HomeMy WebLinkAboutSET-UP MANUAL ADDENDUM11
1I SET=UP -MANUAL ADDEW"U-M
public
St. Lucie CovnE FL
❑ter❑
JA;OBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietaryL and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
0
ALL HOMES -SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
8,50-413-7600
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R—VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE ROUND
/ DUCT SUPPLY OR RETURN
OOLING
>SOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/IiOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS HALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT NTH 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.
CIA APPROVAL•
ROVED BY
IN 1 5 im
11M INC,
Claloc&vtTTrwovr4
TM
JACOBSEN HOMES THESE SPECInCA'TI0 5'AAND DRANDIGS ARE DRAIN BY: ' C.L.Y. DATE 5-30-95 �' � R.
CRIONAL. PROPRIEURY. AND CCNFmE}RIAL DRAWING 7IT1L
IIAT%113 OF JACOBSEN MANUTACTURLNC EXTERIOR A/C DUCT
P.O. BOX 368 „� 91,, UATER,us,� THEPROVO TO
SAFETY HARBOR, FLORIDA 34595 RECPU1r rat SPECt1C MOSES ko wsT BE DRAWING NUUBE -
PHONE (813) 726-1138 IVT MWMnAL NO SEOV FROM OTHM AD—AC-0001
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED . STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH. CONTROLLED AND MAY BE MANUALLY OPERATED. TO DI_CONTi"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 locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
0 r;
Sir
ANC.
cadwCmmetY[i►1W01ASi
JACOBSEN HOMES
NOTICE:
THESE SPEOTIC TIONS AND DRAMNGS ARE
0IMAt, PROPR[TA". AND WITI ITIAL
DRAM BY:
C.L.Y.
DAIS:
—2a-5s
REV. LET1:R:
DRAWING 71M
P.O. BOX 368
MATERIALS OF ,MCOBSEN YANWACAIRINC
W.H. VENT. Si$.
SAFETY HARBOR, FLORIDA 34695
61G SI)CH YATERMLS ARE PRWM TO THE
RECPOR ►Oa SPECM PUtPM NO MIST IE
DRAWING NUMBER:
PHONE (813) 726-1138
PVT Cw=TLAL no SECRETIMM GTHIM
AD—AC-0100
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
0.131' A I I/z MIN.
NAILS OR 7/16' X 16 GA.
STAPLES PER TABLE:
0.016' X 1 1/2' MIN. STEEL
STRAP 0 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/f, INCREASE LAG LENGTH f
(AA*. INCREASE
(ALLLLL ZONES) AND FOR GAPSLAG TO 3LEENGTH I 11r.
STALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
1 4'T034'GAP
WOOD SHAM AT ALL LAG
LOCATIONS FOR LAG SCREW TO GO
THROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
Wp We
3/r X 3 1/2' LAG SM
MAX11" SPACING
30 GA. STRAP FASTF M N/
7/11' x 11 DA. STAFIFS
YAxMAI SPACnIG
I" 201E
EXPOS
INR " NUNG CF FASTEIFRS.REQLmm
a131' x 1 1/z' 1NAll5
7/Il' x IIIcA SiAP1F3
2
IV at
2 1/4' 04
2
5
b'
17' O.C.
1 7/f at
b'
1
7
3
C'
III' at
I,2' at
3
'�
4
7
at
1'1/Y mc.
b'
5
1
NOTErrS.
I. 1' MN. PE]EIRATWN 6 REme oN UAB FOR M1l moll' WIMP.
i
2. WOO S M W 8E RSF W FROM SPF /3 MN. OR BETTER.
i3' x 4' x GAP ■DTH ImL S71y
0$8 OR PLYWOOD MAY 8F M F WON= EQUIRS GAP MTN-,4' X 4' Tel SO
3. IW HAM M SaEKUL NOG1T.
4. SEE OM DEWS FOR SFJI = FLOORS FOR AIR 1NFUAATIOIL
F/E 3 Mob
-john C. iioeclen, P.1=.
,K2 Eng:rlY�rincg
APPROVED BY
Revised
May 24,2006
00oINC.
FEDEML MANUFACIURED WWt
CONSTRUCIIDII AND SAI ETY STANDARDS
JACOBSEN HOMES
N01G�
11ESE 9SOIIl'J110FS At0 olu.�es ARN;
bwo+AF. NworwrrM,r. MD melo�xna
W1°°"" DF �"O0'g" """i1O1�"�
DUN BY. --
M.T.
DALE:
05-22-os
REV. IETiOt
DMMNG T1Tli
M/W FLOOR FASTENING
P.O. Box See
Mc SIM 11AM43 AR ROOM TD lE
N
DRAIING aBEIt
SAFETY HARBOR. FLORIDA 34595
NtFgBQ — — FlIF= NO NOV K
PHONE (813) 726-1138
� Co+mrnAL Me mw "m offs
AD—FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131' X 3 1/2' MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
s Z� 06'
John C. Doeden, Pl.
K2 EngWvenng. Ina.
APPROVED BY
Revised
May 24,2006
��C.
F!OlML MYWF�CNaO HOME
CWST11tK.71ON YD Smaw fTmomm
JACOBSEN HOMES
PA Box 360
>u s� WAUM AK
���N
W1 m °' i10cm y"!" "�R"a10
"""� Mr M.T.
°"� 05-22-06
um
�" `
B
�y"line
M/W WALL FASTENING
SAFETY HARBOR. 110MA 3095
PHONE (513) 726-1138
uG 2= wows A t M01�'m m
ml:w m
ORAMNC M!♦r1Bl!
I m m sm 1 omm
AD-FA-0010
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
CENTER LINE OR MATING
UNE OF TRIPLE NIOE UNITS
30 'GA. GALV. STEEL STRIP I
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INM DECKING
(SEE CHART ON AD-FA-0001 MAX SPACING).
30 GA. GALV. STEEL STRIP
S' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOW.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
ol
M
WAND DEFLECTORS REMOVED FROM
A aG SCREW SIT BACKS
ROOF IN OIWNAL CONDITIDK
FOR TRIPLE VNDES
EXCEPT FOR STAPLE HOLES)
FOR DOUBLE WIDES
PLAN ME
�\
3/6' X 5' LAG SCREWS oalAG SCREW X1 BACKS
TRIPLE WIDE Roar LINE _ (; 1/4* SMOOTH SHANK) FOR DOUBLE W1DES
INSTALL LAG SCREWS SEE CHART ON AD-FA-0001 4GAP
� FOR TRIPLE WOES
AT A 45' ANGLE I FOR MAMUM SPACING
STAGGERED 2 3 4
1 4' TO 3 -_
ROOF PERIMETER RAILy I I
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS—SECTION INSTALL WOOD SHIM AT ALL LAG
FOR
GAPS IN RODE T LOCATIONS FOR LAG SCREW TO GO
AND FOR
TO 1OR INCREASE LAG LENGTH IGAPS TO 3/4', INCREASE * THROUGH AND TO KEEP CONNECTION NOS01 LAG LENGTH 1 1/2". TIGHT. (SEE NOTE 2)
REF CALC. PG.
(ALL ZONES) CROSS—SEC11ON(w—/^), C WA 91 0 - 91.07
(ALL EXPOSURES)
NTE$:
ENIR1EEit APPROVAL'
DARA APPROVAL
L 2 I/e WL PEAEVARON INTO RECINN MOM a REOIM FOR LAG Sam
2. WOW 2W TO BE RIPM FROM SPF /S UK OR BEII
APPROVED BY
r X C X WP WDTN MN. Soo
Revised
ON
OSD OR PLYII000 MAY K UMD F MCIOIESS EOUAIS GAP VUD1 4' X C MIX On)
I SEE OM OErAU FOR COIAI:TIRG ROOF KTERECTOL
S _
May 24,2006
11 4. 0 INST&M A LAG SCR V NM A RIDOE BEAM, FFST-MI
John c. 1J08Den. P L.
INC.
A, 3/T MEARAFXE
HOIi TIItt0= TIE FIRST RIDGE BEAM, SECOID-M A 1/4C ME =GH
i�? EngWverntg, Inc
FED ERAL MANUFACTURED HOME
TF ft
REGEIM AM KAM MR IK MADED PMrO OF LAC I' NM ON& ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR 3/r LV. 9olM GMT.
S We MAX" SNEMAIL FfIGNT.
JACOBSEN HOMES
gg �aF,G� � TAu>� AWE
DRAIN 81 M.T.
DAZE 05-22-06
FLY. IETMt
1111071
1� P.m Box 3aa
OF MUL PKPWTARY, NO mnxh"wL
IYAMRPIS Cr MUM MAKFACAMC
M „o WAMATS AM M1 NW m PCM/W
DRAMNG TITLE:
ROOF FASTENING
SAFtlY HARBOR, FLORIDA U695
KM3W Fa OEM WOW NO IEET K
DRAMNG NUI®FIt
PHONE (813) 726-1138
PVT Cww"K wo =a IMM mm
AD—FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MBJ. Y OVERLAP AT SEAV) CENTER OR MATTING LINE
WITH #8 X 711C HEAD X 2-FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB' WITHIN END ZONE)
I I .
I� FULX 7/7/leHEAD X 2'
I LY THREADED SCREW
RIDGE CAP —11-/ I I NO MORE THAN 12- . ( 0 C.)
I l I
I c
m
ASPHALT IMPREGNATED 1 1
SEALER STRIP BETWEEN RIBS 1 I 1
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
METAL ROOF PANELS STOP
1 1 APP. '30 FROM CENTER LINE
� I �
Ref: EX-13-0051 and 30 GA. GALV STEEL. STRIP
5- X LENGTH OF ROOF (SEE 0-FA-0020)
AD-FA-0020 SECURED WITH 711C X 16 GA. STAPLES
NDS01 FULL PENETRATION DIM DECKING
(ALL ZONES) (SEE CHART ON AD-FA-ODDI MAX. SPACING)
(AL- DFOSUR11)
NOS: MOW AwMAU DAM Baru:
1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
2. STANDARD 7/1C O.S.B. (24/16 INDEX) ROOF SHEATHING.ON
3. METAL PANELS ARE 29 GA. MIN. STEEL WITH 9. O.C. RIBS. V 7 Sep 10,2008
4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND ab�, Q00; ;ri;, F.� . I NC
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN FEDERAL YANUFACNRED NONE
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE consrnurnoN AND SAFETY srANDANos
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
WAVA
JACOBSEN HOMES 1M �► AW W.D.M.T. w1� 08-25-08
IMEW OF 1F vwuFca � ° TnI>:• METAL ROOF RIDGE CAP
LIVID PA BOX 368 Nt = YA1iAU APE PRWM 1011E
sAFM HAFS R. FLMA M95 mm m mmmwm a w Rd mAvmAm
AD—FA-0021
MW (B13) 726-1136 w7 oCW mL lily =f F1O wm
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA APPROVAL:
PROVED BY
IM
I
1114INCf(n SSNG1tLy
rtozEce DRAWN BY: DAZE: REv. LETiFR
JACOBSEN HOMES
1WIESE SPEaf1CA105 AND DRAWNGS ARE C.L.Y. 6-5-95
0MUNAL, PROPWARY AND oWMTAL DRAWING n1EE M�W ROOF SEALING
P.O. BOX 368 YAIFA U OF JAC09gA MANUFACTtIENC
a
RC1 sm MAIFAINS ARE PRONG) 10 7w
SAFETY HARBOR. FLORIDA 34695 Fimw rat spEt7Wc P ffm AND mm K DRAWING NUMBER
PHONE (813) 726-1138 lvr aIKWT K no goo n= ordm AD—FA-0025
8
ADDENDUM
h1UI,TI-WIDE. ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES -HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL
BY
JUN. 1 5 W5
INC
JACOBSEN HOMES wsE sKoncANrms mm oR„1= „m aRAwN BY: . C.L.Y. DAtE. 6-545 REv.
MGM%. PK'""1Nrr, NW tnerX"M DRAWING TIAi:
,I MATTRINS OF .IACOM YNNUFACMUC
P.O. Box 368 W_ SM YATEaws AK PROYM TO THE M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 34695 RE"T FCR WOO t wanes No WST K DRAWING NUMBER:
PHONE (B13) 726-1138 )VT COWMnAL NO YCFV IRw Ordm AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH. I NST AI .T .►TT O K
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2. INSPECT THE METAL FLASHING N THE HEARTH AREA TO NSURE THAT IT HAS
BEEN INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWO THE FIREPLACE AND THE HEARTH).
I LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE N THE HOME) AND INSTALL FOLLOMNG
THESE STEPS
A CAREFULLY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION N FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 1 4' WOOD SCREWS.
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
NIH A NON-COMBUSTABLE CAWONG OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
I —I— I I
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA
APPROVED BY
or JUN 2 8 im
INC00
ON 14
ROEAMWWAL717 MM
codiRloa"$am
NOTTCD DRAWN BY.. DAiE REV. LETTER
THESE sPEotLUTIOHs AND cRAMu+a; ARE
JACOBSEN HOMES C.L.Y. 6-16-95
monaaaNAL. PROPWARY, AND CON1WTIAI DRAWNG MU UATMALS OF .IACOBSEN MRIWACM"r SHIP -LOOSE HEARTH
P.O. BOX 368
„ WC wcH YAmms ARE PROM D TO THE
SAFETY HARBOR, FLORIDA 34695 (ua'pLt Fat 9'EOTC PlRtP06i5 ka awl K DRAWING NUMBER:
PHONE (813) 726-1138 irfrt to LLHTui AW sta[T txw ORM AD-FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL -
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A -I working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY QEv.
0 0000r N9i�R 25 20
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFELY STANOANUS
SET-UP MANUAL ADDENDUM
AD-FS-000 I -A
TRUSS SHEATHING
APPROVED BY
INC.
ANIM MANUFACTURED HOME
COMSTRUCADN AND SAFETY STAADAROS
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
�� i� _,wrjw� N
L
SIDEWALL I MARRIAGE WALL
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLYI ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
I \ �
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
3/8' SHEATHING TO BE INSTALLED ON -SITE.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
1MNOZONE III
(18' X It I/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATWNC)
MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL
1. 3/8' MIN. RATED SHEATHING FASTENED TO ROOF 1RUSS WITH 7/16• X
PANEL EDGES AND 3• G.C.
(NOIGLUE
APPROVED BY
A11 ALL FRAMING MEMBERS REDUIRED)
ON
MA[ '
a
S
00A
INC.
I
K2
FEDERALMANUFACTURED HOME
DDNSTRUCTIOB AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE:
1HESEiSPEaF1CAnoNS AND DRAIWWcS ARE
BY:
R.R.
DATE
4-27-98
REV. LETTER:
■
ORIGINAL. PRDPRIETARY, AND CONFIDENTIAL
DRAWING TITLE:
„
P.O. BOX 368
MATERIALS of JACOB" MANWACTURING
INC. SIGH MATERIALS ARE PRONGED TO ➢1E
TRUSS SHEATHING
_
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
REw"r FOR grc'F C Pl)t8M AM NIAT 8E
KEPT cDNnoc>roAL ANo sETRn mom OII[RS.
DRAWING NUMBER:
AO—HR-0001
12
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HINGED ROOF DETAIL
UNOERLAYMENT TO BE CLUED 3' MIN.
CH BOTH SECTIONS OF HIKE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENOEO SHINGLE AND UNDERlAYMT AND -
AND A MIN. 4 1/2' WIDTH OF ROOFNG CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TD BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK i
OVERHANG FASCIA BOARDS A
3-05 X Y WOOD SCREWS V
APPROVED BY
Revised
Nov 30,2006 rl INC.
FEDERAL MARUFACNRED HOME
ODNSTAUCTION MID S►FE71f SfAROARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WPIDZONE IA
(110 MPH)
ALL E)S
NOTES:
1. VM RAISED ROOT SECTION N THE TUVSfD POSITION KFORE SWUNG 1110
KING POSTS INTO POSillOil
' 11(ZSriob �
John C. Pw
K2 Eno * M
JACOBSEN HOMES mg wame oMAmg m mumBrD.T. °"� 10-02-06 `�
CROUL MOPFrI[1AR+l. = OWSOMAt DRAWING TIU .
MEMO P.O. Box me mAlu Ls cr xcaem """'FAC1 tr HINGED ROOF DETAIL
r1mroNc wo "mmLs w swam m IRE
SAFETY HARBOR. FLOMIDA 34695 mcrm Ra smite Awm" Wu R DRAINING NUMBER:
PHOHE (613) 726-1135 Ian aavmm we sm ON .Daa. AD—HR-0003
14
SHINGLE AND UNDERLAYMENT APPLICATION -ON HINGED SECTION
INSTALL ON SITE 151 FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT TO ROOF PEAK —
�— SECURE FIRST ROW OF SHINULt IU tit INWALLW V14
SITE NTH-6 STAPLES (1" X 3/4" X. 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 15f FELT AND SHINGLES.
. DETAIL A
NOTES:
1. CEMENTING OF 15; FELT IS NOT REQUIRED IN ANY AREA EXCEPT *IERE NOTED.
2 FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - I
3. EXTEND THE. FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A MIN. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-O001 (WITH SPECIFIC ENO PANEL LAYOUT).
AD-HR-0002• AD-HR-0003• AND AD-HR-0004.
WINDZONE III
(110 MPH)
ALL EXPOSURES
OPROVED BY
SF-p .2 2 Zme.
PINC.-
MANUFACTURED HOME
iCTIDN AND SAFETY STANDARUS
NOTICL
DRANN BY:
M.T.
DATE
s-2o-o3
REV. Lunt
JACOBSEN HOMES
,Nm ms Am DAWa Am
QIG NAL NOWU >. AND CmEmE)nK
WAR
DRAWING lilt% SHINGLE AND UNDERLAYMT
P.O. BOX 36B
MA M SLKH wmeAi Di
APPLICATION ON HINGED SECTION
SAFETY HARBOR. FLORWA 34695
PHONE (813) 726-1138
AErFNT TOR WOE names AND KW K
Wl OMfWnLAL AM 9WU FW unM
DRAWING NUMBER
AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2" O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 1/16" X 1 1/2' X 16 GA.
STAPLES INTO EACH 16' O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES) �'-
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR RISTALLAMON OF UNDERU MENT AND 'SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL YANNONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
CRC - 167.01 - 167.02
LEER APPROVAL DAPIA APPROVAL -
APPROVED BY
Revised
JtTn 09,2006
Jahn 0. uosi, P.E. INC. drFEDEMI MYMIF�LlU11E0 HOME
CONSTWUaw �110 LFEIY STMD�NDS
�AC�iR�►df)flf�, IfIG
JACOBSEN HOMES
USE WMICAMSNOT1AND KAVOWS AK CE
oMM. PRDPRETAR1. Am wwponAL
w1
°���" BY: O.A.
"" 06-06-06
R[Y, IETTEA:
DRAWING ITLL'
P.O. Box 363
U YK
PEAK INSTALLATION DETAILS
SAFETY HARBORS FLORIDA 34695
Sm AT
IIG 4101 YARAILS ARE P1lD1�D A 11E
ARE PR'"' 10
KWOO ra 9[CrC Mr= AMD MAT EE
DRAW+NG N MM-
PHONE (727) 726-1138
1�r WfWfHAt AMD SIRW FON Of"L
. AD-HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
6 FASTENERMETHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS
P', - l.-, t SRI
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
TO ROOF MIN A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH ENO TO
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EMSTING
ROOF DECK AND/OR ENBSTNG
FELT AS SHOWN.
:
FELT AS SHOMIN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
DAPIA APPROVAL•
NOTES:
AP ROVED BY
AUG 0
INC.
mncw
NOTICE DRAIN BY: DALE REV. LETTI:R:
JACOBSEN HOMES OESi S4ECJICnom Ago mAmm M.T. -28-oa
OmONAL PROPRETART. AND COIM1I IK' DRAINING TITLE
„ P.O. BOX 368 YATMALS OF 4WOBgM NANIFACTIMMIIO SHmEAUNDERLAYMENT INSTALLATION -
NC 9" NARIMS AK PROV ED TO *E
SAFETY HARBOR. FLORIDA 34695, R[CMI FOR 9WE PIAPOM AID 00 B[ DRAWK IR111BER:
PHONE (727) 726-1138 IMPT COMDT1104 me, Nov RmY OWL AD-HR-0007
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
fFASTEN TO FLOOR FRAMNG
— IffW W/ STAPLE OR NAIL
BANDING STRAP VAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
WE OF NOT LESS THAN 1/4a PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET TtidK THIS GRADE CAN NOT BE ACH MI), NOT LESS T11AN 1/8-
'OOT AY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
NOS
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER'FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
DAM APPROVAL:
•. U
INC.
JACOBSEN HOMES ME SKCf= O W MA1NM AM. DRAW BY. R.R. CA11: 7-17-97 Rcv terrER:
1=110!>AICMAL PR01F[IAYf. AI® w@aRJ'Nft DRAW 1ITM
P.O. BOX 368 ��meA<s J%03r0' MANVAcmpNc PLUMBING SUPPORT
NI Nrc aro11uSUMMALS P e MFROAM w n� DRANK NMO
SAFETY HARBOR, FIORIDA 3�695 i¢�p� /aq ��>'tt60Yi qp y� q ,
PHONE (813) 725-1135 an ca�lnam wo moo my own AD—PL-0001
18
I 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.
PPROVED BY
MAE V �
INC.
) HOME
JACOBSEN HOMES
NOTICE:
TNESE sPEcmcAnoNs AND oRAeKNcs ARE
DRAThN Ur
M.T.
DATE`
3-30-05
REv. LETTER:
OR ONAL, PROPRIETARY, AND CONRDFATIAL
DRAWING TITLE:
ANUMBER:
P.O. BOX 368
YATQOALS OF JACOBSEN MANUFACTIM0
rNe SUCH MATEMALS ARE PROIAKD TD THE
OPEN PORCH RAILING(S)
SAFETY HARBOR. FLORIDA 34695
REMPM Fri+ SPECJIC PURPOSES AND LUST BE
DRAWING
PHONE (727) 726-1138
KEPT CWMENIK AND SEW M ORERS.
AD-PO-0001
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST '& ROOF), SOLAR TUBES AND PLUMBING
4 1 — VENTS SEE AD—PR-7007 & 7009.
MAX. ROOF SLOPE � FOR ROOF DECKING DETAILS
SEE AD—PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD—PR-7002 SEE AD—PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTALLED)
>�— — — — — — — — — — — — — — — — c
FOR OVERHANGS
SEE AD—PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED —
POLYVINYL BEFORE INSTALLING THE
ON SITE PITCHED ROOF RAFTERS
REF. PG. IW-07-0011
FOR FASTENING
NOTES:
FOR ROOF VENTING BOTH FACTORY
AND ON SITE SEE AD—PR-7005 & 7006
CENTER SECTION OF TRIPLE WIDE
V
TYPI AL TRIPLE WIDE HOME
WITI- SITE INSTALLED PITCHED
C AtER SECTION RAFTERS
APPROVAL'
APPROVED BY
Revised
Oct 25,2007
00oINC. pl
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
nfSE SPECIFtC+►TIONS AM o VMM AKO.A.
ORIGNAL, PROPRIETARY, AND CONFWTIAL
DRAWN BY:
DATE:
10-24-07
REV. LETTER:
DRAWING TITLE:
rm. wl ,� P.O. BOX 368
MATERIALS OF JACOBSEN MANUFACTURING
Fv- I S XM MATERIALS ARE FROMM TO THE
ON SITE PITCHED ROOF DETAILS
DRAWING NUMBER:
AD—PR-7001
SAFETY HARBOR, FLORIDA M95
Im
RECIPIENT FOR SPEfi1C gWQ%S MD MIST BE
SEMI FROM OTHERS
PHONE (727) 726-11M
KEPT (OfBTDEHTIAL AND
20
I�
ROOF- TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING
WITH 7/16- X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 164 O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE j l
11- MIN. SITE INSTALLED DECKING O' RLAP
FACTORY INSTALLED ROOF DECKING '
i/
SEE NOTE n
EBE RIDGEE NOTE j �S I 18' MIN.
DECKING Wl
CROSS-SECTION
REF. PG. RC-07-0044
SITE INSTALLED 7/16- MIN. ROOF
DECKING SECURED WITH 7/16- X 1 1/2-
X 16 GA. STAPLES. 2' O.C. MAX.. TO
EACH 15' O.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA.LED
RAFTER BELOW_
FACTORY INSTALLED RAFTER
(CENTER SECTION)
1
TNNOZONE' 11
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSP D.L.
NDS01 REF. ca1� C-FS3.88.01
NOTES: DIC*W APPROVAL• DAM APPROVAU
1. SECURE EACH 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 ALIGN Y47H FACTORY NSTALI.ED NJ [P*A
RAFTER. (EA. SCREW TO HAVE 1 1/4' PERE1RATION YIN.) Jun 09,2006
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH INC.
#10 X 4 1/2' SCREWS 9' O.C. MAX SPACING.
I SEE AD—FA-0020 FOR GAP TREATMENT BETWEEN SECTIONS. .)ohn C. 0edein, RL moEou mammacluAH WINE
K2 En(JR' 1OBF1(19. Inc. commucTmANOSNEWST"o"o:
NOTICt DRAIN 81. OA7E: RLY lii1ER
JACOBSEN HOMES r#mVa1 r05AMMAW=AK O.A. 06-02-06
ew.m. rAar*i m% Are oowmm ORAWra TITW
P.O. Box 3a0 rAMUS W J►0000 wuAWACRWAW ROOF TO RATTACHMENT
Hil„ SAFETY HARBOR. ROMA U695 IEWW FM� PAWS Aflw11 ME 0 E OOF ORMNG NIAMIM
PHONE (727) 726-1138 ev1 oo�ra no Xmi na omL AD—PR-7002
21
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLDOKER
Tr O.C. MAX BETWEEN OUILOOKERS
-i oc .,
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
19400
Mqr c �• 0
tz
2 X 4 NAILING BLOCK
(INSTALLED ON SITE)
MIN. (3) .1310 X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .1310 X Y NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
,72 X 6 OUILOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUILOOKERS SHOWN ARE 2 x 6 SPF #3 FLAT /
rn r-1 r 1 r-i r--i tn/e
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3'
NAILS OR WN. 7/16' X 2 1/2'
X 15 GA. STAPLES 16' O.C.
MAAMUM INTO TOP & BOTTOM
CHORES ONLY.
2 X 6 FASCIA FASTENED TO WiLOOKER J �- 2 X 6 OVERHANG FASCIA
W/L6N. (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 INSTALLA110N) OURDOWS TD BE SEC1IRED M EACH
TRUSS OF TK DOUBLE TRUSSES LOCATED
(TYPICAL AT ALL CENTER BRACES) N THE ERDZONE PER FASMIER CHART.
I
SINGLE 1RUM ONLY
REQ'D oUT§DE OF
3 FT. AREA
I
i
SS MAY BE
PLACED ON Ell HER SIDE
I NDS01
1. ALL TRUSSES LOCATED 1MTHIN 35" OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING.
FASTENERS-
QUANTITY:
PENEIBATM
.131 PD NAIL
5
1 1/Y'
15 GA. STAPLE
8
1'
E8 SCREM
2
r (wL 1�)
OOiLOM FASTENERS MAY BE INSTALLED VANDZONE 111
FRMI 10P 0 08D DM F PETEIR 10 ALL EXPOSURES
15 MANTAp, (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC--197.01-197.02
N I�7` 0g-*--,
.John C. Doedeen, P.E.
K2 Engine0 in9i Inc.
APPROVED BY
ON
Feb
05,2008
AINC.
FEDENAL WINUFACNRED HOPE
CDNSTitl1GTIdi Ate SAFETY SLINDAPDS
JACOBSEN HOMES
NOTIO@
TIESE SPECWATM AM MUGS ARE
DRATM BY:
O.A.
DATE
1-29-08
M. IETFM
. PaaPwETAxr.
WIFAWS °F' YANG
DRAWING TWAT:
n
P.O. Box 368
DE
Mc. sua �u►toe+us aIE wioti+oED M DE
OVER END ZONE RAFTER HANG ASSEMBLY
/••-\
SAFETY HARBOR. FLORIDA 34695
p CAW FOR S?= RIPM WD UM BE
DRAWNG NUIRM
PHONE (727) 725-1138
WT ormmu AM smtEt 1m o'nm
AD-PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16" ON CENTER
9
_ — TRIPLE WIDE CENTER SECTION PEAK — _ N
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION 8 REMAINDER OF AT CONTINUOUS PANEL � BOTH OUTSIDE SECTIONS (2 FULL $
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
T
OTHER DETAILS TO SECURETRIPLE WIDE MARRIAGE LININSTALLED PITCHED TRUSSES
MIN. WIDTH PER SHEATHING REOUIREMENT I L MANLIF. INSTALLED DECKING TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
9
VANDZONE 91
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
NOTES: ENMUR APPROVAL: DAPIA APPROVAL'
1. 1/r MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 1i{ Revised
N 14
SPAN RATED) DECKING (EQUAL OR BETTER). �Jo�O C. Do -- � �`- Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE�TTC�,:i4il:i;, IA1/�r
SAME DECKING PATTERN. FEDERJLL WUIUFACfURED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2- X 15 CONSTRUMONAND SAFEWSTMMRDS
GA. STAPLES AT 3- O/C EDGES AND FIELD
JACOBSEN HOMES nl srEa�lcN>sOMCMoDRAwrwsN� DRA�t+9Y O.A oAtE 10-24-07 `
lI oa1aNN.. PRa KaCRT, ru aornDeNaK DRAW nnF
P.O. BOX 368 „E promm AO� ON SITE PITCHED ROOF DECKING INST.
SAFETY HARBOR. FLORIDA 34fias REM= RR WIc aRtosts No om it WAMG mmem
PHONE (727) 726-1138 IV1 COMO . No S1 fMn 01111rs AO—PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
/SI SECTION LOF ROOFLED ER
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:
APPROVED BY
0 N Revised
Oct 25,2007
INC.
FEDERAL !.MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
❑❑
JACOBSEN HOMES
"oSAM
, WGIN �ECi1CA1NA15
A CONFIDS VX
ORIL?IAL, RiOPILLtARY, Ar�q CDNFmENnu
DRAWN BY: O.A.
I DATE: 10-24-07
REV, LETTER:
DRAWING nnF:
C]�
,
MATERIALS OF JACWSEN MANUFACMRUIC
SITE INSTALLED PITCHED ROOF VENTS
A❑\I
P.O. BOX 368
INC. SUCH MA�s ARE PROVW TO THE
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
IEFJENT FOR VECIFIC PURPOSES AND UM BE
KEPT CWIDFNnk MD SECRET FIN OTHERS.
DRAIMNG NUMBER:
AD—PR-7005
24
ROOF VENTING
3
WALLS
TYV. 100 sm K CUIOUTS /oR
VENTiLLATCH 0i ROOF SECTION
r_ (SEE CHARI FOR REOUREIIN15)
100 SO. 1N. CUTOUT VENT HOLES
SECTION
REQUIRED 1N FLAT ROOF
(160) x SECTION LENGIIt CUTOUT HOLES
0 To 1S _r 1
15-6' TO 31'-r 2
31,-r To +6 -w 3
W-107 TO 6 -6'
67-6 10 -0 5
I I. YARRUGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
�I
I MARRIAGE WALLS
�I
c I LOW VENT LOW Vml
I 050 SO. IN, VENTS REOU RED
R 3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
i i=r
--------------r- —
Y I \_ CENTER LANE OF CENTER SECTION
ton = SECTO Weft Mal 10a: too tat
ID 31•-r Ma[ ow
31- A K- 1 I"
K - 10 U-4 2 1 Ew 9R
67 TO - 3 2 EAL SK
I +1 AWXX 10 V43WJ G 1EN1S
NI
TTP. 50 so. !L ROOF VENTS +_J
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
l MARRIAGE WALLS
I
i
I SITE INSTALLED CENTER SECTION OF ROOF.
Z .
W
A PROVED BY
JUN 14 ?
INC.
JANUFACTURED HOME
bNANDSAFETYSTANDAROS
JACOBSEN HOMES N01 DRAWN �' DATE- IIEV LETIEIC
11[SE sF4or1cIlTDus AM AND R.R
DR,,.ws,� R. 01-22-04
mon OT1WAL FitOPM IMT ANTI 0"MTW ORAINNG TITLE:
W1MOLS OF JACOIlSEN WWACAMC
_ P.O. BOX 368 W.CE FR %M MAW&MS AOM TO TIC ROOF VENTING
SAFETY HARBOR FLORIDA _U695 ROPIW FOR 9%= FUMES MID MIST K DRAINN6 NIIIHR
c
PHONE (727) 726-1130 IVT 9=11 l meso7v nVA VII'm AD-PR-7006
I I. YARRUGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I
�I
I MARRIAGE WALLS
�I
c I LOW VENT LOW Vml
I 050 SO. IN, VENTS REOU RED
R 3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
i i=r
--------------r- —
Y I \_ CENTER LANE OF CENTER SECTION
ton = SECTO Weft Mal 10a: too tat
ID 31•-r Ma[ ow
31- A K- 1 I"
K - 10 U-4 2 1 Ew 9R
67 TO - 3 2 EAL SK
I +1 AWXX 10 V43WJ G 1EN1S
NI
TTP. 50 so. !L ROOF VENTS +_J
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
l MARRIAGE WALLS
I
i
I SITE INSTALLED CENTER SECTION OF ROOF.
Z .
W
A PROVED BY
JUN 14 ?
INC.
JANUFACTURED HOME
bNANDSAFETYSTANDAROS
JACOBSEN HOMES N01 DRAWN �' DATE- IIEV LETIEIC
11[SE sF4or1cIlTDus AM AND R.R
DR,,.ws,� R. 01-22-04
mon OT1WAL FitOPM IMT ANTI 0"MTW ORAINNG TITLE:
W1MOLS OF JACOIlSEN WWACAMC
_ P.O. BOX 368 W.CE FR %M MAW&MS AOM TO TIC ROOF VENTING
SAFETY HARBOR FLORIDA _U695 ROPIW FOR 9%= FUMES MID MIST K DRAINN6 NIIIHR
c
PHONE (727) 726-1130 IVT 9=11 l meso7v nVA VII'm AD-PR-7006
I +1 AWXX 10 V43WJ G 1EN1S
NI
TTP. 50 so. !L ROOF VENTS +_J
LOW VENT (SEE CHART FOR REOUIREMENTS) LOW VENT
l MARRIAGE WALLS
I
i
I SITE INSTALLED CENTER SECTION OF ROOF.
Z .
W
A PROVED BY
JUN 14 ?
INC.
JANUFACTURED HOME
bNANDSAFETYSTANDAROS
JACOBSEN HOMES N01 DRAWN �' DATE- IIEV LETIEIC
11[SE sF4or1cIlTDus AM AND R.R
DR,,.ws,� R. 01-22-04
mon OT1WAL FitOPM IMT ANTI 0"MTW ORAINNG TITLE:
W1MOLS OF JACOIlSEN WWACAMC
_ P.O. BOX 368 W.CE FR %M MAW&MS AOM TO TIC ROOF VENTING
SAFETY HARBOR FLORIDA _U695 ROPIW FOR 9%= FUMES MID MIST K DRAINN6 NIIIHR
c
PHONE (727) 726-1130 IVT 9=11 l meso7v nVA VII'm AD-PR-7006
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE 7
c— SITE INSTALLED FLEX DUCT / SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
`FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT _ CENTER SECTION
VENT CAP
(OR SOLAR CAP)
� EXHAUST DUCT SPLIT
AND FASTENED TO ROOF'
DECKING OR BACKER
WITH MIN. 4- 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
`~ I
\-SHEET METAL
SCREW
0-*—FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT IN ROOF DECKING. .
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED i TH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE
5. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER iVATH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
m (SITE INSTALLED)
VENT PIPE
D.P'(FACTORY INSTALLED)
DETAIL ' B'
DAM APPROVAL
APPPOVED BY
JUN 10 W,
INC.
qFnEDERALNUFACTURED HOME
ON AND SAFETY STANDARDS
NOTICE DRAWN BY. DALE REV. LETTER:
JACOBSEN HOMES wm SPEalrolIM AMMAWAM ARE R.R. I 01-23-04
amx". mawim f no C"mu E DRAWING nTLE.
wTMM OF ACCBSiM wMFAC111RW
iN P.O. BOx 368 ac y" yAICRIMg ARE PROM TO n[ PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 RECFENT TOR SPECIIC SMM NO MIST K DRAWING TWINER:
PHONE (727) 726-1138 PVT CUiMX% AIO SECRET MN OM M AD-PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15{ FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT KITH A 6` MIN.
OVERLAP AND A MIN. 6' WDIW OF ROOF CEMENT.
151 FELT TO HAVE A 6` WN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I f
r -1 r pr--,
i ` Fln INSTALLED ROOF SHEATHING (TIP.)
6` WIDTH OF ROOF CEMENT WHEN
OPTIONAL 15j FELT IS INSTALLED..
1 � 1 � .I—
I
OP110NAL LAYER OF 151 FELT
� + i 1 � +� ► 1 i I i+ i I i l I
1
1 1 1 I I 1{ I I 1 I I I
ONE-PIECE SfNQE
UNDERLAYMENT
ROOF SHEATIM (TYP.)
THIS ROW OF SHNM TO BE FIELD NSTAUED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST.000RSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
a
FASTENING DETAIL
NOTE�� tfiL41 rt ArnarAl:
1. CEMENTING OF OPTIONAL 15/ FELT IS NOT REWIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 150 FELT IS NOT REQUIRED. (FASlMERS APPLIED /��t/
ARE .UST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) �p'h (" *�, J n 'Sn
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRW110NS K2 EE91r►c.-Olcl fT1G`
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES 1FEg sPEaFrAT10Ns AND Nm AN
O DRAfiGi ARE
wow. PRaPRETARY: AND CONF;Dwx
P.O. BOX 368 MATE OU IF JACOBSEN MWAMURM
at rSAFETY HARBOR. FLOF40A 34695 KaaPe�ir FOR 9011C Ir OSES NO 1NATERKS AM Rom �T BE
Lljjj PHONE (813) 726-1138 Km a0ii0L u AID SE= RTOM on=
WINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVAL
;DYED BY
Revised
Orp
ct 29,2007
NC.
IYWDFACTURED HOME.
ICIIDN AND SAFETY STANDARDS
m BY. OAIE REV• IEm
O.A.�o=2a—o7
In mm- A
SITE ROAM 261 E Alb UNDETRLAYIENT,
um Numm AD-PR-7008
2%
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
4/
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105' X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE 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 1MTH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. WITH NAILER
FLANGE. SECURED TO ROOF. ON TOP OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. MATH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER VATH SHINGLE TABS
SECURED MATH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
DANA APPROVAL
NOTES:
ROOF FLANGE FASTENED TO SHINGLE ROOF WITH
IMIN. T' X 1' X 16 GA.
APPROVED
BY
1.
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER
END OF FLANGE).
.00-01
INC.
FED'
AL MANUFACTURED HOME
CON
RUC110N AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
XSE ST'EOFICAT� AND DRAWNIM ARE
GRAM BY:
T
DALE
02-04-04
REV. LETTER
DRAWING TITLE
araca+K. vnap+EMy. AID 1WMTNIL
MAlOMLS or JACOBg1I M~AClLW4 i
TYP. FLASHING INSTALLATION
P.O. BOX 368
WC S XH MATERIALS ARE PROVM TO THE
DRAWING NWBER
AD-PR-7009
„ SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1130
I OMI fdt SPW KIRPM NO MIST If
K" wank k NO SEOET nft OTHM
28
ADDENDUM
GENERAL NOTES / TIE-DOWINS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3L VERTICAL TIES MAY BE SECURED 10 THE SAME GROUND ANCHOR AS THE FRAME TIE -GOWNS WEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. *..E'I ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ,NSTAL°.:D
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SI.'PPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME DES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHAM 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-MEAI9ER 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 MAIN I -BEAM (AS SHOWN ON M. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THOR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION R@ TYPE OF SOIL IN
WHICH X ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES.
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL 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 REOUIRED (SEE APPROPRIATE SPACING TABLES)ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REMO NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKNG REOU REMENTS. ALL BLOCKAG DE TAILS
CONTAINED WITHIN THIS 'MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES: ENGINEER `&VIKITE,•.D it////DAPIA APPROVAL:
�C,VSTER ROVED BY
THESE NOTES AND DETAILS ARE APPLICABLE a Q' NO• O
FOR WIND ZONE 1I AND/OR WIND ZONE III. THEY - r ENE8703571.: ,uN 1 51�
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' = .�
AND EXPOSURE V. SEE APPROPRIATE TABLES _
FOR .SPECIFIC INFORMATION ON EACH. TAT INC
''; 6/ f pi•�Cr�'„swanis
�•• !/gyp
NOTICE ',,,, IN %% DATE: REV. LETTER
JACOBSEN HOMES 1111�T11` c.L.Y. 5-19-95
THESE SPECIFICATIONS AND DRAWINGS ARE
„ CKINAL. PROPRIETARY. AND CIDIUMM DRAWING TITLE;
MATERIALS OF JACOBSEN MANUFACYMNC
P.O. BOX 368 INC. SuMATERIALS ARE PRO%= To TD-GENERAL NOTES
a
SAFETY HARBOR. FLORIDA 34695 RECIPIENT FOR SPECFIC PIRPOSIS NO WSI K DRAWING NUMBER -
PHONE (813) 726-1138 XEPT COWDEHMI NO SECRET TROY OMM AD-TO-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
r1
MIN.
WIND ZONE 11
WIND ZONE III
WIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
\1
FLOOR
WIDTH
EA. END OF
AN
EA. END OF
ANGLE
O
EA. SECTION
YIN.. B
EA SECTION
uK1N. B
20'-0'
2
36'
2
45'
24.-0.
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-B'
2
54'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE H
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-O'
12•
8'_0'
3150#
40'-50'
C-8'
3150#
40'-50'
254
12'
8'-0' 1
31501
40'-50'
6'-8' 1
3150g
40'-50'
26'-8'
12"
5-0'
31501
40'-50'
6'-8'1
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
1NND ZONE III
FLOOR
MIN.OTY.
EA. END OF
ANCHOR
ANGLE
MIN.OTY.
EA. END OFANGLE
ANCHOR
0
WIDTH
FA. SECTION
MIN.. B
EA. SECTION
YIN.. B
20'-0'
2
50'
2
66'
24'-0*
2
70'
3
50'
1
25'-4'
3
45'
3
60'
3
45'
3601
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE NF
SPACING
DE HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
5'-4'
31509
40'-50'
4'-0'
3150#
40'-50'
25-4'
12'
54
31501
40'-50'
4'-0'
31501
40'-50'
26'-8'
12'
5'-4'
31501
40'-50' ,,,1
1111111, '-0'
31501
40'-50'
NOTES:
ENCINEFR` O /i/
DAPIA APPROVAL•
1. sEE AD-lD-D001 FOR ADDI110NAL REQUIREMENTS.
% �'Q No. F -APPROVED
: o'.
BY
2. SEE AD-M-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOW_
_ ENEB
=
. ) 5
�o, .. F4`' ,.
INC
.,� �tJ;••.,. ��
YwfKIU�Now
C43TRJCTO�MOSIiRTTST!!d!�
JACOBSEN HOMES
■
NOTICE:
THESE sPEonCAnoNs AND DRAIHNGS ARE
MONAL. PROPRIETARY, AND CONFIDENTIAL
+N)<i4TWY1 ..
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE:
MATERIALS OF JACOBSEN UM"ACTURIHG
NORM. SPACING TABLES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
D+G 91CH UATERXS ARE PROVIDED TO THE
REOPort FCR SKCFlC PLRf`04S AND WJST BE
O>16DDInAL kO SECRV TKU OTHM
DRAWING NUUBTR
AD-TD-0010
PHONE (813) 726-1138
WPT
30
ADDENDUM
ALTEMNATE TIE -DOWN SPACING TABLES
ZONE Il & III/EXP. C �4
LONGITUDINAL TIE -DOWN SPACING TABLE
MK
FIND ZONE 0
WIND ZONE M
WL 0.
EA. Be DT
NJm
A
UK Olr.
E101 OF
AIMA
1
FM
��
H9D1H
EA.al.secUN
1. e
EA. ;ff
n+, e
2
54
3
40'
24W
2
54
3
40'
25'4
2
My
3
44'
26'-r
3.
3T
3
48'
4T
4
41'
(SEE N07E 14 FOR ANCHOR ANGLES)
VERTICAL TIE -DOWN / "AM TIE -DOWN SPACING TABLE
IdIN.
MA
WND ZONE II
WIND ZONE 11
sm s
IL WAD
Lao
Allm mu
SPAM
ML WA
LOAD
ANM AIM
FLOOR
WIDTH
EAVE
Ovs"G
'23'-4'
12'
5-4'
31501
9-45'
5-4'
31501
N-40'
24'-0'
12'
6--4'
3150#
40'-45'
64
31501
35-40'
25-4'
12'
5!-4' I
31501L
4T-45'
94
3150#.
35-a
2V-8'
12'
S-4' 1
31501
1 49-45
.5-r
3150# —
L 35'-40'
12'
S-4'
31501
40'--45'
S-4'
31501
V-40'
(SE NOIE 14 FOR ANCHOR ANGLES)
�eeeesonios�
`baee G. p0�
oIy
b � . •...... Q
�o: ��� E S • .Fq,9,.�
4qe F �m
' No 45484
- u
.� • of
o O vTl; ._ a•m REF. CALC.
;4'�� .'c(O O P,�?oe`' C-TD - 215.01 - 215.20.
S•••..�....•' Ob
0NAieNN�e�,
NOTES;-
EN6YEFR AF1'ROYAL:
DAPu Av�owL,
t SEH 0-M-MM FOR ADDITIONAL RE4UsMOM
APPROVED BY
00
z SEE FOR YAMM PER HEIMIS MM ED FOR lK LM
J�a 16,2009
TMAATED AM
1E-OM THIS PAGE APPLICABLE 10 DO RE UES ONLY.
I
1 �I ON
I V V .
4. on ANCHOR ANGLE SHOWN IN THE CHART ABOVE CANNOT BE ACHEV%
FEDENAL IIANIFACIUt1ED MOrE
CONSTRUCWM AND SMTY STANCMImS .
INSTALLED AN AFMWDD STARMR FLAIL
JACOBSEN HOMES
»�
DRA+IN r M.T
DATE 06-04-09
REV LEM
'��
ALTERNATE SPACING TABLES
P.O. BOX 368
NAtLtCAIB Dr t�IIMN'AQMMO
SAFETY HARBOR, FL:ORIDA 34M
PHONE (813) 726-1136
W. 9= MAMM AM FRDY17lD 1D IN
RIa19rt. FAR mm F1APOiLS No ON E
WT mffloo Ml M SMW FRCP am=
DRAIBLG "am
A[)—M-0010.1
31
ADDENDUM
TYPICAL SIDE ELEVATION
CHrMr. TIF-(DOWN SPACINGS
TYPICAL CROSS SECTION
FLOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE M-DOW XMIOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE FIE -DOOM .YEA i
SEE NOTE 5 FOR
4AMIW HWff
NOTES: ENGINEER` (N S �QcO���'� OfibVE�'BY ��
1. SEE AD-7O-0010 FOR SPACING TABLES : '0.��•,11G q�O 1 y
2 SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL ME -DOWN STRAPS REQUIRED. Q� No
3. SEE OTHER DETALS FOR BLOCIONG (PIER) OUM71TY AND OTHER REWFU ENTS. _ = ENE8703571 INC. SEE AD-TD-0001 FOR ADDITIONAL REOURIMIDi I V
�yy�ll/EDNOE
5. ZONE 2/EXPOSURE 'C: 60' VA)Q11UY HEIGHT :, $ -rRz i ; �W cn•�wosA�enrsUWo�
ZONE 2lrV=RE V: 44• YAXWUY HEIGHTREF. CALCS:
� Q'
ZONE 3/EPOSURE V: W YAXIMM HMT ii���� ' �, Q p►• ������
ZONE 3/EI�OSIIRE V. YAX6WY HEGHT i�4s+s/0..
NOME res"10P DATE REV. LETTER:
JACOBSEN HOMES TFlm SPE ATNm AND DRA AREAC.L.Y. 3-27-95
MCINAL. P"P1EETARY, AND CONFlO IM DRAWING TITLE
„ P.O. BOX 368 :A1F1aA!'S °` dACOeSEN YANUFACTUIMIC FIGURES 1.0 AND 1.1
NC 51JCIi NATERWS ARE PROYM TO THE
SAFETY HARBOR. FLORIDA 34695 RL Ma rat 9 MFE PU8M AND 90 IN DRAWING NUY6ER:
PHONE (613) 726-1138 w" COWMUAI AND swo n= Ones AD—TD70011
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
WAAr. TIF—DOWN SPACINGS
FIGURE 1.0 ee�ossa�aeeoe�sei
® D 'oo
•c
e
E N
No 4I_•....E
. ova -.
A
TYPICAL CROSS SECTION S%'
SHOWING TIEDOWNS TYP. aooR SYSIHI ;1e41811s aE ®®o�ve
ow�ms
SE NOTE 5 FM
YA1aNlY HET91T
mam ANGLE (SEE NOTE P) Ammm ma (SEE ROLE A)
FIGURE 1.1
(OBIGN BASED ON 95 I/Y' I-BFAFA CaItERS W 96, HIGH SIMAU)
NOTES:
APPROVED BY
1. SHE AD-TO-0010.1 FOR SPACING TABLES.
2. SEE AD-10-0010.1 FOR QUANITY OF LONGIND& 7IE-DOL9L STRAPS REQUIRED
00
Jtm 16,2009
PINc4.
3 SEE OTHER DETAILS FOR BLWING (PIER) QUANTITY AND OTHER REQUIREAWENTS.
SEE AD-TD-00 FOR ADDFRONAL REQUIREMENTS:FEDERAL
WINIFACHnEDHOME
CONSTROCnON AND SAFETY STANDARDS
5. ZONE 2/WMRE 'C: 67' MAXIMUM HE W
ZONE 3/L*MRE 'C': 5r MAXIMUM HEIGHT
REF. CALM
C:-TD- 215.01 - 215.20
6. WHEN ANCHOR ANU SHOWN ON AD-ID-0010.1 CANNOT BE ACHIEVED,
INSTALL AN APPROVED STAE9LaFR PLATE:
JACOBSEN HOMES
NOM
;HM Ts AIUI MAN= ARE
DRAWN Im.
MA
DATE
DATE
REV LEIiDW:
DRAWING TIRE
FIGURES 1.0 AND 1.1
Mm Dw, p MffMY, ADD WOMB=
MAMMS OF M=M MMUFAOTMOtG
P.O. BOX 368
W. SLIM MAIMU AM PWi= TO THE
DRANLHG NUYBfR AD-TD-0011.1
SAFETYR(BOOR,FLORIDA813) 38 85
Km 9M RS KW T I
33
ADDENDUM ,1�gss
NORMAL TIE -DOWN SPACING TABLES stt
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(�1
�1
t tQ
Ot�\v\ 1V
MIN.
FLOOR
WDTH
WIND ZONE II
WIND ZONE III
Yw• OTY.
A. ScEA END
EA.
ANaOR
ANGLE
YIN. A
YIN. OR
EA OFANGLE
EA SECTION
ANCHOR
YIN.. 9
12'-0'
2
43'
2
55'
2
50'
2
68'
�4
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0*
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
T-0'
31501
4D'-50'
6'-8.
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
l •(�
v
O�
MIN.
FLOOR
WIDTH
WIND ZONE it
WIND ZONE III .
YIN. OTY.
EA. END OF
EA. SECTION
ANCHOR
ANGLE
YIN. 0
YM OTY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
YIN. 0
12 -p'
2
64
3
47'
12'-0' 1
3
37'
4
33'
42'
3
55'
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WAND ZONE III
SPACING
D<i. HEAD
LOAD
ANCHOR ANGLE
SPACING
DEIL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
5'-4-
31501
40'-45'
4'-0'
3150R
40'-50'
13'-4"
6'
54
' 3150p
40'-50'
4'-0'
31501
40'-50'
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2 SEE AD-TD-0013 FOR LUXWUM PIER HDG HTS REQUIRED FOR THE LOADS
TABULATED ABOVE
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDRALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS NTH 95 1/2*�
I -BEAM SPACING 96" MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM I SIDE
OVERHANG (6- OVET MC LUX EACH SIDE OF UNIT). I
ENGINEER, �•'/���i
Do,
''-,,
�N O?�F ,
G 9 AA--
,� • �� NC �� :.v
ENE 8 703571 =
* '
': STAT'= F
� � �
���i �F '•.�01 AN. ' \� ����
DAPIA APPROVAL
APPROVED BYE
ON A JJN 1 5
I N G
FUMIMF�NW
Tus,ti:,D1A703ViiTSTM0M1�
JACOBSEN HOMES
■
„ P.O. BOX 368
SAFETY PHONER(813) FLORIDA11a 95
NOTICE: Af/!fl/11
nIESE ST'EOF1G11DNS AND DRAMNGS ARE
ORGINAL PROPFAIARY, AND CONFTDf.NTM
YATIRIALS OF JACOBSEN UMUFACTtRNG
W_ SUCH MATEPULS ARE PROHCED TO THE
IVT CE �Fra� P1Pam ANDnu W5�
lllll`"d C.L.Y.
DATE;
5-30-95
REV. LETTER:
/ `
/L-A,
DRAWING TITIE:
NORM. SPACING TABLES
DRAWING NUMBER: AD-TD-0012
34
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
-.. �• •� rM P,-w-wic twit nx W-IU-MZ IAtU nX AU-IU-OOIZ IML PER AD-TII-Ml TARE MAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SIZ MURB 2.0 FOR A6TBB M M-DOW 1=11
mu WE
FIGURE 1.3
SM MUU 7.0 FOR ALiE ITB MDDVN HERID
SEE NOTE 5 FOR
MA I I HWIT
NOTES: ENpNEE`%'.ff Womb$I#E"�''' DAPIA APPROVAL1. SEE AD-M-0012 FOR SPAONG TABLES AND NOTES ��` \� D( , �4
2. SEE AD-ID-DO12 FOR OUANTY OF LONQTU01AL TIE -DOWN STRAPS REOUEDR` 0�' C,\STEq • ��` �'�.� APPROVED BY
3. SEE OTHER OETA0.S FOR BLOQONG (PIER) QUANTITY AND OTHER REpURE)1ENi5 .. •Q� NO. fin' 2
4. SEE AD-M-0001 FOR ADDITIONAL REOUREMENTB. - E
i
Nf 870357 - JAN
-5. ZONE 2/ XPOWRE 'V30' MUM HOW NIP
INC
ZONE 2/DMRE V.- 48' MAXWM HEIGHT 1 v ��r
ZONE 3/EXP05LIRE V- 28' MAMILIM W3GHT A ` 0% ;'� �� Aloo„ T►
ZONE 3/EVOSURE b'.. W UAX1141M HEIGHT
NOMP. ��/ N.•lD DAIS: REV. LETTER.
JACOBSEN HOMES THESE SPE6i1G1MS AND DR,i' F,�;, na`' C.L.Y. 5-19-95
OWMAL, PWKTARY. AND CCfG1oOEiuL DRAWING 1TLL A
P.O. BOX 368 MAC OFAA OMMSM yA1AIFAct c . FIGURES 1.2 AND 1.3
„ SAFETY HARBOR, FLORIDA 34695 P• SUIH MA7M4LS ARE PR=0 TO THE
PHONE (813) 726-1138 W 10ENR A YRiR Cpi�TTo Fw IAW BE
OS BRAVING NUMBER AD-TD-0013
9i
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES CA PAOVAL!.., ' �i� DAPIA APPROVAL
Q G�STFq •.cc,L•
1. SEE AD-TD-ODIO FOR SPACING TABLES No Fo APPROVED BY
2. SEE AD-TD-ODIO FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. _ ENC-8703571
3. SEE OTHER DETAIS FOR BLOWNG (PIER) WANIITY AND OTHER REWIRELIEN75. '• _IN 5
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREUENTS. _ INC
O ••., / �✓ �`: '' 4' • rSOEIYI YA+IfACI{A®IOE
'�` •.�YD1AN.•'�\��.�� wolRro,allosvmswoeerm
'Rol Al
JACOBSEN HOMES
j NOiTCE.
THESE: sPEanGnoNs AND oRA,aNGs ARE
ORIGINAL PROPMETARY. AND CONnoENTK
DRAWN BY:
C.L.Y.
I DATE:
5-19-95
REV. LETTER:
/�
DRAWING TITLE.•
P.O. BOX 368
MATERIALS OF JACOBSEN UANUFACTURINC
FIGURE 2.0
H
SAFETY HARBOR. FLORIDA 34695
Dr- UATEMS ARE PROHDED To THE
RECIMT rat 9ECFIC PJM93 NO MUST BE
DRAWING NUMBER
PHONE (813) 726-1138
PVT CONFUNIIAL AND !EatF7iM OTHERS
AD—TD-0014
12c
ADDENDUM
ALTERNATE TIE -DOWN, SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOi Ni INSTALLATION METHODS
SIDE HEW OF MAIN FiA11E
TEE -Down sTRAP
sE[ oTHER DeTAILS
FOR 1E-O MN STRAP
SPECf1CATIDNS.
APPROVED ANCHOR Wc.D_D TO
MAIN I -BEAM (SEE OTHER DETAILS
SEE 0-TD-0200 FOR FOR WELONG) TO BE INSTALLED
RADIUS CUP DETAILS AT iK- FACTORY.
(REWIRED THIS LOCATION). (YOU. 31501 INOWNG (DESIGN) LOAD
AND 47251 ULTWATE LOAD.)
GROUND ANCHOR
SEE OTHER DETAILS FOR SIZE,
ANGLE AND OTHER INSTALLA71ON NOTES.
FIG URE 2.1
SOLID HEADED (CROSSNEUZ(RiWRED
3- X 3/4' (= 1/2)
FRClIi v1Ew CUT INTO HEADER MUST BE LOCATED
RADIUS CLIP DETAILS
FOR STRAP ATTACFi1E11T. WTHN 5' OF MAIN
_ (FACTORY CUT) CHASSIS I -BEAM.
F' /0200 FOR I SEE AD-M-CM FOR
` HISS LoCATION� I(REWIRED THIS LOCAION).
TE-DO*W STRAP
SEE OTHER DETAILS
SIDE YEIV FOR ME -DOWN STRAP
SPECIFICATIaNS.
GROUND ANO+OR'
oe SEE OTHER DETAILS FOR SRE,
ANC.F AND OT.iER INSTALLATION NCEES.
Mg
FIGURE 2.2
NOTES: FER &PPFOYAL+J• - DAP:A A'F'ROVAI
EPi.�t'�'?��i
1. SEE AD-TD-OD10 FOR SPACING TABLES -
2. SEE AD-111-0010 FOR OUANITY OF LONG37UDIAL 1E-DOWN STRAFS REWfiED. .b : C. _: rir- x
. T_li.. ..
3. SEE OTHER DETAILS FOR BLOCKING (PER) DUANTITY AND orNER REOVREMENTS. „ Y
I. SEE AD-TD-OD01 FOR ADDILONAL REQUIREMENTS. ��i • • � sff , (�. -
ACO}IOR BRACKET AND TILE-DOM
DEVICES ARE CERTIFIED BY OTHERS
NOMCe GRAM BY. OAm REV. LETTER:
e JACOBSEN HOMES irE3 SPCGFICA�ONS AN] CRAMS AriE C.L.Y.. 6-13-55
WMu. PRPWARY. AND CMVM7NnA. DRAMG TITLE FIGURES BAMULS Or JACOBSEN MAAAIrACRV M'. 21 & 2.2
P.O. BOX 368
®, HC SIlU1 YARums ME MMVWD TO TIE
SAFETY HARBOR. FLORIDA 34695 KW&I rat SPECIFIC PJWUZS AAD WET BE ORAwWG NUYBM'
PHONE (813) 726-113E Apt cAm� N,AL Apo srer o►= oasis . AD-TD-0015
LONGITUDINAL STRAP ATTACHMENT
MICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(HELD INSTALLED)
NOT S '
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE I STEEL STRAF
AND 0.035 INCHES IN THICKNESS,. CERTIFIED BY A REGISTERE
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDA
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT
CATOR BEAM CLAMP, MANUFACURED BY
TIE —DOWN ENGINEERING, PART 159011
(SEE MANUFACNRER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL:
A
PROVED BY
IRNERS
VG, 1 1/4" WOE
PROFESSIONAL
15 '
T,
) SPECIFICATION
$I.INC.
p
FEEL, AND SEALS.
FEDE
CGN
AL MANUFACTURED HOME
RUCTION AND SAFETY STANDARDS
NOTICE•: unnnn o•. M.T. 6-12-01 •• _ _
X-JACOBSEN HOMES THESE SPEOFlCATIONs AND DRAYANGS ARE
ORIGINAL. OPRIETARY, AND COWDENIIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURWC LONGITUDINAL STRAP ATTACHMENT
P.O. BOX 368'' ON: SUCH MAT:RIALS ARE PRONDEO To THE
SAFETY HARBOR. FLORIDA 34695 RECWtNr roz svWX P WMB AND wsr BE DRAWING NUMBER:
PHONE (727) 726-1136 HEM CONK UM4 AND SEO0 FROM OhiERS AD-TD-0016.
38
ADDENDUM gas
OFFSET TIE-DOWNUNIT SPACING TABLES
ZONE I & / C&D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WN. CITY.
ANCHOR
UK Orr.
ANM
WIDTH
EA. END OF
ANGLE
Ell END OF
MOLE
�U
o Vv
EA SECTION
uDL a
EA SECTION
Tml 6
10'-0'
2
44'
2
56'
l
12'-0'
2
57'
3
42'
13'4 .
3
38'
3
50'
VERTICAL TIE —DOWN •/ FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACINGDO
HEAD
LOAD
ANCHOR ANGLE
SPACING
HEAD
LOAD
ANCHOR ANGLE
10'-O'
12'
4'-0'
31501
40'-50'
4'-0-
31501
40'-50'
12'-0"
12'
4'-0'
30MI
40'-50'
4'-0'
31501
40'-50'
13'-4"
12'
64
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 'II
WIND ZONE III
FLOOR
MIN. CITY.
Mon
MILL OTT.
ANCHOR
WIDTH
EA. END
ANGLE
EA. END
ANGLE1KVV
EA. SECTION
UK
IO
EA SECTION
uDl e
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
3
58
4
48'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACINGLOAD
DBL. HEAD
ANCHOR ANGLE
SPACING
Oe ob
ANDIDR ANGLE
10'-0"
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0"
12"
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4"
12'
4'-0'
3065,1,1
40'-50'
2'-8'
30001
40'-50'
NOTES:
ENCI`V` tvAtpQ�vi A
��Z�"��D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDR'; LL OF
Q` •'' \S T '
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE:
Q�G �• • �7' • :y
WITH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO:'
TIED
h• _ 3
•'�
c C O p O
JLr 7
BE DOWN IN ACCORDANCE NTH THE NORMAL SPACING TABLES (AD-TD-0010).
3
2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. "
-C►' `.
I N CI
moo; �9(46
3. SEE AD-TD-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
ABOVE
� �`•'•. n;�1aC.l;•';� ``�� FED
��FSs, ' COtISTRUCTION
RAL MANUFACTURED HOME
AND SAFETY STAND
•••••' �G``���
J AC 0 BS E N HOMES
NOTICE.��+�R,,, ,
THESE sPEonunonS-AND DaAwNos ARE
4\,n
R.R.
DATE -REV.
8-27-96
LETTER:
BOX 368
lDNAL, PROPMETARY, AND C0tENIK
MATERIALS of JACOBSEN MAWFACTMIC
K. 9U01 NATERULS ARE FRONDED TO x
BOfEd
DRAWING TITLE:®�P.O. OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (313) 726-1138
IMCIPo1T FOR sKcnc FJMSES AND Wal EE
►EFT CDN MIK NO SECRET TRW onrns
ORAMING NUMBER: -
AD—TD-0020
39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE -DOWN &MOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXIMUM HDCHT
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE -DOWN MMOD
[TARES ON AD-TD-0020 JI NOi APPLY
TO THESE STMOM IAILTF-AIDE SECTIONS
IF THE UNIT -SEE NOTE 1. AD-TD-0020.1
TWP. FLOOR SYSTW-7
ANCHOR MaE
TYP.
ANCHOR AWE
FIGURE 3.2
R.l M. ALTERNATE TIE -DOWN METHOD
NOTES: .._.,_�'-. ;� ...,-,V .,-._...._....r
Gr No. A o 'i
1. SEE AD-TD-0020 FOR SPACING raeLEs (OFFSET SEcnON ONLY). ]�. �, F '•.!li , APPROVED BY
2. SEE AD-TD-0020 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY) z ENE8703571
3. SEE OTHER DETAILS FOR BLOCK NG (PIER) QUAN71TY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. : IN�
5. ZONE 2/EXPOSURE V. 44' MAXIMUM HEIGHT ���0�'• ��. \��':�� cmxucr
ZONE 2/EXPOSURE 'D': 24: MAXIMUM HEIGHT (32" 0 24' WIDE MIN.) �� ��
ZONE J/EXPOSURE C: 32 MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D'.' 32' MAXIMUM HEIGHT (44' 0 24' P1DE MIN.) NA
�hs�....--.....Ep
om JACOBSEN HOMES """y� AND _
THEE SPECIFlCATIONS AND DRAWINGS ARE C.L.Y. 5-11-95
;;� MAITERIIAALS COBSEN MANUFACTURING DRAWING 11TL%
P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THEH FIG. �.0, 3.1 & 3.2
oiHm
SAFETY HARBOR, HONE (8 3) FLORIDA26/1384695 C ivT cwwTi RIECags� DRAWING NUMBER: AD—TD-0021
REV. LETTER:
40
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE—DOWN.SPACINGS
n
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES: `E� `,� OV ii�4 DAPIA APPROVAL•
1. SEE AD-TD-DD20 FOR SPACLNS TABLES OFFSET SECTION ONLY).R '
( . O Q��\STF ��F2•,,, APPROVED BY.
2. SEE AD-TD-OD20 FOR OUAN!TY OF LCN07WAL TIE -DOWN STRAPS REOUIRED. N0. O '
(OFFSET SECTION ONLY) _ NE8703571 5 10
3. SEE OTHER DETAILS FOR BLOOCN; (PIER) QUANTITY AND OTHER RECXJFZ ENM _ _ �j
4. SEE AD-TD-OD01 FOR ADDITICt.Al REQUIREMENTS r � .' II V
��, IAN�;.' �PC
tO0I1CIG'IaAIOW[11ibKVq
JACOBSEN HOMES
„ P.O. BOX 368
NOTICE ""
n+Es� sPEonunons AND oRAaNrs A1iE
MNAL PWPWARY. AND COW10D11UL
MATUdALS OF A MZN UMXACIIAENC
9T:
� C.0'.
DATE:
5-11-95
REV LETTER
A...
DRANING RRi
FIG. 4.�
SAFETY HAR'cC�. FLORIDA 34695
W_ SM MAXWU ARE PRMM TO TmE
RECPQR F01 3LCFC PALM Me OAl K
DRAWING NUMBER
PHONE (813) 726-1138
1®i MWMTK No mm mom OHM
AO—TD-002200
41
ADDENDUM
I�� ALTERNATE UNIT TIE -DOWN SPACING TABLES Q
000l!
[� it ZONE II & III/EXP. C & D
/ LONGITUDINAL TIE -DOWN SPACING TABLE
E+' MIN. NAND ZONE 11 WND ZONE III
UIN.OTY. ANCHOR MIN.OTY. ANCHOR
FLOOR
WIDE EA. ENO EA. END ANQi
ON IN. O
0� EA. SECTION YIN. A EA SECTION MIN. A
20'-0' 2 36' 2 45'
24'-0' 2 46' 2 60'
25'-4' 2 50' 1 2 67'
26'-8' 2 55' 3 30'
VERTICAL TIE -DOWN / FRAME TIE-DOITN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
� ��
ANCHOR ANGLE
SPADNG
DEL HEAD
TOAD
ANCHOR ANGLE
WIDTH
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-0'
12'
4'-0'
37001
20'
4'-0'
3950#
20'
254'
12'
6'-8'
40W1
15'
4'-0'
39501
22'
26'-8'
12'
6'-8'
39501
1 28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
141N.
WIND ZONE II
WIND ZONE III
YIN. Ott.
EA. END OF
ANCHOR
ANGLE
uDlOtt.
EA. END OF
ANCHOR
ANGLE
FLOOR
Y11DTH
EA SECTION
u01 a
Ell SECTION
uW, e
20'-0'
2
50'
N/A
N/A
24'-0'
2
70'
N/A
N/A
�QO
j 11
254
3
42'
N/A
N/A
-
26 —8
N/A �
N/ A
N A
/
N A
/
VERTICAL TIE -DOWN /
FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE
II
WAND ZONE III
SPACING�•
H�
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
40001
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
4000
27' .11111141
N/A
N/A
N/A
NOTES:
ENGINF�Ee XRCY' LDo� ,*
DAPIA APPROVAL:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
1o.
2 SEE AD-TD-o031 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
Ei\E8703571•': s
;-� ,-•:
ABOVE:
-�-
3. 20 BIDES -82' MAXIMUM 1-BEAM SPACING ONLY.
.�
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
�. o:•'' . ^/^ \C' .
_......... _ .:.
JACOBSEN HOMES
NOTICE` '�Inl
T1+EsE SPEGI anus ANo DRA-0 "+E
MQR�wN
C.L.Y.
DATE
6-13-95
REV. LETTER:
DUMNG TITLE
ALT. SPACING TABLES
ORONAL PROPKTART. AND CONrmp M
MA1MALS OF JACOBSEN MANAACIIJ�
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
INC SUOi MAIERMALS ARE PRO1100 TO K
KOWIT rORITErt1C Rdi W NO MUST a
ORAMNG NUMBER:
AD-TO-0030
PHONE.(813) 726-1138
MST CorrMna Arm saxcT ro+ oroM
42
0"
.ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN. SYSTEM(S)`
SEE NOTE 4 FOR
MA= H=T
L FIGURE 5.0
4- MAT SEE FIGURE L! FOR RECOMMENDED M-DO0 M=D .
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000. POUND ANCHORS .
TT= USING To TIE-DOIN COFFIGURATfON A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR T111fl A DESIGN IDAD (roWIG tDID) RATING OF
4,000 POUNDS AND AN ULMUTE LOAD RATING OF 6,OD0 POUNDS MUST BE USED. AN EQULVI.AM ANCHOR MTDLG TES ABOVE SPECITCATTONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN 11EU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES: THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N I
ALL WIND ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE V. HOWEVER, BY
1. SEE AD-TD-ODOI FOR ADDITIONAL REOUIREUENTS. INSTALLING THE FRAME ME-DOW STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOdoNG (PIER) OUAfjM7Y AND OTHER REOUIREITENTS. HEIGHT
OFF HE GROUND
R MS�F R GREATLY
REDUCED- SEE INSTALLOTHER DETAILS FOR THE
3. FOR FIGURE 5.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-7D-0030). .,1I,46I,11,
4. ZONE 2 OSURE 'C': 31C MAJG► UM HEIGHT ENG3NEER PRDVALNT •- DAPIA APPROVAL
ZONE 2/EXPOSURE 'D': 27" MAW-JU HEIGHT -.% t •I. .....
ZONE 3/D(POSURE 'C% 30' MA)C►FJU HEIGHT �� O 1ST.Fy "•� s _ •-
ZONE 3/EXPOSURE T% THIS APPUCA1ION IS NOT APPLICABLE. No, RJ •.` .., ,
r
T T Ir. ..4
s/or, n t�
NOTICE: 'r'rr" +DRAWN BY: DATE REV. • LITT
JACOBSEN HOMES THESE SPEWCATIONS ANC DRA,MN69 AIE c.L.Y. 6-13-95
ORiGNAL. PROPRIETARY, AND CONFIOETIIIAI DRAWNG TITLE:
MATERIALS OF JACOM UWffACT"G FIG. 5.0
99 P.O. EOX 368 DEC SUCH YATERULS ARE PROMM TO THE. .
SAFETY. HARBOR. FLORIDA 34695 RECPOTT FOR VECFIC RlEPOSTS AIO IAJST K DRAWING NUMBER:
PHONE (813) 726-1138 JUT CCNEMM AM SERER n= OTHERS AD-TO-0031
•43
our 18E
00, ADDENDUM
ALT. OFFSET UNIT TIE -DOWN SPACING TABLES $& 6N
O
6'
ZONE II & III/EYP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN. OTY.
EA END OF
EA SECTION
ANCHOR
AN
YIN.. 9
WIN. OTY.
EA. END OFANGLE
EA SECTION
ANCHOR
YIN.. 6
tI
U
FLOOR
WIDTH
�t
O
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
25'-4'
2
45'
2
58'
26'-8'
2
48'
3
3-70
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12•
N/A
N/A
N/A
N/A
N/A
N/A
24'-0"
12'
1 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
WIND ZONE III
MIN. OTY.
ANCHOR
UK OTY.
ANCHOR
FLOOR
WIDTH
EA END OF
N
EA. END
ANGLE
O �,}
EA SECTION
YIN.. B
EA SECTION
YIN. 9
P0'_0•
N/A
N/A
N/A
N/A
24'-0•
2
60'
3
45'
�1
25'-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
IFRAME
VERTICAL TIE -DOWN / TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HERD
LOAD
ANCHOR ANC:E
SPACING
LOAD
DD�
AN04OR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0•
12"
N/A
N/A,
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8.
4000¢
20'-30'
2'-8'
4000#
20'-30'
25'-4'
12'
4'-0"
40001
25•-30'
S-2'
4000#
15 -30'
26'-8'
12'
4'-0'
40001
25'-30'
S-2'
40001
25'-30'
NOTS'
ENGINEER IffievfU111111",
DAPIA APPROVAL
OFFSET SECTION IWTH THE MARRIAGE LINE OF
: �� C' cl��0�% APPROVED
BY
1. WALL DIMMIPIG BEYOND THE ENIDWALE
DE TIED
��O`C
THE ADJACENT SECHON MUST DOWN AT THE MARRIAGE LINE IN ACCORDANCE'•,!j/
MATH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) TIRE TO
Q` i�i0. O 's
JU+1 1
BE TIED DOWW IN ACCORDANCE WITH THE ALT. SPACING TABLES (AD-M-0030).
= E ca.i
_
INAINC
2 SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
FOR
, �Q •'• C% `
yy
Ct> -.. v. LAIL" StNCMI1W
3. SEE AD-7D-OD33 MAXIMUM PIER HEIGHT REOIARM FOR THE LOADS TABULATED
ABOVE
�,
JACOBSEN HOMES
THESE SPEa N110N5 AND DRAM/tH5'�iIK•t
.�iT�"`,``•,
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITLE.
ALT. SPACING TABLES
P.O. BOX 368
OPoCINK. PROPKTMY. AND WOMTK
MATMALS OF, JACOM MAVNACWILNG
SAFETY HARBOR. FLORIDA 34695
PHONE (8131726-1138
ARE KOVM TO THE
RECf W raR SKCFX PJWM NO WM K
1VT rn11 MM& RM SEUV 1ROJ OTIM
DRAWING NUMBER:
AD-TD-0032
AA
ADDENDUM
oo�
O°°� c�oRS �' ALTERNATE T —
A� TIE —DOWN SYSTEM
o
TYP. CROSS SECiION(S)
SHOWNG .IEDOWNS
mu mu
FIGURE 6.0
SEE FIGURE 3.1 MR RECOMMENDED T&DOTTN METHOD
SEE NOTE 5 FOR
YAXLLAIY HEh}R
ITAB ES ON AD'•m-= Ofl.M APPLY
ID NX STANOAAD YI1fl-ICE 9iCIN
6 K U141-SEE NOTE 1. AD-TD-ML)
TIP. BOOR S5 017
AN00 ANGLE
TYR
FIGURE 6:1
0 FIGURE 12 FOR RIDOWIDED TE-DOTH METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
IM USING THIS TIE -DORM CONFIGURITION A MU CREST PRODUCTS YODEL 57SH (TYPE 2)), AUGER ANCHOR TRH A DESIGN LOAD (TORT C LOAD) RATING OF
4,000 POUNDS AND AN ULTDUTE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVIJIHI IL'NCBOR MEETIIG THE ABOVE SPECIFICATIONS MADE BY
ANOM. MANUFACTURER MAY BE USED IN IEU OF THE MU UREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMENTS.
2 SEE OTHER DETAILS FOR BLOLIONG (PIER) QUANTITY AND OTHER REOUREuENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-00201
4. FOR FIGURE 6.1 SEE NORMAL ME-DOYN SPACING TABLES (AD-TO-0010).
(ALSO SEE AD-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
20NE 2/EXPOSURE '0% 24' MAXIMUM HEIGHT
ZONE 3/DPOSURE 'C': 24' MAXIMUM HEIGHT
ZONE 3/DPOSURE 'D': 28' MAXONM HEIGHT
THE ALTERNATE TIE -DOWN METHODS SHOVI ABOVE ARE ACCEPTABLE FOR USE N
ALL 1Y20 ZONES AND N BOTH EAPOSURE 'C' AND EXPOSURE '0'. HOWEVER. BY
IRSTALLNG THE FRAME PE-DOI N STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDLW. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOWNS.
No..9Fo �2
.•STATW(�
DAPIA
PROVED BY
N IPING 5..
•..... [
:wi..c:a v� wrnr.MovaN
JACOBSEN HOMES THESE ELn1�, A.D�A„„:',� , °�"�"►�`''��C.Q.Y. DAM- 5-30-95 �" `�`
ORICNAL PROPRIETNIr. An CWDOMAL 'ORAWWG TIRE
-
P.O. P.O. BOX 368 MATERIALS
MOTE K ARE vUANWA mFiNGG FIG. 6.0 do 6.1
SAFETY HARBOR FLORIDA 34695 , HE
AECPENT FOR 91M PJftlS NO NIM BE DRAWING NUMBER PHONE (813) 726-1138 IIVT CmvwnAL Alp SEprET nMW OTHOTS AD—TD-0033
AN•
ADDENDUM
��C�ORS ALTERNATE TIE -DOWN SPACING TABLES
ZONE 1I & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
[+�
MIN.
W,ND ZONE II
WIND ZONE III
IAN. OTY.
ANCHOR
NIL OTY.
ANCHOR
�J
FLOOR
�Q
WIDTH
EA. END OF
AN
EA. END OF
ANGLE
�t
EA SECTION
YIN.. 6
EA. SECTION
YIN. 6
12'-0'
2
43'
2
55'
13'4
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WND ZONE II
WIND ZONE III
SPACING
DB`
OAD
ANCHOR ANGLE
SPACING
DEL MAD
ANCHOR ANGLE
FLOW
WIDTH
EAVE
OVERHANG
12'-C
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'4
6'
54
38501
25'
1 5-4'
3%0#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
YIN.
EA. END D O OF
ANCHOR
ANGLE
WIN. OTY.
EA END OF
ANCHOR
ANGLE
FLOOR
O
WIDTH
EA SECTS
NDL a
E.A. SECTION
YDL B
12'-0'
2
64'
3
47*
12'-0'
3
37'
4
33'
IT 4'
3
1 42'
3
55'
13'-4'
4
1 30'
4
1 38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPADNG
DBL HiAD
LOAD
ANCHOR ANGLE
SPACING
DEL
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-Or
6'
4'-0*
39501
25'
2'-8-
39�1
20'
13'-4'
6'
4'-0"
39601
25'
1 2'-8'
4DO01
30'
THIS ALTERNATE APPLICATION REQUIRES 4, POUND ANCHORS
,,000
NOTES: I
ENGlI1E�HA� `PR�L • O� /��
DAPIA APPROVAL:
1. SEE AD-ID-0001 FOR ADDITIONAL REOUIREYENTS
���G� NO RF0 2 %i
APPROVED BY
2 SEE AD-TD-DO36 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE LOADS
TABULATED ABOVE
_
_ • ENES703571 ' _
•�
5
7NI'fl
1 VAX. EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
=
((� jC
4. ABOVE TABLES APPLY TO 16o' FLOOR OR 144' FLOOR wDIHS MATH 95 1/2'
%�0•'•. / 6 4 9 '��.�`wcra
�'• '��c''•NDI N•''(��
V
o'�1°" I
1-BEAM SPACHG, 96' MAIOMUHA SIDEWALL HEIGHT AND 6' NAXDIUM SIDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF UNHI�
.���
'i44��s� t• • • • • �`,
����``
JACOBSEN HOMES
THESE SPEC41CA1gNs
peONAI., PROaWARY.
NOMM ' 11
AND WAYAHM
AND C OUNTIAL
Pfi"
C.L.Y.
DAIS
5-30-95
REV. LETTER
DRAWNG TITIL'
SPACING TABLES
�o P.o. sox 36e
SAFETY HARBOR, FLORIDA 34695
MATERIALS
Kj I W_ SUM R,
OF JACOM YANLIFACIURING
TlC RI6 AIO aw K
LRoM
ALT.
'A a`
DRAT G NUMBER
AD—TD-0040
PHONE (813) 726-1138
RPT CpdDDltlu
AIO 1, Dno:i
46
��s�o�s
�000�
R ,%'� ADDENDUM
ALTERNATE TIE— DOWN . SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANGLE ANGLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE-DOIN METHOD
IMPORTANT NOTICE:
SEE NOTE 1 FOR
MAXMOM HECHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DDIN CONFIGUR1DON A STYLE CREST PRODUCT'S YODEL 57SH (TYPE 2j AUGER ANCHOR In A DESIGN LOAD (TOWIG IDAD) RATING OF
I,ODO POUNDS AND AN ULTIMATE LOAD RATING Of 6,000 POUNDS MUST BE USED. AN EQUIYB,ART ANCHOR WTING THE ABOVE SPECIFICATIONS MADE BY
. ANOTIO MAHUFACI M MAY BE USED IN LZU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DON METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD-M-OD01 FOR ADDIRONAL REQUIREMENTS.
ALL 1IND ZONES AND IN BOTH EXPOSURE 'C AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' F-BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANIITY AND OTHER REOUiREMENIS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE 71E-DOWN SPACING TABLES (AD-ID-0035).
RECOMMENDED METHODS FOR IHSTALENGFRAME TIE -DOWNS,
4.
EI�a�
N OQc.
DAPIA APPROVAL
ZZONE ONE 3�OSURE C': 8' MAXIMUM HEIGHT
ZONE 3/EXPOSURE b': 28' MAXIMUM HEIGHT
�` �O: •►srEq �F .,,,
BY
Q No.
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
NE37
N
•- =ON
LNG
�, •, STAYFF 4F :•�Ck,
Ile
ss ��
JACOBSEN HOMES.
THESE SKWU NOMC►+A>rD DRA1MNfS`A11111m
'"�'� C.L.Y.
DATE'5-30-95
REV. LETTElt
P.
„ O. BOX 368
ORM01. PROMTMY. AND COYFIDmm
YATMAIS DF JACOM YANUFACTM4
MG 9NH YA1FR415 ARE PROMOfD TO NNE
n
DRAMPIG TITLE
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
KOPENI FOR 9ECI1C PJWM AID om K
IVT CON MTML AND SEMT MW OTNDTS
/H1
DRAWING NUMBER
AD-TD-0041
47
ADDENDUM
MISC.. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
FRAME TIE -DOWN STRAP SHALL
SEE DETAIL 'B' N COME OFF THE 'TOP' OF THE I -BEAM
SEE DETAIL 'C'
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN (LOAD)
DETAIL I
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
L[PSROTE(T
R DEVICE TO
STRAP AT ALL
CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
(V,3RNTP� LONGITUDINAL TIE CONNECTIONS ALSO.
1
NOTES: OWEW cR ' : DAPIA APPROVAL:
Q No. Fo APPROVED BY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT - 910334
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET p,a •: _ �G V'
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. ON p
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS •�'O STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�0�;••,/ �P•' ��': I
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). '��� fit` �P `:� MANUFAMREDWt
` A/�Z
UE D AND it
D OTHERS NOV 2 4 1998
NOTICE DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES M.T. 11-18-98
1HESE SPEOFICAl10N5 AND DRATMNCS ARE
OFEONAE, PRWKTARY. AND CONFDEHTWI DRAWING TITLE:
P.O. BOX 368 UATIRALS OF JACOSSEN MANUFACTURNG MISCINC. TFE . TIE -DOWN
SUD1 UATEAAES ARE PRDVM TO
SAFETY HARBOR, FLORIDA 34695 REOPENT FOR SPECM PVRPOSES MO MUST BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT CafMTVE MD SEQET FROM OnERS. AD-TD-0050
40
ADDENDUM
s1
5 �a
NOR TIE-DOWNTABLES
ZONE &IEXP.C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WND ZONE III
FLOOR
UK OTT.
AN04711
YIN. OIY.
ANGiOR
WIDTH
EA. END OF
ANGLE
EA. DID OF
ANGLE
�Q s�
u $cnoLt
uDl e
u sEcnELI
LALI e
30'-B'
3
40
3
25
l�yo
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
. WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAM
D9L �
LOAD
AN R ANGLE
SPACING°
WA
ANGit]Fi ANGLE
LOAD
30'-8'
6'
C-9'
3150#
41-46
5'-5-
3150# 1
44.-49
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE U
WiND ZONE III
FLOOR
k
ANGLER
OTY.O
ANGLE
MDTH
EA. D of
ANGLE
EA. OF
A.
ANGLE
s�
�0
EA. sEcnoN
SEC
LMtIL a
SEC
EA. sEcnELI
11IL e
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE B
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPAONG
DBL HFJD
LOAD
Rom ANGLE
. SPAONG
�" HEAD
A xmm ANGLE
LOAD
30'-8'
6'
4'4'
3150 f
46-50
4'-0"
31501
49-52
IMNDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. cALa G v%t ' %Y.V I ` ��•
,,,1TI1111111/,,,,
NOTES:
a0. �.
DAPIA APPROV M 0
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIMMEHTS
�G�NO R�t`O`� �!
APPROVED BY
2. SEE AD-7D-OD71 FOR MAXIMUM PIER HENii7S REQUIRED FOR THE LOADS
TABUUTED ABOVE
-
910334 =
. ON r14
.-0 C-TATE OF':*W
INC.
'. �i�'• �ti
.. �.�
rTOEAawav,ciDaow�
C06Try CIA71Y0A�fETTSWGYWi
JACOBSEN HOMES
1I0T1c
lti�sE sPEarluTloNs ANo ORAMT1o5 ARE
A By.
M.T.
DATE
2-8-99
REV. LETTER
P.O. BOX 368
ORONAL. PROPRIETARY. AND CONi10E IAL
MATERIALS Or 14lABgjl YANIi6C1W.0
NG SM MATERIALS ARE PRov= 10 K
DRAINNC TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1135
RCCRENT HR SPCCM PYdPM Alp um !E
KEPT COVIDOM AD SE00 RIM OTNERS
ORAMINC NUMBER:
AD-TO-0070
I
49
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE ZO FOR ALNEXATl =-DOWN WROD
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS �DDR�"
TIP. awls -vim
3 SEE NOTE 5 FOR
MAXIIM HOW
N
9 r mom MaE � ANm ANGLE —
SET
WA
IN
FIGURE 10.1
Mrs
s
SEE FIGURE SO FOR A67ERNA ZE-DOE METHOD
REF. CALLS. c-V
MANEIZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
y� ;'r �. DAPIA APPROVAL -.NOTES: °, v GAS Eq • !
1. SEE AD-TO-0070 FOR SPACNG TABLES No. �o
Z SEE AD-TD-0070 FOR aANITY of LONa1UDIAl TIE -DOWN STRAPS REQUIRED. 910334 APPROVED BY
3. SEE OTHER DETAILS FOR BLOOM (PER) QUANTITY AND OTHER REQUIREMENTS
4. SEE FULL ADDENDUM FOR ADDRIOMAL REQUIRB"1S : • STATE OF
-N
5_ ZONE 2jEXPOSIIRE V. 56- MAZIUM HEIGHT �'��Q� •• /�DTANQ' �C� C INC.
ZONE 2/EIPOSURE V. 10 MOM M HEIGHT �� � FEDEPK +wF�rva�O�
ZONE 3/EIIQOSURE 'C: 5V MAX;MUM HEIGHT • •
ZONE 3/EAPOSIIRE V.- 40' MA)SHUM HEIGHT•.�'
NOMCI•` DRA M.T. DATF. 3-1-99 REV. LErtETt
JACOBSEN HOMES TNESE SKOMAWG AM DRA
ara%xAL. PKPRETARY, AW COIF10MN& DRAWING TITLE:
„ MATMALS OF KC08" UMWACUOM FIGURES 10.0 AND 10.1
P.O. BOX 366 W_ slam YATERAI.S AFtE PRMM 1D THE
SAFEPHONE (7227)F7266--1-1138 695 jM Corfu K Ao mM mm 01 DRAWING NUMBER
AD—TD-0071
50
ADDENDUM.
�g�s
NORMTIE-DOWN
AL SPACING TABLES �.
ZONE II & III/EXP. C & D 10
LONGITUDINAL TIE -DOWN SPACING TABLE
•(��
^ O a
s�
MIN.
FLOOR
WIDTH
WIND ZONE n
WIND ZONE 01
OL On.
Ell END OF
EA
ANdIOR
ANGLE
MIN. . a
{Ot1 CITY.
EA, DO OF
EA. SECTS
ANCHOR
ANGLE .
WL 6
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACIN^
DBL I�
Lola
mm ANGLE
SPACING
DIIL
LOAD
ANCHOR ANGLE
154
6' EACH SIDE
6'-10'
315M f
40-46
5'-6-
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
C
O a
MIN.
FLOOR
WIDTH
. WAND ZONE II
WIND ZONE III
MIN• D
Ell END OF
EA SECTION
AN ANGLE
ANGLE
MIN. B
A. E Ott.
EA QO OF
EA. SECTION
AN RDR
ANGLE
ANQE
UK B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND Z014E P
WAND ZONE IN
FLOOR
WIDTH
EAVE .
OVERHANG
SPACING
DBL ICAD
LOAD
ANCHOR ANGLE
SPACING
D L WA
LOAD
ANCHOR ARM
154
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
NANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALCS. (, w y1 _ . (/' — / 2 r lG
. T111Trrr„
NOTES:
I. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
2. SEE AD-TD-OO73 FOR uAwMJM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
3.. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.0VE
4. A8TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
1-BEAM SPACING. 96' MAXIMUMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' 01ERHANG MAX EACH SIDE OF UMT).
ENa; ov �F
�`� (�P. G\STERF •�� .
4� No. o
g10334 1
��s •• 7C
•.
OF �cc,�.
-o•. �+
���• ,_ Q STATEP' •\������
' �+ •
r
DAPS APPROVAL:w
APPROVED BY
INC.
T[°Ttu�rwuASTuto,o�E
oaarwuttwwosArtlra<1woM�
�b
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
Nrrrr
T1tESE sPErncAnONSoNs AND oRAWTIa ARE
ORCHAL PROMETMY AND CO`FIDENnAI
MATERIALS OF JACOBSEN YAWACTURR+O
D,c s,D+ UAmaaS ARE PROVIDED TO Ȣ
REmDiT rCR SPEpnC PURPOSES APO wsrBE
nP1 CONIDENTIAL AND SECRET (ROW ones.
It BY:
M.T.
DATE
1 2-8-99
REV. LETTER:
DRAWING MILE
NORM. SPACING TABLES
ORAM7NG NUMBER:
AD-TD-0072
511
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-ID-0012 TARE PER AD-M-0012 TARE PER AD-TD-0012 TABLE PER AD-TD-OOIZ TIDE • PER AD-ID-MZ TABLE MAX.
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE Tff-DOTN YEI'ROD
s SEE NOTE 5 FOR
MAWA HEIGHT
N
OF (
FIGURE 10.3 NANOZONE ill
110 MPH
HOIE ) SEE FIGURE 7.0 FOR ALTERNATE 72-DOWN IfETRDD 20 PSF ROOF
10 PSF D.L
REF. CALCSar 92• lb
NOTES: EN( 1r1073.f l?hRf AC' r A( {ypl I DAM APPROVA'
1. SEE AD-0072 FOR SPAQiG TABLES MID NOTES `` ��`��•�i,G\ST APPROVED BY
Q No. o
Z SEE AD-TD-0072 FOR OUM17Y OF LOWTUDU1L TE-DOWN STRAPS REOUIRED. • 910334
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY AND OTHER REOLIRNENTS.� �•� •:
ON
4. SEE FULL ADDS lXN FOR ADOITMAL RMANNENTS.
5. ZONE 2/DPOS W 'C': 56' VA)OIIUTA HEIGHT =. STATE CP ,��4�
,P,.<` •• SD I A�P�C• �ZI NC
ZONE 2/EPOSURE V: 56' VAIMM HlXHT
ZONE
56VH
N/E D 56• A)GUM HEIGHT t x 4 9 04
JNOTICE: Y: DATE REV. LETTER
ACOBSEN HOMES
THESE sPEaFICATans AND au ARE M.T. 3-1-99
ORMCMNAL. PROPRIEETART, AND OOrilOETITIAL DRAWING TITLE:
rylorl �o P.O. BOX 368 WMAES OFJACOBgR °AN0FNC1JR� FlGURES 10.2 AND .10.3
INC. SUM MAMaAIS ARE PROVIDED TO THE
SAfETY HARDOR, FLORIDA 34695 RECRENT rat SPE= RWO%S AMD MJSr BE DRAWING NUMBER
PHONE (727) 726-1138 PM COHFICOMAL AND SEGFU FROM CRUM AD-TD-0073
52
ADDENDUM
OFFSET TIE —DOWN ING TABLES 111
ZONE.UNIT
II &III/EXP.PCC& D. 110 �
LONGITUDINAL TIE —DOWN SPACING TABLE
E+,
MIN.
WIND ZONE II
WIND ZONE ICI
►+K ally.O
EA OD OF
wxaHoR
A
A. D Y.
EA OF
ANCIM
AN11tE
FLOOR
O
MOTH
Ell SECT1011
IL
11M1 a
SEC
EA SECIIgN
Ytl e
12'-0'
3
47
3
61'
13'-4'
2
54'
3
41'
15-C
2
54
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE I
WIND ZONE M
SPACING
L WAN
In
mu
SPACE
�
ANCHDR ANGLE
FLOOR
NOT"12'-0'
OVERHANG EAVE
12'
54
31501
4T
4'70'
3150#
39'
13'-4'
I it
5-0'
31501
41'
4'-0'
3000 j
4'
154
12'
S-On
31501
43'
4'-('
30001
42'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE If
MR an
FA END OF
maroR
ANGLE
A. DID OF.
EA of .
ANQE
ANGLE
^r
FLOOR
�Q o�
WIDiH
Ell SEC110N
WL 0
EA. SIX110H
MK 0
1P'-p'
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.
WIND ZONE I
WIND ZONE e
SPA°
H
ANIM AM
SPAIM
HE
NNm mu
FLOOR
NTH12'-0'
ov H
12'
4'-0'
31501
40'
3'-0'
30001
3'
IS-4'
12'
4'-0'
30651
41'
S-0'
fit.
39*
15-4'
12'
4'-0'
30&9#
43'
3'-0'
30001
41'
NOTE' • Act$ - 'C'gLa, C- st, - 1-6col- �6 . 1z
� . s=.,,Rff. cucs C-- v- 17,40) -
O �s� �
1. OFFSET SEC110N WIN THE MARRIAGE LIE WAIL E aDMING DEMO THE ENDIULL OF
TED DOW 9 THE MARAGE LINE IN ACCORDANCE
�. c�` ,..•• •••. •
.` � � f 1�T1�Cq�; �•y �ffMr=D 8Y
THE ADJACENT SECTION 18NST BE
; ���s
YAM THE TABLES ABM 1HE WEWALL SIDE AND DE ADJACENT SECIION(S) ARE TO
BE TIED DOWN IN ADI WANCE NTH THE NaR11AL SPACING TABLES (SEE AD-TD-0010
' JUN
FOR 12'-0' & 13'-4' (IDES, AND AD-M-0670 FOR 15'-4' 110%
#
2 SEE AD-To-0001 FOR ADDI110NAL REQUl alIEN1S
•
SjA •
S �� INC.�
SEE AD-TD-OOBI FOR MAxNW PIER HDGHT REOINRED HE BULATED
�yE FOR TLOADS TA
• P. ••J
•;� O RIO �.•' ��+Q� L MANUFAIMIRM HWE
MAmnSAFFlYS
JACOBSEN HOMES
mm NCITIIM�► �•_��'''�•T•
DATE: s-8—o4
"�''tFrTrfi
DRAING 11M
OFFSET SPACING TABLES
1♦/ P.o. aox ass
wau1.. PRPW my. "
YA7ERM OF JAODM"'"""
SAFETY HARBOR, fLORIDA 34695
PHONE (727) 720-1138
NIC. 501 MAIMS ARE 10
RFNBR F0t 9�01�IC PLOW
leT OOIiiDn& AMD mwnwe
DRAWING NUM
AD—TD-0080
ADDENDUM
OFFSET UNIT TIE -DOWN. SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHMNG TIE -DOWN SPACINGS
FIGURE 11.0
SU MIN 4.0 FOB IL'ISMS'W-DOlN IEEWNOD
TYP. CROSS SECTION(S)
SHOWING TIEN NS
SEE NOTE 5 Fat
(TABBY ON AD-ID-ODBD �I "m,
A TNESi STAtOAItD YB.Tr-fEE SfCm
OF THE WT -SEE NOE % AO -TO -MI
TIP RM SISIEII-7
"Amm M _J F E— ANDM ANGLE
FIGURE 11.1 �-
m Fm &o FOR gmffNITB NDI -Dow SEI
TV.
ANM ANGLE-4 It
OFF C4le-'
FIGURE 11.2 c- s ° ^ �'� : 08�
FOB M=M !l-DOIN OWD
NOTES OP. +,:� DAPu APPHtovAl
�. .ty
1. SEE AD-TD-M FOR SPAaNc TABLES (OFFSET SECDON ONLY `�~" +' .l ix
F`, d3: PPROVED BY
2. SEE AD-ID-OOSO FOR OUANITY OF LONUTUD1AL TE-DONM STRAPS REMO.
(OFFSET SECTM ONLY) 0. 00454 jut4
l SEE OTHER DELLS FOR SWUNG (PER) QUANTITY AND OTHER REQUIRENBNTS,
4. SEE AD-10-OW FOR AD DONAL REWREYQITS. � i w` I N C•
5. ZONE- 2/oPOS RE V: 4r M AXVA HEIGHT ERAL UF#CTURED HOME
ZONE 2/EIPOSIIRE b': 46' MAXWM HEIGHT-36' FOR 12'-O'r!' M WIDE UNITS �i� i��•• ;r: ; {�I�p; '��i �� RUC110NNtDSAFETYSTAt�AROS
IONE 3/0FOSURE V: 4AMUY HEIGHT °,. /�+� ' .....•• r\� ��
ZONE 3/EFOSURE b': 10' MA)d1UM FikTGHTFA C. I �1• + ��
MUM ' r. z, : ���'a1: M.T. �,,,� g-8-04 w..._..--
JACOBSEN HOMES Rm 1O NO IAA � n
mm#4 PRWW MY. " mL oRMWYHG im- FIG. 11.0, 11.1 & 11.2 Y1
P.O. BOX 368 YA1ERlALS OF JACOBSFt1 YANUFACRRING
NG SUOI YA7[9iUL8 NM PROW= 10 THE I
SAFETY HARBOR, FLORIDA 34695 F"m FOR SPBi[ c PBP06BS As MIST EE DRAMRIG NUMBER:
PHONE (727) 726-1138 PPT emmomk AND we mm OHM IAD—TD'0081
54
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVANG TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AO—TD—OOW FOR SPACING TABLES (OFFSET SECTION ONLY
2. SEE AO—TD-0080 FOR OLIANITY OF LONMUDI& PE —Doom STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAU FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIREMENTS.
4. SEE AD-7O-0001 FOR ADDITIONAL REOUIRENENTS.
SYSTEM
SEE C�1LG5, �6,
G- sd- Ir •oi- 16� ��-
-SECTION
,W'�1OY"��ST Eq ' •`�!
;'�`` No. Fa
910334•
A STAi
h:la1vF:t;i'llfsF7 ri °;'
10NAN!SAFE1YSTA:I ATi,
•lnhv5
JACOBSEN HOMES TwSE WEOITCATITIONS AW DRA+1M AM DRAWBr: R R DATE 5-9-01 REv. LE,
ORIGIIIAI• PROPRLTARY. AND C01f NAAL DRAWING TITLE:
P.O. BOX 368 UATERIALS OF 44COM WARWACTURwG - FIG. 12.0 - SAFE7Y HARBOR. FLORIOA 34695 W- SUM YAMS ARE PROIAKO TO THC
PHONE (727) 726-1138 RPRDi1or� PwP S AND DRAMNG NUMBER.
AD- TD-0082
�s
ADDENDUM os*�
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES Sto & 141
ZONE I[ & HI/EXP. C & 1
LONGIT INAL TIE —DOWN SPACING TABLE
NK WIND ZONE I WIND ZONE N
FLOOR rt Orr. AN010It YIL OTY. AN CUE
WIOTH E1D ff ANQE Ell END ff AN(ii
O�v sE>raOli WL e Ell gcaau WL e
Y6'-8' 3 42' 3 53'
52'
VERTICAL TIE —DOWN / FRAME TIE —DOWN i SPACING TABLE
MAI WIND ZONE 1 WIND ZONE I
FLOOR EAVEWL We
oet. NEAR �mul sPAa1c ANOIDR AN(iE
WIOTH OVERHANG SPAM LOAD LOAD
26'-8' r 6'-8' 3154 40'-5(r 6-4- 3150f . 40' 50'
6' 6'-8' 31501 40 -50' 54 1 31501 40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
�w WIt4fl ZONE Y WRID ZONE in
FLOOR rsSEECU
0 AN ME L e NonVMDTH WL o FA I= UK e
oa 26'-fr 4 41' 4 5T
30'-8' 4 51' 4 70'
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABL
E
/
YW MAI WIND ZONE A MIND ZONE N
FLOOR EAVE ML NEW
SPAM Del- NEAR ualaa AN1iE �� Lm AN010Tt ANQE
WIDTH OVERHANG Lob
26'-8r 6* 5'-4' 31501 40'-5(r V4 31501 40'-45-
6�
5-4' 3150E 40'-50' 4'-0' 31501 40 =45'
WINLIZOPIE Ni
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM
AL.., '� DAPIA APPROVAL:
AL
�` ��G t1r=lcq :'y � , APPROVED BY
1. sE ML ADOOM FOR ND "AL REOU FUDIT& No. 0045484 � 4
Z SEE AD-TD-M FOR W>Q9M PIER FiNM REQURED FOR TW LOADS
TABU U Mm11
r�
.��.
op
P �;' r. COR1� FEDERAI. MANUFACTURED HOME
. `ST • .. • �jk". CONSTRUCTION AND SAFETY STANDARUS
RED Nonce DRAN11 fff DAIS REV. LET M
JACOBSEN HOMES »om �pROPIcA1s No mA» ANE M.T. 0�-20-04
WMN. 1MY. NO WFWM& DRASK TITLE:
rates OF MOMM KVWACnII M 108' HIGH SIDEWALL SPApNG TABLES
P.O. BOX 368 NG SM WAVIN! ARE FROND 10 ME
SAFETY HARBOR. FLORIDA 34695 (ii>hE7rt WI S tC PINOfES NO WOK DRAMNG KIMM
PHONE (727) 726-1138 IffrT CarFloenu� No saE► oaioas AD—TD-0083
a
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING DE -DOWN SPACINGS
FIGURE 10.0
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS FLfloR
PF Moo
Er MOM r maw
H FIGURE 10.1
w. CALLS
11P. 06�5-1E1�
-ate
� SHE Hg1E S Fit
y MA)" HEIGHT
AK" AM9F�
VANKONE M
(110 MPH)
20 PSF ROOF
10 PSF D.L
G 5v- I$Ia (-
,,..el66ti,
.z
pQTES;
ENO? 40epvk*' - ��
0 • •
DW APPWAL:
1. SEE AD-ID-M FOR SPAM TAD n
: Y I F ,
���' ��
APPROVED BY
2 SEE AD-M-M FOR DUAMTT OF LOip1U & TE-OOUN STRAPS BEOto
l
3. SEE OM DETA S FOR BLOOM (PFR) OUM11TT AND OTHER REpUf+f]E111S
4. SEE FM ADDE?HO N FOR ADDITIONAL REQIIREYE m
S ZONE 2101PORK •C: 36' MA)OMUM HEIGHT
•
ZONE 2/b�IRE V: 2r MAMW HEIGHT
ZOW 3/E7�iIRE V. 36' MAXKN HEIGHT
�" '3� �. Q' ,��
�� � A`1OR1� ' '
I
INC.
ZOfE 3/E�06URE V. 32' YAI6YUY HEIGHT
. o�
��C�a'�.,;'••••=••' ��®
'
t ��
i
FEDERA..MANUFACTUREO HOME
CONSTRLICTIONAND SAFETYSIAWAH:7U�S.�
6. ALL SFECIFICARw ARE eASm ON 2U' ROOF ANGLE MAIL
d
+ttt 1��:
LULL
JACOBSEN HOMES
N01
T� s�v1r�►T10Ns A10 DRA�s ARe
= M.r.
� � . .
DATE: 07-20-04
EM
�" `
P.O. Box we
GI MN. FROPP UMV AM OOtt MMAL
NAMMS OF'COM t1ANUFA6AM6
ORAMIC 7TLEt�;
n(;URES 10.0 AND 10.1
SAFETY HARBOR• FLOMDA 34695
MO. s101 MIMUS ARE FROMM 10 lHE
NEFW FIIt SW C WOW AM OW 6t
DRlITANC
PHONE (727) 726-1139
ITT 0016M l No SEM FRm o11e1Lt
�-�-0084
57
ADDENDUM
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES 5�E
.
ZONE ll & III/EXP.. C do D
LONGITUDINAL TIE —DOWN SPACING TABLE
mN. 11wO totrE i arm ZONE 19
,
FLOOR NK on mOgt Tmt o
58
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION .
SHOWING X-OM SPAM .
TYPICAL CROSS SECTION
SHOWING MEDO M(S
SuAm
�6
OF TAM
FIGURE 10.0'
• RRRSIAlID 1Tt1R ANI7d 9uFT 1EIt11Gl
FIGURE 10.1
i SEE N=SFM
RAAAAR I@IT
WWRO+E B/Rf
(110 MPH)
20 PSF NOF
10 PSF D.L
�tja>tTt:aP�il�� .
NOTES:
70-0015 FOR SPACM TABLET
• •.... .��,�d�♦
•` �:�1�%�
OAPIA APPROVAL:
BY
�O: ` j,•.�'r o
APPROVED
i SEE AD-M--= FOR QIAFNTY OF LO MURAL. 1E-OOMN STRAPS RE911M.
•G E'•
3. SEE OTHER DETAILS FOR BLOWC (PER) OUANBIY AND 0110 RET111YtEMEtl15
= 13 C .•..
4. SEE FULL ADOEHOUY FOR ADDI110NAL REMADDITS
DeC 13 ,2006
S ZDK 2/0F0 K -C.-4C MAWN HOW.
ZDNE 2/E BK T. 2r VANW MW =
.. .
= i o.6
NP INC
.
ZONE 3/E�091RE • -. 44' -VAM Y NWIT •
ZONE']/bR►09URE V-. 3r MAX" FEIGNT •
.� ,,, -
FL �f,� ►�
FEDERAL MUg6AcnineD HOME
CONS. IM AM SAFEIT STANDARDS
6. ALL SPE ICA11016 ARE BASED ON 20' ROOF ANGLE MAX AND IQa• MAX
90EINRiLL HEDFL
^�'.. Di�iP:
JACOBSEN HOMES
DE: �> � •� •
� R.R.
D1" 11-28-06
REw Lou
ORAwX aiLE
FIGURES RLD AND 10.1
PA Box 368
ONWAL PWR+EIRM 04 910FE WAL
MA, NALS OF A QUIIRiM MAWACRDOIC
\% SAFETY HARBOR, FLORKIA 34693
MC 20 WTpgS ARE PRD= TO IIE
RRmmF lat 7—i FX= AND MW RK
DRAVM MA18FR
PHONE (727) 726-113e
MLIf aaMa AI t;M =10 FRON CUM
AD-M-0086
MMML E
59
I
ADDENDUM
(108 PIDEWALLP) ���, & v%
NORMAL TIS-DOWN SPAdma TABLES
ZONE Il & III/EXP. d & D
LONGITUDINAL TIE —DOWN SPACING TABLE
SIN '
�A Zot a
00 ZONE 11
Vk F
or
u
s
OIr.
FLOOR
#OTH
O�
�MM*
11$ e
12`-0`
2
5T
3
40'
13 -4`
3
3T
3
1 46'
15-4`
3
45'
4
47
VERTICAL TIE -DOWN / FRAME TIE -DOWN PPACING TABLE
VIN.
VAX
OND ZONE 0
00 Zd�E #I
SPA*
VAX Po
NT
AwlSPADIIc
VAX
AIp10R ApcxE•
FLOOR
jp 1H
EAVE
OVERHANG
12'-0"
6' EACH SIDE
5-40
72`
3T TO 47
54
387
45'
13'-4'
6' EACH SIDE
1 5'-4r
80`
35' TO 40'
1 5-4,
42'
45
15-4'
a EACH SIDE
I T-4'
80`
40'
5+4
48'
45
LONGITUDINAL TIE-- DOWN SPACING TABLE
o
ZONE II
ZONE 10
Ei OF
re
ixD
•
FBTM
iu
A TCd
EA. SECAOI
6
12'-0'
3
44'
4
40'
13'-4`
3
52'
1 4
1 45'
4
44•
4
56'
VERTICAL TIE -DOWN / FRAME TIE-DO*N OPACINO TAB12
VA.
00 ZONE
ZONE 11
SPA*
Vix pa
AhM AM*
TA*
Y O,m
A°+ AW•
FLOOR
00TH
EAVE
OVERHANG
12'-Or
6 EACH SIDE
4'-0'
7t
37'
a-0'
34'
41T TO 45'
13'-4'
6 EACH SIDE
4'-Oe
77
40'
a-0'
3r
40' TO 45'
15'-4"
6' EACH SIDE
4'-0' 1
8T
40'
4'-0`
42'
4910 45'
NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE
REF CALM
ACHIEVED. ADD APPROVED STABILIZER PLATE.
r.'r. •.s�
(SEE NOTE 15 FOR HOVES SET IN FLORIDA)
�f ,��
NO 7 T+
Ek DANA APPROVAL
�� ; : j4• L�;./ '� APPROVED BY
1. SEE FU.l ADM44 FOR ADWRONAL REORREVEiNTS,
�+° �(�'
" � l�; ✓
•�',
2 TARE pBASEDAt 41CHOR *ORIDt1C LOAD OF J1501 Alp DIAGOI{AL AE 10
e,� ^' _�.� Mar 25,2008
"` " �_ r7NAINC.
i VAX EAyE OVERHANG REiERS TO OyERHAlTG AT S�E1jAu NOT FRd1i OR REAR
4. AA��Qpyy�� TABLES APPLY TO 144' 1W AND 184' FLOOR 1.� �TH 95 1/7'
All+� FEDERAL raxHFnnuRED HOME
' +� �r""r = "i: wxsnwcnaxnn0 snFEtvsr�xOnRos
' i
T 6' iAA1AAt1Ii SOE
I-BEAIA SPACK lair IjAmYt� gpE�Atl FiE)(il ANO
OVERHANG (6r OVERHANG W EACH SM OF 0011
s -3 +
•�'i��,"•.;-Zr:r,lvQ.
5, STABLUER PATES ARE REOINRED ON 400AlL ANCHORS AND LO►Q71 OAL
ANCHORS SET IN FLOWk SEE DVV RUE 15C. EF90K 00 2% 19a
a rTC
JACOWEN HOMED
NOROda inawart
TM SKMOW0 1M m a>u
g!�N41-
o.i�.T.
DATE:
12-11-07
REV. LETIER
DRA iG nnE
P.O.aox 36E
AWTk
o�
NORM. SPACING TABLES
® SAFEPHONETY E((727) 726 FLORIDA 138
t'csuo,�+°AYUAS,ur,�wAalEpo,o
� cdPtiEM AIp g �Y
DR G AO- TO-0087
ov
ADDENDUM
SHEARWALL TIE-DOWN/PIER. REQUIREMENTS
Eir. SA um m _ , , W, va
ar. S/r umm . , br. 2/1
mMC N.r t ' I mac
naM a soar --It7l par a cart
Ja�IINII nllaNl �IUNNh� a011�1
W ( AM wEA"ALLS lraV*U0 F9R o"W ELS I .
LE--00" loop i A W
Tr
f� 5M NOTE f SK NOTE 1 SEE HOW 1 5EE NOTE E
U %EE Pons 2 Alb 3 Q A
59E RM 2 AMID 3.
►O RCQb 2n�
paREdo
INS LOCATKX Tips l Farb 1H�p � iNS�LOC�t ON
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO All SHEARWALL CONFIGURATIONS, AU- ZONES, -MD ALL "IF VALUES.
CAM APfWidVX--
� � RCauISn t+>ltse ANCA� T=-WW SlW NAT W WATM ut �• `'• . - OERAL
OVED SY
dI0+t7 MGS tTT BE RATMD EtiR Ail tll>p4li( LOAD tFi%m
[fSFrH LCAO (ME 00-0-= (ro-Z KRAL No Nt7tzs crr a
:: eAo 'moo = ¢I EB 10 W
Z NSTHt A Plot AT Got Ue1 at TtiE snGhNALL ,vests M�11 91b934 t INC.PO R qJM AT CACR 00 OR JOISTS RfCAlQ1= Q �-
2F�?I SHCAAWlL tS LoCARD Ai+�C A 3ClD FCA�ER fftil lOa1T ava5- tr
BE-WW ST�A►S a FW AN WGIMU ALL SI"wkL apfz a . AM � � : �� t � �NUFACTURE 1H
APO ALL (>EORKS} nac Au TUEs '' OF :� NANDSAfEiYSiVmAROS
JAC O B S E N HOMES t," coax3K0ncu�vv Nv � R.R. Q2—Ol —QO ttlt
P.a. eox �aa Nataanlc k Asa y.Mr w S/W TIE/PIER REQ.
SaFfi7 NAREtoR. MlOitIOA »ea3 � «TOi YAMAU cnc
RKS
PNvwe 72o-llm atron MaI sasr.Avaas ro rr ORAMtiG mjw":
Msar r
ooMrsxxtX Mo ru trdr om ac AD —To —Too
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE —SECTION TIE —DOWNS
CELDLO WAY BE FLAT OR SLOPED
END VIEW
350 PLF MAXIMUM SHEARWALL
DEV0 VALUE (PE: WALL)
-- 1 1/4' X .035' riE--DCYM STRAP
CONT14UCJS ARCJ\D JOISTS.
)E VIEW
X .OW TIE -DOWN STRAP
JCJS ARLU14D JOISTS.
v
Z i%
NO S:
(Pf1R0VAL •';? . �/L ���
p .•
DAPIA APPROVAL -
I. OW" ANOiORS 10 BE RATED FOR AN u'IIATE LOAD OF 4725E (3150 DESIGN LOAD)
..,
z
.7•71 .. =
[%pPROVED BY
(SEE A0-m-com'(TD-OF-NERAL NOTES) FOR NOTES ON fROUN] ANOCOR ASTALLATION.)
-
-ON
2 INSTALL A PER AT EACH END OF THE DEARNALL JOIS75 (PER THE ABOVE MULL S).
3. mfcN SMEARNA& IS LOCAYM ABOVE A SOD HEADER (:TOLL T CROSS-YD SFP.) NO
fEKN
I ,
TE-OWN STRAPS.OR SH PIERS ARE REOMM (ALL MWALL CONFICURATIM ALL ZONES
AHD ALL EPOS M).
♦. TE-DOMT STRAP REOUIRED AT EACH END OF JOISTS, ALL W-- AM CONFIOJRATIONS.CEILING
SMOWN FLAT OR SLOPED CEILINGLNAY BE U
-UPTARE /,Y
SHOWII IN THE DE7AL-ABOVE.CAIP.EDRAL
6. FLU"DIN SHEARWALM HOWEVER. LENGTH
Jilrllllt!�tITCt``
OR CONFIGURATION SHEARWALL WAY BE USED.
NOTICE: DRA.%W BY: DAZE REV. LETTER:
JACOBSEN HOMES R.R 2—s—ss
,,_, � nEtE sPEarx,LnoNs Aw auwNcs ARE
DRK.7IAL PAWRETART, IL'D CMM!Nf1Al DRANING TIT6.E:
P.O. BOX 368 UATERALS OF JACOBSDN wNUFACTURNG DBL. S W CONFIG. 11E-DOWN
W- Sua ►ATLRIAU ARE PROYM TO THE
SAFETY HARBOR, FLORIDA 34695 WoPoT LOR SPCCF, Ft'P M3 A`A %51 IE DRAWNG NUTABER:
PHONE (813) 726-1138 ¢TaT MhIMINTUL NO *MET TROLL DIIERS. AD-TD-0110
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
CEILING MAY BE FLAT OR
SIDE VIEW �/ SIDE VIEW
(MARRIAGE WALL APPLICATION) `� (SRIEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
350 PLF MAXWUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
IWN IS A TRIPLE WIDE RAFTER,
0 APPLICABLE TO STANDARD
ISLE WIDE TRUSSES.
VD VIEW
X .035' TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS %HEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
P TO
'ENGINEER
NOTES.
I. GROUND ANCHORS TO BE RATED FER AN ULTWATE LOAD OF 47251 (3150 DESIGN LOAD)
(SEE AD-TD-000I [M-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
APPROVAL-
DAPIA APPROVAL•
2. INSTALL A PER AT EACH ETD OF THE SHMwALL JOISTS (pM THE MOW DETAAS).
1PPROVED
WEN S EARKALL IS LOCATED ABOVE A SOUO HEADER (FULL HDGNT CROSS-MEMBER) NO
pp
01 BY
TIE-DOM STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL MKIC 1RATIONS, ALL ZONES
AND ALL
5
*O�Z
4. TIE-DOZI REQUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATION
S. CEILING SHOIAN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
//O
John. C. DOeden, P.E.
lNf
6. FULL WIDTH SHEARWALLS ARE SHORN W THE DETAIL ABOVE, HNEVER, ANY LENGTH
15133 C. R. 22
\; \
OR CONFIGURATION SHEARWALL MAY BE USED.
7. THIS DETA.1 UAY APPLY TO TRIPLE AND/OR DOUBLE AIDE SECTIONS
Goshen, IN 46526
,,
ooctlucltarArosumsw•. vx
JACOBSEN HOMES NDUC& DRAWN BY: DATE REV. LETTER:
■ THESE SPEanCATMS AND DRMWNCS ARE R.R. 4-09-96MONAA LIATERL, OF JATARY, AND CaNiIOUrtIAI DRAWING E: /
P.O. BOX FLORIDA� N OF TTOPoTHE � . S/W CONFIG. TIE —DOWN H
SAFELY HARBOR, ORI34695
PHONE (813), 726-1138 IRPcaTPDW"WFWOR snmkoG
AND RsREwaa rAHO1Y S¢T spDRAWING NUMBER:
AD—TD--0111
PORCH I ANCHORING
DOUBLE HEADED 3,1!
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APRICABLE BLODKING
X .035" TIE -DOWN STRAP
IOUS AROUND STRAP 13LOCKS.
NANDZONE III
EXPOSURE C
(110 MPH)
20 PSF ROOF
REF.`.CALCS °:
C wR - 109.O1 -
ENQ F;RQVAl;
A OAPIA APPROVAL,
ROVED BY
t��%�E?; l Qr'�•'
N0110E:
DRAVO BY:
J AC O BS E N HOMES
Mg SPECi7CAWG AND CRAMNGS ARE
CGIilO IK
11
GAONAL. FROPKTARY. MD
MAMMALS CF JM=SEN " FACAM4
DRAPING
mPHONE
P.O. BOX 368
SAFE ARBOR.�FLORIDA 34695
W S M YATMAIS ARE PRDOM to RE
RE W om����
DRAVANC N
114INC.
RAL MANUFACTURED HOME
NSTRUCTMJN AND SAFETY STANDARDS
we iii A so
M.T. DATE: t2-13-03 REV tLM.
PORCH ANCHORING
AD-TD-0112
RA
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -DI
(FACTORY INSTALLED,.
FLOOR
DIAGONAL FRAME TIE
1
ANCHORING EQUIPMENT —I
CAPABLE OF RESISTING -I I I -
THE WORKING LOAD
REOUIRED ON THE -I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
�- CRIMP SEAL
(3150/ WORKING LOAD)
[3
x
x
lff
►W
VERTICAL TIE -DOWN
W
c
TYPE 1, FINISH B.
W
GRADE I STEEL STRAPPING
o
1 1/4- WIDE k 0.035-
IN THICKNESS, CERTIFIED BY
uj
tx
A REGISTERED PROFESSIONAL
iWN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
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 EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR; FLORIDA 34595
PHONE (813) 726-1138
a-^
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CLIP
BY PLACING A STRAIGHT 3' LENGTH OF
1.1/4* X 0.0W TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE PE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET '2 TOP D_r THE RADIUS CUP.
C. Do
K11ROVANO. 10 ' l
ENE87035
' 0I JA
ANCHOR BRA(ifET AND TIE-DOYM
DEVICES ARE CERTiiD BY OTHERS
N077CL: I
DRAWN BY:
XSE WE011CATm ORAMNOS ARE C.L.Y
XLVS Al
OWNANAL. PROMTMY, AM CCLIFlC U4L
MAIEILAIS OF =WXN YANWACTU"
NC SXN MATERPLS AK PROM TO 1NE
RECPDIT TOR PECf1C P FFM AID MAT BE
07 OOIfWPA AM SECRET RDM 071M
DAPIA APPROVAL
ROVED BY
0084 " 1 5
INS
FIAEIW rA4sAeI1�N11�
CG6TALCTDII NDiMQTi1A�
DATE
5-31-95
ALT. TIE -DOWN APPL. A
AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, -
IT YAY BE LENGTHENED BY USING A CRW SEAL WITH
A WORKING LOAD OF 3150 POUNDS
10
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
4 GRADE 1 STEEL STRAPPING
1 1/4- WADE k 0.035'
�J f IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91,
p STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
Il III —ill' —'III
ANCHORING EQUIPMENT -III III -III -I
CAPABLE OF RESISTING -I I I -I I I -I I i-
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING _
TABLES (SEE OTHER I Ill -I I l-
DETAILS FOR TABLES) _
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
``````tttt111111I!lrrrrrrr�i
,,. S 1 /% m• �/•
NOTES
V . k PRQ�AlrE' ' ,••�
DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
Q No. •�
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
910334 -
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
-o ��c
STAT[ �fsZ
REVISED
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
••
10123196
ATION.
�� O� •, //V NP •' c.
rilI
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
••...• V .`
����
MERE THE THE USERADI
is
VC
0 EXTERNAL STRAPSNG ORYSTEM CABLESE(SEEES
S CLIP).
/1rWA`
FEDERAL WAMOACTURED
pp.CigJCi[1N AN0 xAF¢rvFwrwres
JACOBSEN HOMES
NOTICE
1NESE SPEOnCATIONS AN DRAW(GS ARE
CRONAL PRDPPoETARY• AND CONnDCNTMI
DRAxN�Y:
R.R.
DATE
]0-05-96 _
REV. LETTER:
A
DRAWING TITLEP.O.
BOX 368
MATDDALS OF JACOBSEN MANUTACII"c
ALT. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
or. SLCH MATERIAL'S AM PRONDED TO INE
REOPO4T rOt SPECJnC PLFMM uo MOSI R[
DRAWNG NUMBER:
PHONE (813) 726-1135
Y:PT CONnDI'HNi UO SLOST rROW OTIEP.S
AD-TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
'A' COLUMN '8'
(COLUMN
SEE TABLE FOR MAALNM SPAN FOR COLUMNS 'A' OR Ti'
COLUMN 'C' COLUMN'0'
f
SEE TABLE FOR MAMMUM SPAN FOR COLUMNS 'C' OR V _ I
SEE TABLE FOR SPAN COL T SEE TABLE FOR 1"'SPAN FOR COL 'G'
fCOLU104 'E' COURW 'F COLUWJ 'G'
SEE TABLE FOR MAIOMUM SPAN•FOR COLUMN 'F
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REOD
(SEE AD-TD-0251,
COLUMNS 'A', V. V OR 'E'
COLM S TN' OR 'G'
COLUMN F
AD-TD-0252 ANO
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE i
E7(P. 'C'
Ems. V
OF. 'C'
EXP. '0'
DP. 'C'
EXP. T)'
EXP. 'C
EXP, V
EXP. 'C'
W. V
Eli. 'C'
E)(P. '0'
2 - 31501 ANCHORS
4Y-0'
29'-6'
33'-9'
23'-7'
4Y-O'
29'-6'
3Y-9'
ZY-7'
43-0'
29'-6'
33'-9'
2Y-7*
1 - 31501 ANCHOR
11'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
tY-10'
I - 40001 ANCHOR
27'-3'
18'-9'
21'-5'
1 15'-0'
27'-Y
I 16'-9'
21'-5'
15-0
27-3
18'-9'
I Z1'-5'
IV -a*
NOTES:
ENGINEER APPROVAL
DAPIA APPROVAL'
APPROVED B1(,
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
-U'I 1 5
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.IN
Johi C. Doeden,
15133 C: R. 22
NIP C
Goshen, IN 46526
JACOBSEN HOMES
Mon
\I P.O. BOX 368
SAFETY HARBOR, FLORIDA 3095
PHONE (813) 726-1138
NOTICE:
71EsE sPEWXAMS AM DRAW= AK
DIMAL, PRaPRETARY. AND tI01It0O(M
MATERIALS OF MANUFACTURNO
Nc WCH MAMW" ARE PwmED TO THE
RECAN FOR 9ECM RW4= ND MST K
NTT Od/1 Ilk NO 9AIET rRDJ Deals
DRAWN BY.
C.L.Y.
DATE:_
5-31-95
REV. LETIEA
ORAYANG Tim
COL TIE —DOWN APPL..
DRATANG NUMBER
AD—TD-0250
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
O ANGLE SHOWN.
MARRIAGE LINE OF MULTI -WIDE
FLOOR
=ITT=1 T 1=Trl '�
35 ANGLE 1=1 I 'I -I 11-
ANQIORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
ATTACHED
ANCHO�jlllfj..S
...IM_
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE i STEEL STRAPPING
1 1/4' VIDE 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.
3T ANGLE
TO TWO
(3150# EA.)
/l_ IDAPIA APPROVA
No. o
s
ENE8703571 �
YONAL E,
AP !;C ED BY J4,,,..
�, �� .111N 1 5
> J
�ucNC
coa i &vmp I
JACOBSEN HOMES
N07LCE: m"""
�sE se[onuTlaxs Arro DRAMNfS ARi
BY:
C.L.Y.
OATS
5-31-95
REV. LETTER
ORMAL. PMMVART, AM CaR1wmL
MATERINS OF 4401101 MANINAC1 MG
DRAWING IRE:
APPL.
A
P.O. Box 368
COL. T)E-DOWN
SAFETY HARBOR, FLORIDA 34695
NC 5" MATERIALS ARE PROWM TO Tic
RtaPar FOR pm piwm No M W r
DRAWING NUMBER:
PHONE (813) 726-1138
IOST OMM AL NO salt rRCM OHM
AD-TD-0251
6$
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT -
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI-W'.DE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. 'FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCH,uORnluu..(3150#)
...u_ .
. '` No 9Fo F
F�NE87�35.7�-;
� V -I*-
*-4t;
10 ���;
NAI.
PROVED BYE
jm 1 5 m
41PINC
ORAN
JACOBSEN HOMES rL°nct+ BY: DALE REv. LETIFiC
„+� srEonuTloNs AItD NfS ARE C.L.Y. 5-25-95
W=AL. PROPRIETARY. AND Oi1WMEENTLAL DRAMNG IRL'
P.O. BOX 368 MAIMALS OF JACOWN UWACRIRMIC COL TIE -DOWN APPL
NG 91QI MAXIMS ARE PROV= TO TIE
SAFETY HARBOR, FLORIDA 34695 IECW FOR SKCFX HtiU6 NO WST TL DRAWING NUMBER
PHONE (813) 726-1138 IEPT OOKEDITIAL NO NOV IROI OMM AD-TD-0252 .
an
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LNE OF MUL11-WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
'GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
. ....,n11nu,..
APPROVAL'
0�' GIST Ey �UFi! ��'�•�
Q� NO. Fo'• - PPROVED BYE,
N�S7 �" d JUN 1 519�
r'411NIMINC
�` rto�AnrA�Acnrl®K>�
�•• • �\a �.` coau+,crarwsMmswalw
4ss/liA1At•• L�_..���
JACOBSEN HOMES mm SPEC:ICJNOMCEk ITXMIS AMC CRAmm AAE C.L.Y. 5-25-95
CO MAI. PROPRICTARY. AMC CCti110D TW DRAWING 11i1E:
MAIUM W LICO"Uk"ACTIMIG COL. TIE -DOWN APPL.
P.O. BOX 368 NC gMTi MATVAU ARE PRONGED TO THE
SAFETY HARBOR. FLORIDA 34695 REOW FCR 5ECFIC ROM AD MUST K DRAWING NUMBER:
PHONE (813) 726-1138 107 CNLIMTK MO =V rKM OHM AD-TD-0253
7n
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COL MN 'A' COLUMN V
,001L_
I� SEE TABLE FOR M AXNAN SPAN FOR COLUMNS 'A' OR
COLUMN 'CCOLUMN V
SEE TABLE FOR MIAX%W SPAN FOR COLUMNS 'c' oI; b'� APPROVED BY
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPIN FM COL '
INCFED
L MANUFACTURED ii0t is
RUCTION AND SAFETY S TA`IOAP.OS
MAR 0 3 1999
�COLUMN 'E' -COLUMN 'F' - COLUMN
I� SEE TABLE FOR M AWN SPAN FOR COLUMN 'F'
MAXIMUM AL LDWABLE SPAN
TYPE OF ANCHONNO REO D
(SEE AD-TD-D251,
AD-ID-0252 AND
COLUMNS 'A', V. V OR 1'
MAW 'B' OR V
COLUMN T'
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-M-0253)
SEE NOTE 1
EXP. 'C
EW. V
EXP. 'C'
EXP. V
EXP. 'C
EXP. V
EXP. V
EXP. V
EXP V
DF. V
EXP. 'C'
EXP. V
2 - 31501 ANCHORS
31-4'
25'-6'
29'-4'
20'-4'
37'-4'
25'-6'
29'-4'
20'-4'
V-4'
25'-6'
2V-4'
20-4'
1 - 3150/ MICHOR
19-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-10•
14'-7'
10'-3'
18'-6'
12'-1W
14'-7'
VY-3"
I - 400DI ANCHOR
2S-8'
16'-4'
18'-7'
IN-0'
23'-8'
16'-4'
18'-7'
13'-0'
23'-8'
16'-4'
18'-7-
13'-0'
`' %✓
Miff CALLS73,
NOTES:
I. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
ENO
�~, �'Q�G`No, RHO ! �
910334
- �o� •:00
* '
-o'• STATE OF : �� ?
DAPS APPROVA�AQ 0 3 1 y
IOMrM�
APPROVED BY
INC,l�
rT7nJACOBSEN HOMES
■
P.O. BOX 36B
SAFET' HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NOTICEVcp'
1 SPEWCATMS AND a+AWINM ARE
CRPMM., PRDWOEiART AND OO'i10EIM
MATEaALS Of aC089M UANUFAc1URtlC
WC. SUCH YA1FAlAlS ARE PROMM m 1FE
RECPY}R MR SKG11C pings ARD MbT q
PUT CCNFIDINIIAL Ma Km PROP oum
oRA Y: M.T. T
DATE: 2-9-99
MY.u:r1Ex
MAYiYiC.T1TLE:
184 WIDE COL. TIE —DOWN APPL
DRA►HNO HUMIBE�
AD—TD-0254
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' LARGE OPENM 3 24'
SEE NOTE 1
arvwrvw �uwwa
BRACKETS (SEE TIE-DONM SPACING TAFILES -NORMAL
AND/OR ALTERNATE- FOR MAX6IUN SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF f-0'
(241 FROM EACH END OF THE UNIT.
.�``�� C• Doi'%
PR O •, y DAPIA APPROVAL:
ENE8703571
1. LARGE OPENING = ANY OPENING HIDER THAN MAX. TIE -DOWN SPACING ALLOWED.-
�.� ROVED BY
2 VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI , -�"
SO LONG AS THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
5 1995
MAXIMUM TIE -DOWN SPACING REQURED ON THE APPROPRIATE VERTICAL/FRAME
' �.�
�''i,�fs
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
'.. Nv\`���` INC
3. INSTALL FRAME TIES AT ALL VERTICAL TE-DOWN LOCATIONS.
���i�llll�illALT110��r`�
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS.
MOOR BRACXET AND TIE -DOWN
DEVICES ARE CERTiED BY OTHERS
In JACOBSEN HOMES
OW
NOMCE
TMSE SKOMTX� AW W�RE A
OPl
mom. PR&Vm AND CmFWTu
DRAWN BY: DATE
c �•Y• 5-31-95
KV• LETTER.
A
DRAWING TITLE:
&0 OF "`, `
TSINGLE WIDE T/D
TV.
P.O. BOX M8
TJACMSEN
a+AWv+G►IUBERPNE3)72-11cm�� AD-M-0300
SAFEHARBOR.FLORIDA8 695
t ►���
72
ADDENDUM
TYPICAL -MULTI-WIDE TIE -DOWN. PLACEMENT
r�'
L24j'
SEE NOTE 2.
A B C
DIRGE OPENING
SEE NOTE 1
COLUMN SUPPORT TIE -DOWN STRAPS. REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48" IN WIDTH.
MULTI -TIDE FLOOR W N
SEPERATm FOR CLARITY
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TIE -DOWN STRAPS AS 51RM IN THIS DETAL.
U24'
STANDARD VERTICAL TIE -DOWN STRAPS CR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
IUD/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 1
STANDARD VERTICAL ME -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0*
(241 FROM EACH END OF THE UNIT.
C• DO
NOTES:
1. LARGE OPENING = ANY OPENING NLDER THAN MAX TIE -DOWN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING
So LONG A DIE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
MAXIMUM TE-DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-DO01 FOR ADDITIONAL REOUIREMENTS.
7F •, :Z v� VAMA ArrxuyA
NES703571
OVED BY
OF
Fssti • fA� NG\a.,`�, �i�G,
%,!oivai •E.....�`' ,lam
DEVICES ARE CERWO BY OTHERS
NOTICE
JAC O BS E N HOMES THESE SPEI,MATONSS ; O fly.DALE RED LETTER: AM
C.L.Y. 6-1-95
ORDINAL PRW ETARY, AND OOIflMRAL DRAVANG TITLE: TYP. MULTI —WOE T/D TW A
P.O. eox 368 MATMALS OF JACOM MANXACVJM
„ SAFETY HARBOR, FLORIDA 31695 K"oPo,AJ01T Fri �' W PJRZMO AM "NO 1T0Ius1 K DRAMNG NUUB
PHONE .(813) 726-1138 OUT CON•Mnk 00 KOO nW OMM AD—TD-0310
SINGLE WIDE TIE -DOWN
PIER
NT.
PUIL DOWN TIGHT TO
GROUND ANCHOR
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN I
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS) FRAME TIE -DOWN
SEE DETAIL - V Z
DOUBLE WIDE TIE -DOWN
NOTE:MARRIAGE
C SECTION
WALL
NOTE:
SIMILAR TO
I OPENING TIE -DOWN I
A & B SECTIONS
SINGLE HIDE
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WADE TIE -DOWN
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCAnoNs.)
r-
DETAIL 'A'
TRIPLE WIDE TIE -DOWN
SEE DETAIL - 'A'
SEE DETAIL - V
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
ANCHOR, A DOUBLE OR MUST BE UO)
SUCKLE VATH 2O251 ALL GROUND ORS MUST BE LISTED ADED GROUND AN0 CARRY THE LOADING
Y MINIMUM IMPOSED BY THE TIE -DOWN STRAPPING (315o LBS. MAAMUM
FOR EACH TIE=DOWN STRAP CONNECTED).
DETAIL V
TYPICAL TIE -DOWN STRAP (1 1/4- X .035' MINIMUM
71NK COATED STEEL STRAP, OR EOUAL WITH 31SOt
CAPACITY MINIMUM) K I-S= 477,5 M UL.nmm-E
LOA0 041�1CIT`j
p1111loops.
NOTES: ENO F� �DAPIA APPROVAL'
1. SEE DETAIL'S' PAGE 4 mR MARRIAGE WALL .)O-;i`TSIFIC;4�.�y,'�•..
OPENINGS GREATER THAN 49 INCHES. & VP To 1�1-6" l)eI&v5v : : O o:• % APPROVED BY
2, SEE TIE-OOWN SPACING CHART ON PAGE 2 �R s Psle(, �D. CC;S4S� 10.
ANCHOR AND PE -DON PLACEMENT.oc
--�I�II Y1�
3. SEE DE NOULN's�PAGE A)R TYPICAL I -BEAM �' STATEOFPIER
�r�t4`•'••;c�OR10P:•••��e,��•� asewar,wur+cn�ro�c
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'•,, BRED EN �..'
NOTICEk BY: RR DAB 10-31-95 REV LETTER:
JACOBSEN HOMES THESE 5PEanCA7M AMDRwVM ARE
MONAL, PROPMETARY, AM OONFIMM DRAWING TITIE
MATERIALS OF MOM UWXACTMNC ZONE I TIE -DOWNS
P.O. BOX 368 w- 9xH wAXRKS ARE PRONOED TO THE
SAFETY PHONE (813) 726 D 1384695 CWWCR nu W nMU OKORAWwG NUMBER AD-Zl -0001
7d
75
76
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.
FEB 0 1 2000
INC.
Nortcm UmAlm Ol: FAIL: ..c.. a....n.
JACOBSEN HOMES IKSC >,O AM CRAWM AX M.T. 2-t—oo
ORWIPA. PRO MUARr. AM C00"NA. DRAMMC TITLE: /�
P.O. BOX 368 W'AW Or 4W= i7 WJWAC WC ZONE t INST. J—�
SAFETY HARBOR, FLORIDA 3� 595 Kmffit rw V wx rrwm no um u
PHONE (727) 726-1136 PVT cawma" eo tact rRov o+wQ °"A"'K "A18�' AD—ZI-0100
77
i
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
/DORMER i \ _
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUT9DE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. V THEN 2 REQUIRED EA. HALF
(IE. CNE EA. BEAU, ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SAEWALLS SAME AS THE LIAR! UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPACING TO FIRST 9DWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REQUIRED AT EACH HALF
THIS END ONLY.
MAXWULI PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE-DOVMS MAXIMUM HMI.
70NE 2 ZONE3
EXPOSURE 'C 90' 56'
EXPOSURE V 39' 46'
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
NOTES:
EN
Q • �,\S EqF . CcZ '-,-
UAMA nrrnurnt
EACH Y)OSECTION' OF THE UNIT SHALL BE DESIGNED
`��`
No. o'.
APPROVED BYE,,,..
1. FOR QUAD SECTIONS. UBLE
WDEPENDEHT OF THE OTHER STRUCTURE (IL SHEARWALLS. TIE -DOWNS, RIDGE-
BEAMS, COLUMN SUPPORTS. ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
EPA 0357 _
.ILN 1 5
MIA
-,90,�•1,¢�r �w,.='
.L_t;V.mW#CPf=KK INC.
�,,� F U1A ��`��•
�''ass�ONAIttE.��.
cmR,c,o„cwmswam
JACOBSEN HOMES
NOTICE
THM SKOFICATMS AND DRAMNLS ARE
DRANK BY:
C.L.Y.
DATE
5-16-95
KV• LETTER:
DRAWING TITLE:
ADDENDUM -INT. UNITS .
ORONAL PROPIOETARY. AND CONTIDONTUL
YM
MATERIALS OF JACODSEN UFACTIRWC
P.O. BOX 368
m
WC SUCK YAWMALS ARE PROMM TO THE
DRANwG NUMBER QUADADDt
SAFETY HARBOR. HONES (813)F72266-01138 695
"WMN mIlk A � OHM
its
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE CONNECTION FOR QUAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
DEUIS�
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WINO DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES1
STEEL STRIP MAY BE CONU IOUS OR PIECED.
2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY
BE SLIPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSIM THE SHINGLES LINE-UP
FROM ONE SECTION TO THE NEXT.
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERIMETER RAIL
OR ROM BEAM
CROSS-SECTON
30 GIL GALV STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 UK)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 GA. CALV. STEEL STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.C. MAX SPACING (TYP.)
la
- No. Fo'
ENE8703571
rA
''�•,,s/ONe 1 •• EN,,0
3/8' X S' LAG SCREWS
18' O.C. (ZONES 2 r>c 3)
STAGGERED
APPROVAL:
e. D BY
I r �—' JUN 1 5 W
INC
N097CE -"fill EDRRNFBtt: DAZE REV. LETTER:
OT09JACOBSEN HOMES nm 5KOI ATIOS AND ORAIUM AM C.L.Y. 5-16-95
IR MA. FW-NXTART. AND OD10100H71AL DRAWING TITLE:
„ MATE1M OF UCO8SEN MA"ACT"G
P.O. BOX 368 Nc RK H MATEItI&S ARE PROMED TO 7K ALT. ROOF ASSEMBLY
SAFETY HARBOR FLORIDA 34695 KCPOIT FOR SPEn RFD'OS NO UM IN DRAWING NUMBER: QUAOAD02
PHONE (613) 726-1136 wT O7NDOIML AID SEDLLT n= Ones
79
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8