HomeMy WebLinkAboutSet-Up Manual Addendum Rev-01-10SET-UP MANUAL ADDENDUM
JA . OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR; --FL- ORII?A - - -
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and coodential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,199
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REOUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND.
DUCT SUPPLY OR RETURN
MUNG
SSOVER
USE MINIMAL AMOUNT OF DUCT. UNIT 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.
VDARA AOVAL•
A PPRPROVED BY
M 1 '514T9�
INS
ACID NDI[
"sqmcnam
NOTICE DRAWN BY: REV. LETTEW.
JACO BS EN HOMES THESE smGnG� AN TD DRAWMGS ARE C.L.Y. DATE: 5-30-95
MONH. PROPIDE mT, AND CORIIDENTIAL DRAWING TITLE:
MATERIALS OF JACOM YAMIFACTURDIG EXTERIOR A/C DUCT
P.O. BOX 368 W- RM WATEJMS ARE PRoym TO THE
SAFETY HARBOR. FLORIDA 34695 RECPaT ra SPECrX R/WS AND MAT BE DRAWING NUMBER
PHONE (813) 726-1138 IRPT OrMRq AID SLQdi 00 OTNtxs AD-AC-0001 00
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 1UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OFI 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 O� 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 ITO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR IAIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCCNTI`•IUE
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 �ocating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
JACOBSEN HOMES
Y0T"e
MS[ SPECif1GTIOMS Am GQAMI14S ARE
amm. I WKTARY, ANO oafTdalTrwl.
P.O. BOX 368
SAFETY HARBOR, FLORIDA 31695
PHONE (EIJ) 726-1138
APPROVED BY
INAINC.
IOaIm"
07�iTralmewmSuam"
C.L.Y.DAIS: 9-28-95 REV. LEI?R:
W.H. VENT. -SYS. B
R AD-AC-0100
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
Cl nno inieT
0.131" )
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:
FOR GAPS IN FLOOR SYSTEMS
NDS01 TO 1/2', INCREASE LAG LENGTH 1'
AND FOR GAPS TO 3/4% INCREASE
(ALL ZONES)
(ALL EXPOSURES) 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" TO 3 4' GAP
WOW SHIM AT ALL LAG
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
We mNE
EXPO=
3/r 13 1/2' LAG SCAEtr
30 GA. STRAP FASWa LE/
7/16' X 16 G& STAPLES
We M
FxPwm
L4Ei1M1 NUUKR CF FASiOM REUIED �
0.131' X 1 1/Y NAXS
7/14' X 16 GIL SURFS 1
MASMUM SPAC M
wxwM SPAOO
.�
1Y aC
21/4' 04
Y
3
S
2
2
b'
4
7
V
tr ar.
1 71e aG
1E1' 06t
r aG
Y
4
7
J
J
b'
le at
t 1/2' O.C.
b'
s
ENG1 O APFROWL•
DAM APP1iOLIAL:
APPROVED BY
1. 1' YK PCEWATO 15 REOUF0 ON STAPLES FOR WK CLOW STRAP.
2. 11= NO M E NFPW FROM SPF 13 UK OR BETTER
1r X 4' X GAP RDTH IRL 371)
Revised
a24 , 2006
Y
IN7AIINC.
r Z ��
053 OR PLTlIl000 WAY BE USED F 11100E35 EQUALS GAP tDTH-4' X 4' YDi SflF�
,Jr hn C. loob en, P 1.
3 108' YA)MUY SDEWL WW.
,K2 Engffmrincg, Irm
FEOEML YMWFIi. PEo "CUt
amstauam" "a SAFETY sr.Nomos
4. SEE OILER DEWS FOR SEALDIG FLOORS FOR Am wuRAxN.
JACOBSEN HOMES
NO3 NO
,lfsc >*wiuttas Aio aEn.ics ,Nc
MAW BY.
M.T.
o�►TE
05-22-06
REY, LErTETt
DRAW TITLE
M FLOOR FASTENING
P.Ckw7u&#
B°x See
GROW. MWWM AID CMFW AL
a sr am mom warAcpim
WEN WM w>lU � MVAXD 1D x
SAFETY HAARBRB OR. FLORIDA 346SIS
KO+Etrt M 9= FWM AND M t
DRAY" NULBR
PHONE (813) 726-1138
um Cv+m'm n um Elul v!m
AD-FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FAS
ENDWALL
NDS01
NOTES-
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 11f
8' O.C. MAX. S
FROM SIDE TO
1T�� 5
Huhn C. Dueden,
K2 Enowmenng.
G
NAILS
IG, STAGGERED
(TOE -NAILED).
APPROVED BY
00oIONRevised
May 24,2006
NC.
RUM WnuI ACTN" Dore
oo.siFACTM" LIRn STOW& S
a7 d11 . ®Ba7 dJN HOMES Ec3
1t!i ![��CA mum me
umm or
M.T.
OS-2'1-06
P.O. Box wa
�aaaa�D
RUN" M
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M WALL FASTENNG
iSAFM 613j�726-1139 93
Nd PHONE
ZCN A M AM u
BIC 31lCI OtN�ILs IW[ PNOl� to �t
W.
W "�
DRAMS
AD-FA-0010
5
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 BACKS
FOR TRIPLE WIRES
FOR DOUBLE WYIDES�
TRIPLE WIDE ROOF LINE
INSTALL LAG SCREWS I I
AT A 45' ANGLE
STAGGERED �CcW
ROOF PERIMETER RAIL--"
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE J4)
CENTER LINE OR MATING
�.. LINE OF TRIPLE VADE UNITS
—.30 GA. GALV. SIM STRIP
V X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MR)
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 ORRANAL CONDITION,
EXCEPT FOR STAPLE HOLES)
PLAN MEW
f3/8' X 5' LAG SCREWS .•LAC SCREW SET BACKS
(2 1/4' SMOOTH SHANK) FOR DOUBLE WIRES
If: SEE CHART ON AD-FA-0001 FOR TRIPLE WIRES
FOR MAXDA N SPACING
21 4 23 4'
t
14'T034'CAP I_
CROSS-SECTION J `-- INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO GO
TO 1/2', INCREASE LAG LENGTH 1' TROUGH AND TO KEEP CONNECTIC
AM FOR GAPS TO 3/4% INCREASE TIGHT. (SEE NOTE 2)
NDS01 LAG LENGTH 1 1/2'. REF CAL.C. PG.
(ALLZONES) CROSS-SECTION (WIGAPI C WA- 91.01- 91.04
(ALL EXPOSURES)
NOTES,
Timm APPROVAJ
DAKA APPROVAL'
L 1 i/Rf MN. PENE11A10N INTO FEOMW MOM R 1EMU FOR LAC SO MS
2 WOW 9NIS TO K RIPM FROM SPF (3 UK OR KTML
r C CAP WDTH MN. MIE)
APPROVED BY
X X
on OR FLYNODD MAY BE USED F DF nl3S EQUARS GAP =* 4� X C MR MY)S
1 SEE ODEM DErALS POH OOIFRETDIC ROOF NTETRECTIOFL
/
y
C. �• P•�
Revised
,y 24 , 2006
IN7AINC.
RIDGEWK FFST-M A 3/r MDPA XE
�gilfT
4 *0 NST&M A LAG SrXV N10 A
HOME T1RQW THE FVW RSDCE � SECORD-ORIL A 1/4• METHROUGH K
K2 Fn7kmrntq, In C
FEOERFL MANUFACTURE
RECpMNO ROLE KAM FOR THE THREADED PMXN OF RAG S' r N SE DIMS ARE
CONSTRUCTION AND SAFETY STANDARDS
FCR 31V LM SIM MS QLX
S 10a" W70WY 90E1G11 H[1liiF.
JACOBSEN HOMES
CIM
Trm WW AM EE�� ME
MAIN
M.T.
05-22-06
EM
'�" `
DAY" IR& M/W ROOF FASTENING
rTilul
P.O. Box Sae
mow' mQvwm' me oav,00roFL,
MAIM f Or AMM MA WACnn+c
C
\/
E 726-i138
W. sm TwTE>.AE3 AK PWWM 10 roe
a� � m
D� "
PPHHONHARBOR.
(8113)
wr Ome FIM
AD-FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL ROM CAP COVERING
LENGTH OF ROOF (MR f OVERLAP AT SEAM) CENTER OR MATING LINE
SECURED WITH 18 X 7/16' HEAD X Y FULLY TWADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I• I
I I I
I I
X 7/16'RIDGE CAP --4 ��,VILLY
NOMORETEHREAC THAA
I
I
i I i
ASPHALT IMPREGNATED 1 I 1
SEALER STRIP BETMEN RIBS 1 I 1
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF I
METAL ROOF P
1 1 APP. 3" FROM CI:
I ,
Ref: EX-13-0051 and 30 GA. GALV. STEEL STRP
5- X LTA OF RDDF (� AD-FA-(0
AD-FA-0020 SECURED WITH 7/1C X 16 GA. STAPU
ND$01 FULL PEIEMMON DIM DECKING,
(SEE CHART ON AD-FA-OODI MAX SPAI
(ALL ZONIS
)
(ALL EXPOSURES)
NOTES:
I. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS
L STANDARD 7/16- O.S.B. (24/16 INDEX) ROOF SHEATHING.
I METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' QC, RIBS V 0 7
I. SCREWS HAVE A NEOPRENE WASHER FOR MATHER PROOFING AND jft Q D00 �ii1,
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN sm slakwofing, ITT
ANOTHER SCREW MUST BE ADDED BESIDE THE DEHCTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS) ,
4DXY
1 SCREW
12" O.C.)
7=,
W
8
EB
U
STOP
APPROVED BY
0
14 Sep 10,2008
INC.
FEDERAL MANUFACTURED HOME
CONSTRUrnoN AND SAFETY STANDARDS
�'�°,� "'..`� ®�. D.M.T. "�... 08-25-08
._.. _.._
JACOBSEN BIOMES � =l oR
s "°� j' METAL ROOF RIDGE. CAP
PA BDX 358 W. 8= W7BiU Ali MM M St
� ) HAIINK �1135 07 mw � � I 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
t. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
0 MULTI —WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
APPROVAL:
PROVED BY
11AHINC
CIU1 MO S+V(TT SiNGytip
JACOBSEN HOMES N097CE DRAYN BY: DATE: REV. LETTER:
THESE SKOFICATICNS AND DRAWNDS ARE C.L.Y. 6-5-95
a
CKINAL. PRWKTARr. AND CCN11DE11TIAL DRAI4NG 11Tt£P.O. BOX 368 MATERIALS OF ACOBSEN YANLIFACTMO M/W ROOF SEALING SAFETY HARBOR, FLORIDA 34695 REEOVIT FCR SKCnC RRAPcO 00 MST K DRAYMG NUMER B
PHONE (813) 726-1138 IuF OOKm rAL AID SECRET nm Olum AD—FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSEl-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES — LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRb OVER
EDGES L HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD Off ROOFING CEMENT
(2 BEAD REQ'D HIGH SIDE
1 BEADECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL:
BY
JUN 1 5 ft
INC
NOMCR DRAWN BY: -- DAIS: REV. LETIER:
J ACOBS EN HOMES rAu ��TOd AMMAVOM AM c L:Y. 6-5-95
C ROW9. PROP'Po[ A" AM CCWMDOK ORAWiIG nnE:
NATMALS aF TACO M MMffAC?JFW M/W ROOF SEALING
P.O. BOX 368 RAC yip{ MAMAS AAA PR0AM TO 1K
SAFETY HARBOR. FLORIDA 34695 R[OOR MR SPRCIIC FLMPM No UM K DRAWNG NUYBER�
PHONE (813) 726-1138 ant ommnk No 3r= nu oeoa i AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
TYPICAL WALL
HEARTH. INSTAILATIQN-
I. REMOVE ANY CARPET AND/CR PAD FROM TINDER THE HEARTH EXTENSION AREA
2. INSPECT 1HE META FLASHING IN THE HEARTH AREA TO BNAIRE THAT IT HAS
BEEN WALLED (INS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETIO THE HTRFPLACE AND THE HEARTH}
I LOCATE THE HEARTH DXTENSICH (SOPPED LOOSE IN THE HOME) AND INSTAL FOLLOWING
THESE STEPS: -
A. CAREFLLLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SEQIRE THE HEARTH EXiDW TO THE FLOOR W/ 4 181 2' WOOD SCREMS
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
LATH A HON-COMBUSTABLE CAHAXPIG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
WOOD TRIM
TYP. HEARTH — FACTORY INSTALLED FLASHING
(MAY BE SHIPPED LOOSE)
NOTES: DANA APPROVAL•
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPROVED BY
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE JUN 2 8 1995
OF FIREPLACE SURROUND SHOWN ABOVE.) INAINC
C04T111CW MO W[TW tTMOVO
NOTICE unA"m or. vn�c
JACOBSEN HOMES THESE �s N
., PROPFCIMT ro oRAmM ARE C.L.Y. 6-16-95
. CROWNUR . AND C WTWTK DRAWING TITLE SHIP —LOOSE HEARTH
P.O. BOX 368 NATFRMALS OF .ACM MN"ACT"6
„ on SAFETY HARBOR. FLORIDA 34695 ,ll1►CR vwIC p rm No MST N DRAWING NUMBEk
PHONE (813) 726-1138 WEPT C) WTK NO SORT 11161 OMM AD—FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
it is not there,
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.
provide early warning in case of a fire. Again we stress the importa
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test thel
press and hold the test button on the cover of the unit, until the alarm s,
should sound alarms. If all units do not alarm, replace units i A
ould be given to all smoke alarms individually.
11
purpose is to
of keeping your
smoke alarm,
)unds. All smoke
nediately. This
APPROVED Y QEv.
wit ! 5M
INC.
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
TRUSS SHEATHING
APPROVED BY
0 00or
N 11 INC.
FEDERAL MAHUFAcum HOME
�NSiRUCpON AID SAfETY iTAFDAR06
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8" WIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE S1iEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
i4E OVERHANG OUTLOOKERS (PURLINS), 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 SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/8' YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WTIH 7116' X
1 1/2' R 16 CIS YIN. STARES 1 1/4' O.C. AT PANEL E110ES AND 3' O.0
AT ALL FRAMING MEMBERS, (NO GLUE REOURiED)
MARRIAGE WALL
3/8" SHEATHING TO BE INSTALLED ON -SITE
K2
JACOBSEN HOMES THEg SEI:IFIGTOTIAS: DRUM
PItfmsTKYIS ANO DRAWINGS ARE
ORIGINAL PROPRIETARY, AND OOYFIDENRAL O A_MW
„ P.O. Box 368 MATERIALS OF JACOBSEN MANVFACXWWC
SAFETY HARBOR, FLORIDA 34695 INC 9KH MATERIALS ARE PROVIDED TO THE
PHONE: (813) 726-1138 REM"[ IM -gVCNX ROWS AM MUST BE ORAWIiC
KEPI CONnO NUAL AND 5ECRE7 FROM 01H OIS.
12
WINOZONE III
(110 MPH)
ALL EXPOSLI
APPROVAL
WI a k-
li1C. FEOERAI MAHUFI►,, . r.
a f�MSTi�TIONARD:
R.R. j L ` 4 E:2
TRUSS SHEATHING
AO—HR-0001
HINGED ROOF DETAIL
Comm or mmi To RA15E Roar R m
ffm PO m To sa-W mu LS
APPROX n 1/r.
0 to= w sEm sninunr rnH
YfOUNA K VW No YOi WA112 FEET
MARE. WE um POIFES KAM X ff
DD ff Koff SEOX n Alm 1F1Ko KART
2FEET ffAsF=MHAMPAL
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET—UP POSITION
d
NDSOI
NOTES:
1. BUM RA® MW SEMM M K RM POS= GMK S19i W W=
Km P06R KW palm
ma m POST m om K;AY.
.Pox rKEaoommi-isxr
ova
REF. CALL. PG. C-RF-223.0 - 223.6
DOW APPROVAL I mu;
John-C. Doeden, P.L.
W2 En41hv*rinq, Inc
APPROVED BY
Rnvioed
06,2006
INC.
FFOFIW IMI�KARIIIFR NOIf
CONSTRUCTION Alb SAP!'TY SIAMMOS
I
Mom
JACOBSEN HOMES
Tm s� @PAU= AK
a =K. �A . " UKMDMIL
W1°"'m w iA00 UNWACRac
�� BY.��
O.A.
06-02-06
A
DUWX TIC
HINGED ROOF OETAII
OAK]
a.n eox See
ne m Yuma m mvem TO K
SAFETY HAFWM FLONDA W95
WMI la 9Qlk Naomi ATO W r
WVW FQA6 M
PFIOFE (M3) 726-1136
Tarr o�>ul im mumm omm
AD-HR-0002
13
HINGED ROOF DETAIL
RAISE EXTENDED SHINGLE AND UNDERI.AWOT AND -
AND A MIN. 4 1/2' VA01H OF ROOFING 'CEMENT TO
TOP OF LAST SHINGLE ROW ON FIKED ROOF SEGMN.
(THIS 1S TD BE DONE BEFORE RAISING NNGED
ROOF SECTION.)
v r-
UNDERLAWENT TO BE GWED 3' MIN.
ON BOTH SECIICNS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X B' BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE VNTH
3-18 X 3- WOOD SCREWS EACH SIDE CF W.
APPROVED BY
11110000. Revised
N1 Nov 30,2006
INC.
FEDERAL YANUFACiURED NOYE
CONSTRUCTION AND SAFEW STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTES:
1. PACE RARD ROD' SEC IM0 THE RM POBTM BEFORE S1111117NG HINGED
KING POSTS INTO POOR
DAPIA
VANDZONE 11
(110 MPH)
ALL ENSURES
John C. D00d^ P-k
K2 Engird k•
JACOBSEN HOMES msE ►um Am WAUM AM Do* orD.T. °"'� 10-02-06 '�v''
im
CROUL IRaPW[TAAIr. AM mfWMAL DRAWM 117I.0 . A
P.O. Box 36B i/7 M5 cr mzmm rNWACR"C HINGED ROOF DETAIL
SAFE7Y HAR80R, FLORIDA 34693 k mjp WOWAALS AK O WN t Dg� MUSS
PHONE (613) 726-1138 NM CaffmMAL " mm mm, ..� AD-HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
INSTAU ON SITE 15j FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE 12
CONTINUE 151 FELT TO ROOF PEAK -� UNEDEERLLAYMENTNq E
2' MIN. OVERLAP (TYP.) .
I i I i l i I
�
17�
6' MIN. TAR AS OWN
ON SITE
.(APPLIED
r ::::: 'SENTE f3:.. .............. .
I
...
...
rT rl .. ..
I I I ♦
I 1 1 ...... ..
-� rr-1 3' MIN
SEE DETAIL A
r I l 11 1 1 1 1 1' I
U
' I 1 I I I I ' I I I r I I I I'.'•'•
l i i I i I
i i i i i i
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH • 6 STAPLES (1' X 3/4" X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
DETAIL A
ENiING OF 151 FELT IS NOT REOUIRED IN ANY AREA EXCEPT WHERE NOTED.
1�FASTENNG OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIEDd1ST TO HOLD FELT IN PLACE UNTIL
SWNCLES ARE INSTALLED.)
1 3. EXTEND THE FIRST WU OF ON SITE 150 FELT ONTO THE FIXED ROOF A MN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6• MIN. OVERLAP ONTO DIE FIXED ROOF
4. LNCLINDED IN 7W HINGED ROOF ADDENDUM ARE DETAILS AD-HR-OOM (1MTH SPECIFIC END PANEL LAYOUT),
AD-MR-OOD2• AD-W-a= AND AD-HR-0004.
DRAIN BY:
JACOBSEN HOMES »m>�►1m mm mom w
spp7�o01A�rtr DRA1iNG T
rTlwl P.O. BOX 368 NG SM IIA1MALS AK FROND iD 1E
SAFETY HARBOR FLORDA 34695 oOf�B(MLAID �111�wN6
PHONE (m) 726-1138
]<5
WINDZONE III
(110 MPH)
ALL EXPOSURES
AOPROVED BY
CEP 221l
INC.
MANUFACTURED HOME
CTION AND SAFETY STA1Y)ARUS
M.T. - ATE. . REV LE1TEJt
S+WW AID UNDERLAW NT _
AD-HR-0005
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2' O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16' X 1 1/2' X 16 GA. I
STAPLES INTO EACH 15" O.C. RAFTER "AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) I
I
NDS01
NOTES.
I. SEE AD—HR-0007 FOR INSTALLATION OF UNDERIAYNENT AND SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
CRC - 167.01 - 167.02
NV • w.—..
"4VO4`�
John 0. uoederl. F.E.
.92 E"Orwring, It
ALL WIN
ALL EXF
20 PSF
10 PSF
APPROVED BY�1 "40 \
Revise
il
7= 097p ,2
FEMR4 110"A IND NMq
coKsmucta�"eosAcm AAOWIlm
JAC OBSEN HOMES
>w sKanCAUM uo �,,,,�,� AMC
DRAWN BY; o.A. °A1 06-06-06
�"' ��
P.a Box 366
SARTY HARBOR., FLORIDA 34695
NAj� PIIOFIKIa11T, A"o tOffDWiul
W►>rsaA<s ar +40� ~Aij .,
Mc 9101 MRIVI AK PWDMW to M
ORAWl1G 111E
PEAK INSTALLATION DETAILS
A
PHONE (727) 729-113F1
ISM ►ol 9LQIC FWCff! �yq Yrii K
�r "� �oR sw� °
DRAWING Fi1J1 A
AD—HR-0006
16
SHINGLE-ZUNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
NSTTHucnoNs.
TOP COURSES) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LAVER OF IS/ FELT
TO ROOF WITH A 6' MIN. WIDTH OF
TO ROOF NTH A 6' MN. WIDTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EACN END TO
ROOF DECK AND/OR E)OSTNG
ROOF DECK AND/OR EXISTING
FELT AS SHOWN.
FELT AS 901N.
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEA(
UNDERLAYMENT INSTALLATION
I NOTES:
DAPIA APPROVAL•
APROVED BY
AUG a
INC.
TY S1i{IHDAHW73
NOTICE DRAWS BY. DAIS: REV, LETTER:
JACOBSEN HOMES ME VEo�» AM WA.IM AW M.T. 7-28-04
OWMAL IRWKTARi. AND CONiMnAL DRAWING TITLE: _
�I P.O. BOX 368 MATERULS OP AkCMSEN YA"ACTUI�UC 9HNGLE/UNDERLAYMENT INSTALLATION
w- STOW YATEAALS AWE Pao = TO THE
SAFETY HARBOR. FLORIDA 34695 fIOPUIT FOR SEECAC NR7M AID UM K DRAMG NUMBER:
PHONE (727) 726-I138 IV, calwlal •O SECRET Pew onus AD—HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
MEANER W/ STAPLE OR NAL
BANDING STRAP "I PED' AROUND PIPE AND FASTENED TO FLOOR FRAMING:
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WHERE WS GRADE CAN NOT BE ACIEWO, NOT LESS 1HAN 1/8'
'OOT MAY BE USED WHEN A FULL SIZE CIEANOUT 6 NSTMIED AT T11E UPPER END.
_..1 VIEW OF DRAIN PIPPiG
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
DAM APPROVAL
v*N. ".",
n-
INC.
:
JACO BS EN HOMES DVE VECIFCA 1pIStA1MJ MAO= AM . BY. R R DALE 7-17-97
d1A' rev: �er�R:
" "'M — w'&'LP % DRARMIG TITLE
P.O. BOX 368 YAM IALS OF JA033 N WANVACUMIC
bt SM VAM%#U AK FRMU w If[ PLUMBING SUPPORT
\I
SAFETY HARBOR. FLORMA 34695 Imcren Fot YW AWM no WM K DRA► RG M BM -
PHONE (813) 726-1138 an tatrooma NO 200 Fs GUn AD-PL-0001
18
1 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.
IBY
mm I
INC
)HOME
)Y S[AHOm
Non
JACOBSEN HOMES Nonce M�� "' n�• ����^
TIESE 9�ECf1CAD0MS AND ow,.,rs,at M.T.3-30—OS
ORONAL. FRQAWAAn AND taM1D V- NAYWO TIRE.
P.O. BOX 368 MATERIALS OF AkVM UwAcmm OPEN PORCH RAILING(S)
Vit 9 N MATMALS AK FADWW TO W
SAFETY HARBOR, FLORIDA 34695 I EWW RA 9M EIEM'W AND MIST B: ORAWNG NLWW:
PHONE (727) 726-1138 UP] CO16F VMAL NO SEUCT n= Q*M 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 do ROOF), SOLAR TUBES AND PLUMBING
4 [ VENTS SEE AD—PR-7007 do 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 P THIS SEC. LOOSE
— — — — — —(SITE INSTALLED) — — — — — ----- C
7 FOR OVERHANGS
t SEE AD—PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED � FOR ROOF VENTING BOTH FACTORY
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 do 7005
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
APPROVED BY
Revised
Oct 25,2007
00oINC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
rtoS
DRAWN BY.
DATE:
REV. LETTER:
JACOBSEN HOMES
THESE sF�cmcATiDr,s AND D(tAYYNDS ARE
AND
O.A.
10-24-07
min
ORIONAL, PROPRIETARY, M CONFIDENRA
1AiQt1A� OF M""�"C
DRAWING nTIE
ON SITE PITCHED ROOF DETAILS
�,� P.O. BOX 368
NC. Suai MATERIALS ARE PRO DW TO THE
95
SAFETYPHONE
N AND�
DRAWING NUMBER:
® (27) 726-11.38
�SIWX
� � O
AD—PR-7001
20
ROOF. TO ROOF ATTACHMENT
SECURE STE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. YAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOjil
11' MIN. SITE INSTALLED DECKING. OVERLAP
FACTORY INSTALLED ROOF DECKING ' SITE INSTALLED RAFIFR TO
ALIGN WITH V, RAFTER BELOW. TORT RrSTA .:ED
SEE NOTE 17
MAY B NOTE /4�S 1 18' MIN.
DECKING Will
L FACTORY INSTALLED RAFTER
CROSS-SECTION
(CENTER secnoN)
WIN020NE' ■
ALL EXPOSURES
(110 MPH)
20 PSF ROOF'
REF. PG. RC-07-M44 10 PSF D.L.
NDS01 C-FS3 - 88.01
NOTES: CKME R APMAL• DWA APP 00-
1. SECURE EAOi 16' O.C. RAFTER TO RAIL BELOW WITH
2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO 40 WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO NAVE 1 1/4' PENETRATION WIN.) '::'
2. ATTACH MATE LINE RAFTER RALS (OR RIDGE BEAMS) WITH Jun 09,2006
110 X 4 1/2- SCREWS 9- O.C. MAX SPACING. b Q�
1 SEE AD—FA-0020 FOR CAP TREATMENT BEIYIEE111 SECTIONS John C. OBtf3f1� P 6. reotw rursrcrr PlilNC.
K2 EnginwrkV. I= CORNMUCT wi ua SWITt STAMMOS
JACOBSEN HOMES wx wo; a.,woAK DRAW BY' O.A. 06-02-06
��.M
.T. me �— DRArr A
P.O. BOX Sae W10°usm am °F �A row�r v st ROOF TO ROOF ATTACHMENT
FE SATY HARBOR. ROMA U695 RaDrt P: amn Rwa� AN OW I DRAM. lall�R
PHONE (727) 746-1139 ton mmnwra r. Wxr Rm awc AD—PR-7002
21
RAFTER TOP CHORD
END ZONE RAFTERZOVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUILOOKER
IT O.C. MAX BETWEEN OUTLOOKERS
—2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160-
DOUBLED END ZONE RAFTERS
TYP. 168 O.C.
19.0
M4 C. 48. 0
2 X 4 NAILING BLOCK
` MINI STA ED ON SITE)
NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131' X r NAILS
FASTENNG FASCIA INTO
ENO OF NAILING BLOCK
2 X 6 OUTLOOKER
19. D.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKEI SHOWN ARE 2 z 6 SPF 03 FLAT .�OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X Y
NAILS OR MIN. 7/16- X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTL.00KER �— 2 X 6 OVERHANG FASCIA
W/MIN. (5) 7/16- X 2 1/2- X 15 GA. END ZONE ASSEMBLY NOTE
STAPLES OR MIN. (3) .131' X 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) Mt� 70 CLUD TO WN
L
(TYPICAL AT ALL CENTER BRACES) IN X EOZONE PER FASHM O A T.
SOIOLE TRUSS ONLY
RWT OUTSIDE OF
3 FL AREA
.SS MAY BE
PLACED ON DIVER SIDE
NDS01
I. ALL TRUSSES LOCATED WITHIN 36" OF THE END OF THE R
SECTION TO BE DUUBLED.
2 SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
TYP.
OUTLOOKER FASTENING:
FASTENERS
Qumm.
PENETRATm
.131 PD NAIL
5
1 1/f
15 GA. STAPLE
8
1'
#a so"
2
1' (INCL TPA
Ol11LOM FASTENERS MAY BE IIBFAIID WINDZONE' 111
FROM 10P OW DOWN i PENEIRMDX ALL EXPOSURES
B MANTAM (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
DWEDR APPROVAL I DAPU APPROVAL•
John C. Doed---n, RL-
K2 Engini:oEingr Inc.
APPROVED BY
ON
Feb 05,2008
14 INC.
FEDERAL KAN FACRIRED HOME
CONS=CrM AND SAFETY STNDARDS
JACOBSEN HOMES
N0T1Cm
,,,� s�ECFlCATRor+s RLLD DumasAKO.A.
DRAWN BY:
DATE
1-29-08•
REV. LETTER
P.O. Box
QVGM . PROPRETMY. AID CM*MDM%L
MATEAWS OF JACOM WAWAC6DRRAS
DMAWDIC I,>LE:
END ZONE RAFTER/OVERHANG ASSEMBLY
368
„- 9" VATMws AK PRMM A We
sAFEPH���7� FLORIDA26-138 6e5
WT mm im �
DRAWuac rn
IK
AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP, ROOF FRAMING
16' ON CENTER
— I TRIPLE WIDE CENTER SECTION PEAK
SITE INSTALLED DECKING ON PITCHED NO BLOMNG REQUIRED
TRUSS SEC110N REMAINDER OF AT CONTINUOUS PANEL
80TH OUISDE SECThIONS (2 FULL /
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
i
1s
WNDZONE 01
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES: EtKIM APPROVAL: DMA APPROVAL:
1. 1/8' MAMMUM 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 1J{ 4Revised
SPAN RATED) DECKING (EQUAL OR BETTER). �Jph11 C. 1:O:a�". �.=- Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 Eng iL�(I�i'IIc. INC.
SAME DECKINGTER PATN.
IN I FEDERAL rUWUFALTURED HOYF
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 , CONSTMMON AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
JACOBSEN HOMES
DRAM BY:
O.A.
DATE
10-24-07
REV. lEW:
t
>m 1m me DRA.m, a
P.O. BOX 3W
oRsau PRD?IInW. AM CasMIX
YARRNS OF UCOM WMACMW
DRAWING TIRE:
ON SITE PITCHED
n
],
DIPM
W_ sun+ YAISW ARE POMM 1D DE
ROOF DECKING INST.
/L
AF
SET/ HARBOR. FLORIDA 34&95
PHONE 726-1136
FEMW FM FM 1MPDsiS AND rust K
ORAMG NOMt
(727)
Wrr MWIDOM n IM FM Det11s
AD—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
APPROVED BY
Revised
Oct 25,2007
INC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
DDD JACOBSEN HOMES
NOTE
„� s��:� AND oRAx.+cs AREO.A.
DRAW BY.
DATE:
10-24-07 .
REV. LETTER:
ORIGINAL. F'ROPNlETARY, AND CONFIDENM
MATERIALS OF JACOBSEN MANUFACTURSNO
MATERIALS
DRAWING TITLE -
P.O. BOX 368
suuATEUGRs ARE pRomm To THE
a
SITE INSTALLED PITCHED ROOF VENTS
/7 �\
DDDD
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
RECIPIENT FOR SKCF1C RIRPOSES AID NW BE
KEPT CONFDENM AND SECRET FROM 01NER5
DRAWANG NUMBER
AD—PR-7005
24
3
�� W
ROOF VENTING
. MARRIAGE WALLS I
TYP. IO0 SQ it CUTOUTS FOR
VD47UTOO OF ROOF SECTION
r_ (SEE CNARi FOR REWmCM[NTS)
100 SO. IN. CUTOUT VENT HOLES
N
REQUIRED IN FLAT ROOF SECTIO
(1607 x SECTION LENGTK CUTOUT NODS
0 TO 15-c 1
15-6. 10 31'-3" 2
31,- TO 4v-w 3
46'-10' 10 6 -6 4
62'-6 TO, W-Or 5
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
I
vl
Z I MARRIAGE WALLS
FI
cl LOW WENT LOW VENT
I
( 150 SQ. IN, VENTS REQUIRED
i HIGH VENT IN SITE LNSTAI.(ED TRUSS SECTION
0 4-1
r_
------------------
Ul \
( `- CENTER LINE T CENTER SECTION
(wo') r SECT=1OCK NON %m tow wxt
10 31-r NO( low
31- 101{- I sm
46 -gr A - 2 I EA Sri
firW - 3 t (A SK
y I 40 AUplol 10 O'QWIC'ANTS
�I
R I i'� TYP. 50 SQ N. ROOF VENTS r=�
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
1
1
I SITE INSTALLED CENTER SECTION OF ROOF.
W
3
2
W
NOTES: aWu► APPROVAL -
A PROVED BY
JUNi07�
INC.
FIDE L MANUFAGTUREO HOME
FM IGN AND SAFETY STANDARDS
JACOBSEN HOMES DR"W" B'TE:REV. UT1EIt
1:1No"C� � R.R.RO1-22-04
TIESi SFEpFICAT±06 AIO ErtA�1G5 AAC
R
OMQUAL PROMIRY. AND Ca/op r^ DRAWING TITLE:
P.O. 'lox 36e INTOWLS Or AZOOS N MAMSACAMM ROOF VENTING
m
SAFETY HARWK FLORIDA 34695 REKOPOn FOR RRP( MO OW r DRAWING NIItiE Xk
PHONE (727) 726-1138 ley CINVO lklm no sm" ON a*= AD -PR- 7006
i
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
I
vl
Z I MARRIAGE WALLS
FI
cl LOW WENT LOW VENT
I
( 150 SQ. IN, VENTS REQUIRED
i HIGH VENT IN SITE LNSTAI.(ED TRUSS SECTION
0 4-1
r_
------------------
Ul \
( `- CENTER LINE T CENTER SECTION
(wo') r SECT=1OCK NON %m tow wxt
10 31-r NO( low
31- 101{- I sm
46 -gr A - 2 I EA Sri
firW - 3 t (A SK
y I 40 AUplol 10 O'QWIC'ANTS
�I
R I i'� TYP. 50 SQ N. ROOF VENTS r=�
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
1
1
I SITE INSTALLED CENTER SECTION OF ROOF.
W
3
2
W
NOTES: aWu► APPROVAL -
A PROVED BY
JUNi07�
INC.
FIDE L MANUFAGTUREO HOME
FM IGN AND SAFETY STANDARDS
JACOBSEN HOMES DR"W" B'TE:REV. UT1EIt
1:1No"C� � R.R.RO1-22-04
TIESi SFEpFICAT±06 AIO ErtA�1G5 AAC
R
OMQUAL PROMIRY. AND Ca/op r^ DRAWING TITLE:
P.O. 'lox 36e INTOWLS Or AZOOS N MAMSACAMM ROOF VENTING
m
SAFETY HARWK FLORIDA 34695 REKOPOn FOR RRP( MO OW r DRAWING NIItiE Xk
PHONE (727) 726-1138 ley CINVO lklm no sm" ON a*= AD -PR- 7006
i
0 4-1
r_
------------------
Ul \
( `- CENTER LINE T CENTER SECTION
(wo') r SECT=1OCK NON %m tow wxt
10 31-r NO( low
31- 101{- I sm
46 -gr A - 2 I EA Sri
firW - 3 t (A SK
y I 40 AUplol 10 O'QWIC'ANTS
�I
R I i'� TYP. 50 SQ N. ROOF VENTS r=�
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
1
1
I SITE INSTALLED CENTER SECTION OF ROOF.
W
3
2
W
NOTES: aWu► APPROVAL -
A PROVED BY
JUNi07�
INC.
FIDE L MANUFAGTUREO HOME
FM IGN AND SAFETY STANDARDS
JACOBSEN HOMES DR"W" B'TE:REV. UT1EIt
1:1No"C� � R.R.RO1-22-04
TIESi SFEpFICAT±06 AIO ErtA�1G5 AAC
R
OMQUAL PROMIRY. AND Ca/op r^ DRAWING TITLE:
P.O. 'lox 36e INTOWLS Or AZOOS N MAMSACAMM ROOF VENTING
m
SAFETY HARWK FLORIDA 34695 REKOPOn FOR RRP( MO OW r DRAWING NIItiE Xk
PHONE (727) 726-1138 ley CINVO lklm no sm" ON a*= AD -PR- 7006
i
y I 40 AUplol 10 O'QWIC'ANTS
�I
R I i'� TYP. 50 SQ N. ROOF VENTS r=�
LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT
MARRIAGE WALLS
1
1
I SITE INSTALLED CENTER SECTION OF ROOF.
W
3
2
W
NOTES: aWu► APPROVAL -
A PROVED BY
JUNi07�
INC.
FIDE L MANUFAGTUREO HOME
FM IGN AND SAFETY STANDARDS
JACOBSEN HOMES DR"W" B'TE:REV. UT1EIt
1:1No"C� � R.R.RO1-22-04
TIESi SFEpFICAT±06 AIO ErtA�1G5 AAC
R
OMQUAL PROMIRY. AND Ca/op r^ DRAWING TITLE:
P.O. 'lox 36e INTOWLS Or AZOOS N MAMSACAMM ROOF VENTING
m
SAFETY HARWK FLORIDA 34695 REKOPOn FOR RRP( MO OW r DRAWING NIItiE Xk
PHONE (727) 726-1138 ley CINVO lklm no sm" ON a*= AD -PR- 7006
i
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT LAf
(OR SOLAR
SITE INSTALLED FLEX DUCT SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
\ /SITE INSTA
SECTIONLLED OF ROOF CENTER
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)
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE, 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
:XHAUST DUCT SPLIT
►ND FASTENED TO ROOF
)ECKING OR BACKER
VITH MIN. 4— 8D NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
-SHEET METAL
SCREW
lo"O"-FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
I. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS,
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS 70 BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
& SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
10-�(SITE INSTALLED)
VENT PIPE
(FACTORY INST
DETAIL ' B'
i
JO'DAPIA
APPROVAL
VED BY
JUN Lo
INC.
DERAL ANUFACTURED HOME
hNSTR11 'TIDN AND SAFETY STANDARDS
J AC 0 B S E N HOMES THSE SPEONOln
MT06 uo DRAWINGS ARE DRAWN BY. R.R. DAtL OT - 23-04 REv. LETTER:
DwouL MOVIEIARY, AID Corld tK DRAWING TITLE:
P.O. BOX 368 MATERIALS OF4ICOB3N MAMIFACTURM —
W- 9",MMMS ARE pppyIIIED TO TW PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 RECPExf FOR 9'[OX PJVM NO NMI K DRAWING NIJUBER;
PHONE (727) 726-1138 IVT CIFnE11TMt NO SECKT TIMM "m AD-PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED WDERLAYMENT LATH A 6' MIN.
OVERLAP AND A MN. 6' WDTH OF ROOF CEMENT.
151 FELT TO HAVE, A 6' MIN. OVERLAP 151 FELT ALSO CEMENTID VAIN A 6' WITH AROUND
AND A MN. 6' WDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
r I ..., FIELD INSTALLED ROOF SATING (TYP.c.1 171
1
11 1 I I f 1 s' MDTH OF ROOF CEMENT MIEN
1 I 1 I OPTIONAL 151 FELT IS INSTAU.ED.
I
r'1 r-T
i
—
r
I I I 11 I I I I I
OPTIONAL LAYER OF 150 FELT
J—
—1
l
r�
ONE-PIECE SINIM
UlOEI6A1 MIW
ROOF SEAT" (TYP.)
THIS Row OF SHINGLES TO BE FIELD INSTALLED AFTER
t•
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHNGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
1/2' 1/Y
TO TO
3' 3'
FASTENING DETAIL YITNDZONE U
L (110 MPH)
ALL EXPOSURES
NOTES: DV(ifPR APPROVAL- DAPIA APPROVAL
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REWIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPUED 4j-:--dZn,
Oct 29,2007
ARE JUST TO HOLD FELT ICE UNTIL. SHINGLES ARE INSTALLED.)JOhl IN INC
EDEPAME
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS K . En L IC ;0,-19� Inc- WSTR CTIDNMANUFACTUREDDSAFE Y STANDARDS
9' � N5T%1CTgN AND SAFETY sranoARos
ONLY WHEN SPECHC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
P.O. BOX 366
SAFETY HONE OM ((813)F726-1138 ss
N°=EmD,:
T1Fg SfE�I<'JITIOlfS No af„>.fcs „>�
MM
WAMOAIS DF �ACOMM YNIIFACIUM
MC an M06TBt1115 NE PRDCM TD Df
� r ME own
O.A.
10-24-07
DRAWING 1111:
SITE INSTALLED SHINGLE AND UNDERLAYMENT
DRAWING NUMeM AD—PR-7008
27
TYPICAL FLASHING INSTALLATION
"INIi YAK UNULK
ULING FLANGE AT
.L FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE j
ROOF FLASHING. ADS' X 1" MINIMUM ROOFING NAILS
OR .113" X 1- MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF,
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
i
OPT. SOLAR TUBE INSTALLATION
SOLAR TUBE DOME, MATH NAILER
FLANGE, SECURED TO ROOF, ON
UNDERLAYMENT, AND TOP OF FU
UNDER SHINGLES. WITH BOT70M I
FLANGE OVER SHINGLES (BOTTOM
MAY BE COVER WITH SHINGLE TA
SECURED MATH AN APPROVED CA
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1' X 16 GA.
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
DAPIA APPROVAL•
AP ROVED BY
JUN
INC.
FEOE AL MANUFACTURED HOME
CONS. RUCTION AND SAFETY STANDARDS
NOTICE CeAMN BY: DAIS FU. LETTER:
JACOBSEN HOMES IKx SKCnCA11DIS No oaAINIMM AK m•T• 02-04-04
OR G MAT, PROPRETART, NO CO ITxNTNIt DRAWK Tine
X 368 NATtJOALS OF JACOBSEN IAAWACTIRaf• TYP. FLASHING INSTALLATION
„ ME
SAFETY HARBOR,FLORIDA'34695 ITEMFat 9W ARMSE5 bO MS BE DRAWING NLWKP-
PHO►IF (813) 726-1130 PVT IDO M114 AM SECRET FROM OTHERS AD-PR-7009
28
ADDENDUM
GENERAL NOTES /. TIE-DOIVNS
NOTES:
I. FRAME IIE-DOYNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOLE.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3, VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME ATE-COWNS w 01 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WHEN ANCHCRS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST 6E :NSTALIED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4_ FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL BE 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. SM ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90- SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT. THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEOR ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AiD TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SIJDING FORCES
14. 'ANCHORNG EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES N 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, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE 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 YHCH 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 BLOCK14G P.EQUiREMENTS. ALL BLOCK:NG OE iAIL5
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES:
ENGINEER�A .. 1 IF/FJ��''''�
DAPTA APPROVAL:
RFp2�i
ROVED BY
THESE NOTES AND DETAILS ARE APPLICABLE
QGV rJp
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
= ENE8703571
1 5 Im
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
=
,)UN
EXPOSURE V. SEE APPROPRIATE TABLES
;�
INCD
FOR SPECIFIC INFORMATION ON EACH.
TA "
--i
�� 11 V
'ENO ,
JACOBSEN HOMES
NOTICE 'A'AJIf!
THESE sPEPnCATMS
'� %��
""' C.L.Y.
GATE:
5-19-95
REV. LET7ER:
®
®�
m
P.O. BOX 368
AND D"WIII ARE
MONN. PROPRIETARY. AND OMMITI L
NATTRIALS OF JACOMM WMlFACTMNC
DRAIMNG TITLE:
TD-GENERAL NOTES
SAFETY HARBOR, FLORIDA 34695
'_ SJCH uATERiALS ARC FRONDED TO THE
�AnWG HUUS�
AD-TD-0001
PHONE (813) 726-1138
RECIIIIINT
PUT cwrr ANp SEOV E a oo m
29
ADDENDUM
NORMAL TIE-DOIVN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. OTY.
ANCHOR
YIN. DTI.
1111IR
FLOOR
WIDTH
EA. END OF
EA. SECTION
ANGLE
YIN. 6
EA. END OF
EA SECTION
ANGLE
Y;N. A
20'-0'
2
36'
2
45'
j~
24'-0'
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
MIND ZONE III
SPACING
DEL. HEAD
LOAD
ANCHOR
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANCHOR aNaE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0"
12"
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-0"
.12'
8'-0'
31501
40'-50'
6'-8'
3150¢
40'-50'
25-4'
12'
8'-0'
31501
40'-50'
6'-8'
31508
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50' .
LONGITUDINAL TIE -DOWN SPACING TABLE :,
MIN.
WIND ZONE II
WIND ZONE III
UK OTY.
ANCHOR
UINL OTY.
'ANCHOt
FLOOR
WIDTH
EA. END
N
EA. END OF
ANGLE
O
EA SECTION
YIN.. 6
EA SECTION
YIN.
20'-0"
2
50'
2
68 '
24'-0'
2
70'
3
51'
25-4'
3
45'
3
26'4
3
45'
3
FAD'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
VAND ZONE 81
SPACING
DEL HEM
DELANCHOR
ANaE
SPACING
DEL HEAD
LOAD
ANOIOR ANCIE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
3150#
40'-50'
24'—O'
12'
5'-4'
31509
40'-50'
4'-0'
31501
40'-50'
25-4'
12'
—4'
31501
40'-50'
4'-0'
3150g
40'-50'
26'-8'
12'
5'-4'
31501
40'-50' „++
+►,,,,,, '-0'
3150#
40'-50'
� -
ENCJNEER\ Q �i��
T
DANA APPROVALOTES:
1. SEE AO-7D-000I FOR ADDITIONAL REOUIREUEN1S.
G\ S F9
No. Fo'?' ';APPROVED
BYE
2 SEE 1 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULA D ABO
= ENE S
5
471
moo. � �OF
INC,
��4
�'-. '� •. D 1 A+ . • CNN
JACOBSEN HOMES
THESE sPEanunNOTICE:
ons AND DRA,AHCs ARE
I�dREd •
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:P.O. NORM. SPACING TABLES//
BOX 368
Ng
CRQNAL, PROMETARY, AND CONFIDO,TUL
MATERIALS CF JACOBSEN UA)UACTLA7ING
t`
SAFETY HONER(813)F726 1138 95
MC. 9JCH YATEPoALS ARE PR WO TO THE .
I`aPCTCCpaMnk N CAET,RROW OTElS
DRAWING NUMBER: AD—TD-0010
30
ADDENDUM
5�
ALTERNATE TIE -DOWN SPACING TABLES v0
ZONE Il & M/EXP. C kyo
LONGITUDINAL TIE -DOWN SPACING TABLE
�1
UK
WND ZONE d
ww ZONE N
`v.
FLOOR
NK W.
ao a
mm
UL on
FA a
mm
�
1�
WDTM
EEk
i►. oi
�e
im.
L a
FA SE
w. e
2S-4'
2
54'
3
40'
�O
24W
2
54'
3
40'
25-4'
2
60'
3
44'
26'-8'
3
N
3
Ar
4T
4
41'
(SEE NOTE 14 FOR ANCHOR ANGLES)
VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WND ZONE 11
ft ZONE 11
s wo
ML *A
LCAD
AWN ANGLE
WACO
ML HEA
LOAD
Afar NOE
FLOOR
WE
EAVE
OVERHANG
IS 4'
12'
54
31W
W-45'
54
3150 f
35'-40'
24-0'
12'
54
3150E
40'-45'
6-4'
31501
35'-40'
254
12'
54
31501
40'-45'
6-4'
31501.
35'-40'
12'
5-4'
31501
9-45'
54
3M
35'-40'
12'
1 54
31501
9--45'
5'-4' 1
3154
1 35-40'
(SEE NOTE /4 FOR ANCHOR ANGLES)
eeeeeeo��i���
DpF ��ii
`♦°°° N G.Is
F ' o0
.
NO 45,184
:J
� Y
-,�Y r
-
53,v
, STk -
O REF. CALC.
Rm
�000'�� ": c1 R 1 P,: ��♦♦` C-TD - 215.01 - 215.20
o
iS/ pNA, E�°°o♦
ills
DIMM u:
wm mqo#L,
NOTM
1 SM AD-M••M FOR ADDITIONAL REOUFMOn
APPROVED BY
00
2. SEE AD-M-CM 1 FOR YAUN PER HEIGHTS REQIM FOR 11E LOM
TA "Im AM
Jtm 16,2009
1 1E-CM DEW ON THIS PAGE AF4LWME 10 DOUBLE WM ONLY.
I N C
4, Wo ANM ANGLE SHOMN W THE CHANT AME GWNOT BE ACHiA%
.
FEDENAL IIRMIFACTI/!D NOSE
CDNSTNICMK AND SMTV Sr OUN
MAO AN APPROVED STMLM PLAT.
JACOBSEN HOMES
nm�► mom
ORA1N BY:
N.T.
OATS
C16-C;4-09
REY lET1fR
DUNG
'9L.TERNATE SPACING TABLES
P.O. BOX ma��
amp 10 MWWML
PWWM
o► ,nooe9EM YANIIFAQnAr10
SAFETY HARBOR, FLORIDA 34695
LLLU PHONE (813) 726-1136
W. SM ININU AK F+l M 10 IK
WNI FM 1PB= W= AIO rat E
m" Comm Flo mK1 m mm
DRAW Ml1BEk
AD—TD-0010.1
31
ADDENDUM
TIE- DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER W-ID-W10 TABLE PER AD-TD-0010 Tw PER AD-TD-0010 TABLE PR AD-T6-0010 TAKE PER AD-TO-0010 TAKE 4Ak
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE E0 FOR ALTERNATE TIE-DOM IMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE M-DOWN YE A
IHHI
SEE NOTE 5 FOR .
MAW N HNIT
NOTES: ENGINEER`�FPROvA� C0CZ' *f'�� „Q�PJII,APQ�iE11-BV
� rrj(J�/ (J r
1. SEE AD-M-0010 FOR SPACING TABLES .�O •'�,�STEgF F�j'� AL,
2. SEE AD-TD-0010 FOR QUANITY OF LONGITWAL TIE -DOWN STRAPS REQUIRED. 4z No ,Jy5�11 !•
3. SEE OTHER DETAILS FOR BLD0aNG (PIER) QUANTITY AND OTHER REQUREMENTS. _ - ENE8703571 A I
4. SEE AD-TD-0001 FOR ADDI110NAL REQUIREMENTS. - II\`,�c
5. ZONE 2/EIPOSURE 'C': 60' NAXNMUM HEIGHT 5 �O'• S T�
ZONE 2/ETPMRE 'D': 44' MAXEMUM HEIGHT' 4 P. ' 44
ZONE 3/E%POSIIRE V.- 40' MAXWUM HEIGHT 'ii�iP''•�•'�\�` REF. CALCS:
ZONE 3/EXPOSURE V: 36' MAXWM HEIGHT ��/ <�s • • • •• ��
JACOBSEN HOMES ICNNOTiCR GRA M111Hi!�" DATE: REV. LETTER:
THESE SPECFrAT5 AND DRAWINGS AM C.L.Y. 3-27-95
LJLJELJ
MONAL. PROPRIETARY, AND CMM"TK DRAWING TITLE:
„ P.O. BOX 368 MASS OF '"COM MAAIFACTU FMC FIGURES 1.0 AND 1.1
NG SUCTI MATERIIALS ARE PRONDO TO THE
SAFETY HARBOR. FLORIDA 34695 RECPVTF FOR MIX PURPOSES MO MUST K DRAWING NUMBER: -
PHONE (613) 726-1138 IM COWMI& NO aml HROY OTHM AD-TD-0011
Q
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
NANO O TIF—nrlWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION
SHONNG TIEDOWNS TM� F1DOR
lj
me mR ma (sm N01E 16) ARW WE (SEE NOTE 18)
FIGURE 1.1
(DE5 M BASED ox 95 I/f I -BEAM fF MS MID 96. ft SIDEYIAl1S)
MITES -
I. SEE AD-TO-0010.1 FOR SPACING TABLES.
2. SEE AD-TD-0010.1 FOR QUANITY OF LONGRUWAL TIE-DOYM STRAPS REQUIRED.
S. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANIITY AND OTHER REORENENTB
4. SEE AD—TD-0 01 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/E16 MRE V: 67' MA)MUM HEIGHT
ZONE 3/EVt1A)RE V: 56• MAXIMUld HEIGHT
6. *0 ANCHOR ANGLE SHDIMI ON AD—TD-0010.1 CWOT BE ACHIEVED,
INSTALL AN APPROVED STAIOLGiR PLATE.
ae4pg44iIIISO/�I°0°
� �FiJ °°ie
0
ae�`o �0,• �'; C 4 N gF • F� ��i
Na 4._ 'I
m cc,
d9� b�/. ��: • tu:
C
°°�B�eeaaa4tte4o�
SEE KIM 5 Fm
MNOAM MW
APPROVED BY
ONO A
Jtui 16,2009
INC.
FEDERCONSTll NANDFA D imoSM HONE
CDNSTRUCIIOX AND SAHtt STANDARDS
C-TD- 215.01 - 215.20
)XI 0rtca DRAM BY. M.T. DAZE 06-04-09
JACOBSEN BIOMES THE51: SMVrATm mo DRAW= ARE
a TUMLS MANUFA G DRa�ING TIiIF FIGURES 1.0 AND 1.1
P.O. BOX 368 W, MM MAIMALS ARE PRMW TO Tiff
SAFETY 38 B5 s � Mg K ORAVNG NRBRONE(1)72-11W FM AD-TD-0011.1
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
MIN. on•
ANCHOR
MIN. CITY.
ANCHOR
WIDTH
EA END OF
ANGLE
EA END OF
ANGLE
O
EA SECTION
MIN. 0
EA SECTION
YIN. 0
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
D
HEAD
ANCHOR ANQ.E
oBIL
12'-0'
6'
8'-0'
31501
40"1
6'=8'
3150#
40'-50'
13'-4'
6'
B'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLli,
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. CITY.
ANCHOR
UK OTY.
ANCHOR
WIDTH
EA END OF
ANGLE
EA END OF
ANGLE
O
EA SECTION
YIN. 0
EA. SECTION
YIN. 0
12'-0'
2
64'
3
41'
12'-0'
3
31'
4
33'
13'-04
3
42'
3
55'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
LOAD
12'-0'
6'
5-4'
31501
40'-45'
4'-0*
31502
40'-50'
13'-4
6'
5-4'
3150;
40'-50'
4'-0'
3150
40'-50'
NOTES:
ENQ;EER% O �•'/����,''i
�FO
DAPIA APPROVAL•
I. SEE AD-TD-0001 FOR ADDITIONAL REWIRELENTS
.`� �S T
'"""
APPROVED BY
2 SEE AD-TD-0013 FOR NAIDMUII PIER HEIGHTS REQUIRED FOR THE LOADS
TAeuuTED ABOVE.
N0. o ',
ENE8703571 -
%A IN 1 5
3. MAIL EAVE OVERHANG REFERS TO OVERHANG AT SIDEWAL NOT FRONT OR REAR.Nil
INC
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS WITH 95 1/2'
STAT'= OFE
O :'44
�^^''
rlx,rrwaw,u�Na�
mmti,awowmsYAbvlDo
I -BEAM SPACING, 96- 11AAMUN SIDEWALL HEIGHT AND 6- NA70MW SIDE
NA
OVERHANG (6- OVERHMNC X EACH SIDE OF UNIT).
�f`''• `
'�'�i �s►'''rO1Q4
JACOBSEN HOMES
NOTICE: NIN NI
>NESE SPEOFIU.TIOHS AND DRAWINS W
1t11imp •
C.L.Y.
DATE: -
5-30-95
REV. LETTER:
P.O. BOX
DIEONAL PROPWARY, AND OONIIOENIK
YATERINS OF'JACOBSER UP"ACIMNG
we &0 MA7,?-ALS ►RPROMDED To THE
A
'\
HE
DRAANG TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDAI 34695
PHONE (813) 726-1138
RECPOR FOR 9'ECR AY?W RD WSI BE
%E" CoWrO m ND goo IRoM omm
DRAWING NUMBER:
AD-TD-0012
34
TYPICAL -SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -.DOWN SYSTEM
FIGURE 1.2
SEE FIGURE 20 FOR ALTWITE TIE —DOWN 103fNOD
;v«aF
FIGURE 1.3
SEE FIGURE 7.0 FOR AI. WITE 72-DOWN END
SU NOTE 5 Foe
RUIN Hm
NOTES: EN(iIEE`R``(�IROJ�rprrrDAPIA APPROVAL
1. SEE AD-ID-0012 FOR SPACING TABLES AND NOTES ��`````�•"oO�O'''''i� APPROVED BY
2. SEE AD-TD-0012 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. �'�; •�G�STEq� . (CZ �� .
3. SEE OTHER DETAILS FOR BLOOIONG (PIER) QUANTITY AND OTHER REWREMTNTS N.. O
4. SEE AD-m-0001 FOR ADDITIONAL REOUREMENTS. — EN 870357 = `�N h
5. ZONE 2/EXPOSLIRE V.- 30- MA)UM HEIGHT 7N
INC
ZONE 2/EXPOSURE 'D': 48' MAMM HEIGHT AT.� OF : �U tw�rMf�CI111�N7E
ZONE 3/EXPOSURE V: 28' MAXIMUM HEIGHT
ZONE J/EXPOSIIRE 'D': 60' MAXIMUM HEIGHTOI�A���``��•
J AC 0 B S E N HOMES
o WATlA77W
`j l �"
���` C.L.Y.
DATE
5-19-95
REV. LETTER:
THESE SKOFICATIOONS A ill
WGINAL PROPIOETARY, AND a01i1DETITIAL
MATOULS AKWSEN MANLIFAC1lRM
DRAWING TITLE-
P.O.
P.O. Box 368
OF
FIGURES 1.2 AND 1.3
a`
SAFETY HARBOR, FLORIDA 34695
WG M MA70 S ARC PROWED TO THE
REaPEJR FOR 9WX Rff4NS NO KW BE
DRAWING NUMBER:
//
PHONE (813) 726-1138
nPT CORIRIITIK AND Sit V rROM ONK
AD—TD-0013
W
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
rM ru w-•�rwry �nwc ran nv-.u-w.v .rawi ru. .u-.u-w�u Prot, rug w-�u-ww �_.,.. rcn nu-.u-w.v .nuac ...�.
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
`� ,..p �.,, r -v
NOTES: •G\STER • cc
I. SEE AD-TD-0010 FOR SPAONG TABLES. _ •' �c�' No.
2. SEE AD-TD-0010 FOR QUANUTY OF LONOTUDIAL RE-DOVN STRAPS REQUIRED. = ENc8703571
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS �0.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS t�-. -
APPROVED BYNil
� � 5
�• � ��y �, •:��; : 'or,
(MCA
� HOEWL YAVKTLA�N]E
F •^! . I PAN• ' �\ ��•�` wmtina,.cwt rswaen
R•
JACOBSEN HOMES
CRANKS
THESE sPEanunas CRANKS ARE
DRAM BY:
C.L.Y.
DATE:
5-19-95
REV. LETTE .
ORICINAL. PRWKTART, AND CCNFICOi11&
MATUdALS OF JACOMEN MMA,FACILRING
DRAWING Tllti
FIGURE 2.0
n
P.O. BOX 368
TOW
SAFETY HARBOR, FLORIDA 34695
B+G SUQ1 NATER.ALS AFE PRWDFD
REOPIENT FOR SPEC IC PMOM AND WST BE
DRAWING NUMBER
/H\
PHONE (813) 726-1138
PVT 0D IDDink NO SECRET n= OIHEK
AD-TD-0014
36
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE—DOWIN INSTALLATION METHODS
SIDE NEW OF WAIN FiAW-
TIE-DOWN STRAP
SCC OTHER DETAILS
FOR TIE-DGXN STRAP
SPECnCA710NS.
APPROVCD ANCHOR Ni'.D:D TO
MAIN I -SEAM (SEE OTHER OETAt.S
SEE AD-ID-0200 FOR FOR NELDNO) TO BE INSTALLED'
RADIUS CUP DCTA;LS AT IKE FACTORY.
(REWIRED THIS LOCATION). (UN. 31501 IYM&NG (D:SICLI] LOAD
AND 47251 ULTNATE LOAD.)
o GROUND ANCHOR
° SEE OTHER DETALS.FOR 511E,
ANGLE AND OTHER INSTALLATION NOTES
_I
1- FIGURE 2.1
SRJD HEADER (CROSSUEUBER) 3' X 3/4' (: 1/2') MUST
BE LOCATED
FRONT VIEW CUT INTO FfAOER
FOR STRAP ATTACHMEITT. p" S' OF MAIN
(FACTORY OUT) CHASES I4�
T;mt200 SEE AD-TD-C2W FOR
RAD SEESEES CLIP ODETAIS I RADIUS CUP DEIALS
(REOURED THIS LOCATION(. I (FEOLWD THIS LOCA RON).
i
5'WX. I
TE-DOtM STRAP
SEE OTHER CETAILS
SIDE ' EW FOR TIE -DOWN STRAP
SPECIMATIOKS
GROUND ANCHOR'
° SEE OTHER DETAILS FOR SIZE,
° A.V6:E AND OTHER INSTALLATION NC _S.
I -III I I •\, 4�^,/. Ii.LI/f/://
II_ ,��•' FIGURE 2.2
NOTFS � L!R &PPROVA :: 1. DAP.A A. ROVAU
ENE
j 1. SEE AD-TD-0010 FOR SPACINGS TABLE--
2. SEE AD-TD-0010 FOR OUANITY OF LONG17UDLAL TIC -DOWN STRAPS HCOUfiED. �O STWITC -
:: ....
3. SEE OTHER DETNLS FOR BLOCKING (PIER) QUANTITY AND OTrIER rREOILREAIENTS � r
4. SEE AD-TD-0001 FOR ADDITIONAL REQUREUENTS.
/Il,t,t 111,11A ,c r _
ANoo BRACKET AND TtE-DM
DEICES ARE CERTMD BY OTTERS
NOnC4 caAxN BY. C.L.Y. DAI`. 6-13-95 REV. LETTER:
JACOBSEN HOMES TIC 9° UXA7'ONS AND CRAwcs ME
OOGNAL FIC?WMY. AN) C0XC0UIL ORAMRIC TITLE
P.O. aox 36s NAMMS Cr JACOOYLrA
N WAKrACTIG FIGURES 2.1 of 2.2
tIC S11C1 YAT94ALS AA[ MOY= 10 1HE
SAFETY HARBOR, FLORIDA 34695 KWDIT !3t SKCnC 1JMM AAD MAY K DRAYM.' NUUBIR'
PHONE (813) 726-1138 ICI MnXNIAL AA7 moo nTn1I oxn AD—TD-0015
37 '
LONGITUDINAL STRAP ATTACHMENT
TYPICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
AM CLAMP, MANUFACURED BY
ENGINEERING, PART 159011
�...., ,. FACTURERlr INSTRUCilONS FDR
COMPLETE INSTALLATION DETAILS)
NOTES DAPIA APPROVAL
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS _ A PROVED BY
Z. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL Isms jljo t S 2R
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS.fit-HINC.
FEDEI IAL MANUFACTURED HOME
CONS RUCTION AND SAFETY STANDARDS
NOTICE: DRAWN BY. DATE; REV. LETTER;
•JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE M.T. 6-12-01
ORIGINAL, PROPRIETARY, AND CWRDENTIAL DRAWING TITLE:
P.O. BOX 369•" NSUCH AY JACORIALS SENARE ROMEDCTURTHE LONGITUDINAL STRAP ATTACHMENT
INCC SUCH MAIEPoAIS ARE PRDNDED 10 THE
SAF PHONE (27)F726 113846- RWi wCONFIFoENTI D SE00SES fROV O STTiFTS DRAMNc NUN. . AD-TO-0016
38
ADDENDUM
S�'
OFFSET UNIT TIE —DOWN SPACING TABLES N
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE ul
FLOOR
MIN. OTT.
ANCHOR
tax OTT.
ANCIai
WIDTH
EA END OF
ANGLE
EA. END OF
ANGLE
�O
•��
Ell SECTION
UK a
EA SECTION
WE 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
SPAONG
DEL HEAD
Low
ANCHOR ANGLE
SPACING
DBHEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0'
12'
4'-0'
31501
40'-50'
4'-0'
31501
40'-50'
12'-0"
12'
4'-0'
3000I
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'4
31501
40'-50'
4'4
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
Ma• OTT.
ANaoR
UK OTT.
ANCHOR
WIDTH
EA. END OF
mu
EA END OF
ANGLE
EA SECTION
HIIN. a
Eel SECTION
LHIx e
10'-0'
2
64'
3
46'
�O
12'-0' 1
3
50'
3
68'
13'-4'
3
58'
4
1 48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACINGLOAD
DBL HEAD
ANCHOR ANCF
SPACING
DBL HEAD
ANCHORANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
10'-0'
12'
4'-0'
31501
40'-50'
2'-8'
31501
407-50'
12'-0"
12'
4'-0'
31001
40'-50'
2'-8'
31501
49-50'
13'-4'
12'
4'-0'
3065,1
40'-SO'
2'-8'
30001
40'-50'
NOTES:
uN°:W N ty'bQ�c'� A
ifAM D BY
1. OFFSET SECTION %ITH THE MARRIAGE UNE WALL EXTENDING BEYOND THE ENDNALL OF
THE ADJACENT SECTION MUST BE TIED DOWN THE
Q ,• �1sTc�T
�: C� '• !y
REVISED
AT MARRIAGE LINE IN ACCORDANCE
?�
4=
YAM THE TABLES ABOVE: THE 9DEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
,h• , . _
•'�
Cn
a p Ois
J�IfI 7
BE TIED DOWN IN ACCORDANCE 111TH THE NORMAL SPACING TABLES (AD-M-0010).
2. SEE AD-M-ODOI FOR ADDITIONAL REQUIREMENTS.
, ;• * s
I �•
�^ � FEDI
I V
RAIL MANUFACTURED HOME
3. SEE AD-M-0021 FOR MA)OMUM PIER NMI REWIRED FOR THE LOADS TABULATED
����`•'• hl'•''� `
��i�s�,'• O�Q•''����`
ABOVE
COI
ISTRUCTION AND SAFETY STAND
JACOBSEN HOMES
NOTICE
iNISE sPctNrlunoMs ND HxMIJILS ARE
tA A
R.R.
DATI
8-27-96
IHEv.LErrER
BO% J68
HE
CMUNAL. PROPMETARY. AID C0f=[ITYL
OF JACWSEN YAKNAC1UR111C
S YAIKCMERLALS ARC PROM0f9 10 IN(
uP.O.
DRAINING ITIE:QYAI178ALS
OFFSET SPACING TABL
SAFETY HARBOR. FLORIDA 31695
PHONE (813) 726-1138
KO I
RttlP011 fd SPcOr1C RAPC4S AM WSi ![
LEFT COI(1TOIIM 00 XORET 1ROM OHn
DRA%1NG NUYOM
AD-TD-0020
16
i
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 FIOR ALTERNATE TIE —DOWN HMOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXDIUN 1618,
[TARES ON AD-TD-M Jb1.yQI APPLY
TO TN6E STANDARD I111LTF41DE SECDONS
OF THE UNIT -SEE NOTE 1. AD-TD-Ml
M. FLOOR Sn'UN-7 III TV. CRM-MUM
1v I•— AN(:1DR ANCHOR --I 'R 9' I-- ANCHOR ANRE ANW mU — 4 `R
ME ANGIE
FIGURE 3:1, ; FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TI-DOAR &MOD ��P9tldh�tl.4+BQy ALTERNATE T!E-DOIN NEMOD
NOTES: EN(I o , . , • �i, DAPIA APPROVAL•
1. SEE AD-m-0020 FOR SPACING TABLES OFFSET SECTION ONLY). ��`` Q, G� No 'Q a �2�-; APPROVED BY
( 3 : '•� c�
Z SEE AD-TD-0020 FOR QUANITY OF LONCITUDIAL TIE -DOYEN STRAPS REWIRED. �[ y-
(OFT-SET SECTION ONLY) _ ENE8703571
3. SEE OTHER DETAILS FOR BLOC ONG (PIER) OUANTIT Y AND .OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.I sr 9 INC,5. ZONE 2/EXPOSURE 'C'. 44' MAXIMUM HEIGHT _ %� '• //f'•' ��' �� +�ur� I \J �
ZONE 2/EXPOSURE b': 24' MAXIMUM HEIGHT (32" 0 24' WIDE MIN.) i, .c Voy•,, .: �� �avomm
ZONE 3/EXPOSUREZONE 3/EXPOSURE V.- 32" MAXIMUM HEIGHT (44' 0 24' WIDE MIN.) ''C': 32* MAXIMUM HEIGHT'�i��iis/D a l •`
JACOBSEN HOMES
N0TlCE
THESE SPECIFlCAnaNS AND ORANINGS ARE
DRAWN BY:
C.L.Y.
DATE
5-11-95
REV. LETTER:
ORIGINAL. PROPRIETARY, AND CONFMTK
LIATERIALS OF JACOULDSEN MMUFACTU2ING
DRAWING TITLE:
FIG. 3.0, 3.1 & 3.2
A
P.O. BOX 368
SAFETY HARBOR,
726I01384695
M SUM WATERS ARE PRONDED TO THE
C F HM
p(ZAWING NUMBER:
HONE (813)
WT CWMRk NO SEOCS�
AD—TD-0021
40
ADDENDUM -
ALTERNATE OFFSET UNIT TIE-DOWNI SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS=SECTION
,1,11n1N11YNNNN, -
NOTES `Fr1�. OY iiA��i DAPIA APPROVAL
r L. SEE AD-ro-002o FOR 4AL:4; rA�Es (OFFSET SEcnoH ONLY). � ��•hoAPPROVED BY
2. SEE AD-ro-0120 FOR QUAN!TY OF LONGITUOAL TIE-DOYM STRAPS REOLARED.
(OFFSET SECTM ONLY) _ �'E8703571
3. SEE OTHER DETAILS FOR P DCKN' (PIER) QUANTITY AND OTHER REWIF150TS = = INC
4. SEE AD-ro-ODOI FOR ADDITIONAL REQUIREMENTS T Qj-' I v
��� Ilttww•lAL�1�10�
�.��, . !/'�/aI�N�, • 4. �. eoels,�+arowtnswcw
JACOBSEN HOMES
msE sKouaNi1 Nss &w mAma
11R""" BY. c.l.ti.
DATE 5-11-95
R" ETTM
P.O. BOX 368
AAL
NYEONAL PI10V10[TAR'i. A►O OON10p1iNL
°Am°AU 9W00: "'A1JfAC1�M0
DRAVANG TITLE:
F1G. 4.0
SAFETY HAR2=iR. FLORIDA 34595
NG 9" MATTAIUS ARE MpW 10 M
KOW 1`011 9'S01X NNO NO YNSI r
DRAWAG
PHONE (813) 726-1138
lvi COKL011U1 me zoo IRON OHMIA1M89!
AD-TD-0022
41
ADDENDUM
�C�QgS
ALTERNATE UNIT TIE-DOIYN SPACING TABLES
�QQQ D
ZONE II & III/EXP. C &
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
RIND ZONE II
HIND ZONE III
MIN.OTY.
ANCHOR
WIN.OTY.
ANCHOR
FLOOR
WIDTH
ENO
ANGLEEA.
END OFANGLE
0�
A. SECTION
WIN. a
E.A. SECTION
MIN.e
20'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
25'-4'
2
50'
2
67'
2
55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
RIND ZONE III
FACING
� HEAD
ANCHOR ANGLE
SPACINGLOADANCHOR
DEW.. HEAD
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
20'-0*
12'
4'-0'
36701
20'
4'-0*
3900#
20'
24'-0"
12"
4'-0'
37001
20'
4'-0'
39501
20'
25-4'
12"
6'-8'
4000 j
15'
4'-0'
39501
22'
26'-8'
12"
6'-8'
39501
28'
4'-0'
3950# 1
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
RIND ZONE III
MIN. OTT:
ANCHOR
MDL OTT.
ANCHOR
FLOOR
WIDTH
EA. END
EA. END OF
ANGLE
40�
Fx SECTION
IN.
MIN. a
E.A. gcTa►N
uw. e
20'-0'
2
50'
N/A N/A
24'-0-
2
70'
N/A N/A
254
3
42' 1
N/A I N/A
26'-8-
N/A
N/A I
N/A I N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX,
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANGLE
SPACING
HEADHG
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
4'-0.
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'__+
N/A
N/A
N/A
25'-4'
12"
4'-0'
40DOI
26'
N/A
N/A
N/A
26'-8'
12'
4'-0.
40001
27' ,,,,,,I
, N/A
N/A
N/A
NOTES:
ENa `Ekil- P"S� L'DOrA��i,'
�l CO
DAPIA APPROVAL-
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS
'�
-No.
2 -m-DO31 FOR MAXIMUM PIER +MT REWIRED FOR THE LOADS TABULATED
•
EI�E8?03571 '.
- .11.
;-- --•: ?
SE
:'
3. 20 WDES -82" MAXIMUM 1-BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0030.
67247
�n/, � ' .0
.
Fn,CIF+..
_..._....�....
JACOBSEN HOMES
N077CF_ 11T118
THESE SPEOFICA IONS AND DRANCS ARE
T9BAwN :
C.L.Y.
DATE
6-13-95
REV. LETTER:
DRA1'ANG TITIL•
ALT. SPACING TABLES
It
ORIONAL. PROPRIETARY. AND CONfWTMk
MATERIALS OF JACOBTN MANMEACAM4
' P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
INC. SUCH MATERIALS ARE PROMDED TO YAl
REIpYNT FOR SPEax 1tRPM " MIST K
ORM
DRAWING NUMBER:
AD-TD-0030
PHONE.(813) 726-1138
AVT EdIMTL4 AND SEan RZOu
I r
42
C
4�� oce%s
10�
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
SEE NOTE 4 FOR
YAI4NW HEUT
4, MAX INSET FIGURE 5. 0
4_ L SEE FIGURE 1.1 FOR RECOi0MED M-DOTN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
nn USING THIS M-DOWN COKFIGURATIOH A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR = ► D®CH LOAD (TORKM LOID) RATING OF
4,000 POUNDS AND AN ULMATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIYHANT ANCDOR m=G THE ABOVE SPECIFICATIONS MADE BY
ANOTHER XkNUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
1. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS.
INSTALLING THE FRAME TIE -DON STRAPS AT THE 'OUTBOARD` I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIDNB (PIER) OUA NTITY AND OTHER REQUIREMENTS
HEIGHT OFF THE GROUND IS CKATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE T.E-DOWN SPACING TABLES (AD-TD-DO30).
RECONMETIDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
4. ZONE 2/EXPOSURE 'C': 3r MAXWUM HEIGHT
EN(3NT ,MPROVALy1 •- ' •;,
�
UF'.,
DAPIA APPROVAL
ZONE 2/EXPOSURE V: 27' MAW- ILIM HEIGHT
XX •
'���
_
ZONE 3/EXPOSURE V: 30' uAx►rdu HEIGHT.•�CISTFH
'D':
"•�
-
ZONE 3/EXPOSURE THIS APPUCATION IS NOT APPLICABLE.
No.
cj_-
� ..�
1 '
ST T�
J .j .1T
s/or�
JACOBSEN HOMES
NOTICE; ' I'0 0
�sE =EancAnDH5 AND DRAMNGS AREC.L.Y.
•ORAWH BY:
GATE
6-13-95
REV. LETTER:
■
ORIONAL. PROPRIETARY. AND C0M1DINTVL
LRI UATALS OF JACOBSEN MAMIFACTURMNG
ORAMNG TITlf:
FIG. 5.0
��
P.O. EOX 368
W_ SUCH NAPIULS AR[ PRDNOED TO THE
SAFETY HARBOR. FLORIDA 34695
RECPQtr roR sECr1C RRF� ko w51 of
SE=
ORAWING NUMBER
AD-TD-0031
PHONE (813) 726-1138
TUT CCr6UEENIVl PM n= ODD
43
�f
ADDENDUM
FClA�7�f�°° (�gs ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 6
0
LONGITUDINAL TIE -DOWN SPACING TABLE
Mill
WIND ZONE II
WIND ZONE III
V
S�
FLOOR
'WIDTH
YIN. OTY.
EA. SECTIONEA. END OF
SECTION
ANCHOR
ANGLE
YIN. B
YIN. OTY.
EA. END ICANGLE
EA gCTIGN
ANCHOR
YIN.. B
�]4 O�
20'—D'
N/A
N/A
N/A
N/A
24'—D'
2
42'
2
53'
�
25'-4' 1
2
45'
2
58'
26'-8'
2
48'
3
3-70
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
HIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DBL. HEADLOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20`-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8'
12'
4'-0'
40001
20'-30'
•4'-0'
40001
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
HIND ZONE III
FLOOR
YIN. OTY.
EA. END OF
ANCHOR
AN.
A. END Y.O
EA. END
ANCHOR
WIDTH
EA SECTION
YIN. A
OF
EA. SECTION
INGLE
YIN. B
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
1 - 3
45'
25'-4'
2
66'
3
48'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DELI. HEAD
ANCHOR ANGLE
SPAONG
DBL LOADHEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
4000#
20'-30'
25'-4'
12'
4'-0'
40001
zs'-30'
3'-2'
40001
15 -30'
26'-8'
12'
4'-0'
40D0 j
25'-30'
3'-2'
4000#
25'-30'
NOTES
ENGINEER`AD ffilftIII1111//���
�_�` i
C"DOCO,'//
DAHA APPROVAL
BY
SECTION NTH THE MARRIAGE LINE WALL EXTEN%IG BEYOND THE ENDWALL OF
PPROVED
1. OFFSET
���(
•iG\S Eq�c �Z /':
THE ADJACENT SECION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
TYTH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTTON(S) ARE TO
�•� ��.
IVO. '' Z
.)U1 1 4
BE TIED DOWN IN ACCORDANCE WITH THE ALL SPACING TABLES (AD-TD-0030).
_ E r8
INC
I v
2. SEE AD-M-OODI FOR ADDITIONAL REOUIREMENTS.
r ; ST
C W -.. v.... `r'.4T SSMGI=
3. SEE AD-TD-0033 FOR MAXIMUM PIER HEIGHT REOIARED FOR THE LOADS TABULATED
%�Q� •, �, �!•''a� `
ABOVE
JACOBS EN HOMES
THESE SKWICATIONSS "D MAMCS JA
A ,` as
�"' a C.L.Y.
DATE:
5-30-95
REV. LETTER
DRAWING TITLE:
ALT. SPACING TABLES
CRONAL. PROPRIETARY. AND LYItl1DENTLAL
MATERIALS OF JACOM WwACTUTWO
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
YIG IM MATEWLS ARE PROMOED TO TIE
m[ww FOR SPEcrx PjN0 AN] um K
DRAWING NUMBER:
AD—TD-0032
PHONE (B13) 726-1138
IVT CDIrTI1 R& AID IaV 110 OTNDs
44
pON ,5 N1*t0 SEE 1 0�`
t. ► %s PADDENDUM
�S �2o TL� cus p�5 g�Q
ALTERNATE TIE -DOWN SYSTEM
400 �
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
ANSI ANGLE
FIGURE 6.0
SEE FIGURE 31 UDR RE COWERDED TIE -DOWN METHOD
SEE NOTE 5 FOR
MUM N NEW
(TABLES CH AO-ID-M KW APPLY
TO TIIg STAM MiO IAAT{-VIN ICIM
DF THE UNIT -$ NOW 1. AD -ID-=]
T1P. ILOOR Sf=-7 11 11P. !BOSS-mam
ANQICIL ANGLE Amm ANGLE
FIGURE 6.1
SEE FIGURE 32 FOR RBLOWWO TIE-DORE iD ND
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS ITE-DORM CONFIGURATION A STYLE CRO PRODUCTS YODEL 57SH (TYPE 2)), AUGTJE ANCHDR lliti A DlslCN IDAD (101UD]EG IDAD) liAT1NC OF
4.000 PCUNDS AND AN ULTBEATE LOAD RATING OF 6.000 POUNDS MUST BE USED. AN EQUIYI AHT ANCHOR l JETI NG THE ABOVE SPECDT1CAM S ELIDE BY
ANOTHER IMAMRER MAY BE USED IN LLEU Of THE STYLE CFIST PRODUCES ANCHOR.
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2 SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOLAREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACLNC TABLES (AD-TD-00201
4. FOR FIGURE LI SEE NORMAL TIE -DOWN SPACOUG TABLES (AD-TD-D010).
(ALSO SEE AD-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HE]GIT
ZONE 2/EWOSURE '0% 24' MAXIMUM HEIGHT
ZONE 31EV09JRE 'C': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL w!m ZONES AND N BOTH ExPOSURE 'C' AND EXPOSURE V. HOWEVER. BY
INSTALLING THE FRAITE TIE-DONN STRAPS AT THE 'OUTBOARD' I-KAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR Itf
REOMIMETIDED METIM FOR INSM UNG FRAME TIE -DOWNS.
C. Doe
No.
EA1E87 UIL
ROVED BY
NIPINC5
lRkl
JACOBSEN HOMES mm sKarNANMNS OnAM MOM AM It 1111111, 0 C.L.Y. DAM 5-30-95 REV. LETTER.
a
(RONAL. PROPRKTART. AM CCNIIDENTK DRAINING TITLE:MATERIALS OF ACOBSEN UMVAC7LRNC
P.O. BOX 368 NC. SXH MATENULS ARE PROVM To nIE FIG. 6.0 do6.1
SAFETY HARBOR FLORIDA 34695 FICPW MR SPECr1C P"M NO OM K ORAWIG NUMBER:
PHONE (813) 726-1138 OUT CDiFJ R4 u0 SLOTET rNIM OTTERS AD—TD-0033
45
ADDENDUM
��C�ORS ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.
W,ND ZONE II
WIND ZONE III
CITY.
ANCHOR
YIN. CITY.
ANCHOR
r `J
FLOOR
WDTH
EA END
EA gCTION
AN
YiN. 9
EA END OFANGLE
EA SECT)ON
YIN.. B,
12'-0
2
43'
2
55'
13'-4*
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DE. HEAD
LOAD
ANCHOR ANGLE
SPACING
D BILOHEAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
3900B
22'
13'-4'
1 6'
54
3MJ
25'
1 54
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
YIN. OTT.
EA END OF
ANCHOR
ANGLE
YIIL OTT.
EA. END
ANCHOR
ANGLE
FLOOR
O v
WIDTH
EA SECTION
UK 6
EA. SECTION
1RN. 9
12'-0'
2
64'
3
47'
12'-0'
3
37'
1 4
1 33'
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38,
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
VAND ZONE II
WIND ZONE HI
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
SPACING
D OREAD
ANm ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12W
6'
4'-0'
39501
25'
2'-8'
39301
20'
13'-4'
6'
1 4'-0'
39601
25'
1 2'-8'
40001
30'
THIS ALTERNATE APPLICATION REQUIRES„11.,1000 POUND ANCHORS
NOTES:
EN011E�(t% PRf�I' O /��
o �J Fp '�,,
DAPIA APPROVAL:
1. SEE AD-TD-000I FOR ADDITIONAL REOUIRIEMEWS
......•
1.
.`•p '•GVSTEge . �%
No. o
APPROVED BY
2_ SEE AD-TO-0036 FOR WAX" PER HMTS REDLM FOR THE LOADS
TABULATED ABOVE.
= �� ENE3703571 •: c
1 5
PINC
3. 1LUL EAYE OVERHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2'
Q / / �`
I�a�u*aAro ✓sv+oV4
1-BEAM SPACING 96' YAxIYINJ 9DEWALL HEIGHT AND 6' WAXD1lA1 SIDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF LW171
'�i���Ss+�' t •' E�>►`���`
JACOBSEN HOMES
N097C&
TNEsE sKOVATIONS AND DRAMM ARE
C.L.Y.
DATE
5-30-95
REV. LETTER
DRAWING TITLE ALT. SPACING TABLES
P.o. Box 368
MONAL. PRAPRICTARt AND C0M1DD111AL
MATERIALS OF JACOBSEN YANIFACTMIRG
A
„ SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-1138
VIC Sol YATETRALS AK PRONGED 10 THE
KCMT FOR SPTCFX PJMM NO 107 BE
IVT CWMna MO !EGRET MW 0M
DRAWING NUMBER
AD-TD-0040
46
��p�pgS
�poo�
Rvq� ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
MOLE ma
FIGURE 7.0
SEE MURE L3 FOR RECOMMENDED TIE -DOWN MMD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
WAVY HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TEE -DOWN CONFIGURATION A ME CREW PRODUCTS YODEL 57SH (TYPE 21 IUGER ANCHOR TffH I DESIGN LOAD (WORKING LOAD) RATING OF
4,000 POUNDS AND AN ULWTE LOAD RATING OF 8,000 POUNDS MUST BE USED. IN EgUIYI.ANT ANCHOR YE im THE IBOYE SPLIMAMNS MADE BY
ANOTHER MANUFICTURER MAY BE USED IN IJEU OF THE STYLE CREST PRODUCIS ANCHOR.
NOTES:
1. SEE AD-TD-OGDI FOR ADDITIONAL REOULREYENIS
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTITY AND OTHER REOUWEMFNTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-ID-0035).
4. ZONE 2/EXPOSURE'C': 38' MAXIMUM HEIGHT
ZONE 2/EVOSURE '0, 28' MAXIMUM HEIGHT
ZONE J/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE J/EXPOSURE '0': 28' MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE RE -DOWN METHODS SHOW A60YE ARE ACCEPTABLE FOR USE IN
ALL MIND ZONES AND IN BOTH EXPOSURE V AND EXPOSURE '0'. HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' t-KM THE MAX
HEIGHT OFF THE (ROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMIEHDED 1ETHODS FOR INSTALLM FRAME TIE -WO&
i
O?�G%STE**
Q No.
::f N E8ZW
APPROVED BY 10
`5
INCIN 14
Co.. . .w wrn AMd1q
JACOBSEN HOMES
" P.O. BOX 368
TwsE sKanCAWG AM MAUNM AM
CNaMAL. PIIOPR[TARY. AM CDIID04TK
MATFR,AGS OF JACOM W"ACRXSIO
WCH AN
' R � , C.L.Y.
DAT>: 5-30-95
RE"� tEm
^
H
WAMIG T1T1L•
FIG. 7.0
SAFETY HARBOR, RCIRIDA 34695
K Faj � No sm
DRAWING NUMBER
PHONE (013) 726-1138
IM COMIX Alp 40p1 FRO, OTMM
AD-TD-0041
J
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 31501
Y MINIMUM (DESIGN LOAD)
DETAIL V
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
,;q,3RN,,A,' T'ONGITUDINAL TIE CONNECTIONS ALSO.
NOTES: No.
tR�cO: DAPIA APPROVAL:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 910334 _ APPROVED BY
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. ON P
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�0,� '•" / �P •' �1``' ` 1
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). ��i(� .��� FEDM MMUFACTUREDHOh1E
s/0N z cosT TIMANo
rlI
WE D AND rT RED OTHERS NOV 2 4 1998
NOTI
JACOBSEN HOMES THESE SPECIFl TTIONS DRAWN BY: DATE REV. LETTER:
AND DRAWHCS ARE
M.T. 11-18-98 B
ORCINAL. PRORIETARY, AND CONFWT1AL DRAWING TITLE:WMIMISC. TIE—DOWNP.O. BOX 368 MATERALS OF JACOBSEN FACTUMNG
INC
C SUM WATMALS ARE PROMM TO TTf
SAFETY HARBOR. 'FLORIDA 34695 RECPOII FOR SPECFIC PURPOSES AND WST BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT CO MnAL AND SECRET TRW OnERS. AD-TD-0050
40
ADDENDUM
�g�s
NORMAL TIE -DOWN SPACING TABLES
ZONE
II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WIND ZONE II WIND ZONE 01
s
FL00R k OY. AN U k O Y.O ANDiOR
ME
W10TN EA END OF ANaE EA CID OF ANaF
EA SFCTON
UK 0 Ell SECRON WK B
30`4 3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE U
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
D91. N /J
LOAD
ARM ME
SPACING
��
AN00 ANGLE
30'-8'
6'
6'-9'
31501
41-46
5'-5'
31501 I
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND Z014E I
WIND ZONE 91
FLODR
NPL
ANGLE
AN
K1�
WIDTH
D
EA END OF
ANGLE
k D
EA END OF
ANQE
CLE
�O
u SECTION
I@L a
[A SECTION
LIPL e
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE Q
WND ZONE IG
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
0- KM
lolD
mom Mal
SPACING
DIL HLOAD
T";ANGLE
30'-8'
6'
4'-6'
31501
46-50
4'=0'
31501
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. G 4/4 - / 4,G1-
�„�unlu►u,,,,
ON TES:
EN •,�
�i���
DAPu APPROV
VM 0
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREIffl1TSFl<1
';
Q No, o%
APPROVED BY
2. SEE AD-TD-0071 FOR MAxIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
910334 =
o00
C,TATE OF' '� E
INC.
c�� •�
�
•i, 0 `�
RD11Ml WMlKIIIKD�O(
C06ACIQIMOiA/EIf i,4GM0{
JACOBSEN HOMES
1NEs: SPconCATIORS NOTIAM DRAWNGS M
" er: M. T.
DATE 2-8-99
REV. LETTER
■
P.O, BOX FLORIDAMATERIALS
SAFETY HARBOR, ORI34695
ORIONAL, PROMIART. AND CQ:1DENTIAL
- R �,W �rRo O1NOR�
DRATdNC TITLE:
NORM. SPACING TABLES
PHONE (727) 726-1138
REIA011 ,OR 5CO!1C Res AM Wm K
gR1 caamana NO gMEl FRa omm
DRANWO NUMBER: AD—TO-0070
(D
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD—M—WO TABU PER AO—TD-00 9 TABLE PFR AD—ID—OMD TABU: PER AD—TD-0O10 TABLE PER AD—TD-0010 TABLE MAX
FIGURE 10.0
SEE FIGURE 20 FOR ALTWATE I% -DOWN WHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET AHOfOii HEA
6 Ia FMROY
OF HOME (TYP 1
i SEE NOTE 5 FOR
mum HIM
N
f lU V llrLU L V. 1
SEE FIGURE 50 FOR ALTERNATE 2-DOTIN YEifEDD y
Rff. CALCS,�Tuurrn�n�;; �� l �� G� q/'
"`
TOTES. EH G_%S T E R • (C '� � DAPU APPROVN:
v 51 ''
No. o •• ':
1. SEE AD-TD-DD70 FOR SPAM TABLES � � Q s APPROVED BY
2. SFE AD-TD-0070 FOR WM17Y OF LONGITUDIAL TIE -DOWN STRAPS REM". 910334 •'.
3. SEE OTHER DETAILS FOR BLOC W (PER) WANTITY AND OTHER REWREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS = . .0•.• STATE OF :• cc�
5. ZONE 2/EXPOSURE V. 56" MAXIMUM HEIGHT * Q •• / �P' •C��c IN
ZONE 2/El0'OSAIRE b': 40' MAXIMUM HEIGHT '�%'r�(•
• . ~D.�� FEDEBX W ACRrtoraE
ZONE 3/EIPOSURE 'C: 56" MAXIMUM HEIGHT '�i s �� cax; urwosA,>TrsTA
ZONE 3/LWOSIHRE b': 10' MAXMUM HEIGHT
NOTICE DRA : DATE REV. LETIM*
JACOBSEN HOMES THESE SPEarICATM AND DRA N<s ARE M.T. 3-1-99
WMAL PROPMVA". AND CON MRAL DRAM NG TIRE
NK P.O. BOX 368 MATERALS OF JACOBSEN YANJFACUNtING FIGURES 10.0 AND 10.1
FInc SIKH MATERAIS ARE PROVEED TO TIf
SAFETY HARBOR, FLORIDA 34695 RECFDR FOR SPECIM ARIM AND WV BE DRAWINC NUMBER:
PHONE (727) 726-1139 jM Ca+rMM& AND SEUET MW OTHERS AD—TD-0071
WINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
50
ADDENDUM
NORMAL TIE -DOWN N SPACING TABLES � &.
ZONE II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIND ZONE 0
WIND ZONE III
WHL CITY.A
OTY
ANCHOI
v
10
EA DID OF
EA. SECTION
ANGLE
UK 0
EA. E0 OF
Ell SECTION
ANGLEWIDTH
UIN. B
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
Dei AD
ANCHOR ANCIE
SPACING
on
ANCHOR ANGLE
15'-4'
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
10
MIN.
VAND ZONE II
WIND ZONE III
FLOOR
WIDTH
OTT.
EA END OF
EA. SECTION
AN
ANGLE GIE
UK 0
OtY.
EA END OF
Ell SECTION
ANCHOR
ANGLE
ANGLE
YIN. 0
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVMHA14G
WIND Z(AE 6
WIND ZONE III
SPACING
D9L HEA
Loa
ANCHOR ANO.E
SPACING
° EL HEA
LOAD
ANCHOR ANGLE
15'-4'
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
VANNONE 01
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALLS. c rI;
11TIITII,I
NOTES:
1. SEE FULL A00EN011Y FOR ADDI71CNAl REOUIREUENTS.
2. SEE AD-1D-0073 FOR MAXIMIU 1 PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
3. MAX SAVE OVERHANG REFERS TO OVERHANG AT 9DEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
I -BEAN SPACING, 96' MAXIMUM90EWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH 9DE OF UNIT).
ENa`NT; Q ov r/l
:`� VP•gT EIgF . %/ �
No. o •.
910334 =
'
TATE OF ,i cC-- =.
S-N
''• �+
�� �� •' • Q;. \�
i
DAPIA APPROVALM�
APPROVED BY
p INC.
Daan�claAwwm>wo�Roi
r-B
®
„
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTI IIII
THESESPEOIICA➢ S AM ORAWNGS ARE
ORONAL PROMETAR7, AND CCWIDENRAL
MATERIALS Or 1ACOOSEN MA"ACTURWC
W_ SXX MATERALS ARE PROWXD TO T14
RECrOli ICR 9'ECrx PL$W S AM YUii of
ISPi cainoENOAI AND SECRET TROY OTHERS
ItW BY:
M.T.
DATE:
2-8-99
REV. LETTER:
DRAWING TITLE:
NORM. SPACING TABLES
DRATdNG NUuBCR
AD-TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
YA)L PER AD-TO-9012 TABLE PER AD-ID-0012 TABLE PER AD-TD-0012 TABLE PER AD-TD-001Z TABLE . PER PD-TD-0012 TAaf MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 10.2
SEE FIGURE 2.0 FOR ALTERNATE TI-DOW IEMD
Ir
SEE NOTE 5 FOR
YA1WA)Y HEl01T
ANGLE
SET ANGIOR HEM FIGURE 10, WINNONE III
6 N FRCY 110 MPH
FIarE ( ) SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN W NOD 20 PSF ROOF
10 PSF D.L
IF. CALCS. C u� - q 2. a r 9 Z• lb
NOTES EN f Y.P . ...,,• DAPIA APPRWA'
1. SEE AD-TD-0072 FOR SPACNG TABLES AM NOTES. No '�F� •� ; APPROVED BY _
2. SEE AD-TD-0072 FOR OUANITY DF LONGITUD1AL TE-DOMN STRAPS REQUM. 9103
34
3. SEE OTHER DETAILS FOR BLOCKNC (PER) QUANTITY AND OTHER REOUIREMENTS. Z •.
ON A
4. SEE FIAT ADDENDUM FOR'ADOITKINAL REQLAREMENTS. :
5. ZONE 2/EXPOSURE •C: 56' YA)a11UA1 HEIGHT
-� • STATE CF c�IF IN
C
C.
ZONE 2/EI(POSERtE V: 56' MA)OMW HEIGHT ��0 • • . / Q '
ZONE 3/EXPMjRE V: 56' MA)GMUM HEIGHT ,,� �'� D I A �v� Z/ QDM74A��AlOilIBYl
ZONE 3/EIPOSURE V- 56' IIAbWU HEIGHT
JACOBSEN HOMES THESE SPEOMANIRDINS`AW DRAIZAK Y. M.T. DATE 3-1-99 REV. `E
ORIMAL. PROPPoETARY. AND occsi"m DRANK TITLE:
IFH P.O. Box 368 MA7MALS OF 1ACOBSM UM WACIURFH6 FIGURES 10.2 AND 10.3
W_ WW MATEAALS ARE PROV00 TO THE
SAFETY HARBOR, FLORIDA 34695 REF"R FUR SPECM PDRPDSES AM YDSr BE DRAMNG NLINBER
PHONE (727) 726-1138 KEPT COHFMM& AND SEDU FROM 9MM AD-TD-0073
ADDENDUM
�R�S
OFFSET
UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE M
1
FLOOR
WL CITY.
MCNOR
rl OTX
Allow
�G
NID1N
EA END OF
ANIrE
Ek EM OF
ME
O
EA SECIN
LEBL A
EA SECIN
MK 6
12'-0'
3
47'
3
61'
13'-4'
2
54'
3
41'
15'-4'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 1
MIND ZONE M
WIOTTH
OVERHANG
SPAM
LOAD
A11M ANOIE
SPAM
HEAD
A OIM AM
12'-0'
12'
5'-0'
31501
40'
4'-0'
31501
39'
13'-4'
12'
5'-0'
31501
41'
4'-0'
3DO0 j
40'
15-4'
12'
5'-0'
31501
43'
4'-0'
3Mi
42'
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.,
WIND ZONE 1
WIND ZONE 11
FLOOR
W+ an
uNalaa
gal an
MCNOR
WIDTH
EA END OF
EA OF
ANGLE
O � J
EA sEclldl
IL
Itil 6
SE
EA sfClltll
Iti 9
12'-0'
4
45'
4
60'
IS 4'
3
45'
3
60'
154
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
YK ZONE 1
ww ZONE M
In 09LIn
RIM ANGLE
SPAM
In
maim AMU
FLOOR
WIDTH
EAVE
OVERHANG
I T-0'
12'
4'-0'
31501
4T
3'-0'
30001
36'
IS-4'
12'
4'-0'
3065 f
41'
3'-0'
30001
3T
15-4'
12'
4'-0'
3001
43'
3'-0'
3000E
41'
NO TES:
C- f t - 1-6 12- E1#G* R APP
.j"M111818911 Rff. CAlcs tr - U - I % • G -
1. OFFSET SECTION NTH THE MARRIAGE LINE WAIL EXIMNG BMW TIE ENOWML OF ♦��� v••DO�O,''s
I FI C,q�;, tom, �i♦I
THE ADJAM SECTION MUST BE TIED DOWN AT THE "MACE
LINE N ACCORDANCE ��� � � •',� �� y
ffMED BY
MIN THE TABLES ABOVE. TIT NEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE TIED DOWN IN ACCORDANCE NTH THE NOR K SPACING TABLES (SEE AD-TD-0010
JUN I X all
FOR If-O'
& 11-4' NDES, AND AD-7D-0070 FOR 15-4' NDES�
2 SEE AD-1D-0001 FOR ADDITIONAL REOIIIRElOTS.
' # SA
AD-TD-00B1 FOR MAX"PIER HEIGHT REQUIRED FOR THE LOADS TABULATED �•'•.� P.. Q r%ft
ORIO•.•
INC.EE
' `I
ABOVE
,• f`44'�
LMANUFACTU a WME
JACOBSEN HOMES
TEES£ �EJ►A At�O�'� + • .�.��`''�i.T. oA>F 6-8-04' LETTETt
I.P.O.
Box me
MOMMS Or dAC M YAM/
cmaKm• pRopmw wag Tn1L. SMI A
W.W,,� ARE m OFFSET SPACING TABLES
SAFE77FLORIDA 4695
PHONE () 28-1138
MR A� RAINING NA
LNO AD-TD-0080
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
ma PER AO-ID-m Tmf - - I M UL PER AD-1D-0010 TARE M TARE* TABLE I M AD-iD-0070 TARE WX
OR AO-10-0DIO THE 0R 0-A-0010 TM E 0R AD-10-0010 TAEIE
FIGURE 11.0
SU HIM 4.0 Wit 92D3A 2 =-WE 10: 11
TYP. CROSS SECDON(S)
SHOWING TIEDOWNS
SEE NOTE 5 RR
W00111l11 MW
MaE ANU �FiF< c I " I&
FIGURE 11.1 c-s,/-14.01- 14, a
so HIM FOR A1.um= a-Im ILK sa
mum Wu�
F�.uc4 �1j,rlI
FIGURE 11.2 C r r/.08
" POE lumm W-Dow 10RMID
� SPPROVED BY
1. SEE AD-TD-m m SPAQNC TA&ES (OFFSET SECTION Olin
2 SEE AO-1D-M FOR OUANTY OF LONGITUOIAL TE-" STRAPS REQUIRED.
(OFFSET SECTION ON.n 0. 00 548
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREIIENTS ,JUN
4. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS. 4-
S. ZONE 2/D909K 'C': 46' MA1011UM HEIGHT a9 OF a INC.
ZONE 2/EI�OSiIRE b': 40' IAA)0 W HEIGHT-36' FOR 12'-O' WDE LINTS � �P �� (`� +.� ERAL NUFACTUREO HOME
ZONE 3/ERP06l1RE V: 46' MAMIUM HEIGHT • �ij �(r ��` iRUCTpNAND gAFETYSTANDARDS
ZONE 3 IRE 'D': 40' MAS M HEIGHT .� �!
N°PTCe DATE
JACOBSEN HOMES REv. LITTER
,HM sPEa�nM AM DRAY Mcs AM�.T. 6-8-04
O NK4. PRO RUMY. NV C FpEr M DRAWAG nwe n
SHOT
P.O. BOX 368 TIC. so S JACOM uA'"1FWMM FIG. 11.0, 11.1 & 11.2 ,L1\
YAm"s ARE PROOM 10 TIE
SAFETY HARBOR, FLORIDA 34695 NiliW FUR SPECFIC ROM AND VZ HE DRAY" :
PHONE (727) 726-1138 10PT COIFiOFM ND we mm 0m AD-TD-0081
54
ADDENDUM
ALTERNATE 'OFFSET UNIT TIE- DOWN SYSTEM
MOMENT —
a —
PIA AD-ID-OOEO t181E rOX PQt AD-TD-W70 TAKE PER AD-TD-OD7D TAKE PER AD-TD-DDTo TIDE MAX
OFFSET SECIER OF LINT I OR AD-TD-00 TAM 01 AD-TD-DOID TABLE DR AD-TD-00101W
FIGURE 12.0
SEE C410, Xl
G- sd- 1610- 16,11-
SEE FIGURES 11.1 AND 11.2 FOR TY,.o,XvR►Q�,S—SECTION
NOTES: ENGINE . "�sTEgF ! ',� DAPIA APPROVAL -
I. SEE AD-TD-ODBO FOR SPAM TABLES (OFFSET SECTION ONLY %i0. y, .�j�� j1
2. SEE AD-TD-o0d0 FOR OUANITY OF LONOTUDIAL TIE-DO11N STRAPS REQUIRED. 910334 _ ✓ _ ,
(OFFSET SECTION ONLY) * yea c
3 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUWEI[CNTi ��t A
` • t ��
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIRCMENTS. �90�.•
y `�•` ECEP.i::h?k�;:;rH�TiIf;F.7'r.^!.:=
FISiRLIG.IOt' ANDSAFEFYSl.,:G.;n:;S
NOTICEZ DRAWN BY: DATE: REV, LETTER:
JACOBSEN HOMES
rwESE SPEoIlclTiDNs AND R9AVNGS ARE R.R. 5-9-01
ORIGINAL PAMIITARY. AND COfMr'k DRAWING TITLE:
P.D. BOX 368 WATERULS OF JACtlB5ET1 YAKfACIURYiD FIG. 12.0
SAFETY HARBOR, FLORIDA 34695 W_ 9KH NAIDW ARE Fit KD TO THE
PHONE (727) 726-1138 lePT CO PACAPSl�if� O� DRAWING NUMBER AD-TD-0082
ADDENDUM
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES
1�
ZONE II & III/EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
�+1
Nw.
WWD ZONE I
WIND ZONE N
FLOOR
MK CITY.
AMON
MUL CITY.
MIWai
i��,
1ND1ii
UM CIF
FA 00 OF
AMaE
01� VJ
Ck SM10ii
WL a
FA SECUI
I&L e
26'-8'
3
42'
3
53'
3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE I
SPAOiG
IDA
ANO10R AKU
SPA=
LOW
AMm ma
WIDTH
OVERHANG
26'-B'
6'
6'-8'
31501
40 -50'
5-4'
31501
4T-50'
30'-8'
6'
6'-8'
31501
40'-50' 11
5'-4'
31W
4T-50'
LONGITUDINAL
TIE -DOWN SPACING TABLE
MAN.
W ZONE I
WIND ZONE 9
FLOOR
CITYAWO
rE ff
Alm
WL CITY.
Ell 00 OFMICE
MOfCR
1MDTH
t?Cl[01
In
9
FA SEC1i0M
Hl 9
26 '-8'
4
41'
4
52'
9-8'
4
51,
4
v
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
W ZONE I
WND ZONE M
�
AMO{4it ma�AOIG
�
MiOiO2 Mal
1M001H
O � MG
26'-8'
6'
5'-4'
31501
40'-50'
4'-0'
31501
Ar-45'
30'-8'
6'
5'-4'
31501
40'-50'
4'-0'
31501
40 -45'
WINOZONE M
(110 MPH)
20 PSF ROOF
10 PSF O.L
REF CALM
!,r.,.
NOTES•
EN IL:.. :'.. •:_
'wtl�lcq �:' .'y
OAPIA APPROVAL:
1.
c
� � G.,
APPROVED BY
SW RILL AIMIX 1M1 FOR ADIMMAL REOUIRELOITS
(�`':
j
Na 0045481i
2 SEE AD -ID A>-M FOR MM PO HEILHTS REOURED FOR DE LOADS
TARILATO AWW_
J '
�� .• •
,. r. P, is
OR
�!
HOME
• ....•
FEDERAL MANUFACTURED
FEDERAL
4#4
JACOBSEN HOMES
LY01FC&
TWX �ICAnM AM WAMM NE
DRAIN Or:
M.T.
DAIS
07-20-04
REV LETTER
P.O. Box 368
000+N- RMKTMY MW 0° EMMIL
W,I RMS OF AMXB" W"AcROM
NC. SUCH NAENNS ARE PWAM A lE
DRAIING TIILE:
108' HIGH SIDEWALL SPAaNG TAB ES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
RB VW P01 S'H'iR MOM Are WN E
kvT aolilD nk No SMI mm DDM
DRAMNG NAIBER
AD-1D-0083
56
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'SIM M 9030 WNDIlA]WV dU MnQWN 7Yli 33S •*
SLN3R3 M3a OUO ON AIIM 0 (04 5NDM-a aD! SWIM MKO 33S F
MMl1038 SdVW WOO -AL 1VIOI WI 3D )LLMMID WU M-M-OY 33S Z
WWI SM NdS WJ aM-M-I�Wq 3!�3S- �'l;�
1*01 RUDE
0'01 NEW
lox A
N
"MMl3;
nw am w
POW WY du SNr OOM DWOHS
MCI SSOSJ 1V01d)U
W91US NNIOQ-BIZ
SONDUS WOO-311 ONVAOHS
NOl1VATB 301S WOW
MENU
ADDENDUM �aR�
108" HIGH
SIDEWALL TIE -DOWN SPACING TABLES
ZONE II & III/EXP.. C & D �� 0
LONGITUDINAL TIE -DOWN' SPACING TABLE
W ww0 zOtC 1 N1ND ZONE II
FLOOR ' I<oi. OR ANDpt {Otl. Qix AMQ10t
NQOI'll Ell Ell OF AlrriE EA E1D OF ANfiE
O
Erl SEi:t101 Yfli i EL 100 YK A
23'-4' 2 58' J 43'
24'-0' 4 62' J 45'
VERTICAL TIE —DOWN FRAME -TIE —DOWN SPACING TABLE
1�9N.
VAX
-
WIND ZONE 1
1YWD ZONE 11<
FLOOR
>Y101N
EAYE
OYETiNANG
�AONC
MI. WAD
Lobo
AHDIpt muSPAOiC
°��
AMf]!pt ANQE
.31501
49'
S'-4'
3150
45'
24'-O'
6'
6'=8' .
3150
49'
315D
45'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WW ZONE 1
1HND ZONE 10
FLOOR
MAL OTY.
AND1pt
1mi Ott
IVOfoR
WIDTH
Ell E)Io OF
AMGIE
EA DO W
ANf1F
�O
EA YC11011
YIL 0
EA 500
YR i
13'-4'
3
48'
4
43'
24'-0'
3
50'
4
.45'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
' 1UN.
MAX
WIND ZONE 1
WiND ZONE IA
ADM
OVQ FANG
��
�
mim �
s�Aac
�
wagon waE
2)'-4'
6'
5'-4'
31501.
4T
4'-0'
31501
43'
24'-0'
3150E
47'
4'-D'
3150
4J'
108" MAX 9DE:WALL HEIGHT 1xNDZONE R/Iu
(i f 0 MPH)
20 PSF ROOF
10 PSF Dl
REF. C1105
i
NOTES:
DAPN APPROVAL•
1. SEE FULL AOOEHOUY FOR AODfitONAf. REOUFiafENiS
•
�� �4T•. ✓ '�
APPROVED BY
2.ON SEE AD-iI?-OOf36 FOR MAXIMPIER HDQi12 REOUFiED FOR 1HE LO a
TA!l1JU11Ep A80VE
J
��• ��t ~
� ,F
Dec• 13,2006
•
w
a a
i � •�•c • yi •s
INC.
'
y
�
: •�l /� � c L* : (�sI_ �
�•
'�Gl •
ifDODl IMNKACfUEO M01E
COIIS1R71Q1011 AND SAFETY STANDARDS
.
:�` 0 F'RiO � �v` ��'
4 �
JACOBSEN HOMES
AESES7"E�11C1N101�6�DRA11l16�'
R.R.
°Ah 11-28-06
`� ter>E�
r.a ljox Jaa
owaxAt PROPncw1>: A!D CMriEMLl
M'"°"" °F'"DM'''~AC10"K
°furu+6 A1LE
108• HIGH SJDEWALL SPACING TA8Lf5
SAFETY HARBOR, FLORIDA 34693
PHoKE (727) ns—n3a
spit >RAIIC NPW ,Dp K
IVt mWMD.0 r+e saiu ma oRa¢
.
pgA1iHG iAINBM
AD -TO —GOBS '
a
0
m
MAL SIDE ELEVATION
SHOWING X-•D01YN SPACQdCS .
TVICAL CROSS SECTION
. SHOVONC TIEDOVMS
SET mm MFAO
OF N0E I►ii•1
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0*
/6YCLED ■TN AOd WHET 1E>1 m
FIGURE 10.1
I ff. MR
—
It
DE cart3 FDA
MAA M NMKT
"AFING HE r/l
(110 MPH)
20P7ROOF
10 PSF D.L
DAPA MPPROVN:
APPROVED BY
L SEE AD—m-aaes FOR QIAMTi OF WWTWAL K-WVM STRAPS rEQRREO �: • <;� �1'•.,
rJ
3. SEE oTRE11 DEVIS rN BLOCK04 (PER) DUANm7 AND onE/ REmwoom f ' M
4. SU Fui ACODICLU roR AOM MAL REDRAREM0lrs ` �' H�' E qNPneo 13,2006
ZK 2/E�Os K •Y 4+• HAMA HOCRT ZK 2XPSK V: 2r MAICMW Hocrrr = • f o.6: INC
ZOME 3/E7lPDs K r: 41. *A=W WCHT ; .A - i!/lAAI rAMfAG71KDR01!
ZONE 3/l�P051ARE b': W MAM M NOW'� . �`i 4 l` •� ONWNXTM AND WM /TANOMMof
6. ALL S?ECIFUMIS ARE BASED ON 20' ROOF AMGIE MAX Ate 106• MAX • C •• , ; pi �i •• /
90EWALL NOW�•• 14 " •-- ��~
DATL iilr ff=
JACOBSEN HOMES 11��>°��� R.R. tt-2s-06 .
01AWML PP O "PLUIM AM/ 0P/m14t DNAMMC ITIL•
P.O. eoz 36e MAWRALS Ri AC== MAp/XWM FIGURES tQ0 AND 10.1
/IC 50 MAMW AN Fl10ND 10 11E
SAFETY HARBOR. FLORIOA 34693, R191E17IO1 !/o1C Firm M km K DRAMMC MIIIBER:
PHONE (727) 726-1138 1vr m.+eona .. ton NtOY a+as AD-M- 0086 '
59
ADDENDUM g�s
(108 PIDEWALI�)
NORMAL TIE -DOWN SPAfta TABLES
ZONE 11 & III/EXP. d & D.
LONOITUDINAL TIE —DOWN SPACING TABLE
FLOOR
00 ZONE u
wt o
t+l Elp or
re
on
Ei sEcKk
11YL e
2
5T
3
40'
13 -4`
3
3T
3
46'
{5-4`
3
45'
4
40'
VERTICAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLE
VIN.
FLOOR
09TH
VAX
EAVE
OVERHANG
OD ZONE b
ZONE al
V x PIER
HmT
mom ''
SPAogc
HMT
A AW
12'-0'
6' EACH SIDE
5'-4'
72`
35' TO 4(r
S-4' -
Sr
45,
IS-4'
61 EACH SLOE
5'-4'
80`
35' TO 40'
54
42'
45
15-4'
6' EACH SIDE
5-4'
80`
40'
54
41f
45'
1
LOWITUDINAL TIE- DOWN IPACING TABLE
ON.
FLOOR
�
ZONE II
ow ZONE III
Vq QTY.
R SECUk
mmY
re
0oty.
O
iAL SECODN
�L e
12'-0'
3
44'
4
40'
131-4`
3
52'
4
45'
15'--4`
4
44'
4
56'
VERTICAL TIE —DOWN f FRAME TIE —DOWN OPACINU TABLE
ll�
FLOOR
00TH
VAX
SAVE
OVERHANG
D ZONE 1
0 ZONE m
VAX FTER
KIM
.
AM A)aEHOOIT
VAX PER
'
12'-0'
6 EACH SSE
4'-00
72`
37'
4'-0'
34%
40' TO 45'
13'-4'
6 EACH SIDE
4'-0'
72'
40,
4'-0'
3r
40' TO 45'
I5'--4'
6' EACH SIDE
4'-0'
80'
40'
4'-If
42'
40' TO 45'
NOTE: WHEN ANCHOR ANGLE FRO { VERTICAL CANNOT BE lu CALM
ACNIEVED. ADD APPROVED STABILIZER PLATE. y
(SEE NOTE #6 FOR HWES SET IN FLORIDA)'��,' ' "•sa
NOTE:
1, SEE fU1 ADDEW►j( FOR AoanokAl RrouwEAtENn
2 TAK BASED oft A1im 1f)mi* LOAD or 11501 AND o1AG4NAt if To
OOSI PPTE �Afrl
I VAX EAVE OVERHANG REFERS TO OVERHANG AT SCE*ALL NOT FROIIT OR REAR
4. TAEtES APPLY TO 144 160' AND 1844 FLOOR 001HS TH 25 1/2'
A�4�
I-ffArl SPAW, 108' yAAVI� SDEy�ALL RD01T " 6 U1i SSE
OVERRANG (6' OVERFIANG VAX EACH SIDE OF 0011
5. STAFIUZER PLATES ARE REQUIRED ON SIOE1rALL ANCHORS ANO LONOTIAd1k
AWHM SET IN FLOFaOk SEE DVY RML 15C, EFFECOVE yARDI z9. 1"s
EN a •�t`1 �,
f
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DAPIA APPROVAL
APPROVED
APPROVED BY
Mar 25,2008
INC.I
FEDERAL WUNFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JAGOWEN HOMED
P.O. P,o aox 36e
SAFETY
PHONEE((7 7) 726-FLORIDA
138 95
TiC+<LUCI�
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DATE:
12-11-07
REY, LETTER:
DRA 1G TITLE-
NORM. SPACING TABLES
DR G
AD- To-aoa7
60
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
ur. s/r vmm , , W. $AY
asm raT It I 1 mac"K
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M pa SHE" IIS 1 I To Fa glfnAlPALLS I
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Q 3a MOTES 2 MID I Q A
a E Nei ! Ate 1
pa REQb tl0l f¢do m " m "Wo
7Ns LOCATRW INS LDWON 7NS L=TIOM Mas L AM
FIGURE 8,0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWti WITH A TWO PIER SHEARWALL CONFIGURATION. HOWEVER, THIS DETAIL APPLIES
TO All. SHEARWALL CONFIGURATIONS, AU. ZONES. -AND ALL vif VALUES.
L3SLLitai.. 1Di
DAM At'F7 WRA.
1. li-0QMti RLWltfn tH Me i[-90�t rlttAP ■AT OrIOUTID III • �� •.
PPROVED BY
tmtit or IK m" srl" WK ow RIIIDlp] AT e0i111
dla+{i A�4ts tiV eC RATID fnt Atr 11LTp1A1( (A1D sr25/ 717o OC9fl1 LOAD •"r'r '•'' '�4�
(ME w-la- m im-aouau Notn3 tna tAm Ck w" u�S+aR barmy ort� � F'�:t ''-
1 EB 1 A 2000
1
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Am AIL Kwolt+IG S rATF_ OF t?
NSTHU IMANDSAFETYSTMDAHDS
JACO BSEN HOMES
v" W%0nCAP70 � a� •.•••'' R.R.
T17t
02-o1—Oo
P.O. Box 39a
�•L rtert wifft 1+d .. .
rama.ic a► itioge� y4 a S/W TIE/PIER . REQ.
rt+c "m 1 umwl f AtrL v
S.�FETt NARCIOR. tLoxbA 318e1
FMOHE (727) 72e-1136
a od
asranrala�aotcratvoaawrw.c aW►M+Gtwatx:.
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AO-M-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE —SECTION TIE —DOWNS /
T UNG MAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .OW TIE -DOWN STRAP
CONRNLKYJS ARLAW dJtSIS.
:Y/W
END VIEW
350 PLF MAYMN SHEARWALL
DES.ON VALUE (PER WALL)
1 1/4' X .035' Tf--^,OVM STRAP
CONTHNCJS ARCJND JOISTS.
NOTES- 2 1(o M Al' DMIA APPROVAL
1. (MOUND A404ORS 10 BE RATED FOR AN LLTIIATE LOAD OF 41151 [3150 DE9GI1 LOAD]
(SEE AD -ID —rot (TD_cEmRAL NOTES] FOR Nor.S ON (ROU10 AWNOR w57ALLAn0N.) _ - �1 _ APPROVED BY .�Ner
2 INSTALL A PER AT EACH END OF THE SIIEARNALL JOISTS (PER THE ABOVE DETAAS).
3. MEN 9-1ARwALL IS LOCAIED ABOVE A SCUD IEAOER Mu mogT CROSS-UDAFR) NO �
ON
TIE-W&-' STRAPS. OR PIERS ARE REOAC (ALL SHEARWALL OCIFICLJRATo.n ALL ZONES ;.: Czz
AND ALL E]S). r'
!
4. TE-DOMN STRAP REQUIRED AT EACH END Of J0157S, ALL DB_ j'V/W CONFICJRATIONS. i�;�.
��i �i. ' � � . • . \ ��• �
5. CEILI+IC S`fOV64 FLAT -OPT, CATNJ'.DRAL OR SLOPED CEILING Li
AY BE USED. �i�i�: U' �l """ � `lexlutwra+Ic:*: we
6. FULL TROTH SHEARWALhS ARE SHON11 IN THE DETAL•ABOW- HOWEVER. ANY LENCIH '�J�rrr11I1!�I�IVCVV,`'•`cocsR:laueu. vrxJ6
OR CONFIGURATION SHEARWALL MAY BE USED.
NOTICE CRAAw BY: DATE: REV. LETTER:
JACOBSEN HOMES .� SPE0nCAIIMj AND DRAWNOs ARE R.R 2-6-96
ORIG-w— PAOr—.—T. A:A) COIFDLNTAL DRATANG TITLE:
\� P.O. BOX 365 UXTFJR.4! CF JACOBSEN UANU.ACTUR .G DBL. S W CONFIG. 11E—DOWN
eK SUOI MATERIALS ARE NOV= TO THE
SAFELY HARBOR, FLORIDA 3A695 REOMI FOR WE=KwamS RO Val kE ORAWNG NWAEV:
PHONE (BI3) 726-1138 KEPT CONTV..KB.4 EMT MT rR01 ortus. AD—TD-0110
Na
Na
Na
Na
Na
Na
Na
Na
CEILING NAY BE RAT 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
CONTINUOUS AROUND JOISTS.
350 PLF MAXWUN SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
N LS A TRIPLE WIDE RAFIFJT,
APPLICABLE TO STANDARD
LE WIDE TRUSSES.
JD VIEW
X .03Y TIE-DOMN STRAP
JOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIX
MARRIAGE WALLS 00 AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
NOTES: ENC114EER APPROVAL: DAPIA APPROVAL,
I. GROUND ANCHORS TO BE RATED FUR AN ULIWATE LOAD OF 47251 (3150 DESIGN LOAD)
(SEE AD-10-0001 [TD-GEHERAL NOTES) FOR NOTES ON OMM ANCHOR H51ALLATION.)
2. HSTALL A PER AT EACH END OF THE SF[ARWALL JOISTS (PER THE ABOVE DETAILS). APPROVED BY
3. WHEN SI-EARWALL IS LOCATED ABOVE A SOUR HEADER (FULL HENi1T CROSS-ILELw) NO �j
TIEiPO -DO*fSS �A OR HERS ARE REOIARFD (ALL SHEARWALL CONFICIRATION5, ALL ZONES
4. TIE -DOWN STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS John C. Doe en, P.E.
ON
5. CEILING SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. ,
15133 C. R. 22 �..,,
6. FULL M1DTH SHEARWALLS ARE SHOWN ON THE DETAL ABOVE, HonEVER, ANY LENCTH OR LGoshen, IN 46526 OFoaACiwsvmrSlVCA a
OHF1GLJiATION SHEARWALL YAY BE USED.
7. US DETA`1 MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
JACOBSEN HOMES
NOTICE
THESESPECVICATIONSUSORAMMMAM
DRAWN BY: I DAIS:
R.R. 4-09-96
REV. LETTER:
P.O. Box 368
ORKNIAL. PROPMURY. AND CCINIDDHTIAL
YATER1Al5 aE SiII
DRAWING y. S/W CONFIG. TIE —DOWN
A
M4LS
�, gpH yATERYIS ARE PROVIDED 10 11E
ROVIDEc10 THE
SAFETY HARBOR, FLORIDA 34695
RECKNI FOR TPECFC RgPM NO MIST K
DRAWING NUUBER:
PHONE (813) 726-1138
PUT CONIDOIIIAL NO SECRET FROM OXR&
AD—TD-011)
63
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES -
I. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCABLE BLOCKING
X .035" TIE -DOWN STRAP
10US AROUND STRAP BLOCKS.
.._.. _
�7
MNDZONE III
EXPOSURE C
(110 MPH)
�•'
20 PSF ROOF
_
10 PSF o.L
,arcs.`
C wA - 1 Oe ,G 1 -
�.
logo 7
"AP RQVAL •
" OAPIA APPROVAL:
PPROVED BY
14INC
NNSTRU
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
NOTICE JACOBSEN HOMES THESE SPEaFXATKM ADRAMNCS ARE oRA BY: T DATE 12-13-03 ° ' ID
MONA, PRO"ETARY. AND CON WTM DRAWNC TITLE:
MATERIALS CF JA=SEN MAN.FACTIAt C
P.O. eox ass „_ SUCH YATERALS AW PRO16M 10 THE PORCH ANCHORING
SAFETY HARBOR. FLORIDA 34695 REWW FCR TEDFIC ROM AM R 51 BE DRAWING NUMBER_
I— Ew- PHCNE (727) 726-1138 KEPT OWEDmu AND SE72.'T FROM ands AD—TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
19T�
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE —DOWN SPACING
TABLES (SET— OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD)
G]
x
ac
VERTICAL TIE -DOWN
TYPE 1, FINISH B. W
GRADE 1 STEEL STRAPPING 9
1 1/4" WIDE Ic 0.035' �
W 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.
RADIUS CLIP
NOTES:
1. ALL VERTICAL TIE —DOWN STRAPS, DIAGONAL FRAME
TIE —DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
M P.O. Box 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RAM CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS
(INSTALLER TO FABRICATE RADIUS CUP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.OW TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE IlSTALU:O TO PROTECT
THE TIE —DOWN STRAP FROM THE BRACKET EDGES
INSTALL THE TIE —DOWN STRAP THROUGH THE SLOT
IN THE BRACKET *QLIW-W THE RADIUS CUP.
�aTluu,u,u,,�
►��`�a C. Dp
�•�'�sTf�F��
N,"O AND. 10-1
ENEa703571_
AN04OR BRAfh1:7 AND TIE —DOWN
DEVICES ARE C RTM BY OTHERS
N077CE. ORATNI BY
1KSE SPEcnCAIKWS AM MAU= ARE
M=AL PRW KTAII, AM TbUDil41
MATOiIAIS OF JMMM YAI"ACAM
WC 9A]I MAIEJOMS AK PI OMM 10 M
KOPO,T ra gt= FUIVa S NO WSi K
C.L.Y.
1INC
VED Fell
B
JW 1 5
cia.lowa°r�ro
5-31-95
ALT. TIE -DOWN APPL. A
AO-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
i
(FACTORY INSTALLED)
FLOOR
�(I
I �
I LDS
I =
1 IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH.��..
I IT YAY BE LENGTHENED BY USING A CRMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
ley �
6
c
0 IF RTICAL
TIENDOWN TYPE EEDED. USE 1,FINISH B, W
G� �k GRADE 1 STEEL STRAPPING w
IN THICKNESS. conFlED BY w
A REGISTERED PROFESSIONAL '^
I ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE 0 SPECIF�ITION D3953 91 STANDARD
0 STANDARD SPECIFICATION FOR
I
STRAPPING, FLAT STEEL. AND SEALS.
II III_ MII
�- I-III-111-
ANCHORING EOUIPMENT -III III---III-I
CAPABLE OF RESISTING
THE WORKING LOAD _III -III-I I
REQUIRED ON THE
TIE —DOWN SPACING
TABLES (SEE OTHER I III -I I I -
DETAILS FOR TABLES) _
SEE OTHER DETAILS _III —III -I I I_I FOR ANCHOR ANGLE.
NOTES:
I. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL
FRAME TIE —DOWN STRAPS AND ANCHORING EOUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
```51111111111l/II/A/AAA
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910334
STATCPO
-ON AL
JACO BS EN HOMES THESE sKancwnoes iNb ORANHcs ARE—
® CMUNAL PROPMETARY, AND C01MDENTLk DRAWING TIRE:
P.O. BOX 368 MATERIALS OF JACOBSEN mmurACIULNO
SAFETY HARBOR, FLORIDA 34695 IMr. SUCH MATER145 ARE PROWS TO INE
'y REOPCNT FOR SPECEX RErt'= " WSI K DRAWING NUYBI
i PHONE (813) 726-1138 ICPT CON WIK A4 SECRET IRCY DDCP,i
i
I
APPROVAL
APPROVED BY
IN14REVISED
10123M
INC.
rani W~ACTI/NEA HOW
f 167MCTOW AND WETY FPA AFOR
DATE
R.R. 10-05-96 REV. LETTER
ALT. TIE -DOWN APPL.
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' CMLU4 III'`
SEE TABLE FOR MAXLLAMM SPAN FOR COLUMNS 'A' OR '8'
'C COLUMN b'
fCOLUNN
LSEE TABLE FOR MAIOMUM SPAN FOR COL111015
r
SEE TABLE FOR SPAN COL b' SEE TABLE FOR MAX SPAN FOR COL 'C'
COLUMN 'E' COLUMN 'F CCUioI 'G'
SEE TABLE FOR MAXIMUM SPAN'FOR COLUMN T'
MAXIMUM ALLAWABLE SPAN
TYPE OF ANDMING REOb
COLUMNS 'A', 'C', b' OR 'E'
COLUMI S '8' OR 'G'
COLUMN 'F
(SEE AD-TD-0251.
AD-lD-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE 1
ETA. 'C
EXP. b'
EXP. 'C'
EXP. b'
EXP. 'C'
EXP. b'
EXP. 'C
OP. b'
OP. 'C'
EJIP. b'
EXP. 'C'
W. 'D'
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
23'-7r
43'-0'
29'-6'
33'-9'
2Y-7'
13'-0'
29'-6'
33'-9'
23'-7'
1 - 31501 AN04OR
21'-6'
14'-9'
le-lo'
11'-10'
21'-6'
11'-9'
16'-to'
11'-io'
21'-6'
W-9'
16'-1o'
11'-10'
I - wool ANCHOR
2T-3'
16'-9'
21'-S'
15'-0'
21-3'
16'-9'
21'-5'
15-0'
2T-3'
18'-9'
21'-S'
15-0'
NOTES:
DIGNEM AL
OAL-
APPR8Y�
I. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
00or jUN 1 5
ON
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
A
INSTALLATION.
.
John C. Doeden, P.E:
15133 C. R. 22
A�...R,.mAmaE INC
Goshen, IN 46526
J
mmnACOBSEN HOMES
P.O.Box 368
„ SAFETY HARBOR FLORIDA W95
PHONE (813) 726-1138
N017M
11 x spEonCAT� AW MAU« ARE
OIIONAL. PIIOPII MTT. AM CMWMDfIK
MATMALS OF M MA►l1FACM4K
MIC SM MATERIALS ARC FROYM TO 111E
KQW FOR VWX PXM NO MUST K
MIT OOITix)RIK No %go ITIOR ollm
DRANK Or C.L.Y.
DATE. 5-31-95
REv. LETTER:
n
/-i
DRAMANG TIU.
COL TIE —DOWN APPL.
ORAIMNG NUMBER
AD—M-0250
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
=�Tr . I T 1 DTI -'
35 AKE I I —III I (I-
III—I�
ANCHORS INSTA= 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF M1RTI-MADE
ATTACHED
ANCHORS
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.
35' ANGLE
TO TWO
(3150# EA.)
Jr.•''�1,STE�' �V�` �'�.�
' •Q``G No.
ENE8703571
ONAL
DAPIA APPROVAL•
AFF ." `'1ED BY
y , il .ARV 1 5
a INC
RUPA wW� �cnHid 1 V �s
GQ61111C,OI AiOiV[1T jy�
JACOBSEN HOMES
THESE „ mm ..
m" BY... C.L.Y.
°" 5-31-95
RV ER
„
P.O. Box 368
9E. DIIA..cs
OMONAL PRCPI9ETARY. AND C013ID01IK
MATMALS OF JACOBSEN UWXACPMC
TO
SPJWM
/�
/-�
DRAMANG TITLE:
COL. TIE -DOWN APPL.
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
KcFpl 1Q 9 AM K
IVT CONL01TIA1
CRAVING NUUBER
AND SECIV MOM DTlQts
AD- TD-0251
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOLAPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / WN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPUED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
HARRAGE LINE OF UMM-A E
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH 8.
GRADE 1 STEEL STRAPPING
1 1/4' WADE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHIO,RN,, (3150#)
Q�GI Ago 2 No.
.� F�NE87
O
NAL
PROVED BYE
5
��dj�� 19�i
I 1 V (�S
NOTICE: �... o�:. C.L.Y. 5-25-95 - - --
JACOBSEN HOMES wx vcN=,a m mule
MA m s CF MM"AC O C DRA1 'PRE' COL TIE -DOWN APPL
\, P.O. Box 368 IC20 MAIDIILS AK PMW TO 1K
SAFETY HARBOR, FLORIDA 34695 KUW FCI SKIM PA4= NO YAT [ DRAW NG NUMBER
PHONE (613) 726-113a Wl CWWLq NVO sac► I= OMn AD-TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 j MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM 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' MADE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
ROVED BYA,
jtM
1V1f"'� INC,
neuwrweVnnul®Ma[
oaa1A11tlaAMosNsn>IaaIR
NOTICE -''II IWAV916r: DATE: REV. LETTER
JACOBSEN HOMES TNM SECnrAMM AMRAW= ARE C.L.Y. 5-25-95
Ora %. PAwrrgLl RY, AM tCN11DD111AL DRAMNG nnF_
r♦� P.O. BOX 368 MATTNU aF 4ACOeSEM UNWACnRWc PRDWM TO TIC
MAIUA S ACOL. TIE —DOWN APPL.
NC 91Q1 WE
SAFETY HARBOR. FLORIDA 34695 RECPDQ ► N VECOIC PJWMS NO W9 RE DRAW NG NUMBER
11, PHONE (813) 726-1138 MET4 C1M7[7011U1. NO MM FRMi OTIM AD—TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
'A' COLWN b'
%COLUMN
ISEE TAKE FOR MAXI" SPAN FOR OOLULNS
r
COWMN C oOLUYN b�
/
APPROVED EY
ISEE TABLE FOR MUXOIIlwL SPAN FOR COLUMNS' oR b'J
SEE TABLE FOR SPAN W- T SEE TABLE FOR VAX SPAN FOR OOL t fINC.
FED NIANIIFACnJREO HOME
emm RUCTION AND SAFETY STAVAROS
MAR 0 3 1999
COLUMN'r mwmm i cam v
i - - i - - -
ISEE TABLE FOR MWOa SPAN FOR OOLUUN v _1
T�
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REO D
(SEE AD-lD-WI.
COILUNS W. V. V OR 'r
COLUR6 V OR 'C
v
AD-7D-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
EXP. 'C'
EXP. '0'
DIP. V
E7 P. V
EXP. V
EXP. V
EW. 1C
EXP. V
EXP. 'C'
EXP. V
EW. V
DP. V
2 - 31501 ANCHORS
37'-4"
25-6'
29'--4'
20'-4"
37'-4'
25'-6'
29'-4'
20'-4"
37-4'
25'-C
29'-C
20'-4'
1 - 31501 ANCHOR
1E1-6'
iY-10"
14-r
10'-3"
IB'-6"
12'-10"
14'-7'
10'-3"
18'-6"
12'-10'
14'-7'
1('-3'
1 - 40000 ANCHOR
23'-B"
16'-4'
I8-7"
13'-0'
2Y-9'
16'-4'
11F-7"
13-0'
23'-B"
16'-4"
16'-7"
13-0•
REF. CALCS.
NOTES
E)Ia
DAPu APPROVN.ap 0 .g
W'��
1. SEE AD—TD-0251, AD—TD-0252 AND AD—TD-0253
R ,
No. 10 •••
APPROVED BY
FOR SPECIFIC INFO. ON ANCHORS.
910334 •�
2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
= ���
OF r-`
STATE
INC.-
wIlo
M.T.
DATE 2-9-99
If V. LEM
JACOBSEN HOMES
iNESE SPcancAno ONAW165 AN
ORAwwc nu:
JW WOE COL. TIE —DOWN APPL
ON019. reoAaL AO. NO WfWnUL
MAIEWALS OF AACOM MUMACIIJO10
\I P.O. BOX.36B
W- SUCH UAWWU AK PROYM To TI[
-NUMBER:
AD-TD-0254
SAFETY HARBOR, FLORIDA 34695
NECFAW MR SPECIF R1 wm MO IA6T K
PHONE (727) 726-1138
KPT aamoom An sm "m a6aa
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MEMO
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
14' 24'
LAOPENING
�n n n n n A SEERGE NOTE 1 n n LF]
COLUMN SUPPORT TIE -DOWN STRAPS REOUBED Al COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN TNOIX
MULTI-VDE FLOOR SIM
SEPFRAIED FOR'CLARITY
v %
24' 24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE I
STANDARD VERTICAL TE-DOWN STRAPS OR ANCHOR
BRAL7LETS TO BE INSTALLED A MAXIMUM OF f-0'
(241 FROM EACH END OF THE UNIT.
FOR TRIFLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TIE-DOTIN STRAPS AS SHOWN IN TNIS DETAIL
NOTES:
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.
2. VERTCAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACIN5
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REOUIRED ON THE APPROPRIATE VERTICAL/FRAME
TE-DOWN SPACING TABLES (SEE OTHER DETAILS).
i INSTALL FRAME TES AT ALL VCRT1CAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOIfitEYEN1I
C. D,
DANA
iENES703571
sTA Tjr
9�gof
Dmocs ARE GLRTnm BY OTHERS
NOTICE: DRAYM BY. DALE REV. LEVER
JACOBSEN HOMES TwsE sPtonW0rs AND NAUNIZ AKC.L.Y. 6-1-95 A
CRONA� PROPWCIAAT, AND aaant>,t1Ai DiIAWwG TITLE: /\
P.O. BOX 368 VATOEALS OF JACOOMM MAM1fACTi" TYP• MULTI —WIDE T/D /A-�`
WG &0 YATIMU AK PROM TO THE
SAFETY HARBOR, FLORIDA 34695 KWW Mat sP= PNOO No � K DRAWING NUUBER
PHONE (813) 726-1138 OUT CDFWnAL ka scam ntw omn AD-TD-0310
73
ZONE I TIE -DOWNS
MARRIAGE WALL -
OPENING TIE -DOWN
(REQUIRED AT OPENINI
ONLY. OPTIONAL AT
SEE DETAIL - 'A' --,I OTHER LOCATIONS.)
SEE DETAIL - V
SINGLE WIDE TIE -DOWN
NOTE:
C SECTION
SIMILAR TO
SINGLE WIDE
FRAME TIE -DOWN
I
FRAME TIE -DOWN
DOUBLE WIDE TIE -DOWN
I MARRIAGE WALL NOTE:
I
I OPENING TlE-DOWN I A k B SECTIONS
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS WDE TIE —DOWN
ONLY. OPTIONAL AT I DINER LOCASEE DETAIL
TIONS)
SEE DETAIL - V
TRIPLE WIDE TIE -DOWN
TIE —DOWN STRAP
SINGLE HEADED GROUND ANCHOR ('MIEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND
STRAP BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUMALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY 11� 11E—DOWN STRAPPING (31sc LBS. MAMMUM
FOR EACH TIE —DOWN STRAP CONNECIED).
j- DETAIL 'B'
40' - 60'
fTYPICAL T&DOWN STRAP (1 1/4' X .035' MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH 315o*
CAPACITY MINIMUM) K I.Se 47ZS r ULTI,,, T
L-VA0 a4p4CI-N
PULL DOYM TIGHT TO —/
GROUND ANCHOR DETAIL 'A'
NOTES: ENGINWA
♦ .•'. '
1. SEE DETAIL 'B' PAGE 4 ROR MARRIAGE WAIL .♦ ,�� �`T'T�' IC.gj
OPENINGS GREATER THAN 49 INCHES. & VP To 1-1T-6" TleiavTgqo�yy �► '
2. SEE TIE -DOWN SPACING CHART ON PAGE Z EDR
ANCHOR AND T1E-DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE RDR TYPICAL I -BEAM
PIED CONSTRUCTION. STATE OF
e9F ••'• 0R10;;
DAPIA APPROVAL'
APPROVEM BY
=- - 4fel t. pEC
'HIM II a
JACOBSEN HOMES
NOTICE
THesEsPEancAmwAAIDDR.csARE
-maw BY:
RR
DATE:
10-31•-95
REV. LETTER:
®
P.O. BOX 368
®
CRlgNAL, PROPRIRARY, AND COIiFiDEMTNL
MATERIALS OF JACOBSEN MAMIFACIMNC
ZONE ITIE-DOWNS
DRA'MNG
TLL
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-I IM
THE
REST F RASa[LM RE41M AM m5l BE
IVT CCf600 nk AM SEOV (RUT ordm
DRAWWG
MBER
AD-Z1-0001
74
75
TYPICAL I —BEAN
TIE —DOWN
MAIN FRAME I —BEAM
i
- — NOTE jt�—
MAIN FRAME I —BEAM
END _
SPACING
IINISPACINGI
SPACING
CENTER
SPANTER N
A CENTER
I AIINGI
DOUBLE WIDE TIE —DOWN RIACEMENT
END CENTER CENTER CENTER CENTER CENTER END
�M.. �.. uw rnunvi .r A,•�u
TYPICAL I —BEAM
TIE —DOWN i
MAIN FRAME 1—BEAM
— — — ---� — — //
SEE NOTE
{1 SEE NOTE /1
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
l END I CENTER I CENTER I..
ENDSPACING SPACING SPA.NC ACING!A �G
0A,
Ell
��
TRIPLE WIDE TIE —DOWN PLACEMENT
NOTES: MONEFR,VL • DO,#0, DARA APPROVAL
T. �: O : iiFi" •• �'•
SEE DETAIL �B' PAGE 4 FOR BLOCKING AND ANCHORING OF � � , f�,� �qr•.,'L �,. APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. ` G
No.0045484ON 14
• STATE OF * I I V
41 "VIVA war.-nfimNas
\�r�,,� coaTacroiwowmsw>Dvmb
REV. LErIM
JACOBSEN HOMES NMM , s� RR DATE 10-31-95
THESE SPEOF1GilOHS AHD DRAtJINDS A�
® Cf OWL, PROPRIETARY, AND COPf110ENTIAL DRAWNG ill�E
P.O. BOX 368 MATE OM OF JACOOSEN UNWACI"G TIE —DOWN PLACEMENT
a ® MCC. Rn WATERAS ARE PRONGED To rw
SAFETY HARBOR, FLORIDA 34695 REOPEW FCR SPC= PJWM AND WM BE DRAING NUMBER
PHONE (813) 726-1138 IVT Mwm nk kv SEM rRau omm AD—Zl —0020
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
BY a cd.
FES 0 1 MO
INC.
JACOBSEN HOMES
�= VCCMT AM ONAWM AMC
O00111. 1ROPK701 "c"VE"A1
U`A� Or.M.T. """` 2-1-00
I. """`
n
9RAMM VILE:
„
P.O.eox 366
UAWWU °` AWOOQ 11"" AcTi" `
W_ 9101 "METALS AMC PWdKO TO 11[
I
ZONE 1. INST.
IH`
DRANK NWgER:
SAFETY HARBOR. FLORIDA 3*95
Kcr off I'm gum W000m AND KW K
PHONE (727) 726-113e
1ar1 cowcoo t AM Km IRm O*m
- AD- ZI —0100
77
ADDENDUM
FOR INTERSECTING UNITS
I
MAXDNM PIER HEIGHT FOR VARIOUS ZONES
(RUI R ALSO TO SIDEWALL TIE -DOWNS MAXIMUM HEIGHT}
70NE 7 ZONES
EXPOSURE V 90' 56'
EXPOSURE V 39' 46'
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REMM EA. HALF
(IE. CNE EA. BEAM. ETC..)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE (VIDE
CONNECTION REQUIREMENTS.
24' WIXIMUM SPACING TO FIRST SIDWALL TIE
FROM EAC I END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REOUIREMENTS).
2 LONOTUDNAL TIES REWIRED AT EACH HALF
INS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO: STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT TM AREA)
```1111111111111111/Ill��i
NOTE • G SAIt E R' • • �.DAPIA APPROVAL
O
`` • '2 1. FOR QUAD SECTIONS, EACH bOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED � Q' No.APPROVED BYE. � •.
WDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALLS, TIE -DOWNS, RIDGE- /ENEX0357
BEAMS, COLUMN SUPPORTS. ETC... ARE CALCULATED FOR EACH UULTI-SECTION.)JILIN1 5 Gees
9[[41NC
JACOBSEN HOMES THESE SPECIFlCATIWSICE AND DRAWNfS ARE "HAWN or d C.L.Y. °AIE 5-16-95 "LIC
=MAL PRWKTARY. AND CO IUNI N. DRAWING TITU
PBox
„ MATERIALS OF JACOBSEII MANUFACTURING ADDENDUM —INT. UNITS
RICH MATERIALS ARE AlOVIC0 TO THE
SAFETY HARBOR,
OR, FLORIDAI 34695 we RICH
Fat SKCFX PI NSES IIO WSI BE DRAWING NUMBER
PHONE (813) 726-1138 ItEK COlita[IITUL NO SEO+ET"OTTERS QUADADDI
78
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETALSj
30 GA. GALV. STEEL STRIP
NSTALLM OYU MATING LINE
JOINT (SEE PLAN VIEW BELOW)
ROOF PEANETTR RAC
OR ROM BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
e' X LENGTH OF ROOF 2-
MAY BE OVERLAPPED WL)
w/STAPLES AS SIM
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
3/e' X 5' LAG SCREWS
le' O.C. (ZONES 2 & 3)
STAGGERED
�- 30 GA. CALV. SIM SW
SECIURED MATH 7/16' X 15 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " et MAX. SPACING (TV-)
���111111111
NOTES: gyp•• ` .
1. )e, �' DARN APPROVAL
•
30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS `.`• �� • �(�V S T E RF. F2. n BY
REMOVED FROM ROOF IN GRlIZ& CONDITION Q No. O '•, f-1
(EXCEPT FOR STAPLE HOLES _ ENE8703571 `UN 1 5 .10
STEEL SIM MAY BE CONTINUOUS OR PIECED. A
2 BE SHIPPED LOOSE AND INSTALLED ON 91 AFTER 9NINGES IN THE DORMER AREA Or THE MEEN AN UNIT MAY INC
THE UNITS HAVE BATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO USK THE 99NGLES LINE-UP '•����F / "�IrO►� ••• \���` � �
FROM ONE SECTION TO THE NEXT. ��i���S/O • .. • .. �NG����`
N017CE /111 DATE: ImV. LuTm
JACOBSEN HOMES TlcsE srEGnam" me oMAwKa ARE c.L.Y. 5-16-95
O KWA. ►IIOPM[TAMY. AND C0NnDE ITML DRAWNG TITLE:
„ma7l MAIFRW OF NLOBg11 MANUrAC?JVK ALT. ROOF ASSEMBLY
P.O. BOX 368 MK so MAAANIi AK PlDKIED TO THE
SAFETY HARBOR FLORIDA 34695 MEUM rat 9W nMIPD93 NO MITI N DRAMNG NUMBM
PHONE (813) 726-1138 WT OdFWVA No Nov 1101 com QUADADD2
70
F-IF-IF-17
070F]
FIMPFIF-I
❑m
,JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8