL•iWi;
�, liic. INC.
SAME DECKING PATTERN. FEDERAL MANUFACTURED 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 FIELD
NOMIL DRAW BY. DAIS REY. LEVER:
JACOBSEN HOMES mm milC um AID mum URE O.A. 10-24-07
GMA- PWRUM NO UWWAX DRAINNG
P.O. BOX 3M HATO Uts Cr OWSM UNWAC1UM10 miermr sm "mw w RtOIDED 10 m ON SITE PITCHED ROOF DECKING INST.
SAFETY HARBOR, FLORIDA 3095 empm RR sM 1Ufs0615 m WM m DRAWNG NUM
PHONE (727) 726-1138 IVT OoiEDM wo SEA FFM ODM AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
APPROVED BY
Revised
Oct 25,2007
iNC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
❑
JACOBSEN HOMES
NOTICE
TH>� SPECKATjM AM DUIMGS
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER:
0
OWWPI, PROPIEEURY, AM CONFIDENTIAL
ING
YATSIM OF JACOBSEN MANUFACTURING
MA
DRAWING TITLE:
VENTS
❑\I
P.O. BOX 368
Sup+ u�TEJACO vm R� To
SITE INSTALLED PITCHED ROOF
❑❑�
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
RE"T FOR SPEOTIC PURPM AM MIST BE
KEPT CONFlOFAIK AND SECRET FROU 01NDM
DRAWING NUMBER:
AD-PR-7005
24
ROOF VENTING
TIN. 100 M ML CUTOUTS FOR
1 .A NETITUITXN Or ROOF SECTION
(SEE QURT FOR REOUREUDITS)
100 SO. IN. CUTOUT VENT HOLES
N
REQUIRED IN FLAT ROOF SECTIO
(1607 X SECTION Li11GDt CUTOUT Kul-
0 To 15-6' 1'
15'-6' TO 31'-3- 2
31'-3' TO W-14r 3
66'-tU' TO 6 -6' 4
62'-6 l0 -0 5
i..A
r_11
I I. MARMAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LOW VENT
•50 SO. IN, VENTS REQUIRED
3 H04 VENT IN SITE INSTAII.ED TRUSS SECTION
=------------�_�
`CENTER LINE OF CENTER SECTION
ton = STC1o110 m NDI 101k too tort
10 31•-r aw NO(
F-f A /6- 1 NO[
4r-w 10 6f-6 2 1 iA SQ
6i A - 3 2 TA Su
A AMNON 10 0+06w1G KN1S
i--J ` TYP. SO SQ N ROOF VENTS
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
MARRIAGE WALLS .
SITE INSTALLED CENTER SECTION OF ROOF.
• P;.
3
2.
W
AF PROVED BY
CJimi4?
INC.
MAN(FACTURED HOME
ETY STANDARDS
JACOBSEN HOMES NOTiAm ��� �= DALE REV. LETTiTt
1NESE �[or1u111o16 Am ow,,.+a AR[ R.R. 01-22-04
WWAL PROPRETART, AM CC1KD01M DRARMIG IIUL-
_ P.O. BOX 368 W M W ROOF VENTING
SAFETY HARBOR. FLORIDA 36695 RODENT ►01 VM 111i M AND MM r 0RAR1►IG NwKIL
PHONE (727) 726-1138 ■a►T CosMIK AND 3FDO►w011.bM AD-PR-7006
a
i..A
r_11
I I. MARMAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT LOW VENT
•50 SO. IN, VENTS REQUIRED
3 H04 VENT IN SITE INSTAII.ED TRUSS SECTION
=------------�_�
`CENTER LINE OF CENTER SECTION
ton = STC1o110 m NDI 101k too tort
10 31•-r aw NO(
F-f A /6- 1 NO[
4r-w 10 6f-6 2 1 iA SQ
6i A - 3 2 TA Su
A AMNON 10 0+06w1G KN1S
i--J ` TYP. SO SQ N ROOF VENTS
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
MARRIAGE WALLS .
SITE INSTALLED CENTER SECTION OF ROOF.
• P;.
3
2.
W
AF PROVED BY
CJimi4?
INC.
MAN(FACTURED HOME
ETY STANDARDS
JACOBSEN HOMES NOTiAm ��� �= DALE REV. LETTiTt
1NESE �[or1u111o16 Am ow,,.+a AR[ R.R. 01-22-04
WWAL PROPRETART, AM CC1KD01M DRARMIG IIUL-
_ P.O. BOX 368 W M W ROOF VENTING
SAFETY HARBOR. FLORIDA 36695 RODENT ►01 VM 111i M AND MM r 0RAR1►IG NwKIL
PHONE (727) 726-1138 ■a►T CosMIK AND 3FDO►w011.bM AD-PR-7006
a
A AMNON 10 0+06w1G KN1S
i--J ` TYP. SO SQ N ROOF VENTS
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
MARRIAGE WALLS .
SITE INSTALLED CENTER SECTION OF ROOF.
• P;.
3
2.
W
AF PROVED BY
CJimi4?
INC.
MAN(FACTURED HOME
ETY STANDARDS
JACOBSEN HOMES NOTiAm ��� �= DALE REV. LETTiTt
1NESE �[or1u111o16 Am ow,,.+a AR[ R.R. 01-22-04
WWAL PROPRETART, AM CC1KD01M DRARMIG IIUL-
_ P.O. BOX 368 W M W ROOF VENTING
SAFETY HARBOR. FLORIDA 36695 RODENT ►01 VM 111i M AND MM r 0RAR1►IG NwKIL
PHONE (727) 726-1138 ■a►T CosMIK AND 3FDO►w011.bM AD-PR-7006
a
PITCHED ROOF EXTENDED VENTS
SIT[ INSTALLED VENT CAP OR SOLAR TUBE
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)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
/(EXPSIZE INSTALLED
LUMBING VENT PIPE
RI(SEE
ND 3- ABOVE ROOF)
DETAIL 'B')
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4— 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
0----FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
5. SECURE 97E INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
0 (SITE INSTALLED)
VENT PIPE
0_#-(FACTORY INSTALLED)
DETAIL ' B'
APPPOVED BY
JUN I
INC.
FEDERAL. ANUFACTURED HOME
rnNCTRI I .TInN AND SAFETY STANDARDS
JACOBSEN HOMES N0T10E R.R. DRANK BY: DATE Ot-23-04 REV. LETTER:
ncsE SFEOFICADDNS AND oRAWJGS ARE
SAE. PROPRIETARY, AND COWMIlAL DRAWING TITLE: _
„ P.O. BOX 368 1A1ERmS 9" °i"C0�" rOAXI It) IK PITCHED ROOF EXTENDED VENTS
nc. s1T01 wTN7enI.5 � Pao+�oEn ro n[
SAFETY HARBOR. FLORIDA 34695 R oWn FOR SPEFIK WO95 NO NMI BE DRAWING NUMBER:
PHONE (727) 726-1138 art O MBE IM AND SECRET MN 011M AD-PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15r FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT 1NTH A 6' MIN.
OVERLAP AND A MIN. 6' V4DTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 150 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. PERMETER OF ROOF.
I
-I r -I r-1 r -1 - r -+ 1 FIELD INSTALLED ROOF SHEATHING (TIP.) b�l
I I 1 I I 1 1
1 6' WIDTH OF ROOF CEMENT WHEN
t I 1 1 OPTIONAL IN FELT IS INSTALLED. �
r�
I
OPTIONAL LAYER OF 151 FELT
LI
ONE-PIECE SHINGLE I
Ut$lElitAYYENT
ROW SHEARK (TIP.)
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 DECIUIG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
FASTENING DETAIL
NOTES*...,.�
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED �
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) �C+hil
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS Kz Eng:ric-0-iI�+ InG.
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
WINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVAL
COVED BY
Revised
Oct 29,2007
IrpNC.
MOO FACTURED HOME.
ICTIDN AND SAFETY STANDARDS
NOTICE ORAWN BY. O.A.
DAIS 10-24-07 IO:V. LI T1EIi:
JACOBSEN HOMES nm s+amms ACID mum ARE
MGM FROPWARX AID CONFINIUM MA11QiG WIM'
P.O. BOX 30 W►I MtS ELF &DOW YAMiACRM SITE WTMLID S JNLE AND UNDERLAYMENT
IIIC SUCH U479Mts Ali PRMWD TO 1HE
SAFETY HARBOR. FLORIDA 34695 Ff"rt FIR 9= PloPM W OW NE DRAWING NUMBER:
PHONE (913) 726-1138 Km 011i10E1 K 0 sm ffm Oi m AD—PR-7008
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
h/
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105" X 1" MINIMUM ROOFING NAILS
OR .113" X 1- MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPUED TO
BE USED IN LOF STAPLES fOR
FASTENING FLAASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA NTH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITH 80770M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER MATH SHINGLE TABS
SECURED YRTH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DAPIA APPROVAL:
NOTES:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. T X 1" X 16 GA.
A
ROVED BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
IT
Lft
INC.
FEDE
ALMANUFACTUREDHOME
CgtjS
RUC110N AND SAFETY STANDARDS
J AC O BS EN HOMES
NOTICE
TKx �M�TD6 NO M>RAIRNM AK
DRANK BY:
M.T.
DATE
02—O4—fl4
REV. LETTER
DRAWNG TITLE.
UpWA . PRopKIART. AID Ix>W MTK
MATERA S QF 44COOSEN MANUACTU"
TYP. FLASHING INSTALLATION
P.O. BOX 368
nc sUOt mAXR% S ARE PROMO® TO TIE
DRAWING NUMBER -
AU—PR-%009
- --
„ SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
REOMT /01 9ET7IC PIIiPM NO MIST K
�lrK
101 MO STOAEI n= OWNERS
28
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL 11E-DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE -DOWNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. 'AHE'N ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ,NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SLFPLIED BY OTHERS).
S VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL BE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXWUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WADE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME W-DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TIP. 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
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTAIIFD.
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 03593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAMMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES)ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENI7.
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).
I& ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TNPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQIJIREO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG REQUIREMENTS. AL BLOCOG 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.
:ER`kWWt I .... fillull! DAPIA
§O...00 T ERF"..r, VP RO
ENE8703571.
5 '• TAjr .o
JACOBSEN HOMES NOTICE: "flp,fDR
■ THESE SPEanCATONS AND DRANNCS ARE
fill
ORMNAL PROPRIETARY, AND CONFMTLAL
P.O. BOX 368 MATERIALS OF JACOBSEN MARSACTlX71NC-
„ SAFETY HARBOR, FLORIDA 34695 Fu�°TOR �� PimARE m m„o � oE
PHONE (813) 726-1138 IBP1 COIPDDFTNL AID SECIV FRDJ OTIERS
ED BY /a,,
.M T 5 10
INC.
C.L.Y. I
DATE:5-19-95
TD—GENERAL NOTES A
AD—TD-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
i
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WIND ZONE 11
WIND ZONE III
RIH.
ANCHOR
YIN. QTY.
ANCHOR
FLOOR
WIDTH
EA. END O
EA. END
ANGLE
0 U
EA. SECTION
YIN. IN. 6
N
EA SECTION
u1N. 9
20'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2 1
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL
DEL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
DBL
LOAD
ANQE
FLOOR
WIDTH
EAVE
OVERHANG
20'-O'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-0'
12'
8'-0'
3150#
40'-50'
6'-8'
3150#
40'-50'
254
12'
8'-0' 1
31501
40'-50'
6'-8'1
3150
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
E OF
ANCHOR
AN
MIN OTT.
EA. END
ANCHOR
N OLE
Q
�t
WIDTH
SENDEC
EA. SECTION
YIN.. 6
EA SECTION
YIN.. 9
20'-0'
2
50'
2
68'
24'-0'
2
70'
3
50'
25'-4'
3
1 45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE 4
SPAONS
DEL. HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
DBL
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0*
12"
5'-4'
31501
40'-45'
4'-0'
31500
40'-50'
24'-0'
12'
5-4'
31501
40'-50'
4'-0'
3150#
40'-50'
25'-4'
12'
j -4'
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5'-4'
31501
40'-50' ,%%%
+++1N1T, '-0'
31501
40'-50'
OTES:
ENGINEER` O �.,
DANA APPROVAL.
1. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
�' F =
a ; Q No. O', s
PPROVED BY
2. SEE AD-M-0011 FOR MAXDAUTA PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
_ ENE8
_1
1 5
. OF
INC
-. ••. OIA� G\ .�`
K7STRUCfpI NO SVi1T STkCYl�
JACOBSEN HOMES
NOTICE:
THESE sKanCATIONS AND DRAMNGS ARE
1CflAN�b •
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
.
P.O. BOX 368
ULpNAL. PROPRIETARY. AND CDNnDENT1A1.
MANUFACTURING
MATERIALS OF JACOBSEN ACTURING
/
// 1\
„ SAFETY HONER(B 3) 726 1138 95
WC. SUCH WATER ALS ARE PROAD D TO THE
O➢TCp6o�0 n x CRL•F TRL rdm
DRAWING HUUBER: AD-TO-0010
30
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES v
ZONE II & III/M. C �4
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
END ZONE 0
WW ZONE 0
(v_
FLOOR
wL 0.
OF
Mon
ANGLE
a on
A. OF
AM
ANGLE
VIDTH
sm
A see®x
EA.
tow, a
F�. SDCRpI
s
YM, D
23'-Ir
2
54'
3
40'
�0
24'-0'
2
54
3
a
25'4
2
60'
3
44'
26'-8'
3
38'
3
48'
3
4T
4
41'
(SEE NOTE 14 FOR ANCHOR ANGLES)
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WIN,
MAX,
VAND ZONE 11
VMD ZONE 11
sus
ML LEAD
Leta
ANowR ANIiE
SPACOIG
®. HERO
LOAD
ANaioR AN61E
FLOOR
VD1H
EAVE
OVERHANG
12'
64
31501
40'-45'
5'-4'
3150E
35—C
12'
S4'
3154
40'-45'
5'-4'
3150 j
35'-40'
254
12'
514
31
1 40-45'
5'-4'
3150#.
35'-C
26'-8'
12'
54
31501
1 40=45'
.51-4'
31501
35'-40'
12'
54
3150#
I. 40'--45'
51-4'
31501
35-40'
(SEE NOTE #4 FOR ANCHOR ANGLES)
%J111111180s','r
�o° N G. DoF °O
� ' �,� C E � SF •���so�,m
.•o .
.�
No 45484 m
:J
.. • • �� • `t. 0
%13 Tk
REF. CALC.
O�
mmm •'' ;'c Q P : `�o�� C-TD - 215.01 - 215.20
'ONA�
NOTE5:
EN4I W APPROVAL•
DAM APPROVAL
1 ME AD-11-= FM ADDM MAL NMEMM
APPROVED BY
2. SEE AD-7D-00f1.1 FOR W10 M PER HM1S REMO FM 1HE LOADS
TABIAAIM AMJ13n
16,2009
3 x-Mn DF = ON IM PAM APRlC M TO DOME UB ONLY,
I N C C.
4. Vo Moo ANGLE SHOWN DI THE OLART ABOVE CANNOT E ACHEVFD,
FEDERAL NIANIFAL7URED MOUE
CONSTRUCFWN M0 SAFETY STANDARDS .
INSTALLED AN APPROa STAR= FLAIL
JACOBSEN HOMES
,+M�► WAI ARE
DRAWN. M.T.
;U
DAM 06-04-09
10 LEflER
AL �tNAT SPACING TABLES
P.O BOX 36N1
aRafalAL. PRaP1ltnRir, AND O71f1aLNYA�
YA1p1AlS OF ,Y1msix YANOFACfUlMO
SAFELY NNAlNBOR, FNMA JMM
PNONE (613) M-1138
W. SM UMM Alt' m'mfD 10 X
RD W RR ffM W Y6f lE
mn aYrroa w n of n= am
MOMLNG MR M
AD-rD-0010,1
31
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIF-DOWN SPACINGS
TYPICAL CROSS SECTION
MOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.0
SEE FIGURE 20 FOR AIMATE TIE-DOIRI IMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERRATE TIE -DORM
SEE NOTE 5 FOR
MA)I0 HEIGHT
NOTES:-
------- J zr' "�CQ "''4
PRL)Vhu by
1. SEE AD-ID-ODIO FOR SPACING TABIES.
_Q :. 61 T EqF�
No.
2 SEE AD-TD-0010 FOR QUANTY OF LONGITWAL DE-DDWN STRAPS REQUIRED.
Q
ENE8703571 �.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOUREbiENTS.
_
I
INC4.
SEE AD-TD-0001 FOR ADDITIONAL REOUNUENI&
5. ZONE 2/DPOWRE V'- 60' MA)=m HEIGHT
T= •4r
4"
�" 3NM
ZMIE 2 RE V: 44' MA)MM HEIGHT
dd
P'
''i�O�t�
REF. CALCS
ZONE 3/E�OSURE'C': 40' MAZAIM HEIGHT
ZONE 31E7G MRE b': 36' MA)UM HEIGHT
• 071/'► \��.��
'�'�i� sii//T AIL A � • E�.����`
N047C& OlPYRIr W. DATE REV. LETTR: E
JACOBSEN HOMES THESE SPECFICATIONs AND DRAW= ARE C.L.Y. 3-27-95
OIRGNAL. PROMETARY. AND CONFlOEENTIAL DRAWING TITLE
a P.O. Box 368 MASSOF AAcOM MANXACROW FIGURES 1.0 AND 1.1
RIG RXH MATERIALS ARE PROMOED TO THE
DI
SAFETY HARBOR. FLORIDA 34695 RECPr FOR SP[CR1C PU IS AND AW RE DRAWING NUMBER
E (813) 726-1138 PUT eowwTUL AV sLma nu amm AD-TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE -DOWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS JraDa1
V.
mom ma (a Nom P) MCM MU (Z KI IE il)
FIGURE 1.1
MMM BASED ON 95 llf F-BEA{I CaI1FRS Alm 96' 10 ZRALLS)
NOTES:
1. SEE AD-TD-0010.1 FOR SPACING TABLES
2. SEE AD-71)-0010.1 FOR QUANITY OF LONGITLIDK TIE-OOM STRAPS REWRED
3 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REWRENENTS.
4. SEE AD-I0-00 FOR ADDITIONAL REOUIREHENIS.
5. WE 2AXP=RE V: 6r 11AMMUIL HEIGHT
ZONE 3/1:XP=RE 'C': 5r LIAMIUN HEIGHT
6. WHEN ANCHOR ANGLE SHOWN ON AD-ID-OD10.1 CANNOT BE ACHIEVED,
INSTALL AN APPROVED STABILIZER PLATE
°°eooe s a� a e e oeia®��o
No 4; .E
�co b 4
e°�Bo®oaaao�e®®°
NE NOTE 5 FM
IIA1a91Y H7aR
APPROVED BY
NJTm 16,2009
INC.
FEDERAL YANUFALNfN:D HOME
CONSTRUCTION AND SAFETY STANDARDS
C-TD- 215.01 - 215.20
lion= DNAm CT: " •.
JACOBSEN HOMES Tm = No DRAW= w M.T.�—�—os
MA° S MANUFACUM oRA►SNc ' FIGURES 1.0 AND 1.1
P.O. BOX 368 W. SM YAIF1= APE PROYbEb.10 IK
SAFE HONER(8113j 726-I11A334695 KIK O! W MW U BRAWL x1RlEiEt AD-TD-0011.1
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE 1I & III/EXP. C & D 1 �'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
Yw.OTY.
ANCHOR
MIN.OTY.
ANCHOR
WIDTH
EA. END OF
ANGLE
EA. END OF
ANGLE
O
EA SECTION
WIN. a
EA. 3:cTICN
WIN. e
12'-0'
2
43'
2
55'
2
1 50'
1 2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND 20NE II
WIND ZONE III
SPACING
DEL-
DEL HEAD
ANCHOR ANGLE
ANCHOR
SPACING
HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6'
8'-0*
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4"
6'
5-0'
3150#
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
Yw. OTT.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
EA. END OF
ANGLE
EA. END
O
EA g
YIN. A
EA SECTIOO N
SECTION
WIN.A
12'-0'
2
64'
3
47'
12'-0*
3
31'
4
33'
13'-4' 1
3
1 42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACINGLOAD
DEL HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
5-4'
31501
40'-45'
4'-0'
31509,1
40'-50'
13'-4'
6'
5'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
NOTES
ENG;EER, O l'IfJ
D�'''''
DAPIA APPROVAL:*1.
SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
�.`� Q�$T 'G�
APPROVED BY
2 SEE AD-lD-0013 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABUA10 ABOVE.
N0. o '.
ENE8703571 -
.lt1N 1 5
WA
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SDEWALL NOT FRONT OR REAR.
* '
Nil , N C
4. ABOVE TABLES APPLY TO 160" FLOOR OR 144' FLOOR MOTHS 1MTH 95 1/2'
STAT: F
y ��'• � r.,4k:
'� �'•
AxAxW UFAVLO KM
z a�s+t n�+�
I -BEAM SPACING, 96- MAZILM SDEWALL HEIGHT AND 6- MAXIMUM SIDE
MAX EACH SIDE OF UNIT).
�` ��/ .`
RAN '
''•(�
OVERHANG (6' OVERHANG
�4 f ...
i ``�
JACOBSEN HOMES
NOTICE: �AAJff 11111111A`�
T-ESE sKOTICATRONS AND DRAW= MR�
AAyye�µµ
' C.L.Y.
DATE' -
5-30-95
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
ME io P.O. BOx 368
ORIGINAL, PROPRRETAftY, AND ODNFmO1TIAL
MATETIALS OF JACOBSEN MANUFACTIRINC
AA
/ `
„ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
PC MAXR:ALS ARE PROVIDED TO THE
9JOR
RECPUrt FOR SxUX PtPPOSLS MO MLST Ru
OUT Ca MU, AND SECRET FROM OTHERS
/l-a\
DRAWNG NUMBER:
AD-TD-0012
34
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.2
SO MURB 2.0 FOR ALTSRRATB M-Doll OVID
ANRE MME
FIGURE 1.3
SEE FIGURB 7.0 FOR AL MATS M-DOW iMD
NOTES:
I. SEE AD-TD-0o12 FOR SPAONG TABLES AND NOTES.
2. SEE AD-TD-DO12 FOR OUANRY OF LONGRoAL 11E-DOYMN STRAPS REQUIRED.
3. SEE 01101 DETAILS FOR BLOGONG (PIER) QUANTITY AND 01HER REOURE1GM
4. SEE AD-TD-0001 FOR ADDITIONAL REOUFaENTS.
5. ZONE 2/DPMRE V. 30' MUM HEIGHT
ZONE 2/EIIPOSURE V: 48' MAXIMUM HEIGHT
ZONE 3/EIa'DSLIRE 'C': 28' MAXIMi1M HEIGHT
ZONE 3/E�05URE V' 60' MAX WJIA NEW
SEE NDTE 5 FM
MAAIDN HM
R � sTDOF�F2
No. Fo'.
EN 870357
f,
rC AT2 OF
APPROVED BY�
JAN i �
INCwoo r14 'ON
F:Lcw. w KF#Cn= M
cumamofhv&vtwwiaiq
JACOBSEN HOMES
4',; SUN
ns-%
LUR
C.L.Y.
5-19-95 DATE
IV'
EV LETTER
P.O. BOX 368.
AM
SPEfi1CA110N5AM oeA9*01 "11
°i°MAL MWWMY. AND
UAT MS OF 4ACOSSEN MANUFAC1XP10
l'ol
DRANK TITLE:-
FIGURES 1.2 AND 1.3
A
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
N SUCH� SI pp ARE PRDWW� ff
DRAWXG NUMBER:
IVT w mu nu omm
AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-WO TAKE FER AO-113-0010 THE PER AD-TO-OC10 T911 PER AD-TO-OOIO TAM PER AD-M-0010 TABLE MAX
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
NOTES
S:.I y c wlnvwu., �v i�
vMA n FnvyK:
I. SEE AD-TD-0010 FOR SPACING TABLES
No. FO =
APPROVED BY
2 SEE AD-TD-0010 FOR OUANITY OF LONGIIUDIAL TIE-DOYN STRAPS
REQUIRED.
ENC-8703571
3. SEE OTHER DETAILS FOR BLDCKING (PIER) QUANTITY AND OTHER REQUIREMENTS
�•
5
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
1 �J
INC
11
' .. P'•'� �' �_
HOFArtrrrAfrAR1®K>tE
'�` •.�D 1 AN• • • ����.��
arslAucrnrA,osArsnsw�
st1ls10! Al1�Et�
JACOBSEN HOMES
NOi7CE:
THESE sPEanunoNs AND DRAVANG5 ARE
DRAYM BY:
C.L.Y.
DATE:
5-19795
REV. LETTER:
P.O. BOX 368
ORIONAL PROMIARY, AND MWDERTIAL
MATERIALS OF JAC0BSEN MANUFACTLRING
THE
ETA
ORANING TITLE:
FIGURE 2.0
A
SAFETY HARBOR, FLORIDA 34695
PEa OR SPECrC 1'f'OZ NO S
DRANING NUMBER -
PHONE (813) 726-1138
PHONE
JUT Ownk A1O SE00 n = own
AD-TD-0014
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE VIEW OF MAIN FRAYS
TIE —DOWN STRAP
SEE OTHER DETAILS
FOR TIC -DOWN STRAP
SPECIFICATIONS.
APPROVED ANCHOR VfV DCD TO
MAIN I-E'.EAM (SEE OTHER DEWS
SEE AD-TD-0200 FOR FOR WELDING) TO BE INSTALLED'
RADIUS CUP DETALS AT iNE FACTORY.
(REOUiRED INS LOCATION). (MN. 31501 WOUNG (DESIGN) LOAD
AND 47251 ULTWATE LOAD.)
GROUND AKIO
SEE OTHER DETALS FOR SID;
ANGLE AND OTHER INSTALUMON NOTES.
SRJD HEADER (CROSSMEMBER)
— SEE AD-7'3-•0200 F033
RADIUS CUP DETAILS
(REQUIRED THIS LOCATION).
SIDE VZw
FIG URE 2.1
FRONT VIEW 3- X 3/4' (_ 1/2) .
CUT INTO HEADER
FOR STRAP ATTAChAIDIT.
BE LOCATED
THMUS MUST 5B OF MAIN
WTHI.4S
(FACTORY CUT)
5(REQLXD
i-BEAML
SEE AD-M-C203 FOR
RADIUS CUP DETAILS
THIS LOCATON).
TIE —Dora+ STRAP
SEE OTHER GRAILS
FOR TE-DOWN STRAP
SPECRICAMNS.
GROUND ANCHOR*
SEE OTHER DETAILS FOR SIZE,
ANU AND OVER MSTALLATON NG =5.
TIi-- 1�ifl \��
`�����'�� "' Fri); ''�.T
.. c� - FIGURE 2.2
NOTES: FER APP60VAL.•: +r. DAP:A AFROVAL"
I. SEE AD-TD-410 FOR SPACING TABLES.-
2. SEE AD-M-0010 FOR ouAHITY or LDNG37UDIAL TIE -Dom STRAFS RLOU:RED. 3 .o : e,
..T,li.. ...
J. SEE OTHER DETAILS FOR BLOCKING (PIER) OUAN71TY AND or REDUREMEHTS E�
4. SEE AD-TD-DDOI FOR ADDIDONAL REQUIREMENTS.
� oNAi r .
A.SMOR BRACKET AND T&DOWN
DEVICES ARE CERTIFIED BY 07VM
Nomcc DRAWN BY. DATE. REV. UTTER:
JACOBSEN HOMES THM PEUXA`ONS AND CRAUCS ARE . C.L.Y.. E-13-55
MGMAL PAL -WARY, AND CWWtTUB. DRAWING TITUL FIGURES 2
.1 � 2.�
P.O. BOX 368 VA11CULS O JACOESFN VAAIIIAC11E81G = !rC SUOI MARJUALS AP[ Mt0V0[D TO THE
SAFETY HARBOR, FLORIDA 34695 R07L?li ►OR VECAC PJWM AAD UM 1E DRAWING NUMSM
PHGVE (813) 726-1136 A1P1 Coarccmix A* wAxT r1r0M owa AD-TD-0015
LONGITUDINAL STRAW ATTACHMENT '
TYPICAL FRAM I -BEAM
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL STRAPS TO BE TYPE 1, FINISH 8, GRADE I STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
i
CATOR BEAM CLAMP, MANUFACURED BY
TIE -DOWN ENGINEERING. PART y 59011
(SEE MANUFACTURERS INSTRUC71ONS FOR
COMPLETE INSTALL.00N DETAILS)
ARPROVED EY
HINC.
MANUFACTURED HOME
CT ION AND SAFETY STANDAROS
Nonca DRAWN BY. DATE: REV. U:T1ER:
4 JACOBSEN HOMES THESE SPECIMATDNS AND DRAWNGS ARE M.T. 6-12-01
ORIGINAL, PRWRIETARY, AND CONFIDENTIAL DRAWING TITLE: _
MA7ERIAL5 OF JACOBSEN MANUFACMING LONGITUDINAL STRAP ATTACHMENT
P.O. BOX 368` VC SUCH NAIERIALS ARC PRONGED 10 THE
SAFETY HARBOR. FLORIDA 34695 RECIRENT FOt 9'EC1E1C FWag5 AND WST BE DRAWING NUMBER:
PHONE (727) 726-1138 NEPI CWDDmAL AND SECRET FRDR ORM AD-TD-0016.
38
ADDENDUM �s
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D `�• +
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WN• OTY.
ANCHOR
UK oTT.
ANCHOR
�\ \
vV
WIDTH
EA END OF
Eel SEcrwH
ANGLE
UK
Ell END (F
Ex gctaR
ANGLE
Iml e
K
10'-0'
2
44'
2
56'
�O
��
12'-0'
1
2
57'
3
42'
13'-4- .
3
38'
3
50'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WIND ZONE III
FLOOR
EAVE
OVERHANG
SPACING
READ
LOAD
LOAD
ANCHOR ANGLE
SPACING
� HEADANCHOR
LOAD
ANGLE
10,-0"
12'
4'-0'
3150#
40'-50'
4'-0-
31501
40'-50'
12'-0"
12'
4'-0'
30001
40'-50'
4'-0'
31501
47-50'
13'-4'
12"
5-3'
31501
40'-50'
4'-0*
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WAND ZONE II
WIND ZONE III
FLOOR
WIDTH
UDL On.
EA. END OF
EA. SECTION
ANCHOR
HRK - 1L a
MIN. ITT.
Ell END OF
EA. SECTION
man
ANGLE
ul►t 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
VAND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
Bet. HE*
LOAD
ANCHOR ANGLE
SPACING
HEA
LOAD
ANCHOR ANGLE
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'
3065,9
40'-50'
2'-8'
3000j
40'-50'
NOTES:
1. OFFSET SECTION WITH THE MARRIAGE LINE MALL EXTENpu+C BEYOND THE ENOM LL OF
THE ADJACENT SECTION MUST BE TIED DOMN AT THE MARRIAGE LINE W ACCORDANCE
KITH THE TABLES ABOVE, THE SIDEMALL SIDE AND THE ADJACENT SECTION(S) ARE T
BE TIED DOWN INACCOROANCE KITH THE NORMAL SPACING TABLES (AD-TD-0010). ;
2. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
ABOVE
EN°NI�(A� G°ALDQ�� A
Q ,. •15 T • •
�' c` '
Q .• • 7 •,
;• s.
..r
p
�` •!�9 (gbr: FED
�+Nis �G``CO
i At5V _'D BY
REVISED
SAP 0 9 1
�;l
. INC.
RAL MANUFACTURED HOME
STRUCTION AND SAFETY STAND
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
"0T'c� 'SAKE +
nasE sPEanunoas AND DaAwJlcs ARE
OMONAL PROPPJETARY. AND CCItlTM"k
MATERKS OF JACOBSEN MANUFAC1l1RRIG
D+C. SUCMATERIALS ARE PRESIDED i0 THE
R[OPINT Oir rOR S°EUIC PJ(tl'09.5 AND YUSi eE
PUT COIfWrK No SECRET TROY O11EA5
EL" ` R.R.
oATE
8-27-96
REV. LErTFR .
B
DRAWING TITLE:
OFFSET SPACING TABLES
DRAnwG NUuOER;
AD—TD-0020
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIFrDOWN METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
►IAXD w lullil
[TARES ON AD-M-0020 MW APPLY 111
TO MY STANDARD MR -WEE SECIONS
DF THE UNIT -SEE NOTE 1, AD-TD-0020.]
TYP. FLOOR SYSTDI--7 III TYR
Ie N-- ANCHOR ANCHOR I w F— ANM ANti<E WHOR ANTE 4'R
ANGLE ANGLE
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOVN MOD �ALTERNATE TIE -DOWN MOD
NOTES: ENGI`
o • • • �,,� DAPIA APPROVAL
1. SEE AD-M-0020 FOR SPACING TABLES OFFSET SECTION ONLY). ��O ; G`N0 fi O Z APPROVED BY
2. SEE AD-TD-0020 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY) - ENE8703571 ftft
3. SEE OR ER DETAILS FOR BLOCFONG (PIER) QUANTITY AND OTHER REQUIREMENTS. _ = idl'WR j'
4. SEE AD-TD-0001 FOR ADDITIONAL REWIREMENTS.'7�"s 7N] If I I(\ I(�
S. ZONE 2/EXPOSURE •C': 44' MAXIMUM HEIGHT/��G'.••a��.z FEDEft I \J �'y
ZONE 2/EXPOSURE •D': 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)ZONE 3/EXPOSURE 'C'- 32' MAXIMUM HEIGHT
�i F' • CC.JJJ AAAAAA �\ ��'!�MosviTTSW4wIpd
ZONE 3/EXPOSURE D•: 32' MAXIMUMHEIGHT (44' 0 24' VIDE LAIN.) sr/QNAI
NOTICND DRAWN BY: DATE REV. LETTER:
JAC 0 B S E N HOMES
THEE SPECIFlGlnoNS AND DRANINGS ARE C.L.Y. 5-11-95
ME ORIGINAL. PROPRIETARY, AND CONFlOENTWL DRAWING TITLE A
MATERIALS OF JACOM MANUFACTURING FIG. 3.0 3.1 & 3.2
❑„� P.O. BOX 368 LNG SUCH MATERIALS ARE PROMDFD TO THE '
SAFETY HARBOR, HONE (813) 726ID1384695 KEPT � PMCRES� � DRAWING NUMBFlt: AD—TD-0021
40
ADDENDUM
L
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 4.0
' SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
_..uJ1111111ii—
NOTES: `ttttiti�l�1APRROVAIlU�.,��'i DAPIA APPROVAL
.�0:.���sTFq��FZ.,�
1. SEE AD-1D-0020 FOR SPAO:y� TAK(ES OFFSET SECTION ONLY). APPROVED BY
� Q hC). O.,•.
2. SM AD-TD-OO20 FOR OUAN!TY OF LONOTUDIAL TIE -DOWN STRAPS REO LnRED. 2oft (OFFSET SECTION ONLY) NE8703571 - 011510
3. SEE OTHER DETAILS FOR TILOO>r4G (PIER) QUANTITY AND OTHER REOUIRE1ffT1M '
4. SEE AD-TD-ODO1 FOR ADDITICr:AL REOUIREYENTS. zT t' INC
� •/�� �. � � rt�.ww.srcllrmNalt
Off •./��^�., '' \� �� WgIRR7D�NOW[lifTAR'114
■
JACOBSEN HOMES
P.O. 9.
rD ""
1rIESE sPcanunmoNs AHD oatwNcs ARE
MORAL PROPMET.Rr. AND COW"WTIAL
YATM43 OF dAI:OSSEN YA ffAOXmc
�A"N 9Y:.
C.L1'.
DATE
5-11-95
RTT/ IETTT7O
A.
DRAVANG TITLE Cr
FIG. 4.0
„
ORi
SAFETY HA?2 _�, FLORIDA 34695
We Sm YATERutS ARE PROMO D TO THE
uopaT Fat vlcrc Pi"m No um K
DRAWING NUVEI R
PHONE (813) 726-1138
IOPT CWMTM ANr NOV n W omits
AD—M-0022
41
ADDENDUM
ALTERNATE UNIT TIE -DOWN SPACING TABLES rD Q
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
� �
MIN.
WIND ZONE II
WIND ZONE III
MIN. On.
ANCHOR
MDL Qn.
ANCHOR
FLOOR
WIDE
[A. ENO OF
AN
EA. END
ANGLE
EA. SECTION
MIN. B
0N
EA SECTION
WIN. 6
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 / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DBL AD
E
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANCHOR ANGLE
WIDTH
OVERHANG
20'-0*
12'
4'-0'
36701
20'
4'-0'
3900R
20'
24'-0"
12'
4'-0'
37001
20'
4'-0'
39501
20'
25'-4'
12'
6'-8'
40001
15'
4'-0'
39501
22'
26'-8'
12'
6'-8'
39501
28'
4'-0*
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
MIN. On.
ANCHOR
YDL OTT.
ANCHOR
FLOOR
WIDTH
EA. END OF
NQf
EA. END OF
ANGLE
O�v
EA SECTION
MIN. a
EA. SECTION
HDI. e
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
N/A
N/A
N/A
I N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
FAIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
FLOAD
ANCHOR ANGLE
SPACLNG
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25-4'
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12"
4'-0'
4000
27'. ,,,,,,,
ell" N/A
N/A
N/A
NOTES:
ENGIN! • A "TR L•DOCc ""''''
DAPIA APPROVAL_
1. SEE FOR
(,15Tt 9�Qn/J'''''
AD-7D-OD01 ADDITIONAL REOUIREIIENTS
'
2. SEE AD-7D-DO31 FOR MA70MUM PIER HECHT REQUIRED FOR THE LOADS TABULATED
EIi\E8703571 ':
;`''� -•:
ABOVE.
;.
_
a =
.
3. 20 WIRES -82' MAXIMUM I -BEAU SPACING ONLY.
-'-"
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
67Z47�...�
JACOBSEN HOMES
NOT1Clw "iii►T i9FA
TNEsE sKanca m AND DRA-0 ARE
C.L.Y.
DATE:
6-13-95
REV. LETTER:
TITLE'
ALT. SPACING TABLES
omaNAL PROPKIART. AND CONT1flENTMIL DRAWING
MATERIALS OF =08SEN MANUFAOTLMG
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
ING S Oi MATERIALS ARE PRONGED TO DQ
REOPINT FOR SPEWC PlP M AND MIST K DRAWING
Ours
NUMBER:
AD-TD-0030
PHONE.(813) 726-1138
FUT C&fWTM AND SECRET rKu
42
140
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE- DOWN,
SYSTEM(S)
SEE NOTE 4 FOR
MkwUM HEIGHT
LFIGURE 5.0
4' MAX INSET SHE FIGURE Ll FOR RDC01 mED 'HE-DOT.1 RMD .
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000. POUND ANCHORS
IM USING TIDS TIE-DOITN.CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR = I DESIGN LDAD (WOR@NG LOAD) RATING OF
4,000 POUNDS AND AN ULTILATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQULVD.ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTLI3L MANUFACTURER MAY BE USED IN UEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN I
ALL WIND ZONES AND N BOTH EXPOSURE 'C' AND DFOSURE '0. HOWEVER. BY
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. INSTAU.NG THE FRAME TIE -DOWN SIRAPS AT 7HE 'OUTBOARD' 1-BEAN THE MAX
2 SEE OTHER DETAILS FOR BLOCIGNG (PIER) OUANRTY AND OTHER REOUIREMENTS. HEIGHT OFF THE
METHODS GROUND
5 REATINSTAYREDM- SEE FRAME 11E-07HER DETAILS FOR THE
PECWAND3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-7D-0030).
4. ZONE 2/EXPOSURE 'C': 3TC LIAICMUM HEIGHT ENq%W-%%PPROVALy1vt ''•:��r OAPIA APPROVAL
ZONE 2/EXPOSURE b': 21' MAIOVUu HEIGHT
ZONE 3/DPOSURE 'C': 30' MA)a?JM HEIGHT Fy '• . = + _
ZONE 3/EXPOSURE '0': THIS APPJCA71ON IS NOT APPUCABLE.. �:'Q� No F✓ ..` ,y �• 1
CNES'M 5TAT
NOTICE `I'IItORAWN BY: DAZE REV. LETTER:
"
JACOBSEN HOMES � w5EsPECu1CAfl0lsmDoRAwmAn C.E.Y.
6-13-95
oRioNAL. PROPMETARY. AND,CMDENTW. . DRAWNG TITLE
UATERIALS OF JACOM MANIAMURING FIG. 5.0
P.O. BOX 365 Wt SUCH YATEIEMS ARC PROWZ010 THE.
SAFETY. HARBOR. FLORIDA 34695 REWW r01 SPECIT PORM AND wST BE DRAWING NUMBER
PHONE (813) 726-1136 HEFT cON mnk AHD soar IROM OTHERS AD—TD-0031
El v
�E
r�bN° NAM ADDENDUM
fdR`�TE-pOC�Q ALT. OFFSET UNIT TIE -DOWN SPACING TABLES O &
ZONE II & III/EXP. C & D 6'
LONGITUDINAL TIE- DOWN SPACING TABLE
gal
�S `Q
O U1�
Mill.
WIND ZONE II
WIND ZONE III
FLOOR
WTH
WIN. OTY.
EA END
EA SECTION
ANCHOR
AN
YIN.. A
MIN. OTY.
EA. END OF
EA gC1lCH
ANCHOR
ANGLE
MIN. B
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
254
2
1 45'
1 2
58'
26'-8'
2
1 48'
3
37°
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DeL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEIL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20--30'
25'-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000I#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
-4'-0'
40001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
Q
O
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
�D�
MIN. OTT.
[A. END OF
EA SECTION
ANCHOR
ANGLE
MIN. a
UK OTY.
EA. END OF
Eel SECTION
ANCHOR
ANGLE1�
MIN. 6
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
25'-4'
2
1 66
3
1 48'
26'-8'
3
1 41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
DEL. HEAD
LOAD
ANCHOR ANGLE
SPACHC
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG"G
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40DOI
20'-30'
2'-8'
4000#
20'-30'
25'-4'
12'
4'-0'
4000I
25'-30'
3'-2'
4000#
15=30'
26'-8'
12'
4'-0'
40001
25'-30'
S-2'
4000#
25'-30'
NOTES
1. OFFSET SECTION INTH THE MARRIAGE LINE WALL EX1ENDING BEYOND THE ENDWALL OF
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
TBTH THE TABLES ABOVE. THE SIDEWAI. SIDE AND THE ADJACENT SECIiON(S) ARE TO
BE TIED DOWN IN ACCORDANCE NTH THE ALL SPACING TABLES (AD-TD-0030).
2. SEE AD-ID-0001 FOR ADDITIONAL REOUIREYENTS.
3. SEE AO-TD-0033 FOR uA>DUUu PIER HEIGHT REOIARED FOR THE LOADS TABULATED
ABOVE
ENGINEER APffV101111J///��/
.•`���\� C• OOCQ'�,,
��•� �O: •<<,G\S� E'9�c i :
No. O ' .
E rB/ —
-
' ST T t ;
-�o�. � �.
��/ L iA ~• .�� �`
DAPIA APPROVAL-
PPROVED BY
JUN 1 5
INC
Fly, .... .«E
JACOBSEN HOMES
SAFETY HARBOR, FLORIOA 34695
®r P.O. BOX 368
PHONE (813) 726-1138
NOTICE '�ii r'
THESESPEaCAIMSAWMANNGSU�:
CRONAL MATACOM MNU AAC7LMG
u1G SUCH NATEBIALS ARE PROWMED TO THE
REWW fat SPEane PiRUS APO 9M K
IMPT a1N1D RAL A® SECRET TROY OM
ARL ���
• TTL"` C.L.Y.
DATE:
5-30-95
REV. LETTER
oRAWINc nnJ ALT. SPACING TABLES
DRAWING NUMBER:
AD-TD-0032
44
�,.E
1��ro,SDvsN°51 , ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING IEDOWNS
ARSE ANQE
FIGURE 6.0
SEE MUM 31 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
MAX" HDQH
ITA$fS Of AD-TD-M DD.M APPLY
TO 1HF5£ STAKM 11ULT1-ICE zcwa
OF THE Ulal -SEE MOTE 1. AD-M-0032)
1TP. FLOOR SM-7 I TIP.
ANGLE R1m
FIGURE 6.1
SEE FIGURE 12 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
00 USING THIS TIE -DOWN CDhFlGURATIOH A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21, AUGER ANCHOR WITH A DESIGN MAD (WORKM TOAD) RATING OF
4,000 POUNDS AND AN ULTBIATE LOAD RATING OF 6,000 POUNDS MUST BE USED. IN EQIIYI,An ANNCBOR YELLING THE ABOVE Sp=CATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN I>E'U OF THE STYLE FR6T PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER RETAILS FOR BLODONG (PIER) QUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL ME -DOWN SPACING TABLES (AD-7D-DO10).
(ALSO SEE LID-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT
ZONE 3/DVOSURE 'C': 24' MAXIMUM FREIGHT
ZONE 3/EXPOSURE b': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WJRD ZONES AND N 807H EXPOSURE 'C AND.EXPOSURE '0'. HOWEVER, BY
INSUU.NG THE FRAME TIE-DONTT STRAPS AT THE 'OUTBOARD' hBEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAlS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
��.. -C. D
�O? ��sTEot�F2
ENE1370357 ':
STaT(QF
l •. E✓✓
PROVED BY
NIP.INC5
:wec:o. v: wtTTFAiaq
JACOBSEN HOMES "once -i'''l", „°",",;1,11 ��`' C.Q.Y. DAB 5-30-95 � ` '
THESE SPEC11CJ111ONS AM MAU= ARE
ORIGINTART. AND CONit0EMI1L% 'DRAWING llTlE
m
P.O. BOX FLORIDA�S Mp�M WAATUOUOF MGI �R »AcTo TK FIG. 6.0 & 6.1
SAFETY HARBOR ORI34695 , REPENT FOR SPELiXX RRF'GSfS AO MAi K DRAWING NUMBER: PHONE (813) 726-1138 IOPT Cwm nq MD sav no cum AD—TD-0033
AS
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
[+�
MIN.
W'ND ZONE II
WIND ZONE III
wN. on.
ANCHOR
Yw on
ANCHOR
ti` V
FLOOR
1V
WIDTH
EA END
EA SECTIOO N
'N
YIN.. A
EA END O
EA SECTk7N
N.
MIN. B
12'-0'
2
43'
2
55'
13'4
2
50'
2
68'
10
VERTICAL TIE -DOWN / FRAME TIE=DOWN SPACING TABLE
ION.
MAX.
HIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
AND= ANGLE
SPACING
DLL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
VMTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
6-
54
3850i
25'
1 5'4
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. Y.
EA ENDD OF
ANGLER
.. On.
EA. IIEND OF
ANCHOR
ANGLE
FLOOR
O
WIDTH
Ect10N
A g
YKHN. a
E.A. SECTION
tDK e
12'-0'
2
64'
3
47'
12'-0"
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
IAN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEIL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
14
6-
4'-O'
39501
25'
2'4
3930#
20'
IS-4'
6'
4'-0'
39601
25'
2'-8'
4000#
30,
THIS ALTERNATE APPLICATION REQUIRES,,,,4l,000 POUND ANCHORS
NOTES
ENp11E�a%`PR�L O� �I�
DAPIA APPROVAL,
1. SEE AD-TD-DD01 FOR ADDITIONALREOUENTs
,4:C No RFoF2 %
APPROVED BY
2. SEE AD-TD-0036 FOR MAXIMUM PER HEIGHTS REOIARFD FOR THE LOADS
TABULATED ABOVE
= EN�g703571
_ —
—
1 5
�.
3. MAX EAVE OWJ WNG REFERS TO OVERHANG AT SIDETTALL NOT FRONT OR REAR.
= •.� `
I \J
INC.
ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
%��•'•.. / 6 4 q •��.�,
�'•� ��t` '•�01. N•',(��
o�1O1E
s�RliXorDVRa
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXANu SIDE
OVERHANG (6' 00KANG MAIL EACH SIDE OF LAOTIL
���`
JACOBSEN HOMES
N017CR. •!!!
THESE SKC61CA11 G AND NUMM
roM ..
C.L.Y.
DAME
5-30-95
REV. LETTER
DRAWING TITLE.
ALT. SPACING TABLES
P.O. BOX 368
ORIGINAL, PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSE N YANUFACMNG
AA
„ SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-113a
REST FOR SKCFX PSIPOSES APO MUST az
PUT RXN WTUL NO 100 FRGII ODQS
DRAWING NUMBER:
AD—TD-0040
46
��pvpg5
�poo�
Vkq ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
MOLE mu
FIGURE 7.0
SEE FIGURE L9 FOR RECOMIMM TIE—DOTN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
WONM HEIMT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE—DOIN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE A AUGER ANCHOR TIM A DESIGN LOAD (TORKING LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF B4ODO POUNDS MUST BE USED. AN EQUIYH.ANT ANCHOR MEEING The ABOVE SPECIFICATIONS MADE BY
. ANOTI{ER MANUFACTURER MAY BE USED IN IJEU OF THE STYLE CREST PRODUCTS AIM=&
NOTES:
1. SEE AD-TD-ODDI FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUIFUENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE '0': 28' MAXIMUM HEIGHT
ZONE 3/EVOSURE 'C': MAXIMUM
26' HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOATS ABOVE ARE ACCEPTABLE FOR USE N
ALL MIND ZONES AND IN 801H EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY RMUCED. SEE DINER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALMIG FRAME TIE -DOWNS.
)O?�GISTFAc��F2
t�n_'•wCi
NOIICEk' "Alffit
Di{�(1l�rN
THESE SPEOHI T M6 AND DRAW= ARE
C.L.Y.
Mm4AL PROPRRETARY, AMU wimsEnift
DRAWING TITLE:
MATERIALS OF .MCOBSEN MM WACAR NG
NC. SUOI NAIERIALS ARE PROVOM TO TWE
RECPOIT ►OR SPECWIC PUTPO6a AND WST 8E
DRAWING NUMBER
NPT CONIDINUAL AND SECRET WAR 011ERS
APPROVED BY �
IN 14
3SA
INC
Ft..,,: ....:.t; RARFD NNE
Co...v..wwm—"
5-30-95
FIG. 7.0 A
AD—M-0041
47
ADDENDUM
MISC.. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
FRAME TIE -DOWN STRAP SHALL
SEE DETAIL 'B' COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL 'C'
DETAIL 'A'
SUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL 1 B'
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TO-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PROTE.C�()N.AT LONGITUDINAL TIE CONNECTIONS ALSO.
NOTES: QV RF • DAPIA APPROVAL:
Q No. o '•• = APPROVED EY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 910334 = ,�
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. -
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '• STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USEIN p
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP). FBERALAtANUFACIUREDHDMt
s/0N : COtiSTi;l1CTWAf1)
ME D AND TT D OTHERS NOV 2 4 1998
NOTICE ORAYM BY: DATE REV. LETTER:
J AC O B S E N HOMES THESE SPEpFICATIONS AND DRAWNCS ARE M.T. 11-18-98
OP]ONAL PROPRIETARY. AND CONnDENn& DRAWING TITLE: MISC. TIE -DOWN
P.O. BOX 368 INC B
UATM'� CF JACOBSEN MANUFACTURING
SUCH UATEM&S ARE PROVIDED TO THE
SAFETY HARBOR, 'FLORIDA 34695 REOMT FOR SPEOM PURPOSES AND WST BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT CON1 714 AND SECRET TIM OTTERS AD-TD-0050
48
ADDENDUM gas
NORMALTIE-DOWN
LES
ZONE II & IEXP C C & D
/ 1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
U►+. OtY.
AN01DR
ul►t oTY.
AHt71oR
MOTH
EA.W OF
ANGLE
EA Ors OF
ANGLE
v
u sEcnoN
unl. e
u sEcnDH
u>H. e
3
40
3
25
l�yo
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZO!4E 0
WIND ZONE 10
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
D9L LOADDL
Lo1J
RNOYJR ANGLE
SPA(]NC
WA
ANCHOR ANGLE
LOAD
30'-8'
6'
6'-9'
31501
41-46
5-5'
31501 1
44.-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND Z014E 0
WIND
ZONE III
FLOOR
Y.O
ANCHOR
BAN. OTT
MOOR
WIDTH
A. D
EA END OF
ANGLE
EA Of
ANGLE
0
u sEcnoN .
Lml. L�
SEC
u sEcncH
uut e
3T-87
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 0
WIND ZONE 10
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL NEW
LOAD
ANM ANGLE
SPA
Dei AD
ANCHOR ANGLE
LOAD
30'—T
6'
4'-6'
31501
46-50
4'—p'
31501
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L..
REF.'xcs . c 4/4 - 14,O%- of, , 10
NOTES:
a`0.�j�.! .,,
ST
Cy ., F
DAPIA APPROV MM 0 S
I. SEE FULL ADDENDUM FOR ADDITIONAL. REOUIREMENTS
•. �' R O `
�' : e`` N0. `� �'' ';
APPROVED BY
2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
910334 =
TABULATED ABOVE
ooe_
ON r14
STATE O� :��
INC.
% p ��
�.,
rEOLIu> w�u�c+unowE
�: �
i
coalACla,.awLirsworAas
JACOBSEN HOMES
NOTIC0 BY: DA)E: REV. LETTER
THEmsKowAAONs.AmORAINOARE. M.T. 2-�8-99
■
„
P.O. BOX 368
L. PROPii ORIGINAL. IMY, ANO OasDENAAL DRAWING TITLE:
YAIERIALS OF .Nc085 A NMSACIMINC NORM. SPACING TABLES
NC Sm NATMA1S ARE P1 OYM 10 AK
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
RECRTAT FOR SPEGM PuWM AR,,ARI aE DRAWING NUMBER:
KEPI COOMOM AND SEOKI T,NY oDM AD—TO-0070
oo
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX PER AD-lu-0OW TA81E PER AU-M-WO TAKE PER AD-N-WIo ipm nx m-1D-mo TARE PER AD-➢D0010 THE OX
FIGURE 10.0
SEE FIGURE 20 FOR ALTWITE M-DOWN MMOD
TYPICAL CROSS SECTION I I III
SHOWING TIEDOWNS Ir. ROOR SYM-7 Tv. Goss-maFER
s SEE HDTE 5 FOR
YA)01UY HEIGHT
N
p r ANm ANaf - AN= AND:E
SET HEM
FIGURE 10.1
OIE ( OF HAl
SEE FIGURE 50 FOR MMMM TIE-DOIN YSETIOD
WANDZONE IN
(110 MPH)
20 PSF ROOF
10 PSF D.L
Srif
NOTES. EH � . •ER DAPIA APPROVAL .
�.
1. SEE AD-TD-0070 FOR SPAM TABLES � APPROVED BY
2. SEE AD-TD-007o FOR OUARITY OF LONGIIWAL X-DOMN STRAPS REWIRED. 910334 • •:
3. SEE OTHER DETAAS FOR BLOOM (PER) QUANTITY AND OTHER REOLAREYENTS-N
4. SEE RILL ADDEHOUY FOR ADDITIONAL REDUREYENTS. ? . -o : STATE CF
5. ZONE 2,AVORK V. 56- YATD M HEIGHT *{��t`''• !ND1P►�:P �C� c INC.
ZONE 2/EXPOSURE b: W YAbYUY HEIGHT i, fit` ' • / �/j,� ��yi,wurnu�o,aE
ZONE 3/E)�SIRE 'C: 56' YAX;YUY HEIGHT ��/ s' �(• ° ( caumicroNwosrrsrNoams
ZONE 3/0FO RE V: 10' MA)MUY HEIGHT ����� / . • 1'
No.nci DRA M.T. DATE. 3_1-99 REV. LETTER:
JAC O BSEN HOMES TNFSE SPECMADONS AM DRA Na ARE
ORCIKAE. PRQ"VM Y. AND CONFKXN l DRAVANG TITLE:
�� P.O. Box ass MATERALS OF 'L4C0�N U&NUFACRO&C FIGURES 10.0 AND 10.1
tI- Rim MATaaALS ARE PRDvl)M TO 1FE
SAFETY HARBOR. FLORIDA 34695 RECPM FOR VECC PURPOSES AND WSF BE DRAMING NUI®ER:
PHONE (727) 726-113B arT Cwmema Am sEM FROM OINERs AD—TD-0071
50
ADDENDUM. gas
NORMAL TIE -DOWN SPACING TABLES
ZONE 1
II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE,
MIN.
WIND ZONE d
WIND ZONE III
UK aT1:
EA END OF
Ell SECTION
ANCHOR
ANGLE
UK B
Im1H on
Ell DO OF
Ell SECTION
ANCHOR
ANGLE
Ux
FLOOR
WIDTH
to
0
15'4
3
45
3
35
VERTICAL TIE=DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE 10 .
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
LOAD
ANCHOR ANC
SPACING
D WA
ANCHOR AM
LOAD
154
6' EACH SIDE
6'-10'
31501
407-46
5'-6-
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MiN.
MIND ZONE II
HIND ZONE III
FLOOR
MIN. CITY.
ANCHOR
UK CITY.
ANCHOR
WIDTH
EA. END OF
ANGLE
EA. DO OF
ANGLE
f1
v
EA SECTION
UK 0
EA. SECTION
YDL 6
15-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE .
OVERHANG
SPACING
DL HEAD
L010
ANCHOR ANGLE
SPACING
D L HEAD
AHCHCT ANCIf
LOAD
15-4'
6' EACH SIDE
4'-6'
31501
42-50
4'70'
31501..
44-50
WINOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. vLcs w 4 2• e9l - 172 • le'
. ,IIIrHu�l
NOTES:
END` Q ov F.,��''
DAPIA APPROVAL
I. SEE FULL ADDENDUM FOR ADDITIONAL, REWIREMFNTS.
��� Y •\$TE �l
Fo
2. SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
:'Q`� No. ••.
APPROVED BY
TABULATED ABOVE
910334 '
ON
3., MAX SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
', '
OP
f!
4. ABOVE TABLES APPLY TO 1B4• FLOOR WIDTHS WITH
'• STATE
INC.
95 1/2'
I -BEAM SPACING, 96' MAXIMUM
;'S1 ��+
i'�'Q��,
SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OVEfB1ANC MAX EACH SIDE OF UMi).
• .
s► •
oam�uclvulowtTlrtwowlD�
JACOBSEN HOMES
NOT! ATHI
TNEsE sPECIncATIONS AND DRANMGS ARE
I! BY:
M.T.
DATE
2-8-99
REV. LETTER
®
P.O. BOX 365
CRIONAL PROPWETART, AND C0141DENIIAL
4ATERIAIS OF JACOBSEN UPOACIURING
HNC Ala NATMALS ARE PRONDED. TD TI$
DRAWING TITLE:'
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
R[CDIENr ra SPEonc KWOSES UO 1AIST K
ISPT CohnDENTUL AND SEOREI MON OTIM
DRAWING NUMBER:
AD—TD-0072
511
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-ID-0012 TABLE PER AD-TD-OD12 TABLE PER AD-TD-0012 TABLE PER LID-m-WIZ IAbU . PLX AU-ID--001Z Ikit NAB
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE Z.0 FOR ALTERNATE T[E-DOTN YMD
s SEE NOTE 5 FOR
MAMA HEIGHT
N
MARL
SET � FIGURE 10.3
OF HONE (TTP.)
SEE FIGURE 7.0 FOR ALTERNATE TDI-DOWN U11101)
REF. CAL CS
WINDWNE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES ENaF1'E;p, "" DAM APPROVA'
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES. Ue' �GNNo �Fp' ''-� APPROVED BY
1
2 SEE AD-TD-oO72 FOR OUANITY Of LaaHGTUDIAL THE-DOxN STRAPS REQUIRED.910334
ON r14
1 SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REOLI MENTS.
4. SHE FILL ADDENDUM FOR ADDITIONAL REOUREMENTS
-o � STATE OF :•�
5. LONE 2/DPORK V: 56' MAXIMUM HEIGHT INC.
ZONE 2/E*OSLIRE b': 56' MAXIMUM HEIGHT % �P�..•. �1P . Syr
ZONE 3/E7�OSURE 'C': 56' MAXIMUM HEIGHT •,F 01
LONE 3/E�OSIJRE V.-56' MAXIMUM HEIGHT
JACOBSEN HOMES
co F1 „ P.O. Box 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
THESE SPECWATIONS AND ORAWM ARE
ORMAL. PROPRIETARY. AND OQiMTIAL
MAIMALS OF 1ACCBSEN MMWACMLWI6
W _ 9" MATERIALS ARE PRONDED TO THE
RECMT FM SPLUE PAsM AIO MUSE BE
PM CONRDOML AND SECRET FROM UMM
M.T. 1 3-1-99
FIGURES 10.2 AND .10.3
L AD-TD-0073
LETTER
52
ADDENDUM
�g�s
OFFSET UNIT TIE-DOWNSPACING TABLES
ZONE II & III/EXP. C& D 10,111
1.
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE I
WIND ZONE IN
WIL onr.
A
wet On
�M
FLOOR
(
WIDIH
EA ENDSEC ff
A u
EA ff
14K E
U
EA sEcna�
L
►K a
SEC
EA socnoM
� a
�t
O
12'-0'
3
47
3
61'
13'-4'
2
54'
3
41'
IT-47
2
Se
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN,
MAX,
WIND ZONE I
IMND ZONE M
SPAM
�
ANm ANaE
SPAM
Mt.. WA
MOMAMaL
YLOO
OVERHANG EAVE
12'-0'
12'
5'-0'
31501
40'
4'-0'
31501
39`
13'-e
ve
S'-0'
31501
41'
4'-0'
30001
40'
15-4'
12'
5-0'
31501
43'
4'-0'
1
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
MR Qn
EA of
AM GLE
AMG1E
I� o y.O
EA EMD OF .
ICHOR
A NU
FLOOR
0
WIDTH
EA sEcna+
SEC
� e
EA SEC11011
K l
� e
12'-0'
4
45'
4
60'
13'-4' 1
3
45'
3
60'
154 1
3
45'
3
60,
.VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE n
SPAOIN
Lm
AM
SPtiaa
In
MoANTH
RAa
OVERHANG
12'-0'
12'
4'-Ir
31501
40'
S-0'
30001
3a'
13'-4'
12'
4'-0•
`�f
41'
S-0•
30001
15-4'
12'
4'-0'
3091
43'
S-T
30001
41'
NOTES: �61b _ CRtG5. C- S� - 16 �Ol- 16.1L
04GKB A F pft' ###vjp��
�+ • v. D ��
'�ar�
tiff. cAtas C- U- 1 ��G -
/ � OQj
1. OFFSET SECBON PITH THE MARRIAGE LIE WALL EXIFNM OEM IHE EMDWALL OF
THE ADJACENT SEC110N MIST BE TIED DOM AT THE MARRIAGE LINE M AOOORDANCE1FIC,gT
�w�+�4�►�,,,•.•••O�Q
��Y
-
�Qy�.
BY
:��
O �
1 iVV CD
IM1H THE TABLES ABOVE. THE SIDEWAII SIDE AND THE ADJACENT SEC110N(S) ARE TO
; •
BE TIED DOWM IN AOCORDMICE TWIN THE MCRLIAI. SPACING TABLES (SEE AD-111-0010
'
JUN
FOR 12W t IS-4' WOES, AND AD-TO-0070 FOR 15-4' WDES}
'
w *
2 SEE AD-M-0001 FOR ADDITMAL. REWIff]UTS.
STA
INC.
I SEE AD-TO-0081 FOR MAlILFUI PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
ABOYE.
S •.,� r Q
••; cOR40�; •• ,�44.:
LMMNFACiU10 HOME
JACOBSIJ+'N HOMES
n s�EaF1cA1 A NOTo owe �� '
lu
• .�i'�•T•
DATE: 6-8-04
LEr1r
ORMI w tITLE
OFFSET SPACING TABLES
P.O. BOX 368
.
�K. ATM• +�+o
YATUMMB 1 -404COBg11 YAMi
A
,. SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
W.MW MAXIM ARE m
NNSIT FOR Sf'F1JF1C FRUNM
DRAIMNG MLA
Aft—TD—OM
a
,63 '
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ WSET SECTION)
SHOVING TIE -DOWN SPACINGS
FIGURE 11.0
SIM Fi W 4.0 FOOD IlLiBR U =-DOW WMD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE WM 5 FOR
tI mm ow [.
(TARES aN AD-1D-ooe0 ➢Q�9I *11,
10IESf STANDARD MLtI-•R>DE SDCm
OF X WT -SEE MY % *-M-M)
TV RAat SYSTEM-7
man mu
a —1 � s I— HIM ma
FIGURE 11.1 �-
so al BOR Anum =-ME m
IV.
Nlalat AMaE--1 R
(C.-
5 07.FIGURE 11.2
N frc{R�Y�p'I�v�rpO� r�� DI4PIA 11PPROVAL•
1. SEE AD-M-0080 FOR SPACING TABLES (OFFSET SECRON ONLY) � �" }:'� ;a� Fi ' •. e PPROVED BY
yam•
2. SEE AD-W-ODDD FOR OUANTY OF LON IUDIAL X-00WN STRAPS REQURED. G �'; i
(OFFSET SECTNIN ONLY) o.004541 ' U N
ISEE OM DUALS FOR BLOC W (PIER) QUANTITY AND OM REQIAREYETITS. "
4. SEE AD-iD-0001 FOR *ADOMMAL REQUnE11ENT$. i * w INC.
5. ZONE• 2/E7FaSURE 't7: 48' MAMA HEIGHT ' 9 '• •' 0- !*-' ERAL NUFAMREO HOME
ZONE 2/E)POSI iE b': 46' MA)OWM HEIGHT-36' FOR Ir-O' WIDE UNITS �i� C� ••• fi1 •���qP;� ty RUCTMANDSRFETYSTANDAROS
ZONE J/E7�OfillRE C': 48' MOWN HEIGHT ia�%�+ •-.....•• r`�b�
ZONE. V. 40' MAIOfUY NEW
MUCK:R ���� uhl� S_8_04 I¢t. �ci luc
JACOBSEN HOMES Dm S��M.T.OS NO OUNM A� A
s tdAM1FY oRAWNC n1lE
NEW" ARE Pp� 10 FIG. 11.0, 11.1 & 11.2
P.O. BOX 368 Nt SUCH
SAFETY HARBOR, FLORIDA 34695 HUM FOft SI'EfitC PI IVW ND I NST 8E DRAV C NUMBER:
PHONE (727) 726-1138 JVT IMUNAL AND WO FPO OMM AO-TD-0081
54
99
Z900—01-011 sma F" 1303S ow lftKMM3 1431 BC11-9ZZ (/W 3NOHd
a3enrw 9NNlrtlO 3e wo awr s3moa w Olo3as wi vow-nv S591'v v0ta01J 'aOBavH A13JvS
M 01 QXR08a 3W SWIQVN ions 'si s9c xoe o e
0'Z l 913 :31Lu srnwvaa W N3 m am� ilk irmmw
10-6-9 '8'm 3W SW%Vda OW SNOdVOW3ds 3s3N< SaWOH NSS203v '
:83L131 Md 31YO A8 WIN 9O110N
;SA1311SO-NIV l01t01tlNiS
•
fit.
f ;' JO 31d1S .
Vss0zs
•:!� °N
N01139S
•tir � )1 - �� • 91 - ns -�
IM '.07010 gas
UN31MIM31i IVN0ILIMV a0J 1000-01-Or 33S *V
'SLN3H3MnO3N MWO OW A11LWM (a3N) 9NIMIG NOJ s1N130 a3NL0 m3 i
CONO WM:)3S 1351J0)
'QMnO3s SdYaLS WOO-311 lYla11LION01 JO ALlWnD a0J 0000-a1-OY 33S 'Z
•(A1NO NOR33S 13SM) S31VI ONOWS aOJ OM-01-Or 33S '1
T
90d ZJl GNV I'll SRHf1 U RRS
0.2I RUnoIT
SSNIOVdS WOO-M 9NfMOHS
(NOUJIS 13Sib /M) NOaVA313 301S ivokm
WRZSAS UOQ—BIZ ZINII ZRMO RZVN8911'd
Y�IlQ�I�QQN
ADDENDUMG���s
ING
S O 101
108" HIGH SIDEWALL TIE —DOWN SPA TABLES
1
ZONE II & HI/EXP. C &
Z/
LONGIT
INAL TIE —DOWN SPACING TABLE
(+�
MN.
VrQVD ZONE I
WIND ZONE IN
LPL art.
AN010Ft
wl on
Allm
ROM
wolf
mu
Ell ff
ANQi
SM A
sECDDIi
L�l D
Ell sm DDN
SEC
W. e
O�
26'-8'
3
42'
3
53'
52'
4
45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
i SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE N
SPACW
Lm
WORM
SPAM
°��
MIm mu
WIDTH
OVERHANGOV RHAANG
26'4
r
614
31501
4(r 5O'
5-4'
3150 j.
4(r 50'
.W-8'
6'1
6'-8'
31501
40 -50'
5'4
3150/
40'-50'
LONGITUbINAL
TIE -DOWN SPACING TABLE
n
MN..
WIND ZONE I
WIND ZONE M
mr,
ND ff
rsECTO
AWNMME
M1fiE
UK 0 C
EA END ff
wnaraN
MUiE
FLOOR
WIDTH
WL B
O�
MIL D
EA SECII01
26'—Ir
4
41'
4
57
301-89
4
51'
4
1 70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WAND ZONE III
SP'M
m
man Mal
SPA=
L HEM
Lm
AN010<L MUTE
FLOOR
WIDTH
OVQ ANG
26'-8'
6'
5-4'
31501
40'-5(r
4'-0'
31501
4(r- 45'
T-c
3150E
40'-50'
4'-0'
31501
4(r 45'
NANNONE nl
(110 MPH)
20 PSF ROOF
10 PSF 0.L
REF. CALM
EN
UI
oM�APPROVAL:
NOTES.
1 F i C,q F
= •
APPROVED BY
1. SEE i AFaDDI R ATN!lIAL REWIRE)IE11TT
RILL
,
No.0045484 y
2 SEE AD-TD-ODM FOR MAnMI PIER HEIM REOIlIRPD FOR THE LOADS
TABII M A601E
`
•
'
INC.
.'*�
'�� C�/r ' .ORt�••'''�' :'
FEDERM. MANUFACTURED HOME
EN,
CONSTRUCTION ANDSAFEI'rSFAMOARDS
lj,,FRED
JUL 2 7 ?Q04
JACOBSEN HOMES
RM �GMn AM MAU= MEM.T.
MAIN Br
DAZE 07-20-04
Tom' L
DRAW TITLE
toe' HIGH S10EwluL SPAaNG TABLESFAC
P.O. Box 366
gn\W. NWPWM T. AM GmEm m-
MAMIMsCf AMXB "MNWACRRt1c
SM YAEAAIJ AM FWAND 10 1E
DRAMNG MAUR
AD-TD—OW3
SAFETY HARBOR, FLORI)A 34695
PHONE (727) 726-1138
MMM F019MM NR' O AND MR BE
Kff COiMIK NO SWU FAOI ONK
56
TYPICAL SIDE ELEVATION
SHOWING DE —DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SECTION
SHOWN MOWNS TTP. RDOL s1sE1H TPp odes-mam
aura
m Mov i Ron
lim" Rf101T
A1CIIgH maff AHm ME--Jv
I
S
H " VAMZOK M
FIGURE 10.1 (110 MPH)
FE 20 PSF ROOF
10 PSF D.L
NO'TES` i U YIF '•. DAPu AP1'RO1/Al:
1. SEE AD-TD-Does Ina SPAM T�s � �: GSA '�� APPROVED BY
2. SEE AD-ID-OOE.7 FOR OUANITT OF Lai OMAL TE-001 N STRAPS REQUfIED : �i
1 SEE OTHER DETALS FOR EO0= (PER) CUM11TY AND OTHER REWIWO1TS �
4. SEE RAL ADDWIM FOR ADdTiONAL REQHAREYETHTS f
i ZDNE 2ADFORK 'C': 36• YAIQYUII HEIGHT INC
IONE 2/0FOSlK V. 2r YAIQYUY HEIGHT r "� � ,uc•, �• ,�� I
ZOIE = *0 36' MAIM HEIGHT • `OFT o
•� �'/i �•••....:••!' e° fEDERAI.MANUFACTIKO HOME
201E 3/E)HP0.AIRE b': 32' YA)QYlltl Ff1GHi 4 �7'" �� �e CONSTRUCTION AND SAFEIYSIAUDAHUS_
6. ALL S WICATIONS ARE BASED ON 2O' ROOF ANGLE MAIL ��� � � ������� t 20
NOTICE: VAN Bf
JACOBSEN HOMES > s APo P71PAFiFCS AFE M. DATE: 07-20-04 REv. `
aFOaW FURY. Fr+: ooismiu DRAMNC 7TlE;,d;
P.O. BOX 368 1/i°°"� 0° �"�" ""'"1PAC1"°'0 FIGURES 10.0 AND 10.1
NG MW WTONS AIL: Prom 10 TIE
SAFETY HARBOR. FLORIDA 3095 amm FOP gm FiWm me wo E DRAM AD-TU-0084
PHONE (727) 726-1138 ITT coev lft No MW nar :Colt
57
ADDENDUM
108" HIGH
SIDEWALL TIE —DOWN SPACING TABLES141
ZONE ll & III/EXP.. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
< <+'
pq8, N1ND Z01E 1 iNND LONE II
V
FLOOR • imc on ARM gym,. on mm
WIOTH Ek °° CIF ulat EA DrD o: AMfiE
�`��•
Ek sEcm+ NIL o EA sEcnoi YtL e
23'4' 2 58' 3 43'
62' 3 45'
VERTICAL TIE —DOWN FRAME -TIE—DOYIN SPACING -TABLE - - -
MAX
WIND ZK 1
WIND ZONE M
FLOOR
WlO1H
EJIYE
OVERHANG
. SPAM -
°�. WAD
iDw
moo AME
SPAa1C
OL �
ANOIOft ANRE
lau
23'-4"
6'.
64'
31501
49'
5-4'
3150
45'
24'-0'
6'
6'=8' .
3150
49'
9=4'
3150
45'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WND ZONE 1
141ND ZONE II
FLOOR
YM, OTT.
ANDiOR
YDl O1L
AHDfOR
WIDTH
Etta Cr
ANGiF
EA DO O'
ANISF
O
EA.
Etl SEC1101
YII. 9
EA SECDON
YYL 1
23'-4'
3
48'
4
43'
24'-0'
3
5pr
4
.45'
VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE
wfL
MAX
WIND ZONE 1
WUVD ZONE IA
��
IN
AHC?IGR Ai�QE
59AOIG
LO�
ANd10i AxC1E
WIDTH
O�iANG
23'-4'
6'
6-4'
31
47'
4'-0'
31501
43'
24'-0'
6'
5-4'
3150/
47'
4'-0'
3150
43'
108" MAX SIDEWALL HEIGHT WINDZONE Y/Iil
(110 MPH)
20 PSF ROOF
10 PSF Dl
REF. CJILCi
NOTES:
•• ,� r
DAPN APPROVAL:
APPROVED BY
1. SIX FULL ADOEIWUY FOR ADDI11QlAl REQl6�)(1S1F•�'Q�v;✓
2. SEE AD-10-00E6 Fat YAILYUM PIER HEifiiTS REOu6ifD FQi THE LO a
TABULATED ABOVE
��• '�''*
•�`w`
Dec• 13,2006
'
w
�� �
IIYV.
•
)
STATE FYCE CIF �
�� � =
�Deut rwucArn�D xDrE
C01151WICTIDII AND SWEIY STAIIDMIDS
:A
•
JACOBSEN HOMES
mx��•:�:���
81' R.R.
°AX »—zs—os
`ETIM
DRA►WC ATLi
108• HIGH SIDEWALL SPACING TA81f5
PF r.a Box Asa
emu• IML AVD oowlOEMwL
w''T°""LS °F'"ZOM "MMAC°"K
nc am wtMRs me ncAm ToaR
-
SnF'ETY HARBOR, FLORIDA 34693
PHONE (727) 726-1136
IRLVIDR Ipt 9Ettk 11RmtS NO WST K
�i mnmoLL no�T 1� pppQ
.
DRAMNG NIAIBEA:
AD-T0� OD85 •
58
TYPICAL SIDE ELEVATON
SHOWING TIE -DOWN SPAUM .
. ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0*
WICAI CROSS SECTION
SHOWING 71ED01INS t1P. naoR sTsnaI� j �. aeons
Ir—ausst
su Mon FEAD
r N FROM SOE
� ROSE (11P.}
MOTOR mu DR REPROVED SIARIM
■shoo 1111111 =a SNIFF gym"
FIGURE 10.1
i®m
w04D cw r/Ir
(110 MPH)
20 PSF ROOF
10 PSF D.L
DAPIA APPROVAL:
1V0� 10—mes FOR SPAM TABLES
+ �O: ` 10q} � +�
APPROVED BY
z SEE AD-10-DD85 Fo>t auAN1TY of tONIlTUOIAL >z-Da1I+ STRAPS REOU:ED.
MII.'
; E• : : ,.�
84
ON
3. SEE O10 DETARS FOR BLOC" (PEA) OUMT11TY NO NO REOUtE .,
T}?. ��
• :00oDec 23,2006
4. SEE FULL AOOEIIDUM Fat AD00OK REOUMUIIS
;•
S. na 2XPOABE 1C 44• VATl1 N HW T
=
iN C
i �� :P
ZOAE 7/E>PD9 K v 2r RAUN FilCHT
. .
zaNE 3 •c: W *AZLN MOTT •
ZONE 3/bPOSURE be W M XAN HW(T
•,, —
'� . �`, P ;1(` ,•
�i
s wK w.ISAl�u+eo norE
idl Iwo slwEflr sTAMOMos
SIDEWALL HOWL
6. ALL SVMFIr_AT& 6 ARE BASER ON 27 W ANQE MAX # A We MAXrim
•� C: ••. �F:�� •• •�/
JACOBSEN HOMES
/Itgt
om> Am
lfat
R.R.
DATE
11-28-Ob
REti TFI>Elt
MAIM VIL :
FIGURES 100 AND 10.1
OlIMAL NIOVfiETARr. ANo oDK1KNLIL
MA1unks or xamm "
eox 36e
DIMFE■C
�No""'FA`xgm
LO YAVU S ARE M 10 IMIE
DRAIM NUM
AD-1ti-C10T35
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1135
R=M. Rm YOM I.Yr= AND ■W K
wr conmix •o ran laor OKS
V.0
ADDENDUM
(108 PIDEWALLP) $ � & v%
NORMAL TIE —DOWN SPAd1NC TABLE,O P '�`� '0_�o1
ZONE Il & III/EXP. G & D W
�� \J
O�V
LONOITUDINAL TIE -DOWN SPACING TABLE
FLOOR
TM
who ZONE It
w ZONE la
ft QTt
u �inoy
ilk a
o O
Ek RON
•
IIMF 0
12`-0`
2
53'
3
40'
13 -4`
3
3T
3
46'
15 -4`
3
45'
4
40'
VDRTIOAL TIE —DOWN / FRAME TIE —DOWN PPACING TABLE
VN.
FL
VAX
EAVEODIN
OVMANG
OND ZONE tl
00 ZONE sl
9,A*
AX
�HWIT
' �•
91AOW
���
APO Ahaf*
12'-0°
6' EACH SIDE
5'-4'
720
35' TO 40'
54
38'
45'
13'-4'
a EACH SUE
5'-4'I
80`
35' TO 4T
5'-4'
42'
45
16-4°
a EACH SK
T-4' 18D`
40'
S'-4°
48°
45'
�40
�} 1
LONIJI►TUDINAL TIE-- DOWN SPACING TABLE
N
F*(�
1TPuu
ZONE II
ZONE Itl
E
A cndl
Y
WE�e
C
a �Odl
t
W e
12'-0'
3
44'
4
40'
13'-40
3
52'
4
45'
15'-4`
4
44'
4
VFIRTICAL TIE— DOWN / FRAME TIE— DOWN OPACINO TABLE
FLOOR
�1DTH
A
EAVE
OVERHANG
o za I
ZONE 11
SPA*
W�ER
*WAN*
VA*
4PiR
400 ,�.
12'-0'
6 EACH SUE
4'-0'
72`
37'
4'-0'
34'
40' TO 45'
is-4"6
EACH SUf
4'-e
72`
40'
1 4'-0`
38'
40' TO 45'
15'-4'
6' EACH SUE
4'-0'
80'
40'
4'-0'
42'
40' TO 45'
• NOTE: THEN ANCHOR ANGLE FROM VERTICAL CANNOT BE Pg. CALM
ACHIEVED, ADD APPROVED STABILIZER PLATE.
(SEE NOTE 15 FOR HONES SET IN FLORIDA ��°j" "•sa
NQ
k RE 1S
1. SEE FM ADDEfT➢ N FOR ADDITI ON WREWI
2 TaL BASED ON AIICHOR IyGRIakG LOAD of 3,150J A1A DIAG01K DE TO
OPPOSITE
a LAIC EAVE WMRANG RUM TO OVERHANG AT SIDE*ALL NOT iRW OR REAR
4, TABLES APPLY TO 144' 16O'. AND 1Ei° F100R 7'p 96 �!�
1�
I-ffA�l SPACK 109' UAIYW SOLikl HWT 40 Ir
OVERHANG I6' oVER%gG MAIL EACH 9DE Or Will
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SET FLMA.RULE IX UgCn� AND L k 2% 1999
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APPROVED BY
Mar 25,2008
ceDeXu rnXuvacru PIN XonC
CDMyTXDC11tIX MDS FEfV STANDAX05
JACOWEN HOME,O
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SAFETY
(727) 726 FLORIDAD 138 95
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TxLSE s�ca�cAndls AND L9Aj1F11S ME
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12-11-07
abEK LETTER:
DR �qG TIRE
N+RV. SPACING TABLES
DR G AD- TO-0087
6U
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
ar. SA t•E?am _ . , lPF.
eff. _w�wcw . . ur. _,&
6�
1
1
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7149 LCG7TON
THIS WA►TION
IHS LOGAmx
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FIGURE 8, 0
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, NOWEM, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL TU VALUES.
2V
CAM WFMX--
1. W-OM" iItA M N W-X AA= TK-WW U w MY It LOCATM IN � PPROVED BY
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BE- OALL c CK +°w AFf REAM CALL 7"94L 024URA 14M ALL urns •� � ;'• STATE C NSTRucTroNAND SAFETYSTANDARDS
JACOBSEN HOMES vfmwcomAtPQ"Oao� •:••R.R. DAM 02-01—Oo xxtua
aaON4. fvmwt Y, Aar ••
P.O. "X aaa KAT2 "$ a iti=='lan� S/W TIE/PIER REQ.
r+c wa ttUT71w la
S aFEi7 NARsoR. FLORIOA 31e05 an�an ra srmrc r.+��s w rw DRAIiQig laNetx: .
PHONE (W) 720-1138 Wr O=W-Xtg AV oxf Im err= • AD—To—i OO
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CE)LLVG WAY BE FLAT OR SLOPED
END VIEW
350 PLF WAXWM SHEARWALL
DES.'GN VALUE (PER WALL)
1 1/4' X .035' Ti--DO`NN STRAP
CONTINUCJS ARCJND JOISTS.
DE VIEW
X .OW 11E-DOWN STRAP
JO'JS ARLLNA JOISTS.
NOTES; 2 .,(o FiJ{ �PAROVAL • :? �/y DAPIA APPROVAL
1. OROLND A-400M TO BE RAZED FOR AN UUYATE CON' OF 472sJ (3150 DESIGN LOAD)
(SEE AD-M—000l'[TD-GENERAL NOTES) FOR HOTAS ON 1ROUM AW.NOR INSTALLAT1aF.) _ :-?1 APPROVED BY �
2. INSTALL A PER AT EACH ENO OF THE %WWAIL ,CYSTS (PER THE AW%-E DETAILS). % PY
3. MEN 9EARV L IS LOCATED ABOVE A SOLID LEADER (RILL KafT CROSS-YDMfp..) No -
ONO
TE-M'4 STRAPS. OR PIERS ARE REOMED (ALL SN MWALL CX7 MC URATIONS• ALL ZONES � � : : `'
AND ALL DFOSM). •i I1
4. TE-DOYN STRAP REOUMED AT EACH END OF JOISTS, ALL O8_ 0 CONFIGURATIONS. �� ^ .�� .; .. . •;•�^`S \, : i t �•
5. CETLNG SMMN FLAT -OPT CATHEDRAL OR SLOPED CELINC MAY BE USED. �i '! ` " F[oEruuuwsFt-;*•; :vrxaS
6. FULL WIDTH SHEARWALS ARE SHOWN IN THE DE7AL•ABOVE, HOWEVER, ANY LENGTH '��%/JirrN71Ik`11���+���` cocTn:Tauesi�•.
OR CONFIGURATION SHEARWALL WAY BE USED.
JACOBSEN HOMES NOTICE CRAxN BY: R.R DIREV.REV.LETTER:
�., IIFSE SPEOFICARCNS ANDORAWNGS ARE
0110WAL, PR'JPRETARY, AM MMENTIAL DRAVANG RILE:
\� P.O. BOX 368 � �A�u � Pn� mRn� DBL. S W CONAG. TIE —DOWN
SAFETY HARBOR, FLORIDA 34695 REOP011 FOR SP= R:PPCBS Am WST FE DRAWNG NUMBER:
PHONE (813) 726-1138 KEPT D04W..NTUL NO %WT FRW OTHERS AD—TO-0110
co2
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
CEAJHG NAY BE FLAT OR
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
MIN. CONTINUOUS AROUND JOISTS.
TO
3v
I. O WND ANCHORS TO BE RATED FM AN ULTIMATE LOAD OF 47251 (3150 DESIGN LOAD]
(SEE AD-TD-0001 [713-4G NERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
2. INSTALL A PER AT EACH EM OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3. WHEN SFEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS-MELM) NO c
TIE—DOnN STRAPS OR PIERS ARE REQUIRED (ALL SHWWALL CONFIWRATIONS, ALL ZONES
AND ALL DPOSURES).
4. TIE —DOWN STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL. WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR CONFIGURATION SHEARWALL MAY BE USED.
7. THIS DETA!lL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE —DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. Doeden, P.t.
15133 C. R. 22
Goshen,IN 46526
N IS A TRIPLE WIDE RAFTER,
APPLICABLE TO STANDARD
LE WIDE TRUSSES.
ID VIEW
X .035' TIE -DOWN STRAP
JOUS AROUND JOISTS.
DAPIA
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY I
ON
DaFRIMNVOCRM aTnNelao sArmKWsfwr✓r�a
JAC 0 BS EN HOMES
NOTICE
DHESE SPEancATwN§ Aro DRA m An
MONAL. PROPMETARY. AND OO161DOITUL
MATERIALS OF MANUFACTUATIHG
DRAWN BY:
R.R.
DATE:
4-09-96
REV. LETTER:
A
DRA'MNGGP.O. CONFIG. TIE —DOWN
��
BOX 368
,MCOM
ILK SUCH MATERIALS ARE FRONDED TO THE
• 5/W
SAFETY HARBOR. FLORIDA 34695
REOMT FOII SKOI MIP04S APO MOST BE
DRAWING NUMBER:
PHONE (613) 726-1138
IVT EDI MTLAL AO SECRET 1101 OTIM
AD—TD-0111
Al -
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCAKE BLOCIONG
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
WINDZONE IA
EXPOSURE IC
(110 MPH)
20 PSF ROOF
tit, r+i 10 PSF D.L.
REF.',CALCS.' C WA1-
.; 7
NOTICE:
JACOBSEN HOMES
mg wom1Ks Ao Dummo ARE
MCINAL. Pmmwtm. AMD_owmma
DRAWN
YAYE1dALS OF JACOBSEN WANJFACRAiNG
BOX 368
NG S" YAIEIOALS ARE PRMM to THEBfO
0P.O.
SAFETY HARBOR, FLORIDA 34695
W RR SEOM ROM A NMI BE
DRAWING
PHONE (727) 726-1138
KEPI OurfloFM & AM SE7FT IROI OHM
M.T.
- DARA APPROVAL•
� PPROVED BY
4
I
NC-
DERAL MANUFACTURED HOME
)NSTRUCTION ANDSAFETY STANDARDS
Mr0 Ili 4
DATE: 12-13-03 1' ':
PORCH ANCHORING
AD-TD-0112
CA
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DO
(FACTORY INSTALLED)
FLOOR
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
CRIMP SEAL
(3150/ WORKING LOAD)
a
LGS
x
X
V
Vf
J
H
0
vERncAL ME -DOWN
TYPE 1, FINISH B. w
GRADE 1 STEEL STRAPPING o
1 1/4- WADE & 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.
ME
NOTES:
I. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO' WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
WN ANCHOR BRACKET
e ♦N,IC fY 10
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS
(INSTALLER TO FAWCATE RADIUS CUP
BY PLACING A STRAIGHT 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 PE -DOWN STRAP FROM THE BRACKET EDGES
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'OH TO OF' THE RADIUS CUP.
``gyp EI I III II11I"11,'
sTDoF
dI,- PROMANO.
ENE870357 L
► -uIi.; AC r
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%rs/ON A L Fk,�.�� .
ANCHOR BRIM AND TE-DOWN
DEVICES ARE CERTIFIED BY OTHERS
NOTTC� ^I+•w+, er
Mg SPEQTICATKINS AND DRAYNGS ARE
0Ri0NN.. PPRIETAR7. AND O01U10f,NOAL
YAIERALS OROF UCOB9EN YAWFAtllidl(C
WC 9" YAIEOALS AW PRONGED 70 rrM
RCOPD(T ►OI SPED PIRA= AID W9 BE
IQPI CdF7) %& uo SEORT TROY 011ERS
C.L.Y.
ROVED BY
JUN 1 5
INC.
nuxArw��cilrmlo1l
i067A1LiO1 AIo iMOT ii110Iq
5-31-95
ALT. TIE -DOWN APPL.
AD-TD-0200
a
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
I i
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, --ter.. d
17 MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
l0 �
r^�ytiy
Yw W
IF NEEDED, USE VERTICAL �
TIE -DOWN TYPE 1, FINISH B.
41• GRADE 1 STEEL STRAPPING
ly 1 1/4' WIDE k 0.035'
/J IN THICKNESS, CERTIFIED BYW,,
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING VATH ASTM STANDARD
O SPECIFICATION D3953-91,
O STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
�- M I I -I I I_
ANCHORING EOUIPMENT -I I I I I I -I I I -I I
CAPABLE OF RESISTINGI-
THE WORKING LOAD
REQUIRED ON THE
—III -I I
TIE -DOWN SPACING _
TABLES (SEE OTHER I III -I I (-
DETAILS FOR TABLES) _
SEE OTHER DETAILS
FOR ANCHOR ANGLE
``````llllllllllll/lllr!!r!i
�. s ri/
NOTES: EN,} PRE''•. DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS, DIAGONAL Q' No.
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT 910334
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. * �.,., _ APPROVED BY
2 SHALL OHIAVENG EAURESISTANCEIPMENT OTOD/EAATHETO R ETERIOR- STAT C C:� 4?` REVISED
ATION. ��0�; •, /^, NG' . r 1I023FJ6
3 WHERE CTHE ANCHORING SYSTEM TION SHALL BE DREQUIRES THE USE AT SHARP �i�ss/ jy� �� 1 n`� rv
N "014
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). �! lllw f� ��„�,�5,�
JACOBSEN HOMES E �� DRANN�Y: DATE-
Non(REV. LETTER:
THESE sPEaFlunas AN DRANIN(,S ARE R.R. 70-05-96
® CRIONAL PROPRIETARY. AND winDENTLAL DRAPING 71T1.E:
NG
P.O. BOX 368 IK 9.004 AI dACDeARE MOM= TOIKE ALT. TIE -DOWN APPL.
IHr. Ala YAIEIDAS ARE PRONDTD TO THE
SAFETY HARBOR. FLORIDA 34695 RIOPI;HT rOR SPEOM PIRP M AND UZI eE DRA%WG NUMBER:
PHONE (813) 726-1138 OUT Cau>D nk NO SI ST FROU OIHM AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
�COIUYN 'A' CCLUIL4 'B'�
SEE TABLE FOR YAIILLIUY SPAN FOR COLUMNS 'A' OR 'B'
COl1JYN 'C COLUMN b'
SEE TABLE FOR YA70YUY SPAN FOR COLUMNS 'C' OR b' I
SEE TABLE FOR SPAN COL i SEE TABLE FOR Yuc'SPAN FOR COL 'c'
�COLUMN 'i tauYN 'P Cau1r1
SEE.TABLE FOR YA>DYUY SPAN'FOR COLUMN i
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCNCRPIO REOb
COLUMNS 'A', 'C', b' OR 'E'
COLUMNS 'B' OR 'G'
COUt101 r
(SEE AD-7D-0251,
AD-1D-0251 AND
ZONE 2
ZONE 3
LONE 2
ZONE 3
LONE 2
ZONE 3
AD-1D-0253)
SEE NOTE 1
Eli. b'
W. 'C'
Eft. b'
EXP. 'C'
EXP. b'
EXP. 'C
Eli. b'
Ems. 'C
W. 'D'
M. 'C'
Ems. b'
2 - 3150/ ANCHORS
43'-0'
29'-6'
33'-9'
27-7"
47-0"
29'-6"
37-9' '
27-7'
47-0'
29'-6'
37-9"
23'-7'
1 - 3150/ ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-f0'
21'-6'
14'-9'
16'-10'
11'-10'
1 - 4000/ ANCHOR
21'-S'
15'-0'
27-3'
fE'-9'
21'-5"
15-0'
2T-3r
18'-9"
21'-5'
iS'-0'
NOTES:
ENGNEER
AL' DAPIA APPROVAL'
APPROVED $1(P,
'N A
JL)m 1 135
A.
Como oreGNlL PROPRKTARY. AND canooaui DRAwwc TITLE
ADDENDUM
COLUMN TIE- DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
MARRIAGE LDIE OF MULTI -WIDE
FLOOR
=-1Tr=1T 1=Trl �
ayI� IIMlIV
ANCHORS INSTALLED 24• APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
ATTACHED
ANCHORS
.,u1uTluui...
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.'
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
35' ANGLE
TO TWO
(3t5O# EA.)
' Q No. O
ENE8703571 '•
%rs�O�JAt Ey��`
A F F ':`ED 8Y f4„r
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AIN 1 5
nttiwrw.s�n mlm ��C
coat aou"Im "
JACOBSEN HOMES
P.O. eox 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
1NEsE WEQrXAToOd AM DUWM AK
OMMMAL PROMDA r. Alm CCrtlIDEENT4l
SM U 1E01 AK N �I 1 IE
aCPar rem star PUiPC13 NO W9U r
IVT Cryr�M UL Aw Yav nm omm
' By..
C.L.Y.
DAB
5-31-95
REV.�
/
'H\
�p
DRAWWG TITLE
COL. TIE —DOWN APPL.
DRAWING NUMBER:
AD—TD-0251
6$
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / WN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF uuln-wDE
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.
ATTACHED TO A
ANCHOR (3150#)
5� Q�G` 9F
No. F
PROVED BY
41JM 1 5 M
'1�4 INC
JACOBSEN HOMES N°ntD BY. DATE REV. LE>TF�
1NESE sPEarxaTlan ANDDRAUNfS ARE C.L.Y. 5-25-95
9■ N=AL. PRO MUMY. AND OWMTK DRAWING TITLE:
P.O. BOX 368 1A10VU OF JACOM �AC� COL TIE -DOWN APPL.
Fir NG 20 VATOWLS AK PR ADM TO Ili
SAFETY HARBOR. FLORIDA 34695 AMPENT raR SPECM RrangS NO W9 91 DRAWING NIAIBER
PHONE (E13) 726-1138 ml ommf im No %or no emm AD-TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 1 MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -HIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' WADE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
1111111111
ENONEE$ C. r)n I DAPIA APPROVAL;
No. o''�'' PPROVED BYE,
N 87 e . �tft ,)UPf 1 5 10
rVIMe INC
rtouu�ww.cnr®ia�
cwft=ofmvsAmn$vmm
NOnC& -.", 110m"l r. DATE. REV. LETTER:
JACOBSEN HOMES 1IIESE rEawAmm m DRAwm ARE C.
5-25-95
C aaw L PROPRIETARY. AND lxm" AL DRAWING TITLE:
P.O. Box 36e
„ MATUaALS OF UCOBSEN MARFACMUG
W- 9" MAIERULS ARE PRONGED TO IIE COL. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695 Kcp1m FaR SPECIWC RlrP'OYS RD Must K DRAWING NUMBER
PHONE (813) 726-1138 wE q cmm n4 AND smsr nmu OHM AD—TD-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN •A• COLUMN V
f- - - - - -
ISEE TABLE FOR MAWN SPAN FOR COLUMNS 'A' OR
r
COLUMN .0COLUMN 10'\
APPROVED BY
i I SEE TABLE FOR MA)aMll14 SPAN FOR COLUMNS VOR '0' _I
SEE TABLE FOR SPAN COL 'E' I SEE TABLE FOR MAX SPAN FOR COL f1j"PINC
FE0 L MANUFACTUREO HDtaE
RUCTION AND SAFETY STPIOAfl4S
MAR 0 3 1999
COLUMN 'E' 'F' COLUMN
-COLUMN
-
ISEE TABLE FOR MAXIMUM SPIN FOR COLUMN'r _ I
MAXIMUM ALWWABLE SPAN
TYPE OF ANCHOFUNO RE(Ib
(SEE AD-ID-0251.
COLUMNS 'A', V. V OR V
COLUMNS 'B• OR 'C
COLUMN r
AD-TD-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-4253)
SEE NOTE 1
OF. 'C'
EXP. V
EXP. V
EXP. V
EXP. V
E)F. V
OP. 'C'
EXP. V
EXP. V
EXP. V
W. V
DP. V
2 - 31501 ANCHORS
31-4'
25'-6'
29'-4'
20'-,C
37'-4'
25'-6'
29'-4'
20'-4'
37'-4'
25'-r
29'-4'
26-e
1 - 31501 ANCHOR
ilf-c
12'-10'
14'-r
10'-3'
18•-6'
12'-10'
14'-7'
10'-3'
18•-6•
12•-10'
14'-r
10•-3•
1 - 4000J ANCHOR
2$-8'
16'-4'
18'-7'
IS-O'
23'-8'
16'-4"
18'-7'
Is-W
23'-8'
16'-4'
18'-7'
13'-0'
.REF. CALLS. c w'j 93, ar
NOTES
ENp ...., '.,
F� .
,,�'�
DIIPUI APPROVA 0 3 y
• VP•' G�STERR , !
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
� ;'Q� NO. ••
APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
91 0334
- 03 •:
INSTALLATION.
OF:
-o� STATE
.�
%9p •.,•� �P�'
'.���F ,DNA,.•• '
�`
�-.
FOEI
o�e°°"`s��na"u"°"'�
rrTn JACOBSEN HOMES
11m sPcc�cANyms mo wAwto wRE
M.T.
DATE 2-9-99
•
DRAWING TITLE*.
184 WIDE COL. TIE —DOWN APPL.
OA
OROW. PRWWARY, AND Cax1>oWK
WERALS OF R MANUFAC�
P.O. BOX 368
��
we SUCH WATSWU ARE PROMM 70 TAE
ORAWM NUMBM
AD—M-0254
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
RECPZff FOR SFECM PLUM Aw 961 of
KPI OOIOMI) K Axe sm FROU onm
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24 LARGE OPENING 24'
SEE NOTE 1
+ "Iw vw TU1166m IIC—wrm almwa ul Allum
BRACKETS (SEE TIE-DDWN SPACING TABLES -NORIM
AND/OR ALTERNATE- FOR NAXIUW SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE NSTkLED A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
NOTES'
1. LARGE OPENING = ANY OPENING WIDER THAN MAX: TIE-DOWW SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TL-DOWN SPACING'
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTTCAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REWREYENTS
JACOBSEN HOMES
■
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
Tnulnugrr�
C. OP
,%S T Ep_
ENES703571
eN
'�.sIN NAL
�rrrnn flit t►laT��
ANCHOR BRACKET AND 71E-D01'M
DEVICES ARE CERTI ED BY OTHERS
NOTICE I DRAWN BY:
THESE SPEMMATIM AND mAwa ARE
CRONAL. PRO MIURY. AND cOWMTIAL
MATERIALS OF JACOBSEN UAMXACTIRDIG
NG 9XH MATUMS ARE PRMM TO THE
RECPENT FOR 9WX RraCM AM WST K
OM CdfWTK NO SECRET TRW DICERS
'ROVED BY I-
.1u+1 1.5 MISINC.
sac: �i. is v: m itvo4R
C.L.Y. I - 5-31-95 -
TYP. SINGLE WIDE T/D A
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 TIE -DOWN STRAPS REOU AT .COLUMN LOCATIONS
ON EACH SIDE OF OPENNGS GREATER THAN 48` IN WADTH.
WLII-WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
L24' L24'j
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCI0
BRACKETS (SEE IF -DOWN SPACING TABLES -NORMAL
AID/OR ALTERNATE- FOR M AMIM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR MOM
BRACKETS TO BE INST40 A MAXIMUM OF 2'-0'
(24.1 FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND URGER UNIT DESIGNS, INSTALL •����i�,���
C.
RAPS ```������n•...•••
ALL TIE -DOWN STAS SHOWN IN THIS DETAIL .� r1
0 ES'
0.. FO.•!y '•,
DAPIA APPROVAL,
1. LARGE OPENING = ANY OPENING UNDER THAW MAK TIE -DOWN SPACING ALLOWED.
:• P E8703571 '• =
OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
4•. TATOF
k.
6 qq'
1 5 1935
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
'�•, '
3. IN FRAME IS AT ALL %lERRCAI TIE -DON LOCATIONS.
• .. . • NG ����
'rS
1d101�NAI E
4. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS
;, �•�•�
AN�6QN41'�T%4 nE-DOW1
DEVICES ARE CERTFIED BY 01HERS
JACOBSEN HOMES
NOTICE
wm sKa�1IDa ADD Damn on
DRAWBY: C.L.Y.
oAn 6-1-95
REVLETIER
DRAMNG n7LE:
PIP. MULTI —WIDE .T/D
P.O. BOX 368
ORONAL PRO WMY. MD 0MVEDnAL
YA MALS OF JACOM UM"ACVJM
„
SAFETY HARBOR. FLORIDA 34695
WG &0 MAMALS ARE PR0CM M nE
KOPEW RR 7= P1IMW MO YAi K
DRAWING NUMBER
PHONE (813) 726-1138
►m cmmroL No SECRET nN COM
AD—TD-0310
SINGLE WIDE TIE —DOWN
T.
ZONE I TIE —DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN
(REQUIRED AT OPENINGS I
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LocaTIONs.) FRAME TIE -DOWN
SEE DETAIL - V
DOUBLE WIDE TIE —DOWN
NOTE`
C SECTION
MARRIAGE WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN I
A & B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WIDE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT I
OTHER LOCAnoNs.)
r,
PULL DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
TRIPLE WIDE TIE —DOWN
BUCKLE WITH 2O251
<Y MINIMUM
SEE DETAIL - 'A'
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND
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 (5IS5 LBS. MAXIMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TE-DOWN STRAP (1 1/4' X .OV MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 31SO;
CAPACITY MINMUM) K 1 ,s 4?ZS r uE.TI,,wm,
Joao a4rjcaclTy
NOTES: ENO,f �AW(JALWdC.►� ��., DAPIA APPROVAL:
1. SEE DETAIL'B' PAGE 4 In MARRIAGE WALL `i'n�1�lG`,9�.�/�i ��♦
OPENINGS GREATER THAN 49 INCHES. & VP To I7r 6" TTe1BUT ; rj % APPROVED BY
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR
ANCHOR AND TIE -DOWN PLACEMENT. = .k
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN STATE OF IIQ 9C� INIC
PIER CONSTRUCTION. `� 9 IS . • �� II IC
,���is�REO ENG�� ��, "row�,rn+vairs
JACOBSEN HOMES None BY: DATE REV LETTER
THESE sPEoncATlONs AND ORAwNts ARE RR 10-31-95
■ CRONAL. PROPRIETARY, AND OOMMTNL DRAM NG TITLE:
MATERIALS OF JACOM MANLWACIMNG
d� P.O. BOX 368 r_ M WERALS ARE PROMM TO THE ZONE I TIE -DOWNS
SAFETY HARBOR, FLORIDA 34695 MOMENT FOR 91M HAW= NO YAT K DRAMLNG NUYBER
PHONE (813) 726-1138 WT CdiT) nk NO SEW FROM OKM AD-Z1-0001
74
i5
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE —DOWN
MAIN FRAME I —BEAM
NOTE ji�—
MAIN FRAME I —BEAM
L
SPCISPSPAI ANG
a SPACING
r
ACING
•
ACING
r
SPCING
ISP�AICI
DOUBLE WIDE TIE —DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
END
a Aullu
JrAuf7V
WAUNU
wF&MINt
TYPICAL I —BEAM
TIE —DOWN
MAIN FRAME I —BEAM
SEE NOTE'11 SEE NOTE
MAIN FRAME I —BEAM
MAIN FRAME I-B.EAM--\ >
END CENTER CENTER
P
SPACING SPACING SPACING 1,END
TRIPLE WIDE TIE —DOWN PLACEMENT
SAM
'w
ce
�ef
NOTES: ENGNEER,t0WO%. DQ W* DAPIA APPROVAL
`•` ��.PtIFI�gr•2 •,..
SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ;
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. APPROVED BYw
-
No. 4045484*?
Z'STATE OF ;'r
TOT::<<Gi ��� Aeaeursiuun�aa
arm ,� coaTla,cna�ArosAfmsTum,Imb
JACOBSEN HOMES NOTICE ,p�► DATE' REV. LETTER
TNESE sPEanulaNs AND DRAwNa ARE � RR 1 10-31-95
■ OFagNAL. PROPRIETARY, AND CON mTIAL DRAWING TITLE:
P.O. BOX 368 UATMALS OF JACOBSEN MANUFACIMING TIE —DOWN PLACEMENT
WG M MATEWALS ARE PR%= TO THE
SAFETY HARBOR, FLORIDA 34695 KOPEK FOR SP= RMOSES AM UM BE DRAWING NUMBER -
PHONE (813) 726-1138 IVT COWMEAL AHD SECRET n= ODERS AD—Z1-0020
7R
ZONE 1 INSTALLATIONS
1, FOR HOMES LOCATED IN ZONE 1, 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 a cd.
FE8 0 1 W
INC.
JACOBSEN HOMES
NOTICE.`
TMEs, V=MT" Ago DRAWS AK
UKAWN or. M.T.
PAIL: 2_1_00
R�. ILIMM
MMKAt. RMPaiHART, ua ¢01iW"NAL
A17 AS OF AM= """"'�"
DRAWNG 117I.E.
ZONE 1 INST.
A
P.O.P.o. BOX J6tl
NC mol YLVIAU AK FWADED TO M
SAFETY HARBOR FLORIDA 3�695
pmW 1al font Rwrasi Am WV K
DRAW= NUMOM
PHONE (7T7) 726-1139
KPI cm omiL #a ww.T may ones
-
AD— Z1-0100
77
ADDENDUM
FOR INTERSECTING UNITS
I
DORMER
_ F.
cc
TRIPLE WIDE
OR QUAD WIDE
SECTION(S) bf I
�I
T_I
MAIN UNIT
MAXR W PIER HEGHT FOR VAFPoOUS ZONES
(REFER ALSO TO SIDEWALL TIE-DO`MS MAMIJUM HEIGHT}
Z4H J ZONES
EXPOSURE 'C' 90' 56'
EXPOSURE V 39, 46'
LONGITUDINAL TIES ONLY REOUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA HALF
(IE DIX EA. BEAM, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MARL UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MADE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
NOTES:
1. FOR QUAD SECTIONS, EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESGNED
INDEPENDENT OF THE OTHER STRUCTURE. (IE. SHEARWAL S, TIE-DDWNS, RIDGE -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI-SECRON.)
j�G�S� ER'`vF
4 ` No. Fo•'•.
EN 0357
NOTICE
JACOBSEN HOMES
THESE SPECNICAlI0N5 AND DRAMNCS ARE
CRONAL. PROPRIETARY, AND CONT1Of)tTVL
P.O. BOX 368 MATERIALS OF JAC085EN MANUFACTURDIG
tNC. 9" MAWJ5&S ARE PROWO TO THE
SAFETY HARBOR, FLORIDA 34695 RECPW Fat SPECIFIC Rs+ O AID MUST IK
PHONE (813) 726-113B IVT CON WTIAL AM SEORET TRCM OHM
DAPIA APPROVAL:
►PPROVED BYE,...
.1llN 1NT14 5 �5
INC
it:tw. �wvu�nuaen �
nai"ww"wrensTmam
C.L.Y. I 5-16-95
ADDENDUM -INT. UNITS
QUADADDI
REV.
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETAIS).
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND 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 UNLIT MAY
BE SHIPPED LODSE AND INSTALLED ON S17E AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SI9NGLES UNE-UP
FROM ONE SEC70 TO THE NEXT.
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERaIETER RAL
OR ROCS BEAM
CROSS-SECTION
30 GA. GAIN. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
MAYBE OVERLAPPED 2 MN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALY. STRIP.
(SEE NOTE 1)
30 GA. CALV STEEL STRIP
SECURED VATH 7/16' X 16 CA. STAPLES
FULL PENETRATION INTO DECKING
2 ° O.C. MAX. SPACING (TYP.)
,G%STfq `vF
Q No. Fo ��'
ENE8703571
IN
3/8' X S' LAG SCREWS
18' O.0 (ZONES 2 i 3)
STAGGERED
eD 8Y kiL.,
1
.�)N 1 5 W 1"14 LNG
N0710E "I NTfi w UT: " KL' Lcnuc
EF MmJACOBSEN HOMES TNEsE vc0nCATKMs AND DRAMNGS AF C.L.Y. s-ts-95
aA7 A4, PROPFa[FM AND KFAC 1"G DRAWING nnE: ALT. ROOF ASSEMBLY
P.O. BOX 368 W_ RM � .IAC08AM YANM TO IK
,I K 9K}I YAIERYdS ARE PRON�D TO 11E
SAFETY HARBOR FLORIDA 34695 REaW FOR 9M PMMS AND MM OE DRAWING NUMBER: QUADADD2
PHONE (813) 726-1138 WT a>lFWTK AID SE0v FO) Rorom
79
jAqOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8