HomeMy WebLinkAboutSET-UP MANUAL ADDENDUMT=UP MANUAL ADDENDUM
JA OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
I
NOTICE
1ese specifications and drawings are original, proprietary, and confidential materials of
it acobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
, urposes and must be kept confidential and secret from others.
REV-01 /10
•
ALL HOMES'SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
1
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF 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 I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
OOLING
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.
DAPIA APPROVAL:
A PROVED BY
IN 1 5 10
- INC,
NOTICE DRAIN BY: DATE REV. LETTER.
JACOBSEN HOMES
THESE SPECUICATIONS AND DRAIUNGS ARE C.L.Y. 5-30-95
ORIOHAL. PROPRIETARY. AND CO aWnAL DRAYMG TITLE
MATERALS OF JACOBSEN MMSACTURWC
P.RC SRE MR
O. BOX 368 UH UATLP44S AK TO THE EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 RECPOR rOR SPECFIC PUR M uo UMT BE DRAWING NUMBER
PHONE (813) 726-1138 IVT COWDDIRAL AD SECRET n= OTHERS 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 DIsCONTI"lUE
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)
DAM APPROVAL•
APPROVED BY
0 Sir
»�E
IN(
�7DIA1DiNOR3iMOM1t6
NOTICE: DRANK BY: C.L.Y. DATE: 9-28-95 REV. LETTT.R:
J AC O B S E N HOMES 1NEsE sPEwCAPONs AND DRAWINGS ARE
OF AL PROPRIETARY. AND OOMMIDIML DRAWING TITLL B
P.O. BOX 368 MATERALS OF .MOOMN YANUFACTURNG W.H. VENT. SYS.
RE PROVM 10 THE
SAFETY HARBOR, FLORIDA 34695 REE Q1 FOi SKC APURPOSES uD ws16C
PHONE (813) 726-1138 IQP1 t0wWn& A10 SECRET (ROW OUM DRAWING NUUBER AD—AC-0100
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
0.131' A I 1/L MIN.
NAILS OR 7/16' X 16 GA.
STAPLES PER TABLE:
0.016' X 1 1 /2' MIN. STEEL
STRAP ® 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
NDS01
(ALL ZONES)
(ALL E(POWRES)
0
m Am RNIC-T
FOR GAPS IN FLOOR SYSTEMS
TO 1 /'t', INCREASE LAG LENGTH 1'
AND FOR GAPS TO 3/4'. INCREASE
LAG LENGTH 1 1 /2'.
...STALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE. DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
1 4'T034'GAP
WOOD SHIM AT ALL LAG
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
MAID UK
E00M
3/e X 3 llr LAG NE
MAN" SPACNG
30 GIL STRAP FASIM W/
7/1e' X 1e GL SIMM
MAX" SPA
WO ZONE
DPOSURE
WHIM NUMBER OF FASTOW REQUIRED
0.131' X 1 1/Y NAILS
7/1ir X to GA. SIAFLES
19' O.C.
2 1/4• G.C.
3
S
2
2
b'
1r O.C.
17/er 04
b'
4
7
C'
1e' aC.
r or.
'C
4
7
3
3
b'
lr aG
1 1/Y Cm
IOTES`
DICIM APPRWAL•
DAPLA MF'RWAL-
APPROVED BY
1. 1' MRl K EMATI0N 15 REOIRO ON STAPLES FOR W 0.014' MWW.
2. WOW S IMS 70 BE WED FRQI SPF p UK OR BETTER.
(3' X 4' X GAP NOTH MIL SZE) (OSi OR FLYMM MAY BE USEDF iHGDESS EQUALS GAP NDTH-4' X 4' MRL STD,john
May 24 , 2006
ON rl Revised
� .
C.L1O8 en, P.L.IIN
S MA 3 10e' XOAJYSMALL NEXMEnv
4. SE OTHER K A4S FOR SEAl111G FLOORS FOR AIR WILMAllOfl
^
,`�1 En .� T!Tlfj, :'!..
FEDERAL MANUFACTURED HOME
consTRucT�DH AND SAW En STANDARDS
JACOBSEN HOMES
l ion=
Haar s�RSrTc�►w1s A10 MA IS AK
�""" BY:
M.T.
oAh OS-22-06
REv. LETTER
uRmm. rwmaumY. IUD E owwmx
W AAoOMM MANFACA M6
MAW 1111E:
M/W FLOOR FASTENING
Dip—InM_3XHMAMALSINMVMMMW
BOX 36e P.OMAIUMS
rrm
SAFETYHARBOR,(81i3j 7226-ro1i� 95
RN VMnoFmo�ie�Ka
DR/1 N0
RamfoonK
AD-FA-0001
4
ADDENDUM
MULTI-WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES:
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
Ir O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
' MARRIAGE LINE
) QW APPROVALS DMIA APT'ROM
APPROVED BY
o000
Np IRevised
S Zj 0(7 May 24,2006
John C. Doeden, Pl. INC.
1L2 Env Bering, !ria. C0mSTTRRUCf�IO AND SAFETY STANDARDS
JACOBSEN HOMES
T+on=
as MTM NO CRAM 5 AM
Mum �� Ago �m
wlcRws a ��casw wRUAeua�o
MAR" CI' M.T.
L.."05-22-06
�" �`•�
B
WAVEN ttt� M/W WALL FASTENING
P.O. eox 308
MG 3= wwu"1oo�cm to M
DUWPJG IAI OM
SAFETY HARBOR, FLOWA 34095
mart la sane PAM0 NO IM E
PHONE (613) 726-1138
Kn mrmmw. wo =a ow onam
AD-FA-0010
"I
ADDENDUM
MULTI -WIDE ROOF FASTENING
30 'GA. GALV. STEEL STRIP —�
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
"LAG SCREW SET RACKS
FOR TRIPLE WIPES
FOR DOUBLE WOES
TRIPLE WIDE ROOF LINE—\
INSTALL LAG SCREWS I
AT A 45' ANGLE
STAGGERED
ROOF PERKIER RAIL—y
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE j4)
CROSS-SECTION
NDS01
ES
(ALLLEEXPOSURES)
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
—.30 GA. GALV. STEEL. STRIP
-8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN OIWNAL CONOITIDK
EXCEPT FOR STAPLE HOLES)
PLAN ME
- 3/8' X 5' LAG SCREWS •.LAG SCREW ME BACKS
(2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
SEE CHART ON AD —FA —MI FOR TRIPLE WIDES
FOR MAXIMUM SPACING
214' 234'
1 4' TO 3 4' GAP
FOR GAPS IN ROOF SYSTEMS -J �" INSTALL WOOD SHIM AT ALL LAG
TO 1/2', INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4'.INCREASE THROUGH AND TO KEEP CONNECTION
LAG LENGTH 1 1/2% TIGHT. (SEE NOTE 2)
CROSS-SECTION (W/GAP) C wa si 0 - 91.07
L 2 Ile WL PE]1E FAIICN NTO REOTI\NC ME3W a REQUITED FOR LAG SCREIFS.
2. Ti0W 2W ffi K rf F FROM SPF p MIL 0L BETl
(r X 6' X GAP MID1H UK SE*
(0® OR FLY110C0 MAY IE USED F *MESS EQUALS GAP 10%-4' X 6' WK
1 SEE OTHER DETALS FOR OOLFLEIIMG ROOF NMC70L
4, 1HEX NSTALLM A LAG SNW KM A RIDGE BEAM, FRST-ML A 3/li CIEM 0E
HOLE 1TR M THE FIRST RDGE WAK SEMM-ClU A L/4' HOLE V=GH THE
RECEIMHO WCE TEAM RR TIE WFADED P01t1101 W LAG SOCK llfM DNS ARE
fat 3/a' LM 30tEr1S OFLT
S 10e MAWN SOEM I. HEIGHT.
DKRW APPROVAL-
s:�,
John C. Doewn, RL-.
K2 Engir"rhiq, Inc
DMA APPROVAL•
APPROVED BY
7 "'a" Revised
May 24,2006
NP INC.
FEDERAL MANUFACTURED NOW
CONSTRUMON AND SAFETY STANDARDS
g3o
JACOBSEN HOMES
TIM 3K�M6 Mn u AW= ARE
DRA"" BY.' M.T.
DATE: 0s-22-06
'K' `�"
,w
P.O. . 363
SAFETY HARBOR. FLORIDA 34643
PHONE (013) .72a-113a
MOW. PRar% rr, AFD 001E D[1F0N
W_ SM wT�K MD W M
� AMI FEN Mt1:Fe FTFTN0M NO MAT N
mr Cwwm . w =w "am mmtL
BRATRIG AIlE:
M/W ROOF FASTENING
DRAMG NJMt
AD-FA-0020
6
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF 0A i OVERLAP AT SEMI)
SECURED WITH III X 7/1V HEAD X 2- FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE1
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL ZONES)
(ALL EXPOSURES)
CENTER OR MATING LINE
I
I
•I
• X 7/16' HEAD X 2'
jFULLY THREADED SCREW
I (NO MORE THAN 12- O.C.)
I
I o
•I C>
a
1 LL'
1 B
■ m
_m
1 w
1 �
1 U
1
1
1 METAL ROOF PANELS STOP
APP. -50 FROM CENTER LINE
'*-30 GA. GALV. STEEL STRIP
5- X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED WITH 7/16- X 16 GA. STAPLES
FULL PENEIRAMON INTO DECKING
(SEE CHART ON AD-FA-OODI MAX. SPACING)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
STANDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING. ,
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9. O.C. RIBS I 4 -j Seep 10,2008
SCREWS HAVE A NEOPRENE WASHER
�FOR
�WEATHER
nPROOFING AND �oD'�a+f
ME
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN FEDERAL CONSTMANURUCTION
AND
SAF ST
• �� fl �G CONSTRULTION AND SlIFEiY STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
xoT= Umm..s: D.M.T.. �..... �-25—OB ._.. —..--
JACOBSEN HOMES AAM ►�
of °■" METAL ROOF RIDGE CAP —
M BOX 368 @iG 8= MAIN" Am im= m Im
sA PHOW (513)��1� ss Now mA �FM � o�w�c I■s�t AD—FA-0021
7
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
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
DAPIA APPROVAL
'PROVED BY
ql.X1N 1 5 V%
ING
i M Y4Y/ACiyllm 10[
NiKi W uO WCI1 SWOV[S
DRAWN BY: DAIS: REV. LETTER:
JACOBSEN HOMES NOTICE DRAW 6-5-95
THESE SPEWiGiIOMS AND ORAwNGS AM
■ oPoaNAL PRDPWARY. AND DDNIWnAL DRAWING 11TIL
P.O. BOX 368 °A� OFN NAIAIFAC7MG M/W ROOF SEALING
„ SAFETY HARBOR, FLORIDA 34695 RG SUCH VAIERIALS ARE PRDNDED TO THE
�� rcR SMCFX MMSES ADD KW K DRAWING NUMBER
PHONE (813) 726-1138 IP1 COlFMTM NO SE00 ma ones AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
0
6" STRIP ROOFING CEMENT
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
/ 15/J FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL:
'ROVED BY
JUN 1 5 1995
KT�mou-MOCT�avam
INC.
JACOBSEN HOMES N01C� DRAWN BY: DAIS: �V• �I I
THESE sPEanunoNs AND oRA1rINcs ARE� C.L.Y. 6-5-95
CRONAE. PROPRIETARY. AND CWIDENIW. DRAWING TITLE:
MATMALS OF JACOBSEN MANUEACTLRINC M/W ROOF SEALING
P.O. BOX 368 MG 20 MATERIALS ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECPINT Eat BECK Rr,3O45 AND MY BE DRAWING NUMBER:
PHONE (813) 726-IIM r vT Om DENTIX No man rRm OHM AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. 1NSTA1.I.A77nN.
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT I1 HAS
BEEN IMAM (THUS FlA LING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE IRRPLACE AND THE HEARTH).
1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE H THE HOME) AND INSTALL FOLLOM1NG
THESE STEPS:
A. CKWMY PLACE THE HEARTH EXTENSION LN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 +8 1 2' WOOD SCREWS.
C. FILL THE AREA BETWO THE FACE OF THE FOULACE AND THE HEARTH DIMON
WITH A NON-COMBUSTABLE CAWCING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAMA
APPROVED BY
IN fl�
JLN 2 8 T995
Raftkmvwnroa[ II V
NOTICE: DRAM BY.. DAZE REV! LETTER:
JACOBSEN HOMES nasE sPEO11CAmm AND DRAMNCS ARE C.L.Y. 6-16-95
ORIONAL. PWKTARY. AND MWIODITW. DRAWWG 11TL1:
P.O. BOX 368 LIATIRIALS OF JACOM UWACTI IG SHIP —LOOSE HEARTH
SAFETY HARBOR. FLORIDA 34695 YIG RKH MAIFRULS AK MV41M TO 1HE
PHONE 813 RTC "R 9i M PUI M MO YISI SE DRAMNG NWBEk
( ) 726-1138 IvT COKDD im AM moo no omm AD—FP-000I
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 IZE-v
ON �R 2 S 20
INS.
FEDERAL h1ANUFACTURED HOME
CONSTRUCTION AND SAFELY STANOAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
11
TRUSS SHEATHING
APPROVED BY
I *4'�
NPI INC.
FEDERAL MANUFACTURED HOME
CDNSTRUCADN AND SVEW STAAfDAROS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
NE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18' X 14 1/2' MAXIMUM SINGLE OPENING SZE IN TRUSS SHEATHING
NOTES:
1. 3/8' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
1 1/2' X 16 CA_ MIN. STAPLES 1 1/4* D.E. AT PANEL EDGES AND 3' O.C.
AT ALL FRAMING MEMBERS. (NO GLUE REQUIRED)
JACOBSEN HOMES
00 Olop"'m P.O. BOX 358
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
MARRIAGE WALL
\ \\ \\ \\ \\ \\
3/8' SHEATHING TO BE INSTALLED ON-STE
K2 Enokwerl a. I=
NOTICE:
THESE SPECIFICAnoms AND DRAWINGS ARE
ORIGINAL PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MAMNACTURINC
INC. SICK MATERIALS ARE PROVIDED TO THE
RECKNT FER I PFGFX PIRBDSES AID MJSr SE
KEPT CONFIDENTIAL AND SFM. FROM CINERS.
NUMBER:
I
VANOZONE Ills
(I10 MPH) II
ALL EXPOSURES
APPROVAL -
APPROVED BY
INPMAT
INC.
fEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
DATE: REV. LETTER:
R.R. 4-27-98
TRUSS SHEATHING
AD-HR-0001
12
HINGED ROOF DETAIL
09W W VAIR m RAGE W RM
9:' m PT19TI011 M SET-W P09TIOT16
APmt 221/Y.
1FT H1 a ROOF gETDII sY51E31A70.Y "
YEOW1c•A KWU W BORE WA 12 FW
APART. UXAX UnM POliiS WW JV W
00 W ROOF SFCNK W AVOD IFTNO W W
2FEET CFASP=WHFWM
HINGED ROOF IN SHIPPING POSITION
HIM KW POS M RDM K^
6 SPF j3 FD6D ME PW TOP M
fiozrwoodmoat 3-lair
am
HINGED ROOF IN SET—UP POSITION
REF. CALL. PG. C-RF- 223.0 - 223.6
NDS01
ENGWEl3t APPROVAL DAPIA APPROVAL•
N0
APPROVED BY
1. SUM RA® W SECTO 1X THE BASED P09= SORE Sit4i M 16i0<D Revised
KMO pm Km Pam b b Jun 06 ,2006
�Fi
John C, D, P.1=. rl INC.
W2 Enl?,tf Tf wwig, Inc FFDFAAI YAMIIFACFIIRFD HOYF
CONSTRUCTION AND SAFETY STANDARDS
DRAWN BY. O.A. DAIt 06-02-06 K1. ,a11LfV
JACOBSEN HOMES Im WWWAT06 .m NA„OL MIM n,L
MR70M of Aco m I muxnmC HINGED ROOF DETAIL
P.4 BOX 368 Wt WM YAnMM ME PRO► W 10 WE
SAFETY HARBOR FLOIWA 34695 Rs7ml ICR SP9il0 PI W AID WST BE. MAW WM
PHO►E (813) 726-113B PVT owwrm AID mu F1 00FAS AD—HR-0002
13
HINGED ROOF DETAIL
UNDERLAYMENT TO BE GLUED 3' MIN.
ON BOTH SECTIONS OF HINGE ROOF.
FOR NAND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDEIkAVIMENT AND -
AND A MIN. 4 I/2' NADTH OF ROOFING CEMENT TO
TOP OF LAST SHRRU ROW ON FDDED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X 8' BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE NTH
3-18 X 3' Wood SCREWS EACH SIDE OF GAP,
APPROVED BY
ONRevised
Nov330,2006
P1 INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
I
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NANDZONE IA
(110 MPH)
ALL EXPOSURES
NOTES:
I. BRACE O&D ROfF SECTXIN N THE RM P09MM BEFORE SWUNG HINGED
KING POSTS NTO POSi110N.
John C. DoedM
K2 EnP
NOTICE. DRATM Br. DATE REV. LETTER:
JACOBSEN HOMES ms bPEGFlGmaAND DRAMM ARE D.T. 10-02-06
CRC PROFREM. AW v"maxwL DRAIM nTLE: .
YAIEK45 OF JACOM MANIFACPAINCA,,
P.O. eox 369 Nc Sm MATaaMs ARE RMADED m THE HIN R D TAIL
SAFETY PHPHO�(8 3) 726 1138FLORIDA �93 Kcrm um odsm�aY me sm MOM AM a �6 °RAAr�c NweER AD-HR-0003
14
STALL ON SITE 151 FELT WITH A 6' MIN. OVERLAP ONTO MAIN
)OF CEMENTED WTH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK -1
ONE-PIECE SHINGLE
UNDERLAYMENT
.... 2" MIN. OVERLAP (TYP.) o
r'1 i .. .. . . . . �
t Ej
r I r I iw
. .... ....... . .
I i l i I. . .
..........
... . . . . . . . . . . . . . .
6' MIN. TAR AS SHOWN o
I . (APPLIED ON SITE) 8
I
SEE NOTE �3;:::::::
! ..
3' MIN.
I I I I r I I I ! I I I SEE DETAIL A..
r-'I I. . . .. . .
o
it
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 MANUFACTURERS 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 FlNAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
DETAIL A
1. CEMENTING OF 15f FELT IS NOT REQUIRED IN MAY AREA EXCEPT WHERE NOTED.
2 I FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
it SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-FIR-DO01 (WITH SPECIFIC END PANEL LAYOUT).
AD-HR-000Z AD-HR-0003, AND AD-HR-OD04.
WINDZONE III
(110 MPH)
ALL EXPOSURI
UAPIA APPROVAL:
Af#PROVED BY
{NC.
NIANUFACTURED HONIE
CTION AND SAFETY STANDARUS
� NOTICa DRAWN BY: DATE: REV. LET'fEA
JACOBSEN HOMES TNESE ms AN ,eD DRAw� ARE M.T. s-2o—o3
ORWIVL PROPRIETARY AND CONMFJM& DRAWING TITLE: SHINGLE AND UNDERLAYMENT
„ YAIERIAIS OF 4409 iTr MANUFAMURiNG
P.O. BOX 368 uc SM RATERIAIS ME FROMM TO THE APPUCA71ON ON HINGED SECTION
SAFM HARBOR,) FLOR726-�11384695 WT cnfEMK AND �T FROM ONK DRAWNG NUMBEDPHONE AD-HR-0005
11c
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2" O.C. 14AX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16' X 1 1/2' X 16 GA.
STAPLES INTO EACH 16' O.C. RAFTER 'AND
3 1 /2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES) -00040
NDSOt
NOTES:
I. SEE AD-NR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
CRC - 167.01 - 167.02
- a & �o4
John C. Dos iw1, P.6.
En,90wfing, Inc.
ALL VNNDZ(
ALL EXPOS!
20 PSF RO
10 PSF 61
DAPIA APPROVAL —
APPROVED BY
Revised
aun 09,2006
I
FEDEIIAi PNC.
REO NONE
co"srnucrnstAno SAFETIsrA"o�aoi
HOMES
ME SPsu
nO5ND
DRAWN BY.
O.A.
°A7
06-06-06
REV. ETiER:JACOBSEN
P.O.BOX 366
SArETY HARBOR., FLORIDA 3469S
ACRAMM AK
.11- -Atr. AM CMI. TK
w'�= a ACQBR„ �ArAC7LVtM
w- sm YAFERU ASS: MW►M 10 1!E
DRAWING IRL
PEAK INSTALLATION DETAILS
�
PHONE (727) 726-1138
aaAnn M SPECM MUD AND U41 K
Imr W#Wfr^ PM IM FWN onus
DRAWNG NU16ER
AD-HR-6
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
INSTRUCTIONS.
//;o
INSTALL FIRST LAYER OF 151 FELT TO ROOF NTH A 6' MIN. WIDTH 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
97E INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
INSTALL TOP LAYER OF 151 FELT
TO ROOF WIN A 6' MIN. YNOTH OF
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR ENSTING
FELT AS SHOWN.
DAPIA APPROVAL -
AP ROVED BY
IrrAUG 0
INC.
F1�ERA MIANI ACTUAEO HDME
TION ANo sAAf£iY STANWIROS
NOTICE DRAWN BY: DAIS: REV. LETTER:
JACOBSEN HOMES Twg SPE�TIONS NO WA.RKw� AM.T. 7-28-04
QgMA1.. PRWKTW AM CONFMnAL DRAWING TITLE: _
ru „ MATDaALS OF JAMEN MANWACTINENG SHINGLE/UNDERLAYIIENT INSTALLATION
P.O. BOX 368 NC 91CN THE
MATMXS AK PROYM TO
SAFETY HARBOR, FLORIDA 34695 FiCraT FOR SPECIFIC RiII'M NO NMI RE DRAWING NUMBER:
PHONE (727) 726-1138 IIEPT COIFWTIX. NO VICT FM WHOM AD-HR-0007
17
ADDENDUM
TYP. SHIP --LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRALNG
MELIBER W/ STAPLE OR NAL
BANDING STRAP 'WWPED' AROUND PIPE AND FASTENED TO FLOOR FRAWNG.
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WHERE VS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
'GOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS NSTALLED AT THE UPPER END.
I... VIEW OF DRAM PIPNG
NOS
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
INrls•
Jil A: i
INC.
JACOBSEN HOMES MESKMU plsiiCNnDRA%sIICSARE. DRAMI9Y. R.R. 7-17-97
OPICAAL PROUTART. JIM CRimlK DRAMIC nAE:
\� P.O. FLORIDA y� yAIMM � �� 1Rnr PLUMBING SUPPORT
SAFETY PHONE
HARBOR. 25-11 34695 ALCM MR ylpX AffOSM AM VM a DRAWNG NMEA
PHONE (aIJ) 726-it>e lln CCKnDDM wo :10V Iwnl ceas AD—PL-0001
IJ
18
J
NOTES:
OPEN PORCH RAILINGS)
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.
DAPIA APPROVAL•
PPROVED BY
'rMAE V
INC.
UFACTURED HOME
NAND SAFEIY STANOAROS
NOTICE: AN BY: DATE
JACOBSEN HOMES : REV, LETTER:
THESE SPECIFICATIONS AND DRAWNfS ARE M. 3-30-05
D OR ONAL PROPRETARY, AND CONFIDEMIAL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING
INC SUCH MATERALS ARE FRONDED TO THE OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 REOP ENT FOR SPECIFIC PDRPOSES AND ROST BE DRAWING NUMBER:
❑ PHONE (727) 726-1138 KEPT CWUNRAL AND SECRET FROM OTHERS. AD-PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 F— 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. L OOOSSE
(SITE INSTALLED) �
>�- - - - - - - - - - - - - -----�
FOR OVERHANGS
SEE AD-PR-7003.
FACT `CENI ESR SALLE ECTONRAFTERS
REMOVE ALL FACTORY INSTALLED %-- FOR ROOF VENTING BOTH FACTORY J
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITI- SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
NOTICE
JACOBSEN HOMES
THESE sPEC6TCATI0N5 NO DRANBiOS ARE
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
IF P.O. BOX 368 MATERIALS OF JACOBSEN MANNFAcumG
SAFETY HARBOR, FLORIDA 34695 M SUCH MATERALS ARE PRDMM TO THE
im RELIgENT FOR 9FTi1C POAPOSES AID LUST BE
PHONE (727) 726-1138 KEPT MMUNTIAL AID SECRET FROM OTHM
APPROVED BY
Revised
Oct 25,20ON 0
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
BY: DATE: REV. LETTF1i`
O.A. 10-24-07
TIRE:
ON SITE PITCHED ROOF DETAILS B
AD-PR-7001
k
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 it
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING '
SEE NOTE /2
18' MIN.
MA(SEE NOTE J4) RIDGE BEAMS DECKING Wq
CROSS-SECTION
SITE INSTALLED 7/16' MIN. ROOF
DE"G SECURED WTH 7/16' X 1 1/2'
X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' QC. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
URNOZONE'41
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044
10 PSF D.L
NDS01
REF' CAM C-FS3 - 88.01
NOTES:
DKKUi APPROVAL
DAPIA APPROVAL:
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH
2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
APPROVED BY
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LK RAFTER RAILS (OR RIDGE BEAMS) WITH
J10 X 4 1/2' SCREWS 9' QC. MAX SPACM
b Q�
JT1I1 09,2006
�ME
1 SEE AD-FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS.
John C. 0es4don, �k.
FEDERAL MANUFACTUREDr
K2 Enginwr", Inc,.
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
P.O.BOX 368
I THESESPEOF..RDO6'cA1LD ,A.U.ARE
e.Du� ►AOrN[TANT, AIO �roolHa
MAIUMS OF A%CDM U&VNAT nxw
U"""""" O.A.
°""' 06-02-06
'ay'LL"t'c
DRAWK TIVI:
ROOF TO ROOF ATTACHMENT
w- SUCI YATERYIS ARE PRDIQD 10 IK
/—'�
SAFELY HARBOR. FLORIDA 34695
ROW Fps 3f= WOW AND FM K
ORAW C NUMBM
PHONE (7273 726-1138
tm cwwnmL No s1>RET Fom o*m
AD—PR-7002
21
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
--Zoo .".
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19.0
c
M� 48.0
'G
2 X 4 NAIUNG BLOCK
(INSTALLED ON SITE)
MIN. (3) .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF f3 FLAT f OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR MIN. 7/16- X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP k BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOOKER `- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY
WIMIN. (5) 7/16' X 2 1/2' X 15 GA NOTE:
STAPLES OR MIN. (3) .131- X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OURDO FRS 70 BE SECURED TD EACH
ES 1RD55 OF THE DMU 1R1 M LMA70
(TYPICAL AT ALL CENTER BRACES) IN THE DOZONE PER FAS108 CHART.
SINGLE TRUSS ONLY
REO'D OUTSIDE OF
3 Ft. AREA
...SS MAY BE
PLACED ON Do SIDE
NDS01
NOTES:
I. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING: j
FASTENERS.
QummY
PE]DlRAl10N !
.131 PD NAIL
5
1 1/Z' 111
15 GA. STAPLE
8
1'
Is sxw
2
1' (INCL iF
WXMKER FASTENERS MAY BE DWXLLED 1MINDZONE 1111
FROM TOP CHORD DOW F PElMTX)N ALL EXPOSURI
BANED 2, 0 PSF ROC
10 PSF D.L.
C-RC-197.01-197.02
John C. Doeden, 'RL
K2 Engine, ,jig,. Inc.
DAPLA APPROVAL
APPROVED BY
1 04""
Feb 05,2( [A INC,
FEDERAL WNUFACillRED NDYE
ODNSTRUCIION AND SAFETY STANDARDS
JACOBSEN HOMES vmSPcW0CAN'DDUMOSAM DRAW BY: O.A. DATE 1-29-08• LE>,Ex
Didtlm PRDPRETART, AID CONPDOm DRAWING VILE: n
P.O. BOX 368 YA1kAUl5 OF J11COBSEII NtJ WAA)1MM ,I�\
90 MAIMS AK PRo� TO 1W END ZONE RAFTER/OVERHANG ASSEMBLY
SAFETY HARBOR, FLORIDA 34695 FS"l FOR SPD Z PIAW= AD NISI EE DRAWIRC NtUBM
PHONE (727) 726-1138 WT CmEm aK AND zm Hm am AD-PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
TRIPLE WIDE CENTER SECTION PI AK —
SITE INSTALLED DECKING ON PITCHm NO BLOCKING REQUIRED
TRUSS SECTION k REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SECTIONS (2 FULL
ROWS OF SHEATWNG) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINESITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
f_
0
WINDZONE III
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: EMEER APPROVAL- DAM APPROVAL'
1. 1/8' MAXIMUM GAP AND 1/16- MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 W a�,� �:` Revised
SPAN RATED) DECKING (EQUAL OR BETTER). jpi�71 {'i. L:J� �:�, r .�- Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 �flC�, c• :il:'F;�, !i+0. SAME DECKING PATTERN.N 14 iNC.
FEDERAL MANUFACTURED HOME
4. FASTEN DECKING TO ROT FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3' 0 C EDGES AND FIELD
JACOBSEN HOMES 1NESE Moo „O oo IN DRANK BY: Q A 10_24_07 RU `EM'
a wmL PROpmumY, me caHFFooFTHIL DRALLINC TITLE: /�
P.O. BOX 368 1 ATIMALS of " AK F" C111M H
N- SUCH wTtmxS ARE FRDVID TD THE ON SITE PITCHED ROOF DECKING INST.
SAFETY HAR80R, FLORIDA 34895 FEpEDT FOF SWX F1(BW NO WM BE DRAW NUli M
PHONE (727) 726-1138 m 03FMTAL AIO Sm FRW o1Fm AD—PR-7004
21
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR OUANTITIES)
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
DAPIA APPROVAL'
4PPROVED BY
Revised
Oct 25,2007
iNC.
'EDERAL MANUFACTURED HOME
:ONSTRUCTION AND SAFETY STANDARDS
ODD JACOBSEN HOMES NOTICE DRAWN BY: DATE: REV LETTER
,,,� �aFlcATxRrs „M MWI1a „M O.A. 10-24-07
ORIWAL, RWRETA", AM CONFTOEN1MlL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF ,,,s AEN YANDFACTo THE
rRc �, ,,,,� � m� � � SITE INSTALLED PITCHED ROOF VENTS
SAFETY HARBOR, FLORIDA 34695 RECMT FOR SPEORC M PM AM MAT BE DRAWING NUMBER:
PHONE (727) 726-1138 KM CONFID nk MND SECRET FROM OTHERS AD—PR-7005
24
ROOF VENTING
3
to
W
MARRIAGE WALLS I I
TV Im SEE K CUTOUTS FOR
YENTAATXII or ROOF SECTION
(SEE OIARI FOR REOUIREMENTS)
100 SA. IN. CUTOUT VENT HOLES
N
REQUIRED 1N FLAT ROOF SECT10
(1501 X SECTION LENGTH: CUTOUT MES:
0 TO IV-6' 1
15-6. 10 31'-3' 2
31'-3" TO 46'-IIT 3
46'-10' TO 67-6' 4
62-6 TO 68 -0' S
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
I
I MARRIAGE WALLS
Ir I
of LOW VENT LOW VENT
•-r R-)
....I 1 1 1 1■ 1
I
1 050 S0. IN, VENTS REQUIRED
1 `3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
R i i ■r
--------------f--
�Ya 1 `CENTER LINE OF CENTER SECTION
(W) = YCTAII IE11GT1E N01 Im LOW 101E
10 3I•-r Np[ we
*W 10 6r- r 2 1 EA SQ
ii 10 61r-r 3 1 2 EA ME
Owl .N AWIM 10 OIOWAG 1015
SN I f_,I` TYP- SO SQ. r1 ROOF VENTS f--�
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
l MARRIAGE WALLS
I
I SITE INSTALLED CENTER SECTION OF ROOF.
I
JACOBSEN HOMES
I
P.O. BOX 368
SAFETY HARBOR FLORIDA 34695
PHONE (727) 726-1138
NOTICE: DRAWN BY:
m3E SPEOFICAmG Am ORAm"M ARE R.R.
QVDk L PRWIMIA". NO OOIi1DENTIAL DRAWING, TITHE:
MALE MS OF VZOBSDO 11ANNACANW
BE RM 11A11J✓! ARE PRMW TO K
REETP80 FOR SP = P11 FM NO W51 WI DRAWING NUMBER
IOpT c0i1p0 xq ANI .oxi FROM o*m
3
0
Z
W
� Y
I ¢
,m]
ROVED BY
oaft—
JUN 1�
ANC.
MANUFACTURED HOME
CIIDN AND SAFETY STANDARDS
- 01-22-04 -
ROOF VENTING
AD-PR-7006
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
I
I MARRIAGE WALLS
Ir I
of LOW VENT LOW VENT
•-r R-)
....I 1 1 1 1■ 1
I
1 050 S0. IN, VENTS REQUIRED
1 `3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
R i i ■r
--------------f--
�Ya 1 `CENTER LINE OF CENTER SECTION
(W) = YCTAII IE11GT1E N01 Im LOW 101E
10 3I•-r Np[ we
*W 10 6r- r 2 1 EA SQ
ii 10 61r-r 3 1 2 EA ME
Owl .N AWIM 10 OIOWAG 1015
SN I f_,I` TYP- SO SQ. r1 ROOF VENTS f--�
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
l MARRIAGE WALLS
I
I SITE INSTALLED CENTER SECTION OF ROOF.
I
JACOBSEN HOMES
I
P.O. BOX 368
SAFETY HARBOR FLORIDA 34695
PHONE (727) 726-1138
NOTICE: DRAWN BY:
m3E SPEOFICAmG Am ORAm"M ARE R.R.
QVDk L PRWIMIA". NO OOIi1DENTIAL DRAWING, TITHE:
MALE MS OF VZOBSDO 11ANNACANW
BE RM 11A11J✓! ARE PRMW TO K
REETP80 FOR SP = P11 FM NO W51 WI DRAWING NUMBER
IOpT c0i1p0 xq ANI .oxi FROM o*m
3
0
Z
W
� Y
I ¢
,m]
ROVED BY
oaft—
JUN 1�
ANC.
MANUFACTURED HOME
CIIDN AND SAFETY STANDARDS
- 01-22-04 -
ROOF VENTING
AD-PR-7006
Owl .N AWIM 10 OIOWAG 1015
SN I f_,I` TYP- SO SQ. r1 ROOF VENTS f--�
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
l MARRIAGE WALLS
I
I SITE INSTALLED CENTER SECTION OF ROOF.
I
JACOBSEN HOMES
I
P.O. BOX 368
SAFETY HARBOR FLORIDA 34695
PHONE (727) 726-1138
NOTICE: DRAWN BY:
m3E SPEOFICAmG Am ORAm"M ARE R.R.
QVDk L PRWIMIA". NO OOIi1DENTIAL DRAWING, TITHE:
MALE MS OF VZOBSDO 11ANNACANW
BE RM 11A11J✓! ARE PRMW TO K
REETP80 FOR SP = P11 FM NO W51 WI DRAWING NUMBER
IOpT c0i1p0 xq ANI .oxi FROM o*m
3
0
Z
W
� Y
I ¢
,m]
ROVED BY
oaft—
JUN 1�
ANC.
MANUFACTURED HOME
CIIDN AND SAFETY STANDARDS
- 01-22-04 -
ROOF VENTING
AD-PR-7006
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED VENT CAP
SITE INSTALLED FLEX DUCT
(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 W. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4— 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
-` SITE INSTALLED FLEX DUCT
SHEET METAL
SCREW
0-'%'—'FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
ITE INSTALLED) r(S-,,S—
)
COUPLER
s(SITE INSTALLED)
0' VENT PIPE
_o-(FACTORY INSTALLED)
DETAIL ' B'
APP OVED BY
juji 1 0
INC.
FEDERAL ANUFACTURED HOME
rnNSTRIJ TION AND SAFETY STANDARDS
NOTICE DRAWN BY. DATE REV. LEIIER:
JACOBSEN HOMES THESE SPEOMOD1SAMMAWJGSW R.R. 01-23-04
ORONAL PROPRIETARY. AND CWMTIAL DRAWING IRE:
„ P.O. BOX 368 W- Rwol s °i'C0�" wN1IIW Tro O TK PITCHED ROOF EXTENDED VENTS
nc RICHw1E1dIt5 ARE PROvoED IE
SAFETY HARBOR. FLORIDA 34695 RECFEIIT FOR SPECIFIC FUWO!ES IRO NMI K DRAWING NUMBER -
PHONE (727) 726-1138 IVI COIiMlq AND, SECRET FROM OHM AD—PR-7W7
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15j FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
150 FELT TO HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED VATH A 6' WIDTH AROUND
AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS, PERIMETER OF ROOF.
I
r- -1 r 1 r= r -1 I FIELD INSTALLED ROOF SHEATHING (TV) , b1
I{ I I I I I
I 6' WIDTH OF ROOF CEMENT WHEN w
I I I I OPTIONAL 15f FELT IS INSTAUED.
r'T
r I r i I I I I
—
I
r r OPTIONAL LAYER OF 151 FELT
J 1
I I I I I I I l l l l I I I I 1 1 1 1
r� I
ONE-PIECE SHINME
' UNDEIiL11YMEM
ROOF SHEATIIRHG (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
T/z'
TO
FASTENING DETAIL VANDZONE III
(110 MPH)
ALL EXPOSURES
NOTES: ENGRM APPROVAL DAPIA APPROVAL
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTEO. Revised
2. FASTENING OF OPTIONAL 15j FELT IS NOT REQUIRED. (FASTENERS APPLIED �Z IN Oct 29,2007
ARE JUST TO HOLD FELT 1N PLACE UNTIL SHINGLES ARE INSTALLED.) ,30a E;. ►,1U .U,8n. 174NC.
ME
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS `1 Eng. wcfljjl'g, InG• EDERAL CTIONMANLAND
SAFEJRED Y STANDARDS
NSTRUCfpN AND SAFETY STANDARDS
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JAC O BS EN HOMES
IONs NOT10
„� sPH:Ts11:ATAM t>R„Mncs,w€
ORAYN BY.
O.A.
"ATE
10-24-07
REV. LETTER:
P.O. BOX 368
WWI. PRaPWART. AND WIFIDENIIAL
YA1 OF JAC SENAM wANIffA RC
DRAWING TITLE:
SITE
Nc, slal wATET11Ats ARE PROIIOED ro PE
SLIM m Dg
INSTALLED SHINGLE ANO UNDERLAYMENT
SAFETY 95
�' NUMBER:AD—PR-7008
PHONER(8R)F726-D138
07 ONODM MV SE00 M OIRS
27
TYPICAL _FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS TYPICAL SHINGLE ROOF
h
ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING. JOY 1" MINIMUM ROOFING NAILS
OR .113" X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR
iASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE To THE FLANGE AREA NTH ROOF-
ING MAS71C (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. MATH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES. VATH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DAPIA APPROVAL -
NOTES:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X 1' X 16 GA. APPROVED BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
I, 113vu Jul
1HINC.
FEDE1 AL MANUFACTURED HOME
CONS RUCTION AND SAFETY STANDARDS
NOTICE MAN I BY: DATE REV. LETTER
JACOBSEN HOMES msE sK0ncA1ONS AW MAC AK M.T. 02-04-04
oRawAL FR MIA" NO COWMTK DRAWIG TITLE
P.O. Box 36e MATOWS
ACFACT~ TYP. FLASHING INSTALLATION
SAFETY HARBOR.
FLORIDA
34695 RCIMI fOR�9'Efs1C RFPM NO WbDRAWNG NWBER
PHONE
AD—PR-7009
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
l VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-I)CYNS 'h101 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WHEN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE :NSTAL0
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME 11E-DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ OF
ZINC COATING PER SQUARE FOOT OF STEEL
S. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0* (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MUL11-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 1.0 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAW I -BEAM (AS SHOWN ON TYP. 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 THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION R@ TYPE OF SOIL IN
WHICH X ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SUDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, IMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG P,EQUEEMENTS. ALL BLOCK:NG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES
OTES - - ENGINEER `'QQLU nuAlll/l�A'` DAPIA APPROVAL
�sTD ROVED BY 1,4 ,,...
THESE NOTES AND DETAILS ARE APPLICABLE :• Q' No. O
FOR WIND ZONE 1I AND/OR WIND ZONE III. THEY — ENE8703571 i 1 5
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' INC
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH. TAjc ��, ,
6/44 ��� ArosAxnswov+os
F� .N ......
NOTICE AA DATE: REV, LETTER:
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS ARE """"' C.L.Y. 5-19-95
■ ORIGINAL, PROPRIETARY, AND CONrIDENTIAL DRAMNG 71TM / `
P.O. BOX 368 uATERIALS OF JACOSSEN 4ANVFACTUMNG TD-GENERAL NOTES ,/ a`
„ SAFETY HARBOR, FLORIDA 34695 DIc SJOH MATERIALS ARE PRONGED TO THE
PHONE (813) 726-1138 KPPCG+ MITIAilu uo OV FRW OTil[ M DAw1NG NUu5 R AD— TD-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE II
WIND ZONE III
FLOOR
MIN• OTY.
ANCHOR
MIN. OTY.
ANCHOR
WIDTH
EA. END OF
N
EA END OF
AHCRF
fi� VV
EA SECTION
YIN.. B
FA SECTION
MOH. 6
20'-0'
2
36'
2
45'
24'-0'
2
1 46'
1 2
60'
254
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
R1DTH
EAVE
OVERHANG
SPACING
DEL
DEL HEAD
ANCHOR ANGLE
SPACING
DEL. HEAD
LOAD
ANCHOR ANGLE
20'-0'
12"
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-0'
1 .12'
1 8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
25-4'
12-
8'-0'
31501
4D'-50'
6'-8'
31501
40'-50'
26'-8'
12'
8'-0-
31501
40'-50'
6'-8'
31501
40'-50',
LONGITUDINAL TIE -DOWN SPACING TABLE
j�
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
ANCHOR
MIN. OTY.
ANCHOR
WIDTH
�
ANGLE
EA END OFANGLE
N
EA SECTION
lox. B
EA SECTION
MIN.. B
20'-0'
2
50'
2
68'
o
1
24'-0'
2
70'
3
501
25'-4'
3
45'
3
1 60'�
26'-8'
3
45'
3
60'1
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Ht
FLOOR
YAD1H
EAVE
OVERHANG
SPACING
m_ HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL. HEAD
LOAD
ANCHOR ANfiE
20'-0*
12'
5'-4'
31501
40'-45'
4'-0'
31501
40'-50'1
24'-0'
12'
1 5'-4'
3150Q
40'-50'
4'-0'
31501
40'-50'1
25'-4'
12'
-4'
31501
40'-50'
4'-0.
31501
1 40'-50'1
26'-8'
12'
5'4
3150#
40'-50' ++++
111111„ '-0'
31501
40'-50'1
CITES:
ENGINEER` • O 4
•
DAPIA APPROVAL-
1. SEE AD-TD-D001 FOR ADDITIONAL REOUIREMENTS.
AST,-
��`���0? GAST,-
Q o'.
No. F ' 2 ��APPROVED
BY
2. SEE AD-TD-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
-
= ENE8
5 IM
o>= �
INC,
/P •Z
�.,� ��;••., OIA G\ ��•
FEDEPA UWOWILOO KM
1Xl.SIgICtpINp54RTTSGVOYLtp
JACOBSEN HOMES
NOTICE:
THESE SPECIFICATIONS AND DRAWNDS ARE
iCIPAR11 •
C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. BOX 368
CiEGTNAE. PROPRIETARY, AND CQNFIDEH7K
MATERIALS OF JACOBSEN LIM"AUMING
INC. SUCH MATERI&S ARE PROHDED TO THE
DRAWING TITLE
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
IpT� qN� � A� � O M
DRAWING NUMBER:
AD-TD-0010
30
ADDENDUM
ALTffi2NATB TEE- DOWN SPACING TABLES
��l ZONE Il &III/Eli. C kvo �
G
t �
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
EDTH
WIND ZONE II
WND ZONE N
Nat 0.
ElL END
EA. sECI�N
Akm
ANGLE
hut. a
K ofl.
EA. S OF
EA. sECAOR
MOOR
R LE
MR 9
23'-4'
2
54'
3
40'
24'-0'
.2
54'
3
40'
25'-4'
2
60'
3
44'
26'-8'
3
38'
3
48'
3O'-8'
3
4T
4
41'
jl
i�
VERTICAL TIE -DOWN /FRAME
TIE -DOWN
(SEE NOTE #4 FOR ANCHOR ANGLES)
SPACING TABLE
MIN.
i�MDi�H
IMAX
OV R 1ANG
END ZONE II
WIND ZONE nl
SWINGANCHOR
LOAD
ANGLE
SPACING
LOAD .
ANOIOR ANGLE
12'
5-4'
31501
40=45'
5-4'
31501
351-C
12'
64
31M
40'-45'
5'-4'
3150#
35-40'
254
12'
54
31501
1 40'-45
6-4'
3150#
3-409
IV-8'
12'
54
31501
40-45'
5'-4'
3154
1 35'-40'
30'-8'
12'
54 -
3150#
40-45•
54
3150#
1 35'-40'
(SEE NOTE #4 FOR ANCHOR ANGLES)
oe��ee4osoa�taB�o°
DpF
°°C� .•••E •• OF°��
(�� 4648
. oal
- O
.a a r .�
m / u
m I(( LrSJ
O
°esS�0NA� ,�� o°
NOTES:
1. SEE AD-TO-MM FOR ADDITIONAL RWREIEIM
2 SEE AD-M-CMU FOR MOM PIER HM15 R40M FOR THE I=
TABU 10 ABOVE
I 11E-MM DESIGN ON THIS PAGE APPLICABLE TO DOUBLE WlDES ONLY,
4. 00 M010 ANGLE SHOWN IN THE CHART MM CANNOT BE A011EM,
INSTALIFD AH APPROVED STMILM PLATE
REF. CALC.
C-TD-215.01-215.20
APPROVED BY
NAJan 16,2009
INC.
FEDERAL ■ANDFACiLRED HOME
OONSTRUCfION AHD sAFEn 7ANDARDs
NOTIC& MAWS O1 M.T. 06-04-09 - - --
JACOBSEN HOMES RM owmwL n� Aw L DRAVING71
P.O. Box 36e MATEIO" OF MANUFAr0UW G ALTERNATE SPAaNG TABLES
W. SUM IRTE M ARE PRdYOED To IM
SAFETY HARBOR, FLORIDA 34595 REIiW RR sFa>FIG Pff= AM MUSE K DRAW4NG NUMBER
PHONE (813) 726-1138 K" COMM AID MAET FROM GEMr7R5 AD-TD-0010.1
31
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
rM M-iu'wIu MUM Y[X W-NrwNl IAHU M AU-ID-U010 IME FER AD-IIFUDIO Ina MAX
FIGURE 1.0
SEE FIGURE 20 FOR ALTERNATE TIE—DOIIN IMOD
SEE NOTE 5 FOR
IWOAW HEIGHT
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE —DOWN 'slid_
NOTES: ENaNEER% DQ�O'�.,''� 1�QQ &Bv
I. SEE AD-TD-0010 FOR SPACING TABLES �jU�/t�J 1
2 SEE AD-TD-0010 FOR QUMAITY OF LONGTWAL TIE-DOVN STRAPS REQUIRED. , Q� No. '. 1I M.
3. SEE OTHER DUALS FOR BLOCIaNG (PIER) OUM71TY AND OTHER REOuR04ENTS. ENE8703571 I^ vr�
4. SEE AD-M-OMI FOR AMONAL REQUIREMENTS. - '
5. ZONE 2/EXPOSURE 'C': 60' MAXMUM HEIGHT
ZONE 2/EXP05URE b': 44' MAXMUM HEIGHT
5 .p •
'p •,. S dTr
7��9 P
�` '�� IRM
ZONE 3/EXPOSURE V: 40' MAXMUM HEIGHT
�•
REF. CALCS:
ZONE 3/EXPOSURE b : 36' YAXMUY HEIGHT
�iFs+S-o N
JACOBSEN HOMES
Tv°s1cH:
THESE
G`"�"�
C.L.Y.
DATE:
3-27-95
REV.
El.
P.O. BOX 368
\I
sPECIFICA11ONs AND olurwa ARE
ORIONAL. PROPRIETARY. AND =ffVENTK
MATERIALS OF JACOMN MANUFACT"G
DRAWING TITLE:
FIGURES 1.0 AND 1.1
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
W_ SUCH MATERIALS ARE PROVM TO THE
REOW FCR S VNX KWM S NO UMT SE
IVT CoIonE
DRAMANG NUMEIER:
m AND SEGREI I m own
AD—TD-0011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
n.mueun Tnr nnm&l CDAI4AIP_C
FIGURE I.0 ® ts"HMO%,
®® C ®0,�-� `°A®
0% 0�;. °•�° s
m'
0
°
O)..
l[/' l4b
oil
TYPICAL CROSS SECTION
tm. RACt sISTB1 TYP. ass-uB®et SN A'
MOWING TIEDOWNS eege®as�e®°o°
Cusses
SE ROLE 5 FOR
WINERY mff
li
l— ANCHOR MOLIE (SEE ROTE P) ARCHM MOE (SEE ROTE P)
FIGURE I.I
(DESGN BASED ON 951/f 1—BEAM CENTERS 0 96' HIGH 9DEWALLS)
ENS APPROVAL: DAPIA APPROVAL'
rro'rs: APPROVED BY
1. SEE AD-7D-0010.1 FOR SPACING TABLES.
i 2. SEE AD-70-0010.1 FOR QUANITY OF LONGIIUDIAL TIE-000 SIM REQUIRHD. sun 16,2009
1SEE OTHER DETAILS FOR BIACNIRG (PIER) QUANTITY APED OTHER REWIRENENTS. N N C .
4 SE 0-10—ODDI FOR AMMONAL REWIRENENTS FEDERAL MAXUFAMIRED HOME
CONSTRUCTION AND SAFETY STANDARDS
5. ZONE 2/EI0'OS<IRE 'C': 67^ MA) MUM HEIGHT
ZONE 3/ MIRE 'C: 56' MAUUM HEIGHT REF. CALCS:
6. *EN ANCHOR ANGLE SHOVAI ON AD-ID-0010.1 CA Ur BE A(HEVED. C-T0. 215.01 - 215.20
INSTALL AN APPROVED STAGLIZER PLATE
NOTIC>a DRAWN BY: DATE: REV. �M
JACOBSEN HOMES mx T,,w AND DRAW= ARE I.T. O6—o4—os
orSaNu PRDPAIETARK ADD caIETOE++nu DRAVANG 1111E:
NATiiW of aAcoesEH mmuFACitIAING FIGURES 1.0 AND 1.1
P.O. BOX 368 Nt SIM)I YAIDUALS ARE PRGMEDM 19
SAFETY HARBOR, FLORIDA 34695 Rt MIN FOR 9QOi1D PUi US AND TUBE G DRAWING NUMBER
PHONE (513) 726-1138 ME" ctfIAOBOIAL AND MU FRM D MIK AD—TD-0011.1
w
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
-On.
ANaort
MIN. Y.
ANCHOR
OFA
V�0T1i
A END OF
S2CTICN
ANGLE
MIN. 0EA
EA ENDD OF
SECTION
ANGLE
GLE
WIN. B
12'-0'
2
43 '
2
55'
13'-4'
2
50'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPAONG
AD
DB OAD
ANCHOR ANIGLE
11'-0'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50`
13'-4'
6'
8'-0*
31501
40'-50'
6'-8'
3150#
40'-50i'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. on
ANaaR
ulrt on
ANCHOR
1 o
WIDTH
EA END OF
EA SECTION
ANGLE
YIN. B
EA END OF
EA. SECTION
ANGLE
MIN. IG
12'-0'
2
64'
3
47'1
12'-0*
3
37'
4
33'1
13'-4'
3
42'
3
55'1
13'-4' 4 30' 4 38'1
VERTICAL TIE —DOWN / FRAME
TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
0VVHANG
SPAONC
DEL HEAD
ANCHOR ANGLE
SPACING
DEL HEAD
AN010R ANGlf
LOAD w
I
12'-0"
6'
5'-4'
31501
40'-45'
4'-0'
315011
40'-50'1
13'-4'
6'
5'-4'
3150p
40'-50'
4'-0'
3150#
40'-50'1'
TES:
ENa;EER�O O�.•I�
DAPIA APPROVAL
1. SEE AO-ID-000l FOR ADDITIONAL REQUIREMENTS.
APPROVED BY
2. SEE AD-TD-0013 FOR MAXiIU11 PIER HEIGHTS REOUIRED FOR THE LOADS
Z Q NO. O
TABULATED ABOVE
ENE$703571 -_
IN 1 5
3. MAX. EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.IN
* -
AINC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
�1STA_ jrtx
WwJ�cru®
cnsia�awosMTYawoMlDo
I -BEAM SPACING, 96- MAXIMLW SIDEWALL HEIGHT AND 6- NAXMU11 SIDE
OVERHANG
%. ,4�''. /h ����
�
��i� OI/LN.
(6' OVERHANG ►IAK EACH SIDE OF LMIT).
. ��
JACOBSEN HOMES
N0710E: ��/1t! t► 1111�
THESE SPEC4.ICATIDNS AHD DRAWINGS ARFI
¢
C.L.Y.
DATE: -
5-30-95
REV. LETTER.
■
P.O. BOX 368
SAFETY HARBOR
CRONAL, PROPMETMY. AND OWnD(NTIAL DRAWING
MATEJCALS OF JAM6SEN UANUFACTLWNG
W_ SUQt YAXFtkS ARE PRONDED TO THE
H
TITLE;
NORM. SPACING TABLES
34695
PHONE (,,,)FLORIDA3726-1138
REDpjW FOR 9KTi1C PJPAOYS MD NM7 BE DRAWING
arT uwmrPk MO 700 FKU ODOM
NUMBER:
AD-TD-0012
34
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.2
SEE FIGURE 2.0 FOR ALTERNATE TM —DOWN 1MD
M E mm
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE M—DOIIR NOD
u SEE AD-TO-0012 FOR SPACING TABLES AND NOTES.
SEE AD-TD-0012 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED.
SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REWIRENENTS.
SEE AD-TD-DD01 FOR ADDITIONAL REOUIREMENTS.
ZONE 2/EXPOSURE V: 30' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V: 48' MAXIMUM HEIGHT
L !ONE NI OSURE :C:- 28- MAXIMUM HEIGHT
ZONE 3AXPOSURE 0: O' MAXIMUM HEIGHT
SEE NOTE 5 FOR
MAXYUY HOWT
No. 9FO�2
ENES703571
'SfiATvl OF
F� IA...` N '
JACOBSEN HOMES rTo�c>~ •RAVZ/�� 14
1HT:57: SPECIFICATIONS AND DRATMN09fA>�
ORIGINAL, PROPMETARY, AND CONFlDENTIAL
„ P.O. BOX 368 MATERIALS OF JACOBSEN M MUFACTURIFtG
ING SUCH MATEKAS ARE FRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 KCPENT Fart SKCFIC ROM AM IMIST BE
PHONE (813) 726-1138 nPT COtZr10E1tTUL AM WOO FROM ODERS
APPROVED BYpA,
's
L
Z
JA#+ :f
.� INS,
,EL:tvAw LFACTLWMfflE
DATE REV. LETTER:
CY..L.5-19-95
FIGURES 1.2 AND 1.3 A
R: AD-TD-0013
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAIL PER AD-ID-WID WU 11Y AD-10-W10 IA&L PER 10-ID-OG10 TABLE PER AD-ID-0010 TAIAL PER AD-TD-0010 TABLE m
FIGURE 2.0
SEE FIGURES 1.1
AND 1.3 FOR TYP. CROSS -SECTIONS)
IN% ``,,, 1111111111,„J,'
,
NOTES
C� pAOVJi., _-Co'/i
` Q STEq' •.,L'%,
DAPIA APPROVAL
I. SEE AD-TD-0010 FOR SPACING TABLES
_
�:No. Fo
APPROVED BY�
2. SEE AD-TD-0010 FOR QUANITY OF LONCITUDIAL TIE -DOWN STRAPS
REWIRED. _
ENE8703571
5
3. SEE OTHER DETAILS FOR BLDCKING (PIER) QUANTITY AND OTHER REOUREUENTS
•
4. SEE AD-1D-0001 FOR ADDITIONAL REWIRCUENIS.
(� j�
I �J
�'f• t,
Vim•.•//►,� ��\ ••'Civ,�
`. • Y \ V� `.�
Fix%WwiK7U®I"
W67RrCtn�NO SYiITSP1d�T1
JACOBSEN HOMES
NOi10E:
THtse sPEanunol+s u+o oRAwHGs ARE
DRAWN BY:
C.L.Y.
DALE:
5-19-95
REV. LETTER:
■
P.O. BOX 368
CRILINAL, PROMIARY. AND Ctt1F1pFNTIAL
MATERIALS OF JACOMN "AJAIFALTUPoHC
u+C APE FRONDED To THE
n
DRAWING TITLE.
FIGURE 2.0
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-1138
ftECP[RT fCR S°ECF1C P,PPC&S A!D WST BE
OT R !PECM
PUT cmm nk MO S:CRET n= omm
/{-�`
DRAWING NUMBER
AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DON SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE VIEW DF MAIN FRAM_
TIE —DOWN STRAP
SEE 01WER DETAILS
FOR TIE—DCNN STRAP
SPECIFICATIONS.
APPROVED ANCHOR VrE DED TO
MAIN I —BEAM (SEE OTHER DETA13
SEE AD—TD-0200 FOR FOR wELONG) 70 BE INSTALLED
RADIUS CUP DETKLS LS AT THE FACTORY.
(REWIRED TS T (MIN 31501 WCRAtING (DESIGN] LOAD
A.Y9 4725j ULTWATE LOAD.)
o GROUND ANCNCR
° SEE OTHER DETAILS FOR SIZE,
ANGLE AND OTHER INSTALLATION NOTES.
FIGURE 2.1
SCUD HEADER (CROSSMEMBER)
FRONT VIEW
3' X 3/4' (= 1/2) a MUST BE LOCATED
CUT INTO HEADER
FOR STRAP ATTAChTAEITT, VNTHIN 5' OF MAIN
(FACTORY CUT) CHASS i—SEAL.
PDOT SEE AD—TS-0200 FOR
RADIUS CUP DETAILS
j
I
SEE AD-70-020J FOR
RADIUS CUP DETAILS
(REQURED THIS LOCATION},
1
I
REWIRED THIS LOCA i1CN).
—1-
5'
TTE—DOTM STRAP
SEE OTHER CETAILS
SIDE VIEW
FOR TIE —DOWN STRAP
SPECDlCAT10.NS.
o
/
GROUND ANChOR'
SEE OTHER DETAILS FOR SIZE,
°
ANGLE ANO OT.iER I13TAWTION !:C =S.
NOTES:
1. SEE AD—TD—OC10 FOR SPACING TABLES.
2. SEE AD—TD-0010 FOR OUANITY OF LONGITUDUIL TIE —DOWN STRAFS RCOJ:RED.
J. SEE OTriER DETAILS FOR BLOCKING (PER) QUANTITY AND OTr1ER REOMEMENTS.
4. SEE AD—TD—D001 FOR ADDRANAL REOUREMENTS.
JACOBSEN HOMES
P.O. BOX 363
SAFETY HA (8 3� F�ORIO 13334695
•,��y �A1:J..t:klaq.l�a
CA
hUY APPROVAL::, ,.
EPA,.,: _ _..
'O � �Ts1ic' .:'I •*
`YONAI
;r,
��lllIJ111111111�
A.\CHOR BRAO(ET AND TL—GOWN
DEVICES ARE CERTIFIED BY OTHERS
1;077Ce. CRANK BY.
C.L.Y
TrS°EVI:AZONS AND CRAIIIZ ARE
►T3
OAIGNAL FALIRCiART. AND CCNmTIA' CRAWWG TiTUL
VAT'3i14S OF JACOBSEN AIWACTLIMR3
TV_ SLICK YArutmS ARE PRODED TO THE
X"T ra SPECSIC P.iA7M AW mm E DRAWING NWBEk
wi fDAnXNIAL AA7 SED'trT MOM own
FIGURE 2.2
DAP.A APPROVAL:
DATE. 6-13-95 REV. LITER:
FIGURES 2.1 & 2.2
AD- TD- 0015
37
LONGITUDINAL STRAP ATTACHMENT
TYPICI
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES:
I. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL STRAPS TO BE TYPE 1, FINISH B, GRADE 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.
1M CLAMP, MANUFACURED BY
ENGINEERING, PART 159011
I.lrL MMRIJ ACTURERS INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL
A PROVED BY
jljm 15 2
INC
EDE AL MANUFACTURED HOME
:ON RUCTION AND SAFEFY STANDARDS
NOTICE% DRAWN BY. • . DATE: REV. LETTER:
'JACOBSEN HOMES THESE SPEORCATIONS AND DRAWINGS ARE M.T. 6-12-01
CRIGINAL, PROPRIETARY, AND cmADENTIAI DRAWING TITLE:
„ MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 369. INC. SUCH MATERALS ARC PRONDEO 10 THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR. FLORIDA 34695 RECIAINT FOR 9WX FNRPOTS AND. MUSE BE DRAWING NUMBER:
PHONE (727) 726-1138 NETT CONFIDDMAL AND SECIO FROM OTHERS AD- TD-0016
38
ADDENDUM
VQ�gls
��
OFFSET UNIT TIE -DOWN SPACING TABLES Ott
1
ZONE II & III/EXP. C & D `� T
LONGITUDINAL TIE -DOWN SPACING TABLE
E+1
MIN,
WIND ZONE II
WIND ZONE III
MIN. CITY.
EA. END OF
ANCHOR
ANGLE
MIN. OTY.
EA.
MKAOR
ANGLE
�l
FLOOR
O
WIDTH
EA SECTION
YIN. e
EA.SECTIOO N
SEC
Ttut e
10'-0'
2
44'
2
56'
12'-0"
2
57'
3
42'
13'4
3
38'
3
50'
VERTICAL TIE —DOWN •/ FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DB HEAD
ANCHOR ANGLE
SPACING
DBHEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
10'-0"
12"
4'-0*
31501
40'-50'
4'-D'
31501
40'-50'
12'-0"
12"
4'-0'
30001
40'-50'
4'-0'
31501
40'-50'
IS-4'
12'
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. OTT.
ANCHOR
UK QTY.
ANCHOR
FLOOR
WIDTH
EA. END OF
N
EA. END OF
ANGLE
O
EA SECTION
YIN.. B
EA SECTION
MIN.K 6
10'-0'
2
64'
3
46'
12'-0*
3
50'
3
68'
4
48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEA'J
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-O"
12"
4'-0'
31501
40'-50'
2'-8'
3150#
40'-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'4
3150#
40'-50'
13'-4"
12"
4'-0'
3065,1
40'-50'
2'-8"
30001
40'-50'
NOTES:
ENCIN N G''�"`OQF� A
VAUrt-D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDUHC BEYOND THE ENDWALL OF
O`C,•''G\ST•�F�
�:'Q�' C� �•,
REVISED
THE ADJACENT SECTION MUST BE 71ED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
. '•
3
•.
WITH THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
SEP 0 9 15
BE TIED DOWN IN ACCORDANCE V47H THE NORMAL SPACING TABLES (AD-iD-0010). ;
;"
• �.
INC.
2. SEE AD-M-DOOI FOR /+ODITIONAL REQUIREMENTS.
"n �, r
3. SEE AD FOR MAXIMUM PIER HE H7 REWIRED FOR THE LOADS TABULATED
��`•'• ��� :•' �` FED
��ir�F�'�,'• L71A '��`��t
RAL MANUFACTURED HOME
SAFETY STAND
ABOVE
CO
STRUCTION AND
JU
I]O
JACOBSEN HOMES
THESE sPEonunalNOTICE: 4ET11
s AND oRAwJ+GSME
@m
R.R.
DATE
8-27-96
REV.LETTER:
o
SIR;
P.O. BOX 368
ORIONAL PROPMETARY• AND CONEIOENTIAL
MATERIALS OF JAC085EN YVEACMtRIC
[NC. S1Ia MATERIALS ARE PROVED TO THE
B
DRANIRING TITLE-
OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-1138
REOPINT Edt SPECIFIC PURPOSES AND MU51 BE
►VT COWIDENP.AE APO SECRET IR/M DINERS
DRAMING NUMBER:
AD—TD-0020
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
ti
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN 19THOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
um"
lom,
[TARES ON AD-1D-0020 jI M APPLY
TO TKIM STANDARD HULTI-WIDE SECTIONS
CF THE UNN -SEE NOTE 1, AD-TD-0020.1
TIP. FLOOR SYS"--7 TIP. CROSS -MUM
ANCHOR A� —.I 'R !' {--ANCHOR ANGLE ANm mamw ,a
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOVN iMOD It"V.II QY ALTERNATE TIE -DOWN MMOD
NOTES: ENGI 0**
DAPIA APPROVAL1. SEE ADM FOR SPACING TABLES (OFFSET SECnON ONLY). �``��•�k.G, NU f%oF�'-,+ 7NAPPROVE® RY�p.
2. SEE AD—TD-0020 FOR OUANITY OF LONGITUDU1L TIE —DOWN STRAPS REWIRED. All
(OFFSET SECTION ONLY) — ENE87�3571
ISEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS. '9 :.
f I
5. ZONE 2"OSURE 'C'. 44' MAXIMUM HEIGHT %� �� •.. /�t� �+ �: � � NC,
ZONE 2/EXPOSURE 'D'. 24' MAXIMUM HEIGHT (32' 0 24' WIDE MIN.)ZONE 3/EXPOSURE 'C'- 32' MAXIMUM HEIGHT
�i fit` '••.Y� �\� �� ?��s�t7TST�lI(wpd
ZONE 3/EXPOSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) �s`r�ONAL
N0710E DRAWN BY: DATE REV. LETTER:
JAC 0 B S E N HOMES THESE SPECIFICATIONS AND DRAINNGS ARE C. L. Y. 5-11- 95
ORIGINAL. PROPRIETARY, AND CONE "Rk DRAWING TITLE--
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING FIG. 3.0, 3.1 & 3.2 A
ING SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PIRPOSES N0 MUST BE DRAWING NUMBER:
❑� PHONE (813) 726-1138 KEPT COfa WRAI NO SECRET FROM OTHERS AD-TD-0021
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
r
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES OV ii�4 0AF1A APPROVAL
i
1. SEE AD-ID-0020 FOR S'ACL6 TASES (OFFSET SECTION ONLY). NOE9FO�s APPROVED BY
2. SEE AD-M-0020 FOR OUANITY OF LONOTIMAL TIE -DOWN STRAPS REOUIRM. Z
(OFFSET SECTION ONLY) NE8703571 I
3. SEE OTHER DETAILS FOR P OMNG (PIER) QUANTITY AND 07HER REOUIRu"TS. INC
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. T � t�j Q � I
0,��f••/�Q1AN�',.•���` WUARlC�O�ROSNEI:STKC•Vq
JACOBSEN HOMES
P.O. BOX 368
NOnCE •...
THESE sPEo,,.nONS AND DRArrNGS ARE
ORIONAL PROM TARt AND COHIMIIAI
YATERULS OF JACOBSEN YANUFACIURNG
DRAWN BY.
C.LY.
DATE:
5-11-95
REV. LETTTRt
n
DRANING TITLE:-
FIG. 4.0
pp
OPHONE
SAFETY HA?-cC�. FLORIDA 34695
uAc SUCH YAiEMU ARE PROMM TO THE
RrcpcxT rOR yrtCFX qMM AND UM e[
'H`
DRAwwG NuuBER
(B13) 726-113s
IVT COWMnk ►O SECRET rRa DINERS
AD-TD-0022
- 41
ADDENDUM
�Q�QgS E-DOIVN SPACING TABLES �
ALTERNATEZONE I
I &III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
0D ZONE III
uINENOTHY
ANCHOR
uIN.OTY. ANCOR
FLOOR
ANGLE
EA. END OANGLE
WIDTH
A SECTION
E. SECTION
YIN. A
FA SECTION WIN. 0
20'-0'
2
36'
2
45'
24'-0'
2
46'
1 2
60'
1
254
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
LNG - HEAD
ANCHOR ANGLE
SPACING
HEADNG LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'—O'
12'
4'-0'
36701
20'
4'-0'
3900# 20'
24'-0'
12'
1 4'4
37001
20'
4'-0'
3950# 20'
25-4'
12'
6'-8'
1 4000J
15'
4'-0'
3950# 22'
26'4
12'
6'-8'
1 39501
28'
4'-0'
3950 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
uHN. OTY.
ANCHOR
UK OTT.
MOOR
FLOOR
WIDTH
EA END OF
ANGLE
EA. END OF
EA gcnoN
1nN. a
EA. SECTION
KANGLE
uuN. O
20'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
1
254
3
42'
N/A
N/A
26'-8'
N/A
N/A
N/A
I N/A
VERTICAL TIE -DOWN / FR91E TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DB. HEAD
ANCHOR ANGLE
SPACING
D OREAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'4
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'4
40001
24'
N/A
N/A
N/A
254
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4-4
40DOI I
27' ,,,,,,,
, N/A
N/A
N/A
NOTES:
ENaN�kil APPRP1'AL-pOr`//,,
DAPIA APPROVAL
9FO�2''''�
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
No.
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
;• ENE8703571
ABOVE
_ �•
3. 20 N7DES -82" MAXIMUM I -BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
`�• • /�/L4��',\ ```�
.._..._.....-.....
JACOBSEN HOMES
Vil
VESE sKancAnONS AND DRAMNGS ARE
C.L.Y.
DATE
6-13-95
REV. LETTER:
MILE
ALT. SPACING TABLES
ORIONAL. PROPRIETARY. AND WN110ENTIAL DRAWNG
MATTRIALS OF JACOMN MR&WACARM
P.O. eox 36e
SAFETY HARBOR. FLORIDA 34695
HNC SUOi MATERIALS ARE PROVIDED TO X
REaPENT FOR SPECFX INSPOO"IRIST BE DRAWING
NUMBER:
AD—TD-0030
PHONE.(813) 726-1138
MT COMIDDIRAI AND SEMI FRW ODD
42
ADNDUM
ALTERNATE TDEEDOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIP. FLOOR STSTEM
TYP. CROSS-MEI®ER
au��s
Y4 _ ANOIOR MIGLE
MIm ANGLE----J -q
4' MAX KE FIGURE 5.0
SEE FIGURE 1.1 FOR RECOb[!MED M-DOWN MMOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
ROM HOGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TM USING THIS TIE-DOAN CONFIGURATION A ME CREST PRODUCTS MODEL 57SH (TYPE 2), AUGER ANCHOR ITIT'H A DESIGN IDAD (WORKING LOAD) RATING OF
4,000 POUNDS AND AN UITDLATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVI.ANT ANCHOR MEEI1NG THE ABOVE SPECIFICATIONS MADE BY
ANOTIM MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOlEaL
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
SEE AD-io-000l FOR ADDITIONAL P.EOUIREUENTS.
ALL WHD ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE '0'. HOWEVER, BY
'OUTBOARD'
1!
SEE OTHER DETAILS FOR BLOMNG (PIER) OUMITITY AND OTHER REQUIREMENTS.
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GRFJITLY REDUCED. SEE OTHER DETAILS FOR THE
111 FOR FIGURE 5.0 SEE ALTERNATE E-DOWN SPACING TABLES (AD-TD-DO30).
!T
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
:nnunn...
ENq NT41DPROVALTT.-
DAPIA APPROVAL'
ZONE 2 OSURE 'C': 37r MAX:Y.UM HEIGHT
�
2/EXPOSURE 'D': 27' MAWNIA HEIGHT�N,
'C':
-UFO,•`'%�
S T • `-:'/ ����
_
ZONE 3/EXPOSURE 30' MkC1.fUU HEIGHT
'D':
Ey'
�•' 6!;
ZONE J/EXPOSURE THIS APPLICATION IS NOT APPLICABLE.
`2�+ No, ,G
_
: TEVoir, 1
2.
JACOBSEN HOMES
NOTICE �Fr�I
TNESE SPECIFICATIONS AND DRAVANGS ARE
:DRAWN BY:
C.L.Y.
DAIS
6-13-95
REV. LETTER:
■
AA
OMONAL. PROPRJEURY, AND CGNFIDENTK
MATMALS OF JACOBSEN MANUFACTURING
DRAWING TITLE:
FIG. 5.0
I„
P.O. EOX 368
WC. SUOF NAnTdU ARC PROKED 10 THE
DRAWING NUMBER
AD-TD-0031
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REOPo1T FOR SrCFIC w+POSES AND YUST BE
IVT CDNFwnk AN) SE031 n= OTHERS.
43
ppVG��E
T ADDENDUM
pT{5 �
*PpVC►•� �5Ei�5
tNTS �•1' fL� �C�R g,13�� ��'� 6
F��1�E'p0 �T�Ogs ALT. OFFSET UNIT TIE -DOWN SPACING TABLES O
6'
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WWND ZONE ill
FLOOR
WIDTH
Rw• On'
EA. gEA END
CnON
ANCHOR
ANGLE
YIN. A
MIN. QTY.
EA. END
EA SECIICIG N
ANCHOR
ANGLE
WIN. B
S�
4O�
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
1
1
25'-4'
2
45'
2
58
26'-8'
2
48'
3
370
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACINGDOL
MEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
SAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40DOI
20'-30'
4'-0'
4000#
20`-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000# 1
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
.4'-0'
40001 1
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. OTY.
EA. END OF
ANCHOR
ANGLE
MDL QTY.
EA. END OF
ANCHOR
WIDTH
EcnoN
A g
MIN. a
EA SECTION
uIN: e
K
1 _
0�
20'4
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
1 45'
25'-4'
2
66
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III j
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DEL LOAD
i
ANCHOR ANGLE
FLOOR
EAVE
%10TH
OVERHANG
LOAD
26-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40001
20'-30'
2'-8'
4000#
20'-30'
254
12'
4'-0' 1
40001
ZS'-30'
3'-2'
4000#
15t-30'
26'-8'
12'
4'-0'
40DO j
25'-30'
S-2'
4000#
25'-30'
NOTES
ENQNEER`KfiVFil1111111//j/''
DAPIA APPROVAL
1. OFFSET SECTION M1H THE MARRIAGE LINE WALL EXIENDPIC BEYOND THE ENDWALL of
`��`v C"DOCO'�APPROVED
BY
S� E' �'•
: G '�\9F
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRV+GE LINE IN ACCORDANCE
1HTH THE TABLES ABOVE THE SIDEWAL SIDE AND THE ADJACENT SECTION(S) ARE TO
��:
' Q` �i0 OF2'.
BE TIED DOMM IN ACCORDANCE MTH THE ALT. SPACING TABLES (AD-TD-0030).
E F:E1 —NIP
INC
2 SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS.
—
r (V z
..'=: uATD"DA
C<1.: •.. v .•.. S.trT S1MG1l00
O
3. SEE AD-TD-0033 FOR MAXIMUM PIER HEIGHT REOIARED FOR THE LOADS TABULATED
%���'. / i y,•'a�
ABOVE
•
JACOBSEN HOMES
i� �_ m
mm sKaTlunars loT�o IHTAnN'4'S''
f `a a
TTT"'' C.L.Y.
DATE:
5-30-95
REV. LITTER
DRAINING TITLE
ALT. SPACING TABLES
ORIONAL. PROPRIETARY. AND a]IITDENTVL
MATERIALS OF JACOM MNAIFAMNIING
P.O. BOX 36B
SAFETY HARBOR. FLORIDA 34695
YIG S M MATERIALS ARE PROWLED TO THE
RECPDR FOR SPEOM P FMO NO WO EE
DRAMNG NUMBER:
AD—TD-0032
PHONE (813) 726-113a
JUT cOTfWTK MO gust n= OTrM
44
0E µpl ADDENDUM
ppt
N'p`1C►��y5 SIVIL
110N
`'1
Ltd ELV ';r0l
ALTERNATE
,off
TIE —DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
ANGLE ANGLE
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
MOM MIGHT I
LTA B ON AD-ID-0032 �EE
M THSE STARLIAim Y1L1OF THE UNIT -SEE ROTE I
M. FLOOR SISTDI, I TIP. CROSS-L1ilm
ANCHOR ANGLE MOM ANGLE
FIGURE 6.1
SEE FIGURE 32 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TO USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TIM A DESIGN IOAD (TORKDiG LOAD) RATING OF
4.000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVH.ANT ANCHOR MELTING THE ABOVE SPECIFICATIONS MADE BY
ANO'EiiER MARUFACIURER MAY BE USED IN ILU OF THE STYLE CREST PRODUCES ANCHOR
SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REQUIREMENTS.
FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
FOR nGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010).
(ALSO SEE AD-TD-0020 AND AD-ID-OD21)
ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D: 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C% 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXMUM HEIGHT
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL MUD ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D'. HOWEVER. BY
INSTALLING THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
D' DOE'
`STE
No. RFo �Z
NOTICE: /1/A DRAWN
THESE SPEOFICAMONS AND DRAWL ATt; I n FN
MONAL PROPR$TARY, AND CON11DDITML ORAWINI
MATERIALS OF JACOBSEN MANUFACTURING
DIG SUCH MATERIALS ARE PROVM TO THE
KO ENT FOR SPEOFX PJftZ AIO WST BE DRAPANI
FQPT COWMTIAL NO SEOV fRDM OTHERS
Iffil-A
C.L.Y
DAPIA APPROVAL'
►PPROVED BY
INAINC5
DATE REV. LETTEI
5-30-95
FIG. 6.0 & 6.1
AD-TD-0033
45
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/E.U. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
WWND ZONE II
WIND ZONE III
MIN.OTr.
ANCHOR
Yw.OTY.
ANCHOR
ti` V
FLOOR
lV
WDTH
A SECTIONEA. ENO Of
EA.
AN
YIN.. A
EA. END OF
EA SECTk7N
ANGLE
MIN. D
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
SIN.
MAX.
WIND ZONE If
WIND ZONE III
SPACING
D9LOAD
ANCHOR ANOE
SPACING
NG
HEAD
LOAD
ANCHOR ANGLE
FLOW
WIDTH
EAVE
OVERHANG
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
6'
54
38501
25'
S'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN. OTT.
ANCHOR
YIN. OTT.
MNCHOR
WIDTH
EA END
ANGLE
EA END OFANGLE
O
ON
EA SECTION
YDN. B
FA. gCTgH
MIN. B
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
FAIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
Low
ANCHOR ANGLE
SPACING
D0_ HEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6'
4'-0'
39501
25'
2'-8'
39301
20'
13'-4'
6'
4'-0'
39601
25'
2'-8'
4000 j
30'
THIS ALTERNATE APPLICATION REQUIRES4,,000 POUND ANCHORS
NOTES
ENGIIE(Nt-PR�L O� �/�
DAPIA APPROVAL
1. SEE AD-7D-0001 FOR ADDITIONAL REOUIREMENTS
.�`� O '•GVSTE-9 ' cc2 ''.
Fo
:Q�
APPROVED BY
2. SEE AD-TD-DO36 FOR MAXIMW PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED AB04E
No. s
= ENE3703571-_
-
�• __
,�1N i 518
7NrA
3. MAX EAVE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
= _
I \J
INC.
ABOVE TABLES APPLY TO I60' FLOOR OR 144' FLOOR WIDTHS VATH 95 1 2'�E�MIYNfAtII/®�pE
'• '��t` ' N7
W6Atb701A103.Yfh jDypyn
1-BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXINULL SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNITS
(�\ �•
JACOBSEN HOMES
NOME 'ArT
THESE SFELP,PMETAS AND DcoNw ARE
���
C.L.Y.
DATE
5-3o-s5
REV. LETTER:
DRArrINc WILE ALT. SPACING TABLES
I
P.O. BOX 368
or JC OBS AND INACTI11TU1
MATERIAUaGNAlLS JACOBSEN YAIYM TO
A
„ SAS HONEHARBOR.) FLORIDA2-13a 695
W_ SUCH AI TKE
PIG SUCH YAIERULS ARE FRONDED TO T11E
IVY CWM t �R>r�SEOIETT r ws
OMM
DRANANG NUMBER.
AD-TD-0040
46
ADDENDUM
��°�°�S ALTERNATE - ERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANU ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE-DOTMN MUDD
IMPORTANT NOTICE:
SEE NDTE 4 FOR
MAXYUM HUDiT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
itIEN USING THIS 'I'!E-DON CONFIGURATION A STIU CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TIM A DESIGN LOAD (10RiD?IO D) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUIVD.ANT ANCHOR XMG THE ABOVE SPECIFICA110NLOAS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LEU OF THE STYLE CREST PRODUCTS ANCHOR
'
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
I.
SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
ALL MIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE *OUTBOARD'I-BEAM THE MAX.
2.
SEE OTHER DETAILS FOR BLOCIONG (PIER) OUAN71TY AND OTHER REQUIREMENTS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3.
',FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4.
ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE ZONE 3/EXPOSURE C':
ENGINEEI�0__1`` Fig
DO4�0'��ii
DAPIA APPROVAL:
28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE '0': 28' MAXIMUM HEIGHT
�����` �`v . •
��� � ' G►STf '' F �.�
APPROVED BY
5.
SEE AD FOR ADDITIONAL NOTES
10
NEa7
•
NC,
�.' STA =
OF
II
JACOBSEN HOMES
��
NOnC@ lIf►11
THESE sPEaTCATIM AHD DRATrNGS ARE
F111'blf�
`�' C.L.Y.
°"'� 5-30-95
�� UETTM
II
P.O. BOX 368
MA PROPPoETARW; AND CONFICENTNL
MATERIALS OF JACOM MANUFACAMG
INC. SIM MATERIALS
/I
DRAWDIc IIIM
FIG. 7.0
II
SAFETY HARBOR, FLORIDA 34695
PHONE '(913) 726-1138
ARE PROVIDED TO THE
RECIPIENT FOR S ECFIC RAPOSS AHD MIST SE
MPT CWMTIAL AND SECRET FROM OHiFTLS
H
DRAMWG NUYlTER
l
AD-TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP,
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 3150j
Y MINIMUM (DESIGN LOAD)
DETAIL 1 B'
-BEAM
1 DOWN TIGHT TO
)UND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL 1 C'
THIS TYPE OF PROTECTION MAY BE USED FOR
;q,3i N,,AT' LONGITUDINAL TIE CONNECTIONS ALSO.
NOTES:
EtZLNE101 #F
DAPIA APPROVAL
Q No. o '•,
APPROVED BY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM
= 910334 =
= •:
CV'
-OTHER METHODS THAT ARE CERTIFIED TO MEET
_
o,a
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
-0 '• STATE OF
IN
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
P•'
Iq
.. / tJ�':
�'���t`......
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
FMMMMUFACTU
\�
s/ON .� �'Z
cohmmcnoaAW
ME D AND TT R D OTHERS
NOV 2 4 1998
J AC O B S E N HOMES
NOTICE
TNESE sPEC1FICAT ONs AND DRANlNCS ARE
DRAYM BY:
M.T.
DATE
11-18- 98
REV. LETTER:
P.O. BOX 368
ORONAL, PROPKTARY. AND CONFDENTIAL
►ATERALS OF JACOBSEN MANUFACTUNNO
NC. SUCH YATETDALS ARE PROVW TO THE
DRAMING TITLE:
MISC. TIE —DOWN
B
SAFETY HARBOR, FLORIDA 34695
RECPENT FOR SPEOFIC PURPOSES AND "I BE
DRAING NUMBER:
PHONE (813) 726-1138
KEPT COF NTUI AND SECRET FR04 0➢ERS
AD-TD-0050
140
MIN.
FLOOR
WIDTH
os�R
MAX.
EAVE
OVERHANG
6'
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE II&III/EXP.C&D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
YIN.OTY.
ANWR
VIN.OTY.
ANDIOR
WIDTH
EA. DO OF
ANGLE
EA. DO OF
ANGLE
EA. SECTION
UK B
EA. SECRON
UK e
3
40
3
25
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
WIND ZONE II WIND ZONE III
D9L HEAD
SPAaNG LOIQ ANCItOR ANGE SPACING OAAD ANCHOR ANGLE
6'-9'
41-46
5'-5-
31501
1 44-49
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
WIN. On•
EA. END OF
EA. SECTION
mm—
ANGLE
MIN. 0
YIN. OTT.
EA. DID OF
EA. SECTION
ANMOR
ANGLE
UK 9
30'-8'
4
42
4
25
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX ILOAD
ZONE II WIND ZONE III
FLOOR EAVE � D
WIDTH OVERHANG SPACING ANa1DR ANGLE SPAaNG D LOAD
HEAD
30'-8' 6' 4'-6' 50J 46-50 4'-0* 31501
1. 4 SEE FULL ADDENDUM FOR ADDITIONAL REEIUIREMENTS.
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
JACOBSEN HOMES
P.O. BOX 36B
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
cALCS. c v4 - '74.01-
_...lamuu�,,.
'Q No.
910334
C-T,47E OF
cp
:
THESE SPECIFICATIONS AND DRATENCS ARE
ORIONAL• PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN UMAWAC7URINC
WC. SUCH MATERIALS ARE PROVIDED TD THE
REGENT EDR SPECIIC PLFJV%s AND MUST BE
101 CAIEIDEHTUL AND SECRET TROY 07H[R5.
ANCIIOR ANGLE
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
DAM APPROVA .,. O s
APPROVED BY
0 00*
N] INC.
RDFWIL W1MIf/LIVAED�O�E
C06TRiC19rImOSt <<'iT'SWawes
Br: M.T. IOA' 2-8-99
TITLE: NORM. SPACING TABLES
C NUMBER:
AD-TD-0070
LETTER:
o II
49
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET ANDU HEAD
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE ED FOR ALTERNATE M-DOWN WHOD
FIGURE 10.1
SEE FIGURE 50 FOR ALTERNATE TIE -DOWN HMD
REF. CALCS. W A , 01 /,
z SEE NOTE 5 FOR
NAX M HNIT
N
— q 1,
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES EN. �1Q4E1PPR9YAC•ER : r DAP1A APPROVAL.
1. SEE AD-ID-0070 FOR SPACNG TABLES. : e No. Fo '•.
ISEE AD-TD-0070 FOR ODAHITY OF LONGIMAL TIE -DOWN STRAPS REOURED. 910334 APPROVED BY
3. SEE OTHER DETAILS FOR BLOCXNG (PER) OUANIITT AND OTHER REOUREIIENTS. ooe
4. SEE FULL ADDENDUM FOR ADDIT NAL REOURDAENTS .-o : STATE OF
-N
5. ZONE 2/EXI'OM 'C': 56' MAMIUM HEIGHT *.9Q•'• / �`�` C� C �I
ZONE 2/EXI'OSWRE b': ILO' MAXIMUM HEIGHT ''�, t` • N�1A ,J(?FEDEPK INC.
V -
ZONE 3 ,/pip o$AFE QNE
/EI�OSIRE 'C: 56' MAXlYUM HEIGHT '�i � s'/.. ...` `� ' ( CONSTNICIUNNOS�FETTSgtQI1AD5
ZONE 3/ XPOSIIRE V: 40' MAXIMUM HEIGHT /i�J ���� ]; 7()(ji
NOTICE DRA DATE REV. LETTER:
JACOBSEN HOMES Tx SEanCATDNS AM MA Na ARE M.T. 3-i-99
OEELTNAL. PROPRIETARY. AND CONFDENTAL DRAWING TITLE:
�� P.O. BOX 368 MATEFOALS OF JACOBSEN MANUFACTURING FIGURES 10.0 AND 10.1
INC. S M MATETAALS ARE PROVIDED TO TK
SAFETY HARBOR, FLORIDA 34695 RECPExi TCR SPEOIX rMPOSES AND YLST 9E DRAWING NUMBER:
PHONE (727) 726-1138 nn CONFDFNML AND EMT FROM OTIUM AD-TD-0071
50
ADDENDUM. PgVr�lNORMAL TIE- 0 IV10
DOWN SPACING TABLES &.
ZONE II & III/EXP. C & D 10'
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE 8 WIND ZONE III
FLOOR on. ANGLER MINDQTy.O ANCHOR
ANGLE
WIDTH Ek DO OF ANGLE EA. END OF ANGLE �O Ell SECTION UK 9 Ell SECTION MDT. 9
W-4' . 3 45 3 35
VERTICAL TIE -DOWN / FRAME TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
15'-4'
MAX
SAVE
OVERHANG
6' EACH SIDE
WIND ZONE II
WINO ZONE III
SPACING
C-10'
DBL HEAD
LOAD
3150 j
ANCHOR ANGLE
40-46
SPACING
5'-6'
° LOADS
31501
ANCHOR ANGLE
42-47
Al
U
I
1
O�
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE it
WIND ZONE III
UIN. OTY.
Ell END OF
EA SECTION
ANCHOR
ANGLE
MIN. 9
IAK QTY.
EA END OF
EA. SECTION
ANCHOR
ANGLE
MR. 9
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WIND Z(X4E 0 WIND ZONE III
FLOOR EAVE D9L HEAD
AD
WIDTH OVERHANG SPACING LOAD ANOTOR ANGLE SPACING °LOBL AD ANCHOR ANGLE
15'-4' 6' EACH SIDE 4'-6' 31501 42-50 4'-0' 31501 44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
W. CALLS w d -12. al - -72 , l�
NOTES: lnuuru
ENp;� Q OV r/ti p, DAPIA APPROVAL0
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS. `�J`` GQ'•' �j\STER� •�� �i
2. SEE AD-TD-0073 FOR MMMUM PIER HEIGHTS REQUIRED FOR THE LOADS ' •Q� N0. APPROVED BY
TABULATED ABOVE. 910334 =
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWAIL NOT FRONT OR REAR. ;. o•s T �'
STATE OP ;•c�.
4.� ABOVE TABLES APPLY TO 184' FLOOR W1DTH5 WITH 95 I/2' � ''. �
IN INC.
I -BEAM SPACING, 96' MAAMUM SIDEWALL HEIGHT AND 6' MMMUM SIDE �'����'•' • . Q; •���``� Tacty i�oc lriwana OVERHANG (6' OVER
MAX. EACH SIDE OF UNIT). �► '
I i
JACOBSEN HOMES N0T1 'fit Ii BY: DATE: REV. LETTER:
II NO THESE SPEC1nCATIONS AND DRAxNCS ARE M.T. 2-8-99
ORICINAL PRDPRIETARI, &D Corn!)EN11A1 DRAWING TITLE:II 14PF P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695 INC SUCH MATERIALS ARE PRONDED TD THE
726-1138 DENT rat SPECM PLw=S Alm WUST DE DRAWING NUMBER:
PHONE 727
� ) WPT ConnDENTTAL AND SECRET TRDM onM AD-TD-0072
51
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE ' 10.2
SEE FIGURE Z.0 FOR ALTERNATE TIE-DOTN UMD
s SEE NOTE 5 FOR
YAWN HEIGHT
N
FIGURE 10.3 WINDZONE III
OF NONE (TV.) (110 PH)
M
SEE FIGURE 7.0 FOR ALTERXATE TTE—DOWN IfE9TiOD 20 PSF� ROOF
10 PSF D.L
REF. CALCS
OT -- Q+0. ��"e' A( �' 'I.DAM DAM APPROVA
1. SEE AD-TD-0072 FOR SPACING TABLES AND MIES. : •Q�, No• Fp APPROVED BY
Z SEE AD—TO-0072 FOR WANITY OF EONGIIUDUL TE—DOWN STRAPS REWIRED. -910334
3. SEE OTHER DETAILS FOR BLOCKING (PER) WANTITY AND OTHER REOW"ENTS. ? dW•-o-N
4. SEE RAIL ADDENOLN FOR ADDITIONAL REWIREMENTS STATE CF INC.
5. ZONE 2/C POSOCRE ': M 56' MAXIM HEIGHT A
ZONE 2/ExPos<IRE V. 56• MAXIMUM MIGHT �0^ � DIA NV �Z/
ZONE 3/WOSURE V: 56- MAXIMUM HEIGHT
ZONE 3/EXPOSTK V. 56- YAXIUUII HEIGHT ' AA •• � '/
JACOBSEN HOMES
msE sPECRC4;; era oudm ARE
ORIMAL, PROPRIETARY, AND OOI MIIAL
MONO
P.O. BOX 368
MAVAALS OF dACOBSEN MANLWACIMINC
„
SAFETY HARBOR, FLORIDA 34695
HNC SUCH YATFRIALS ARE PRaMM TO THE
KU M FOR SPECM PNRPM AND MUST BE
PHONE (727) 726-1138
WR CONFM MOAL AND SEOHEH FROM OHM
_._..... _.. M.T. 1 3-1-99
DRAWING TITLE: FIGURES 10.2 AND .10.3
DRAWING NUMBER AD—TD-0073
REV.
52
ADDENDUM
OFFSET UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
it
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE W
W. QTY.
MOIGR
WL OR
MWOR
FLOOR
WIDTH
Ell END OF
MOLE
EA END OF
MaE
EA SECTION
MR 0
EA SECDM
WK 6
12'-0'
3
4r
3
sr
13'-4'
2
54'
3
41'
'I
!I
15'-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE III
sPAaNc
I ML nA
ANa�aR ANaE
SPAM
ANo AnaE
MOTHOVERHANG
12'-0
12'
5'-0'
31501
40'
4'-0'
31501
39'
12'
5-0'
31501
41'
4'-0'
30001
40'
15-4'
12'
5'-0'
31501
43'
4'-0'
30001
42'
I
LONGITUDINAL TIE —DOWN SPACING TABLE
`I
MIN,
WIND ZONE P
WIND ZONE 01
o
MMOR
E0OF OF
MCHCR
FLOOR
WIDTH
Mal
MGLEE
II �O
EA SECTION
Mtl 0
FA SECTION
MN, 0
12'-0'
4
45'
4
60'
it
;I
13'-4'
3
45'
3
60'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WND ZONE 1
WIND ZONE 81
SPAM
�
ANM ANGLE
SPAM
10AWL �
ANOo ANGLE
FLOOR
WIDTH
EAVE
OVERH G
12'
4'-0'
31501
40'
S-T
30001
3S'
13'-4'
12'
4'-0'
30651
41'
3'-T
30001
39'
15'-4'
12'
4'-0'
30651
43'
3'-0'
30001
41'
MOTES:_
j JL6_ cgt45, C-SL- 1.6 rot- 16
ENGOEER A FfW& tl�pREf. CALCS.(C- 0- 17rGA -1
1. OFFSET
+CTION PATH THE MARRIAGE LK WALL EX194" BEYOND 1HE ENDWALL OF
r D
♦'�v'• •CFO rye► %r 0
THE
SEC71ON MUST BE TIED DOWN AT 1HE MARRIAM LINE IN ACCORDANCE
�� 0'. ''1F1 ••. y�,
s • ; Y �:
« , t'�D BY
G
WITH THE
(TABLES ABO%E. 1HE SIDEWALL SIDE AND TIE ADJACENT SECTIONS) ARE TO
; ;
BE TIED
WH IN ACCORDANCE VAIN THE NORMAL SPACING TABLES (SEE AD-M-0010
JUN
fOR 12'
h 13'-4' IIADES, AND AD-M-0070 FOR 15'-4• WIDEST
2. SEE AD-
0001 FOR ADDITIONAL REQUIREMENTS.
f�
# STA a
�:. INC.
3. SEE AD-
D-MBI FOR MAX" PIER HEIGHT REOUATED FOR THE LOADS TABULATED
,C� P .•J Q �e
ORtD••.•'
ABOVE
C •.,. ��+'�� AL MANUFACTURED HOME
JACOBSEN HOMES
mm �� m �,
;mo,��+``'�.T. DATE 6-8-04
REV.
P.Q. Box 36B
OKKA, PRCPRI MY, AM
W. � MAC °Ta
DRAWING IIAL
OFFSET SPACING TABLES
DRAWING NNFIEft AD-TD-0080
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
WMEW FOR NUM PWW
an ommoE1m�L NO SECRET
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING 11E-DOWN SPACINGS
FIGURE 11.0
SEC FiWRR 4.0 FOR AL'[IO;IIA18 711-DOWN 1Q:MD
TYP. CROSS SECTIONS)
SHOWING TIEDOWNS
SE N11E 5 Fat
NA11111J11 "I"
[TMW ON AD-M-M MM APPLY
11 sm SFANDARD MlU-ICE SEL'DdIS
ff K WT -sm wx 6 AD-i -Amm)
TV RM SYSIOI-7
Mao mma IR Pr I-- WO ANME
FIGURE 11.1 �-
m FfGDBl3 to FOR lcumIM w-Dom so
NOTES: ^ti
1. SEE AD -ID- = FOR SPAM TABLES (aFFSET SECIIGN 0141.4
2. SEE AD-W-00Ei0 FOR OUANITY OF L0NtITUD1AL TEAVVN STRAPS REMM. w
(OFFSET SECTNIN ONLY)
1 SEE OTHER DETAILS FOR BLW NIG (PIER) OUARIITY AND OM REOIAREMENTS.
TV.
man ANm A
t�C gvC4 �7.G�
FIGURE 11.2
p4.m ell®1 n fl -1101 i MVID
DAPIA APPROVAL:
asFi� '3cds PPROVED BY
Q10. 0045484
4. SEE AD-ID-0001 FOR ADDITIONAL REOIAREMENTS.OF
[��
s 201E 2/E1WOSl1RE 't°: 48' MAXMtDM HOWi 9 RTE
ZONE 2/E)�SURE '0% 40' MA)OUR1M NEN;FIT-36' FOR 12'-D' WK UNITS �i . .C�
ZONE 3/ 1RE V. 4W MAXMIUM HOW %. �iS+� ' - • ... • • f
ZONE 3/0POSX b': 40' MAXMNUM HOW
JACOBSEN HOMES
LENU P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
xolzM 'r , : tpwN
IHM SPECW_A7M AND DRAVMM ARE
f7 MA , PRMMARY, AND C@FpMIX DRAW
HAMNALS OF JACOM MONACR1 M
W_ 90 YAURULS ARE PROM= 10 TIE
REfAW Fat SPECFIC PIWO M IM BE DRAIM
OT 6tXAfitS MM. MD EMU FROM GKRL
JU14 it
INC.
� w
ERAL NUFACTURED HOb1E
�.� M STRUCTO]N AND SA ETY STANDARDS
��,
. m T. DATE. 6-8-04 REV. LETTER:
IAA_ FIG. 11.0, 11.1 & 11.2 A
NLWBER:
AD—TD-0081
54
ADDENDUM
ALTERNATE 'OFFSET -UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DON SPACINGS
WAIL PER AD-TD-M80 TABLE
ffFSET SECION OF LOT
UX M AD-Z-OVA) ]MILE
OR 0-71100 741
FIGURE 112.0
SEE FIGURES 11.1 AND 11.2 FOR
I. SEE AD it 11 U-00110 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-0080 FOR OUANITY OF LONQ7UDIAL TIE-DOVN STRAPS REQUIRED.
(OFFSET C TION ONLY)
I SEE 0 DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE D- f DD01 FOR ADDITIONAL REQUIREMENTS.
KA AD-1O-0070 7W PER *-Z-0070 TAL MAX
Ot AD-M-OVID ]ABLE OR a-1D-11010 TABLE
-SECTION
111.
A S T E
DAPIA APPROVAL -
No.
910334
cwodo
STXrE or-
TJ
1 IN
.. ..... co
J
ONS I nL!t' T @PJAND SAFE"Y !S
NOTICE: DRAWN Or DATE: REV. LETTER:
JACOBSEN HOMES THESE sPEDFIC-AlioNs AND DRAvANcs ARE R. R. 5-9-01
1 ORMUL PROPRIETARY. AND CCNn0CN11AL DRAVANG TITLE:
P.O. BOX 368 MATERIALS OF ACOM MANUFACTURING
W_ SUCH MATERIALS ARE PROVIDED TO TK FIG. 12.0
SAFETY HARBOR, FLORIDA 34695 iumEK roR spEanc PuRposEs AND musT BE MDRAWNG NUMBER: ir PHONE (727) 726-1138 gri COVOINPAL AM 5ECREI FROM ONM
AD-TD-0082
i
ADDENDUM��R�S
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES
� 1�
ZONE II & III EXP. C &
LONGIT
INAL TIE —DOWN SPACING TABLE
E+1
MIN.
WN ZONE N
BIND ZONE N
WL on
OFA
Mon
MR on
FA OF
ANCHM
ANOE
V
FLOOR
W1DTH
SE10
ECilON
YK A !L
sw
EA SECIlDN
IOL A
26'-T
3
42'
3
53'
3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE M
SPA=
WL
ANOW AM
SPA=
[U- NEW
AHMmu
EAVE
WIOO
OVERHANG
LD�
LOAD
261-8'
r
6'-8'
31501
40 -50'
5-45
31501
4(r 50'
9-80
6'
6'-8'
1 31501
40 -5(r
5'-4'
3150 j
40'-50'
LONGITUbINAL TIE —DOWN SPACING TABLE
MN..
W ND ZONE I
WIND ZONE WI
OT
r86of
ANm
ANME
wL OTY.
EA.ETD OFNw
ANm
��IWL
FLOOR
W1DTH
EeD01
Y11 ®
EA SECIIW
B
V
26'—fr
4
41'
4
1 52'
4
51'
4
70'
I
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
ft ZONE A
WIND ZONE M
�1°
Del. NEW
mom ma
sPtials
ML
rmWA
Sri" ANaE
FLOOR
EAVE
WroiH
OVERHANG
LOAD
26'-80
6'
54
31501
40'-5(r
4'4
31501
40'-45-
30'-8'
6'
54 1
31501 1
4(r-50'
4'-0'
31501
40 -45'
NANOZONE 1R
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM
•
EN . .. ,:
DAP1A APPROVAL -
NOTES:
•X,ws►F1a,4r'-•'Y
APPROVED BY
1. SEE FULL ADDENDW FOR ADDINQIAL REQUREl1ENTs.
1• Na JQ45d84
2 SEE 0-1D—M FOR MAID" PIER HExilis REQURED FOR THE LOADS
TABULAU ADOBE
�} .t
-rN rP
• {• r •., ,, �. - ,•
'1*01
FEDERAL MANUFACTURED HOME
TFREENG;'
j•.,
cOrisTNucnoNAND sAr rrsrAvo;?o5 4
JUL
IPt
HOMES
NOTE&
1F M SVMCATM AND WAUM AEM.r.rDATE.07-20-04
MAIN Or
REV. LETRRJACOBSEN
DRAINC DUE-
108' HIGH SI[IEwntL SPAaNG TABLES
Wa a n. FitOPFtETARY, AM mFa U"X
YA1E°"3 OF AROMSEN MNWAC"�"
P.o. Box 36e
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1136
FlIG MW NAMIMS ARE FROYMD 10 1ME
FEwWFat 9W NFf'W"W9E
caN mna me swo mm OHM
DRAMNC KWEk
AD—TD-0083
sm
ADDENDUM
TIE -DOWN SYSTEM
SIDE ELEMA110N
TIE -DOWN SPACINGS
PER AD-ID-0010 TAKE ' PER AD -WOO TABLE PEA AD-ID-0010 TfaE PER A4-10-= TABLE PER 0-2- M TAM ' MAL
FIGURE 10.0
ISICAL LCROSS SECION
H0W�1G TIEDOWNS I I TIP. RL0011 SY M-7 TV -
SE E MOLE 5 FOR
.r H AOkMI HEIGHT
AMG110It NKiE NIOIOR AUE
SET H10 M'A
H.(PH)
OF FIGURE 101
20 PSF ROOF
10 PSF D.L.
Rff. cacs , 51/—
1"j-6UIUH01�I
pow:
p
it FORBLES SPAING TA
EMG4{"t . �• ��
�U • . '•gyp
DAPIA APPROVAL:
APPROVED BY
1. SEE AO-
�`e
G�PYIF
2 SEE AD-
FOR OUANTY OF LCMASK TIE-OO11N STRAPS REOLOM
: MD
3. SEE OTHERu
WFAIS FOR BLO( IG (PER) OUAHnTY ANO OVER REOUOiF]EHTS
N
4. SEE FUL
.I
ADDElOINI FOR ADOITIONAL REOUHRE]IE M
'C':
S ZONE 2
ZONE
3/' MA)aMUM HEIGHT
•' •�
+" "� � �
Q'
`
INC.
2
V. 2r MA>a" HEIGHT
! .�
��OR1a.
{ l
Z@E 3
ZONE 3
V: 3B' MUM HEIGHT
RE b' 32' YA>QYUY NIGHT
o
i�a� •„•••••I••.' �� eee
FEDERALMANUFACTUREDHOME
CDNSiRUCTIDNAN6Sr�ETYtST�DAf��
6 ALL II
IONS AM BASED ON 20' ROOF A11CtE MA>L
� U �r1',,�a�
JACOBSEN HOMES
NOTICE:
NN VECMMs AM / AMM AK
IMM.Br
M.L
DATE
07 —20-04
REV. LETTER:
!I
oRArna+c 11TLE;.,;
FIGURES 10.0 AND 10.1
P.O. BOX 3Hi8
OHaGK# . P40Pl UM. AND COFMR&
MA'Q°"S OF �YICOM MA►wrFAcrusro
jfl
SAFETY HARBOR, FLOF40A 3093
ROW � g= RNM NO Wff K
PHONE (727) 726-1138
an owm w AND I= Ro amm
AD-TD-0084
57
ADDENDUM
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE ll & III f EXP.. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
t (+�
mN.
NO Z01E 1 HAND ZONE II
V
FLOOR
lK arr. uraaR gym+. on
maroa
Y407H
Ek o+o of MU U Qo OF
MCLE
fw` gcna+ ux o u sEcno+
Yx e
23'-4'
2 58' 3
43'
2
58
TYPICAL SIDE ELEMON .
SHOWING DE -DOWN SPACINGS.
TYPICAL CROSS SECIDI
SHOIMING noms
. ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0*
TIP. TLOLR STSiEY.III TIP. LR055a,As95 -Ttt�]!
J
s SEE (TOTE S FOR
trAAW mmT
MDICR W1 CR APPROIED STABILIB �I
SET A09 HEAD
1614M B'R ANORYt SIFT VERICA
IHNDZQNE N flq
OrMc
FIGURE 10.1
0 "°"'
.
20 PSF ROOF
TO PSF D.L
REF. CALM
J) 1 ♦d
DAPIA APPROVAL:
T.
SEE AD-TD-m rOR VACNO TABLES
APPROVED e.o v
Z.
SEE AD-ID-QOBS FOR OJ MTY OF LANSITUMAL TIE -DON STRAPS REOUMD.
a
00o
3.
WE OTHER DETAILS FOR ILOOM (PER) DUANnTT AND OTHER
RECU VENTS.' .�
N3. C 4 ,•
ON
4.
SEE FLAT AO MIM FQt A00170AI REOLAREMENIS
;
Dec 13,2006
S
ZOHE 2/E7o'mw vi 44' mo mY HEIGHT
ZONE 2/DPMK V. 2r YATTiIRAI HEIGHT
M
r
A I N V
r 0
* ':. 1 A
ZONE 3/EI�O&W T- 44' 4,A10 LM HEIGHT •
ZONE 31E7IPDAJRE b: ]S YATZfWII HE><riT
I I - }t :
A.
. �, y p,
.
FEDERAL RWAUFACMI RED NONE
CONSnWCrWN AND SAFETY STANDARDS
6.
iM SE110H5 ARE BASEB ON ?Q ROfA' ANQE MAX AM 10M' MAX
HI
a��i'f''• �t. r!'�;.!;{/�. •
/
JACOBSEN HOMES
Nonct "Oil;v
OEY �•AM
DIOUL MO WTAM AID CMr EDIS L
I f"119y: R.R.
DAX-
»-28-06
REV. LETIER;
JIEAAIL
VKAVX TITLE.
P.O. BOX 36a
TTAIALS OF JECg= 1rAMI/ACR11lNC
YA!,_ 2r WTI „RE r WADED TO RK
FIGURES
10.E AND 10.1
SAFETY HARBOR. FLORIDA 34693
PHONE (7I7) 726-1135
momf rat Vmm pjr993 AID EST 5L
Pur cwAmva. AmYOl7 mom DDA76
DRAwm rA imii:
AD—TD—ON6
59
ADDENDUM
(108 $vv�
NORMAL TIO-DOWN SPAdma TABLES
ZONE 11 & III/EXP. d & D
LONGITUDINAL TIE -DOWN SPACING TABLE
SIN
ONO ZONE R
iMNO ZONE IR
w OTT
Or
Ek
mm
t
11I
Orr.
l cOF
FLOOR
TM
O�
SECT►*
e
ttaN
4k e
12T-0`
2
53,
3
40'
13 -4`
3
3T
3
46'
15 4
3
46'
4
40'
VERTICAL TIE -DOWN / FRAME TIE- DOWN PPACINO TABLE
VIN
VAk
D ZONE tl
im ZONE III
SPA*
VAXPa
l
�•
SPAO*
VAX
AM AW•
FLOOR
ODTH
EAVE
OVERHANG
12'-0"
6F EACH SIDE
5'4'
72"
35' TO 40'
S-4'
38'
45'
IS-4'
a EACH SIDE 1
5'-4'
80`
35' TO 4T
5-4"
42'
45
15-4*
6` EACH SIDE
5'-4'
80`
40'
54
46'
45,
LONdPPUDINAL TIE- DOWN SPACING TABLE
� �
j�N
ZONE N
►ONE IN � � ,
FLOOR
#BTM
Vk Ott
mm
:00
0TY.
OF
`
`
EA SECTO
EA. SECOON
0
3
44'
4
4&
13'-4"
3
52'
4
1 45.
15'-4`
4
44'
4
56•
VERTICAL TID-DOWN / FRAME TIE —DOWN $PACING TABLE
VA.
00 ZONE I
zoNE al
SPA*
u�TER
•
5PA011G
4 Pax
M196
FLOOR
*DTH
EAVE
OVERHANG
12.-0r
6 EACH SIDE
4'4
72`
37'
4'-0"
34"
40, TO 45'
'45'
IS-4'
6 EACH SIDE
4'4
72`
40'
-0'
3r
40' TO
15-4"
1 6' EACH SIDE
4'-O' I
8T
40'
4'-0'
42'
4T TO 45'
NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE
REF. CALM
ACHIEVED. ADD APPROVED STABILIZER PLATE.
(SEE NOTE #6 FOR HOLIES SET IN FLORIDA)
NpTWE
E.k Ip �C �1 rr DPPIA APPROVAL�.�� APPROVED BY
1. SEE FLILL ADDI)M FOR ADDITIONAL REOUAtdIEIiTS,
+ �)�;, 'r �.
'•
�-�
Z TABLE BASED ON ANCHOR *DRIDNG LOAD OF W501 AND DMONAL lE 10
OPP09TE BE*
ii.. `� � _.� Mar 25,2008
N A�Nc.
1 VAX EAVE OVERHANG REFERS TO OVERHANG AT SDE*AL1 401 "7 OR REAR
APPLY i0 U4' 1tiQ'. AND T84' BOOR fjO1H5 >H 45 1/Y
- FEDERAL rANUFACTURED NONE
�• - ( Y CONSTRUCTION AND SAFETY STANDARDS
.1 _
4. TATiES
I-fi SAAL�lC f08' UAnIjU�) SOEWALL FD](iii AND 6' Ili SIDE
0 G (6 OKRIANG Ii1A1C EACH SIDE OF to
a „� '.,• .�
poi � ; .�'• r P^,ri`..
5, STA8L11ER PLATES ARE REWME0 ON SOE*ALL ANCHORS AND L"TWINAL
ACHORS NSET IN FLORDA. SEE DWV RUE 15C, EFREMNE VARD1 28. 1999
�I u`�,. t'�• 0.}
JACOWEN HOME,O
NOROdf�
Tm SKaO� A010
p�p�A1, pfl��EIARX nk
op c
D.O.
BATE;
12-11-07
REV. LETTER:
DRA wtG PILE:
P.O. BOx 366
1/A 1TTTaAs�anuonesetl AipIFACIIEd{G
ATEAks AI[ +ROm Ta 114
NORM. SPACING TABLES
® SAFETY L27) OO�RIDI3 95
9�
gt�M ���T� �
� G AD-TO-0087
ou
,
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
'" PEl SMEARIIALL3
(Au sriwharrs}
pE-oc11tR 0
mwc 90 s
PA ar so•m
"9LE NOTE 1 ut NOTF 1 d--
ZN3a NOTES 2 AND 3. Q
METt 'R[ab Plot RE0
TNs L Tw IRS WATON
UT. 5/W tD1M . . CIF. 3/1
7V FO WWW'ALLS
(ALL VIlATl Q
TTE-00"m ftuom
/� vgi NOTC I SM NOTE
/ \ 5a RM 2 AND 3. Q
THIS VXAT , mim �xmmwnba
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ADOW IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION. HOKYER, THIS DETAIL APPLIES
TO AION
,�LI.1I SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
fT
AM Ateftavx.:
t. TIE IITgKaulQn M >xsr ARCA> Tc-�r sTww rAT IC LDGTO EK PPROVED BY
um a Acm SKottl AA01fi 09 R912LO AT bo �..
gOu17 A wa TO eE RATED Ito A11 UUp/AT( IaAD 0,am=
caLaAo (ID-ai+cfiu Noii� i�a NoE[s p1 aolftnALLRM'tL� 1 0 2000
L WALL A AT W4 Do cr M �Ahrul Aom m r< AAa%c EB
[war AT CoM 1}0 oa .dsrs vjcAwAtss of X-ower wW hcvva�exTs1 p' 91d'�34 1 * z INC
A61fi01 �LS LOCATED AMC A MW ft W MU )GUIT QW M mM no � t �•� I
K-00" O t 14M AK Kano .("LL a"QL c"WuBaa ALL Wes = RAL MANUFTACTURED HOME
W ALL C'% '� ' $'i'AT� d RUCTION AND SAFETY STANDARDS
TrazTc� try
JACO]3SEN HOMES w 3KOrKAP7QNova� •``'R.R. O2--Q1-00
II Oww+a, rrol'!t€Tt1e+r4 AM
II P.G. EpX Jta MATQr+ic of 4MOOe�a 44gA
WErT HARBOR FLORIOA 31591 W.1UCH WT4ATA NMIpt 114' `�° S/W TIE/PIER REQ.
AI P»ot aT rat susr r.A�a>rs w rust .t E7RAw+40 max: ( 72a-tE3r1 pvr ooyrptxt:u Mo c , A mas AO—TO-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
MUSIG MAY BE FLAT OR SLOPED
END VIEW
350 PLF MAXMUM SHEARWALL
DEWN VALUE (PE", WALL)
11/4' X .035' TF-DOWN STRAP
CONT14UCJS ARCJ\D JOISTS.
NO S: 2,17116
+• EROUNID A.4G10R5 10 BE RATED FOR AN ULTIMATE LW OF 47251 [3150 DESIGN LOAD]
(SEE AD-M-0201-[TD-GENERAL ROTES] FOR NOTES ON GROUto AN�3NGT ILSTAILLTIOH.)
L INSTALL A PER AT EACH END OF THE SHEARNALL XISTS (PER THE ABOVE DETALS).
3. WHEN SFFAReAl IS LOCATED ABOVE A SCUD NFADER MU Hi:KNT CROSS-UD+9FP.) NO
T'E-M'4 STRAPS. OR PIERS ARE REQUITED (ALL SHEARWALL CONFICURATIOt1% ALL ZONES
AND ALL EmOCRES).
4. T1E—DOYN STRAP REOUDTED AT EACH END OF JOISTS. ALL DNi'_ pW CONFIGJRATIONS.
5. CEIUNQ 540N`I FLAT -OPT, CATHEDRAL OR SLOPED CENNG MAY BE USFD.
6. FULL "OTH SHEARWALhS ARE SHOWN IN TIE DETAL ABOVE, HOWEVER. ANY LENCTH
OR COHFIGURATXFM SHEARWALL MAY BE USED.
DE VIEW
X .OV TIE -DOWN STRAP
UOUS ARCAM JOISTS.
APPROVED BY 1
IN�ff
I �: �i.
REOEML�wLs1[ :sr: •!u:
A
JACOBSEN HOMES NOTICE DRAWN BY: R R DATE: 2-6-96 REV. LETTER: I
�,., THESE SPEOr1CAnONSANDDRAWNGS ARE -
DFAIGNAL. PROICTA.4T, AO CMM!NTIAL I DRAVANG TITLE:
�
4ATER.ALS Cf JACO804 UANUFACTL'RNG P.O. BOX 36B W_ SUCH MATERIALS ARE PROV= TO THE DBL. S W CONFIG. TIE —DOWN
SAFETY HARBOR, FLORIDA 34695 REOFeil FOR SPECf1C R7'FM A4D %MI EE DRANING NUN2ER:
PHONE (813) 726-1138 KEPT C%TV.Nn#L AND MET n= DINERS. AD—TD-0110 J
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
�— 1 1/4' X .035' TIE -DOWN STRAP
36' MIN. CONTINUOUS AROUND JOISTS.
TO
35'
GROUND ANCHORS TO BE RATED FER AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TD-DO01 [TD-GENERAL NOTES) FOR NOTES ON GROUND ANCHOR DISTALLATIDN.)
INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
WHEN SHEARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HO4NT CROSS-MELIBER) NO G
TIE-DO►4 STRAPS OR PIES ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES
AND ALL D7POMSI
TIE-DOW'I STRAP REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR CONFIGXERATION SHEARWALL MAY BE USED.
THIS De-TA.'L 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.
APPROVAL
-
John C. Doederi j.E.
15133 C. R. 22
Goshen,IN 46526
WN IS A TRIPLE WIDE RAFTER.
3 APPLICABLE TO STANDARD
BLE WIDE TRUSSES.
Q VIEW
X .035' TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (i EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVAL -
APPROVED BY
1�
OaesOueTlaH Arowrn swsaAn
JACOBSEN HOMES
NOTICE:
THESE
DRAWN BY:
R.R.
DATE:
REV. LETTER:
`md
BOX 368
sPEQnCATIONS AND DRAMN4S ARE
ORIGINAL PROPRIETARY. AN. CONNDE111U%L
MATMALS OF JACOBSEN UNWACIURINCINC.
4-09-96
DRAWINGE'nP.O.
�' $/NJ
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
SUCH WAWJWLS ARE PROVIDED THE
REOPnrt FOR SP[a1C AND � BE
IVT COH mnk AIo
CON11G. TIE -DOWN/(
�`
DRAWING NUMBER:
SEW rRou OTHERS
AD-TD-0111
63
PORCH ANCHORING
DOUBLE HEADED 3,1',
NOTES:
1. SEE SET—UP MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
X .035" T(E-DOWN STRAP
JOUS AROUND STRAP 'BLOCXS.
WINDZONE III
:{'..: •' • EXPOSURE C
{110 MPH),
' 20 PSF ROOT
i i!? 10 PSF D.l.
REF. CALCS." - e jyA-
c
to
ENq ;AP .RQVAL • DAPIA APPROVAL
PPROVED BY
J AC O B S E N HOMES THESE SKCSMCATNioOiMs� M WAAWS ARE
ORONAL. PROPRIETARY, AND COWWPAL
P.O. BOX 368 YAIERMALS CF JACOBSEN MANIFACTURNG
SUCH SAFETY HARBOR. FLORIDA 34695 �ovW RR 9EOIX AM IWT BE
R
PHONE (727) 726-1138 KEPT CM#MDM1IAL AND -.T?xl FROM ODE &
DRAWN BY'
iqlglNC.
:DERAL MANUFACTUREO HOME
)NSTRUC110N AND SAFETY STANDARDS
�*c i t me;
M.T. DAB' 12-13-03 LETTER:
DRAWING 71111` PORCH ANCHORING
AD-TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
APPROVED VERTICAL TIE -DC
(FACTORY INSTALLED)
CRIMP SEAL
(31500 WORKING LOAD)
x
Q
W
N
`VERTICAL TIE —DOWN
TYPE 1, FINISH B. W
GRADE 1 STEEL STRAPPING c
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
GIS RED PROFESSIONAL
WN ANCHOR BRACKET
A RE TE
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
RADIUS CUP
III III —III -I I RADIUS CUP MUST BE INSTALLED ON
I- I -III —III— ALL TIE -DOWN ANCHOR BRACKETS
(INT—III I I Ed I I -I I BY SPLACING ADSTRAIGHT 3 "LENGTH OF
FABRICATE RADIUS CLIP
ANCHORING EQUIPMENT _
CAPABLE OF RESISTING -III -I I I —III— 1 ile X 0.035' TIE -DOWN STRAP
THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND BENDING
REQUIRED ON THE — III —III-I I TO FORM THE CONFIGURATION SHOWN.)
TIE -DOWN SPACING _
TABLES (SET_ OTHER RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) I I III —III— THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS I IN I -III —III -I I IN THE BRACKET *Q T PSTALL THE ME -DOWN � TM
ROUGH THE SLOT
FOR ANCHOR ANGLE. THE RADIUS CUP.
_
_III i i
0 %I11IIIIIIII/fJJ''
C. D�FO��''%
S7
NOTES: OvANo p'• DAPIA APPROVAL
ENE870357 PROVED BY
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE. - T ; F/ Qr IN 1 5 19
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING O,Y; . /� f�/y(��•�
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- '.� !�D A .. ��� ��� INC
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS sjilt AL EN��`�``` r a �
s�R1T°'TAtGvq
WHERE THE ANCHORING SYSTEM REQUIRES THE USE I BRA II"
ANCHOR BRA AHD 11E-DOWN
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIUTED BY OTHERS
NO710E: DRAWN BY:' C.L.Y. DATE. 5-31-95 REV. LETTER_
JACOBSEN HOMES THESE SPE�Tms AIID �V"NGS n
omKA, PROPRIETARY, AND OONf10fNm DRAWING nrLE f1
\I MATMALS OF JACOM MM"ACTLRINC ALT. RE -DOWN APPL.
P.O. BOX 368 W_ SUCH MATERIALS ARE PRDADO TO THE
SAFETY HARBOR, FLORIDA 3�695 R[aFOO rOR SaEQX Pl/inO5T5 AN) MJSI BE DRAYANG NUUSER.
PHONE (813) 726-1138 IV1 COKWTL4 Ao SE00IROW 011M AD—TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,
IT MAY BE LENGTHENED BY USING A CRIMP SEAL NTH
A WORKING LOAD OF 3150 POUNDS
!0
l
�V f
DIAGONAL FRAME TIE
1
ANCHORING EOUIPMENT -I
CAPABLE OF RESISTINGTHE WORKING LOAD
REQUIRED ON THE
TIE —DOWN SPACING
TABLES (SEE OTHER _
DETAILS FOR TABLES) I I
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL
FRAME TIE —DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
AnON.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE —DOWN TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4- WIDE do 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
T
I. -
is
x
x
9
J
ui
W
0
W
1`}`i;LTa�PPR E'�•.:<tl ';� DAPIA APPROVAL:
vv� No. v
910334
* _ APPROVED BY
-0 STATC REVISED
��'O Iorz�ss
ss •. NA �. 'INPINC,
/4t�%i i�EMLMA1NiCi{/IED14E
J AC 0 B S E N HOMES I THESE SK0nCAllo;S ;J; o AreeGS ARE
CRp1IAL. PROPMETART. AND MinDENTLAL
P.O. BOX 36B MATERIALS OF JACOBSEN MATATTACTMNG INC. SUCN MATERIAS ARE PROMDED TO THE
SAFETY HARBOR. FLORIDA 34695 REaP9NT TOR SPECSY RCS 40 MAT BE
❑ PHONE (813) 726-1138 I&T CONTIDENIIAL MO SEOU TROY 071ER
LLpp.tSMJC71ff1 AN0 tAFET'l 9VJWA 0S
R.R.
DATE' 10-05-96 REV. LETTER:
ALT. TIE -DOWN APPL.
AD-TD-0210
66
II
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN 'B'\
I
I
SEE TABLE FOR YAxIMUM SPAN FOR COLUMNS 'A' OR '8'
COLUMN 'C' 7COLUMN
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C OR V _I
i
SEE TABLE FOR SPAN COL T: SEE TABLE FOR MAX SPAN FOR COL
COLUMN 'E' COLUMN 'F' COLUMN 'G
SEE TABLE FOR MAMMUM SPAN'FOR COLUMN 'F
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REO'D
(SEE AD-M-0251.
COLUMNS 'A', 'C, V OR 'E'
COLUMNS V OR 'G'
COLUMN T'
AD-ID-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE ROTE 1
EXP. 'C'
Ems. 'D'
EW. 'C'
EXP. T1'
EXP. 'C' I
Exp. V
Ems. 'C
EW. 'D'
EXP. 'C'
Ems. 'D'
EXP. 'C'
EW. 'D'
2 - 31501 ANCHORS
4Y-0'
29'-6'
33'-9'
23'-7'
4Y-0'
29'-6'
33'-9' '
23'-7'
43'-0'
29'-6'
33'-9'
2Y-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
ll'-10'
1 - 40001 ANCHOR
27'-3'
18'-9'
21'-5'
I 15'-0'
27 -3'
18'-9'
21'-5'
IS -0'
27-3'
18'-9'
21'-5'
IS-0'
NOTES:,ENGINEER
APPROVAL
APPROVED BYP,
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
JUN 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
'NAINC,
John C. Doeden, P,E,j��~
15133 C. R. 22
Goshen, IN 46526
NOTICE
DRAYM BY. C.L.Y.
DATE. 5-31-95
REV. LETTER:
JACOBSEN HOMES
AWES£ SPEanCATIONS AND DRAUNGS ARE
0FdQXAL. PROPWART, AND CCNr 7LAL
n
DRAMNG TITLE:
APPL.
MA11R1ALS OF JACOBSEN MANUFACTUIIHG
COL TIE —DOWN
f�
�� P.O. Box 36e
INC. SUCH MATERIALS ARE PROMOED TO THE
DRAIHNG NUMBER
AD—TD-0250
SAFETY HARBOR. FLORIDA 34695
REWW Fat 71CFlC waaaS NO "I BE
PHONE (813) 726-1138
I
PUT CGNMnk 00 SECIV IRON OTHO
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
=—T T- - I T 1=�-TI
35 ANGLi � I -III -I 1I-
=111
ANOHORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE 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
ATTACHED
ANCH,n a ORwS
.,,..
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
(3150# EA.)
_,%ST ERc�uF�L��'%
.Q No. o
ENE8703571.�
S�ONAL
RMPAUNVACfU®NI E
Lp61MllO1wosvmcmw=
1 5
JACOBSEN HOMES
NOTICEORM
THESE SPEOLIUITIONS AND MUNNGS ARE
BY:
C.L.Y.
DATE
5-31-95
REV. LETTER
DRAYMG MAIL'
COL. TIE -DOWN APPL.
m
OfNGHAI. PROPWWY. AND CONf1DDITLAL
MATERIALS OF JACOBSEN MAMXACTURIMG
/
P.O. BOX 368
INC. 9" MATERKS ARE PRONGED TO THE
'H\
�ATywG NUMBER
SAFETY FLORIDA26-138 695
RA NO =
PVT
PHONER(8 '
SECRET nMPOSES
COr MENTA OOTHEM
AD-TD-0251
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF MULTI-10DE
FLOOR 1111 FLOOR
'VERTICAL 71E-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 03953-91,
STANDARD SPECIFICATION FOR
ANCHORING EOUIPMENT
STRAPPING. FLAT STEEL. AND SEALS.
CAPABLE OF RESISTING
O
THE WORKING LOAD
O
OF 3150 / MIN.
— — I-�T I T 1 I�rl — —
—III II_
I
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHIO,R (3150#)
0 I/1/
OTES: EHEi R ��� DAPIA APPROVAL -
ALL 1. ALL ANCHORING EQUIPMENT SUPPUED ``�O'Q�•G, 9Fo?'
BY AND INSTALLED BY OTHERS— ON SITE. No PROVED BY,,,._
. ANCHORING EQUIPMENT EXPOSED TO WEATHERING NE87
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— _ 5 19EB
ATION. I I V
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ��� '. (4 ��
WHERE THE ANCHORING SYSTEM REQUIRES THE USE '.� ND) •' �.`� A.a.wnrxaww�
OF EXTERNAL STRAPS OR CABLES. ��i�tr •'' ••••• •''yG� ��` VOn
ONAL ��,•�`��
N0710E BY: DATE: REV. LETTER
JACOBSEN HOMES THESE 5KaF?rADW AND DRANNGS ARE C.L.Y. 5-25-95
■ DRONAL. PROPRIETARY. AND CONnDEN1u1 DRAPING 71TLF:
P.O.80X 368 MATERIALS M�iJACOM U 1 T� COL 11E-DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 RECPOR Fat SPECFlC POMS Aw UM K DRAPING NUMBER
PHONE (613) 726-1138 tart Carmnk No moo IRa DTND•cs AD- TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
101
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 -WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
'GRADE 1 STEEL STRAPPING
1 1/4- WADE do 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
..uuunnu,.
> r�G\STEy�UF•
P 1V0. 0''
. CA1r:07A']L71 .
PROVED BYE,
il
V 11"i INC,
IEIIEINLYMIfK7W®IOE -
wanucloi No sate swau+t>a
JACOBSEN HOMES NOTICE AND iDw""'1er.: DATE REV. LETTER:
TTIesE �EaruwTlas w auw,tcs ARE C.L.Y. 5-25-95
UMMAL. MkoKFTARY. AMU CONrEUM DRAMiNG TITLE:
MATERIALS OF JACOMN MM"ACT"G
P.O. BOX 368 nc M MAYU4&S ARE TO THE COL. TIE —DOWN APPL.
SAFETY HARBOR. FLORIDA 34695 ,aEMW rut SKCFX PLINO MO NO TE DRAMNG NUMBER: AD—TO-0253
PHONE (013) 726-1136 ,APT CWMt q AID SEOV oral 0711M
70
ADDENDUM
184" WIDE COLUMN TIE —DOWN APPLICATION
1 Caw — — — — COLUMN N
ISEE TABLE FOR W MAIM SPAN FOR COLUMNS 'A' OR
COLU►N 'C' COLUMN b'
LISEE TABLE FOR NAIOMAIM SPAN FOR COLUMNS '!+ OR b'.
APPROVED BY
SEE TABLE FOR SPAN COL 'E' SEE TA81E FOR MAX. SPAN FOR COL
INC.
FEDMAL NIANUFACTUREO i.Ot
rTIM AND SAFETY STWJDA.903
MAR 0 3 1999
COLUMN 'E' I I COLUMN 'F' COLUMN V.
SEE TABLE FOR M MM SPAN FOR COLUMN 'r
d
OF ANCHORNO REO'D
f(SEE AD-TD-0251,
AD-TD-0252 AND
AD-11)-0253)
SEE NOTE i
MAMMVM ALLOWABLE SPAN
COLUMNS W. V. b' OR'r
COLUMNS'B' OR V
COLUMN T,
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
EXP. b'
EXP. 'C'
EXP. b'
EXP. 'C'
DP. b'
EXP. C'
EXP. b'
EXP. 'C'
EXP. b'
Ew. 'G
EXP. b'
.I
— 31501 ANCHORS
311-4'
25'-6'
29'-4'
20'-4'
3Y-4'
25'-6'
29'-4'
20'-4'
37'-4'
25'-6'
29'-4'
20'-4'
11 — 31501 ANCHOR
11'-6'
12'-10'
14'—T
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
j - 4000/ ANCHOR
2S-8'
16'-4'
18'-i
13'-0'
23'-8'
16'-4'
18'-7'
13'-0'
2S-8'
16'-4'
18'-7'
13'-0'
1. ; SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
j FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
I lllitl, t��,'
�. DAPIA Alm U 3 1 yy
��� C�Q'•'G�STERF •�! ''�.
No. o'
910334
A. STATE OF .�
HPA
APPROVED BY
INC.:
sm .'p-o�n—cs`°"°'
NOTICE V DRAlf1f�Y. DATE REM. LETTER
JACOBSEN HOMES TNESE SPEOriCATXWS AND DRAWNGS ARE M.
T.
2-9-99
■ ORIONAL. PROPRIETARY. AND CONrT0E1lk DRAWING TITLE:
P.O. BOX 368 "ATERULS OF JAC08KH "AWAC11RWG 184" WIDE COL. TIE -DOWN APPL.
WG SIOi MATMAIS ARE PROYIDEA M THE
SAFETY HARBOR. FLORIDA 34695 REORM rOR SRrnc RAa M NO lust BE ORAWNO NUMBER AD-TO-0254
PHONE (727) 726-1138 MPT ODNDDENTM AHD SEW nmu onm
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
dlMumw RRIPdLL TIC-UUIm ZIMW3 um /:N{?=
BR'M' (SEE 11E-DOWN SPACING TABLES -NORMAL
MID/OR ALTERNATE- FOR MAXAUM SPACING ALLOWED).
ALSO SEE NOTE 3
STANDARD VERTICAL PE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0*
(241 FROM EACH END OF THE UNIT.
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX 11E-DOWN SPACING ALLOWED.
2 VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACIN,
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REOAREVENTS.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (013) 726-1138
``��LT1,uTTEUMII�q,,
;jE0C111PPRfjQ. 'O
.
ENE8703571%
. i «...
S I.T.
ANCHOR BRACKET AND TIE —DOWN
DEMCES ARE CERTIFIED BY OTHERS
N097CE 1 DRAWN BY:
THESE SPECIFICATIONS AND DRAW= ARE
CRIONN. PROFWARY. AND CONfi0 T&
MATERIALS OF JACOBS:N MANNACTURIMRG
INC. SLICK MATERIALS ARE PRONGED TO THE
RECPENT FOR SPECFIC RIIPCES NO RUST K
IFPT CWTUTIAL AM SECRET FROM OTTERS
APPROVAL:
ROVED BY A
AIN 1 5 T935
ING,
-�wE9lale
;;�.:<�:r iasumawovla�
LETTTR:
C.L.Y. I - - 5-31-95
DRAWING TITLE: TYP SINGLE WIDE T/D A
DRAWING NUMBER
AD-TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENING 24
n n n p
'
E NOTE 1
�n n A _ A A n
COLUMN SUPPORT TIE-DDWN STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENPRGS GREATER THAN 48'IN WIDTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
V V V
L24j' [2j4'
STANDARD VERTICAL 11E-DOWN STRAPS OR ANCHOR
BRACKETS (SEE RE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
FOR TRPLE WIDE AND LARGER UNIT DESGNS, INSTALL
ALL TIE-DOWN
MAPS AS SHOWN IN THIS DETAI
0TES: �iaq PA�utOVAE� ��tO Ij •� DAPIA APPROVAL
f 1. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED. jENE6103571 OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE-DOWNSPACI ,
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE TA OF CJ
MAXIMUM TIE -DOWN SPACING REONED ON THE APPROPRATE VERTICAL/FRAME ���'• ( 5 1995
BE -DOWN SPACING TABLES (SEE OTHER DETAILS). '4'
3. INSTALL FRAM RES AT ALL VERTICAL TIE -DON LOCATIONS. ��'�,,���'�� ' " p" ENV ��•��� I ��
a 4. SEE AD-TO-0001 FOR ADDITIONAL REOUIREMENTi ANCIId►I6QIQ�T1l `TLE-Dom+ G°a"""aMO " OMR1
DEVICES ARE CERIVIED BY OTHERS
NOTIC11 DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPEOFKAT04S AND ORAriNfS ARE C.L.Y. 6-1-95
aaaHAa. PROPRRTARY. AND ODNFIIENTTAL DRAWING TITLE /�
MATERIALS OF �AC0M YAWACMNC TYP. MULTI —WIDE T/D H
„ P.O. BOX 368 wC &KH YATmALS ARE PROHDED TO THE
SAFETY HARBOR, FLORIDA 34695 REO W FOR SPICTIC PA(M NO M BE DRAWING NULIBER
PHONE (813) 726-1138 PuT c FDE ym AIO SECRET IHOu OXIM AD—TD-0310
73
SINGLE WIDE TIE -DOWN
PULL DOVIN TIGHT TO
GROUND ANCHOR
ZONE I TIE -DOWNS
SEE DETAIL - 'A'
SEE DETAIL - V
- MARRIAGE WALL -
OPENING TIE -DOWN
LEQUIRED AT OPENINi
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
I
FRAME TIE -DOWN
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
WADE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT I
OTHER LOCAnoNs.I
DETAIL 'A'
TRIPLE WIDE TIE -DOWN
SEE DETAIL - 'A' j
SEE DETAIL - V
TIE -DOWN STRAP
SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE WITH 2O25j ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
fY WI ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3155 LBS. MAXIMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TE-DOWN STRAP (1 1/4' X .035' MINIMUM
21NK COATED STEEL STRAP, OR EQUAL WITH 31So;
CAPACITY MINIMUM) K 1.5 a 47Zs r uLTM,wm
a-VAo e*rAGT%j
NOTES: ENO w oz �� DAPIA APPROVAL
O�
.O�••'IFIC''
1. SEE DETAIL 'B' PAGE q NOR MARRIAGE WAl1 � :. i T q j.•. y �
OPENINGS GREATER THAN 49 INCHES. & VP To 1-IT 6" T1e1gw O� : �: APPROVED BY
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR s PAer, ej N.. CD35�54 �E� 2
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAN
PIER CONSTRUCTION. STATE 01: Ilb 9
��9��'••�CORTOP::ram �•
•,�G'js,' .......••' �Cw,�` ppp{A701��®A/OSAFE7To"ESSNi04C4
••,, BRED as
EN�;�••
JACOBSEN HOMES r1WAND BY: DATE REV. LETTER:
TNEST: SPER]F1uTlatrs AND oRAwNcs ARE RR 10-31-95
OMONAL. PRUMUARr. AHD CONFlOENTUL DRAVMG TITLE
LATMALS OF JACOM MANUFACTMNC
P.O. BOX 368 W_ M WERIAL5 ARE PRONGED TO THE ZONE ITIE-DOWNS
SAFETY HARBOR, FLORIDA 34695 KOINT FOR 9'ELM RNM AND UM RE DRAMING NUMBER
-
PHONE
PHONE (813) 726-1138 WT CWWIlu O SECRET Fell omm AD-Zl -0001
74
ZONE 1 TIE -DOWN SPACING CHART
TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I -BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END.
SPACING
14' 166'
95'
0'
14' 160'
95"
6'
10' - 3 `�
.2' - C v
12'
95"
13"
8 _ 4„
SI _ 0„
12'
t 82"
0•
til
91-01%
12'
82"
13"
91-1111
12'
75"
0"
10'- 8"
12'
75'
13"
of - S'
TIE -DOWN SPACING (MAX I -BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I -BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END
SPACING
14' 166'
95"
0'
8� - (� �
2 1-0"
14' 160'
95"
6'
0 `- "
T - "
12'
95"
13"
V— 6"
12'
82"
0'
161 -011
12'
82'
13"
8 1- 0"
12'
75"
0"
8- 8"
V-0"
12'
1 75"
13"
a' _ BTr
111-0..
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
IEND
SPACING
I CENTER
SPACING
I CENTER
SPACING
I CENTER
SPACING
I CENTER
SPACING
I CENTER
SPACING
END
SPAONG
51146LG WIRES 8, r_,�OL113lF1416e-S
TIE —DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF
THE EXTERIOR WALLS OF THE HOME.
THE ANGLE BETWEEN THE TIE —DOWN STRAP AND THE GROUND
MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES
HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES
HIGH, UNLESS OTHERWISE SPECIFIED.
74,
045484
-1 r
STATE OF ; 2
''�.STFRED EN�';.••
J AC O B S E N HOMES
THESE SPEaUTC.1HONs AND DRA.NGS ARE
ORION., PROPRIETARY, AND CONFIDENTIAL
DRAWING 1171E
P.O. BOX 368
MATERIALS OF JXC08SEN MANUFACTURING
SAFETY HARBOR, FLOROA 34695
INC. 9JCH MATERIALS ARE PROW 10 THE
REOP[NT FOR S°EOM aftmis Alm Musa BE
DRAWING NUMB
PHONE (813) 726-1138
IVT CDMWnAL Alm SECRET TNDM OTHERS
APPROVED BY
TINQ
AWE
R swov S
RR DAB: 10-31-95 REv. LETTM
TIE-00M SPACING
AD-Z1-0010
PAGE 2.
75
ZONE I TIE -DOWN PLACEMENT
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
- � NOTE 11� —
MAIN FRAME I -BEAM
END
TER
CENNTER
SPACING
CENTER
CENTER
SPACINGJ
SPACING
CENTER
I SPACING
ISPA�tCI
DOUBLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
ENO
�.
rnunu
rnu�n.
rnunu
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME 1-BEAM
— NOTE 111 `SEE NOTE 11-f�—
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
D
SPENNT END
ACING -SPA NG � I SPACING L,s4cm
TRIPLE WIDE TIE -DOWN PLACEMENT
co
c*
c*
co
NOTES: ENQNEER,',Wy; DO��DARA APPROVAL
1. SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF ,.•�� C�9j�•.,'L roo APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. N0.4045494
2
O • ~ 11 V \A
'STATE OF
i � �, RCEAII YY�i4^MED MiI[
EO , le- cv.-rwc�nYuosanrswo�nts
JACOBSEN HOMES TKESE SPEQnCATTN)ON�S AND DRAWNGS ARE ! �} RR DATE-CF_ too ' 10-31-95
CRICINAL. PROPRIETARY. AND CCNFMTLAL DRAWING TITLE:
UATMA1S OF JACCOSEN IIANUFACTURNC
P.O. BOX 368 WC. StXH MATERIALS ARE PRoAmm TO THE TIE -DOWN PLACEMENT
SAFETY HARBO . FLORID 34695 �REOPtNT��OR 91= ROOSES f � DRAWING NUUBFR
> AD-Zl -0020
76
ZONE 1 INSTALLATIONS
1.� FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
I INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2FOR 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.
unrin nrncuviu:
AP ROVED BY ���
FEB 0 1 2000
INC.
MABUFMIM) HOME
COnsr AN Safi STANDM
itNOT.
JACOBSEN HOMES
TNESE 1PEanc r4NSIAAM oRAMNM AK CM
ORroNAI. PROPRRTART. NA CQWWENIAt
DRAWNDRAWN Br. MT. DATE: 2-1-00
Rfv. tfT1ER:
n
DRAWWG ATLE:
P.O. BOX 368
YAT(T<IAIS Cf 4WOSSEN U0WACnM0dC
ZONE 1 INST.
p„
SAFETY HAR$O., FLORIDA 34695
�„� p YAIEIEItS ARE PPOWD TO 1NE
RtCr+ort tw >otrnc PuaasPs Ara last Pt
'H1
DflAriWC NUMBER:
PHONE (727) 726-1138
wyl tanoo+nu Na Sam lRou ona¢
_ AD_ Z1 _0100
77
ADDENDUM
FOR INTERSECTING UNITS
MAW UNIT
/DORMER I \
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
W79DE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REWIRED EA. HALF
(IF ONE EA. BEAM, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REWIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REOUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SANE AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REWIRED AT EACH HALF
THIS END ONLY.
MAXWUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE -DOWNS MAMMUM HEIGHT}
zm-2 24dE_3
EXPOSURE 'C• W. 56'
EXPOSURE V 39• 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAELING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
_..�11111111111y/...
NOTES:
EI;QL`E6�j�7'PRDVSAL ••-CQ "'�i,
O �,\ TER
DAPIA APPROVAL
1. FOR WAD SECTIONS EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
��
' '2 "
Q` N0. � '' '�
APPROVED BYE.
INDEPENDENT OF THE OTHER STRUCTURE. (IE. SHEARWAILS, TIE-DDWNS, RIDGE-
;' EN 0357 -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
_
5 M
S
INC,
/1�yyCTF�`�=
'%,,Fs+S••....P:. •���```.��
na,R,ao,Nowmswo,roo
JACOBSEN HOMES
NOTICE.
THESE SPEOIICATIONS AND DRAMNGS ARE
DRAWN BY:
C.L.Y.
DATE
5-16-95
KY. IfTTER:
P.o. Box 36a
ORDINAL PROPRIETARY, AND M1I11DE)MAL
MATERIALS OF JACOEISQI MANUFACTI!<71NG
DRAWING TITLE:
ADDENDUM -INT. UNITS
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
III- Sva yATERl45 ARE PRONGED TO THE
WIN FaR 9'ECIX R MSES AIO MUST BE
WT COIdTXEENTIAI AND SEW FRCP OTHERS
DRAWING NUMBER
QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI- WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALS�
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERWETER RAIL -'
OR RIDGE BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
87 X LENGTH OF ROOF ISECTIONS
MAY BE OVERLAPPED 2 MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 GA. CAM STEEL STRIP
SECURED WITH 7/16- X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.0 MAY SPACING (TYP.)
...41I1111
3/8- X 5- LAG SCREWS
18. O.C. (ZONES 2 & 3)
STAGGERED
9'O•I•ES: ENCINEP' OWQ D0 "I. DAPIA APPROVA.11 L
1 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS : �O *" NO Ric- `1, �fy` 11 ''; , ID 8Y
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES). _ ENE8703571 •: .Jldd 1 5 -M
STEEL STRIP MAY BE CONTINUOUS OR PIECED. -•- -
21 SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY I(� I�
BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER 1 N �J
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY O�•. / 9 �� FE%kKWAMPOWME
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP '��� (� '•�OI Qw�'•�C� ���•CUP
TRA,CnAOTAfS1T19TOYCA
j FROM ONE SECTION TO THE NEXT. ����i�s/ON A) • �``����,`
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOMCF-
THESE SPEWiUTMS AND DRATANGS ARE
ORONAL• PROPMETARY, AND COW10 RAL
MATERIALS OF JACOBSEN MN"ACTURWG
PC SO MATI]tLM5 ARE PROMM TO THE
RTCPUf1 FOR SPEfiC mpasES MD MIST BE
KEPT OOI MIM AND NOV IRC11 ORM
CGATE: .L.Y. 5-16-95
ALT. ROOF ASSEMBLY
R: QUADADD2
79
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8