HomeMy WebLinkAboutSet-Up Manual AddendumSET-UP MANUAL ADDENDUM
jAqOBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE -LELOP
These specifications and drawings are original, proprietary, and confi n
li : I
Jacobsen Manufacturing, Inc. Such materials are. provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
1
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF 8.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOUNG OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A. MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
DUCT SUPPLY OR RETURN
DOLING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
APPROVED BY
I"15W
Km
INC,
IT
NOTICE DRAW BY: DATE
JACOBSEN HOMES : REV. LETTER
THESE SAEOl1CATN7H5 AND DRAwNGS ARE C.L.Y. 5-30-95
ORIETNAE. PROPRIETARY. AND CONVIMNH& DRAWING TITLE --
MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 368 EXTERIOR A/C DUCT
MC SUQi uA1FiCA15 ARE PROVIDED TO THE
SAFETY HARBOR. FLORIDA 34695 RECFEM FOR SPECIFIC PIRPOSES kO MET BE DRAWING NUUSER
PHONE (013) 726-1138 IVT CONMAk AND SEOV IRou oTNERS. AD-AC-0001
10
I
2
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED . STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE—
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTI"IIUE
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)
JACOBSEN HOMES THESE sPEtulu�rONND
na+SAND DIU>tINGS AM
ORIGINAL. PROPRIETARY, AND COMWM4L
P.O. BOX 368 MATMALS OF JACOBSEN MAN1ffACW WG
m
THE
SAFETY HARBOR, FLORIDA 34695 RE�1 rOR 7(CM MOSESS AND TO
K
PHONE (813) 726-1138 PVT CONIDEENTTQ AND SEM rROM ODUM
APPROVED BY
IN14Sit
1N(C.
eEooullW Vw.T/Im'04
�AIOTWEIYiWMIrt<
DRAWN BY: DATE:
C.L.Y.9—Za—Ss
W.H. VENT. SYS. I U
DRAWING NUMBER AD—AC-0100
3
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1/2MIN. 3/8' X 3 1/2' MIN. LAG INSTALLED SEE
NAILS OR 7/16' X 16 GA. CHART FOR MAXIMUM SPACING, STAGGERED
STAPLES PER TABLE: FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
0.016' X 1 1/2' MIN. STEEL
STRAP ® 48' O.C. MAX. SPACING i 4' TO 3 4' GAP
WTH FASTENING INTO JOIST '1
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR S INSTALL WOOD SHM AT ALL LAG
NDS01 TO 1/Y, INCREASE LAG LENGTH IS LOCA71ONS FOR LAG SCREW TO Go
(ALL ZONES) AND FOR GAPSTO3/4% CREASE AND TO � CONNECTION
(SEE NOTE 2GH
(ALL DMWRES)
WO WE
FJ�06lJRE
3/6' X J 1/Z' LAG SCRE1
30 GA. STRAP FASTEIC N/
7/I6' X 16 M STAPLES
WHO ZONE
EXPOSLRE
WOW NUMMR OF FASTEiM REOUOIED
0.131' X t 1/Y NALS
7/16' X 16 GIL STAPLES
MAXIMUM SPAM
MAMIM SPACING
2
'O'
IV OC
4 1/4' O.C..C.
3
S
Z
b'
17' aC
1 7/e O.0
b•
4
7
J
Tar aC
r as
le
4
7
J
b'
5
6
NOTESO
DIMIEER APPROVAL
CAM APPROVAL:
L. t' MR PE)MEIR 10 15 TIEQ= ON STAPLES FOR MIN. Mott' STRAP.
APPROVED BY
flommoo.
L WOOO S W 70 DE RIPPED FROM SPF A Wi OR LLEnm
(J' X 4' X GAP VDTH WK S�
Revised
may 24,2006
f" Z� ��
OSD OR PLYIM000 MAY BE USED F THIO SS EQUALS GAP WOTH-4' X 4' OIL 9Zk�
�Giit1 �. LlOA(f6F1. p � •
INC.
3' 10a' MAX M SDEWAIL 1E1GHT.
4. SEE OTHER W A4S FOR SEALM FLOORS FOR AIR KLIRAWL
'K2 E11 " ring,
FEDERAL MANUFACTURED NOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
I EX � Q1O6 AM MAvn= AK
DUN BY. M.T.
°ATE05-22-06
`�' LETTER:
moo
P.O BOx 360
EAoty. 1EFoalf£TAR1: M CMFEU eAL
�MA�4�AM �� HM/W
c
DRAT NG TITLE:
FLOOR FASTENING
SAFETY HAMOR, FLORIDA 3095
PHONE (013) 725-113e
PICPIDIT Pa ls1T1oNr= AND mal R
IaF103MIuL wo mo Reel oHn
DRAIWG NUUMt
AD-FA-0001
ADDENDUM
MULTI-1NIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES:
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� ob
Jahn C. Doeden, P.
K2 En_v+rrsering. !no.
APPROVED BY
Revised
Hay 24,2006
rON rl NC.
FEUR NSIftIFAL7U11E0 MOPE
CONSTRUCTION AM SAFETY STYIOMROS
JACOBSEN HOMES
P.O. ase
'Csm
TM� summoE+ wo 1TGNCS SNt
�EE 042M 1RAR% AM Owma"K
1Nnxu cr awmm YAE►ACpjm
orT:
M.T.t�I.T.
05-22-06
�� �Il�
B
DRAWING Ill
M/W WALL FASTENNG
eox
W.„o, VAIRU „K„G=10 1�
SAFETY HARBOR, FLOMOA 34595
Elm A sane PEN= No rat K
DRAWING NWBF]t
PHONE (813) 726-1138
mu
an tm� M MU FMI MMM
AD-FA-0010
5
ADDENDUM
MULTI -WIDE ROOF FASTENING
CENTER LINE OR DATING
LINE OF TRIPLE IW1DE UNITS
30 'GA. GALV. STEEL STRIP I
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MA)L SPACING).
30 GA. GALV. STEEL STRIP
-8' X LENGTH OF ROOF (SECTIDNS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOYN.
INSTIL. ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
-LAG SCREW SET BACKS ROOF IN ORIGINAL CONDITION,
FOR TRIPLE WIDES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WDES
�\ PLAN MEW
IA" 2 3 4'
3/8' X 5' LAG SCREWS .•uG SCREW SET BACKS
TRIPLE WIDE ROOF LINE _ (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAG SCREWS SEE CHART ON AD-FA-0001 �/'— FOR TRIPLE WIDES
AT A 45' ANGLE I - FOR MAXIMUM SPACING /
STAGGERED 2 1 4.2 3 4'
14'T034'GAP
ROOF PERII`ETER RAIL-J' I I
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE J4)
CROSS-SECTION INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS FOR GAPS TO 3/4', INCREASE LOCATIONS FOR LAG SCREW TO GO
AND FOR GAPS T
TO 1 E LAG LENGTH 1' THROUGH AND TO KEEP CONNECTION NDS01 LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
(L ZONES) CROSS-SECTION /GAP) c wA si 0 - 91.07
(ALL EXPOSURES)
NOTES:
t]IMM APPROVAL-
DAAA APPROVAL•
L 2 Ile WK POCIIIARON DITO FEtI vW Mom 6 i[tTMo FOR LAC SOl61MS
2 MOD SIJIMS 10 LIE RLPPED FROM SPF P MR OR UETI
APPROVED BY
(3' B C X GAP MID1H UK Sal
(0511 OR FLYM000 MAY K USED F 1FfWESS EQUALS GAP MD1 4' X Lt' Y1L S11i)
3, SEE OM DETAILS FOR CCLFIEIWG ROOF NWCROK
/
r Q�
Revised
IN may 24,2006
7P1INC.
4. *IEX WTALL M A LAG SM KM A Ma BEAT FIRST-M A 3/B'
John C. P L.
afAR NM
HOLE TWO" THE nw ROCS WAL SE006-0RIL A 1/4' HOLE MUCH R£
K2. E.n&mrh ►g, Inc
FEDERAL P"UFNRUREO NONE
RECFIM WCE MAN RR IK HEADED PDRIION OF LAC SICRET[ DOE DVS ARE
CONSTRUCTION AND SAFETY STANDARDS
FOR 3X LAG SCNEVA MLY.
S We YAMUM S1oET1GEL HEIGR.
JACOBSEN HOMES
twx ��MB AM SEA.= APE
°R"""" BY.' M.T.
DAM0s-22-06
'�" `�'
��
+K. mtomwrmy. Me 0mvm wL
YATl U W UMFACRMO
axa HATERALS AK nn+� 10 PC
C
MAY" RRE:
M ROOF FASTENING
R, FLORIDA35aW_
HARBOR,
SAF1 TY HARDQR, OAt3{61YS
KaMl FTA gq= HEPW NO MAI BE
DAATNG KAMM
PHONE (813) .728-113a
mr awwax " mo Flm snots
AD-FA-0020
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN. GALV. STEEL RIDGE CAP COVERING
LENGTH OF ROOF (MIN. Y OVERLAP AT SEAL CENTER OR MATING LINE
SECURED WITH 0 X 7/1C HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
I• I
I I I
I I
I• I •I
I• 8 X 7/16- HEAD X Y
I FULLY THREADED SCREW
RIDGE CAP � I (NO MORE THAN 12- O.C.)
I I �
� I i c
Fr
w
m
ASPHALT IMPREGNATED .eel 1
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING 1 1
ENTIRE LENGTH OF ROOF I
METAL ROOF PANELS STOP
APP. -30 FROM CENTER LINE
I ,
Ref: EX-13-0051 and 30 GA. GALV STEEL STRIP
5- X LENGTH OF ROOF (SEE AD-FA-0020)
AD-FA-0020 SECURED WITH 7/16- X.16 GA. STAPLES
NDS01 FIAT PUEMA71ON INTO DEMING
(ALL ZONES) (SEE CHART ON AD-FA-ODDI WX. SPACING)
(ALL EXPOSURES)
Amu: uwPu► APPRau
NOTES. u: I. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS APPROVED BY
L STANDARD 7/16. O.S.B. (24/16 INDEX) ROOF SHEATHING. ,
00o
i. METAL PANELS ARE 29 GA. MIN. STEEL WITH a C.C. RIBS V °j 7 ONSep
10 , 2008
1. SCREWS HAVE A NEOPRENE WASHER
�.�FOR
� WEATHER PROOONG AND Q Dwd:: i � '. _ I I V C C.
ME
TO HELP AVOID OVER DRIVING. IF SCREW IS Oven DRIVENgo IncDERAL MANUFACTURED SAFETY
TY ST
• �� it �CONSTNUL710N AND SAFETY STANDARDS
ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
o D.M.T. °�0e-25-08
JACOBSEN HOMES mDAM,
MMUL W AM CMEWWnu MAW 1171E
Mum or dA�Bm mmuAmum METAL ROOF RIDGE CAP
P.Q BOX 368
W. 3= VAINU ACE MW 1011E
MME (s13) 726-1138 wT oo m� mw Fm � °��c � AD-FA-0021
7
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
DAPIA
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS PROVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES). jm 1 5 ft
h-.W.,,,�� INC,
NOTICE DRAMM BY: DATE. REV. LETTYR:
JACOBS EN HOMES THESE sPEOnCATMS AND DRAwNGS ARE C.L.Y. 6-5-95
COO IAL PRCPWARY. AND CarnDENT1A1 DRAMING TITLE:-
P.O. BOX 368 MATETW CF JACMSEN MANL1rAMMIG M/W ROOF SEALING
„ SAFETY HARBOR, FLORIDA 34695 REECCPfn�T rot SPEEcFx Kwo Am uA1 BE DRAMING NUMBER:
PHONE (813) 726-1138 REPT COWCENTIA NO SEaET MOM OT M AD-FA-0025
8
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
0
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES -HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
DAPIA APPROVAL
'ROVED BY
JT14JUN 1 5 W5
INC.
NOTICE: DRAYM BY: REV.
LEPER:
DATE:
JACOBSEN HOMES TNESESPEonCARONSAND DRANNGSARE C.L.Y. 6-5-95
a
MONAL PROPMETARY. AND OCMTOO+TIAL DRAWING TITLEP.O. Box 36s 5"„h� ARE TO E M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR MCPC PJWM NO YAI BE DRAMNG NUMBER:
PHONE (813) 726-IIM avl owmnk no mm IRm OTHn AD—FA-0026
9
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH INSTA1.LATTON-
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
2 INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS
BEEN IWALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR 10 PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
3. LOCATE THE HEARTH D(TENSION (SHIPPED LOOSE W THE HOME) AND INSTALL FOLLOWING
THESE STEPS: -
A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION W FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTINNSION TO THE FLOOR W/ 4 IS 1 2' WOOD SCREWS
C. FILL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH DM90N
VNTH A NON-COMBUSTABLE CAULKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
NOTICE DRANK BY..
JACO BS EN HOMES 1HESE SPEMICAMS MW DRAWNGS ARE CG Ofaom. PROMURY. ARD WMTLA1 DRAWING 71'
GmP.O. BOX 368 MATMALS OF .IACOM MANUFACP"G
SAFETY HARBOR, FLORIDA 34695 FICPINT FCR S�= P No W51 BC DRAMNG M
PHONE (513) 726-1138 RAPT COwMTK NO SERRFLT rKV QrrM
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
DAPIA APPROVAL
APPROVED BY
INAJM 2 8 '0%
INC
rRa� rvns.civa� �o[
cosw�cra uo susn sivovq
C.L.Y. IDATE 6-16-95 1
Fo' LETTER
SHIP -LOOSE HEARTH
AD-FP-0001
10
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to all smoke alarms individually.
APPROVED BY lzEV
*°"' W 26 20 r4 INC.
FEDERAL A7ANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARUS
SET-UP MANUAL ADDENDUM
AD-FS-000I -A
TRUSS SHEATHING
APPROVED EY
INC.
FEDERAL MANUFAMIRED HOME
CONSTRUCTON AND SAFETY STANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
3/8" MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWALLS)
MARRIAGE WALL
♦
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOOKERS (PURUNS), Arnc 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.
YYINDZONE III
(110 MPH)ALL
(18' X 14 I/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL
1. 3/6- YIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16' X
I ""EL EDGES AND 3- ° C
(NO
APPROVED EY
ATALL FRAMING MEMMS. QUEE R[OUM)
IN%AT
t
S
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
z0A
JACOBSEN HOMES
NOTICE:
THESE sPEclFlunons AND 17Rawwcs
DRAWN BY:
R.R.
DATE
4-27-98
REV, lET1ER:
100 ■
ARE
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL
DRAWING TITLE:
„
P.O. BOX 368
MATERIALS OF JACOBSEN MANLIFAC7URINC
INC. SIN MATERIALS ARE PRONGED TO THE
TRUSS SHEATHING
SAFETY HARBOR, FLORIDA 34695
PRONE (813) 726-1138
REGFIENI FOR VFCffK PURPO E5 AND MT UE
KEPI cowoEN11AL AND SFOWI rROM GIHERS.
DRAWING NUMBER:
AD-HR-0001
12
NDSOI
HINGED ROOF DETAIL
L15FW OF TUMI M bff f" FRW
SE1'f+c Pm7m B1 Si -W Pam 1s
APMX 22 1/r.
L" Wm w SEL'Afll s1f51E lmy wm
11EOIA M L1EWn W LiX 1HAM 12 FW
W OF W MCM IMm AM MINC M W
2FMOFASMNlKRNPA-
HINGED ROOF IN SHIPPING POSITION
FE1m " Pori To mm WALE
6 sw P FL12B WC pmTOP m
• J1ox3'MOm9 UUt3-Pzr
am
HINGED ROOF IN SET-UP POSITION
REF. CALL. PG. C-RF- 223.0 - 223.6
APPROVED BY
1. RA f3iACF ® ROff S ECIIOI N TFE RAIS1 D P091101 IEFQiE Sr41C�1C HNGfD
KING 615 F0Revised
Tl;� - ' N P
�fj-
"�o
Jun 06,2006
.Sohn C. Doeden, P.L. EINC.
Cl Enring, Inc FFDFAAI YANIFARINWO HOW
CONSTRUCTION AND SAFETY STANDARDS
DRI►W1 BY. O.A. DAIS 06-02-06 REV. LE'L1Fit
JACOBSEN HOMES wm , �auMNa me
MUMHAMO TA>zr H °�"'G T ` HINGED ROOF DETAIL A
DWI P.Q BOX 368 W. VAMUS ME �x
SAFETY HARBOR FLORIDA 34695 RfTMI FtIt 96tlIC AIrlO'SES AID MIST K, MAVW MNUM
PHONE (813) 726-1138 wT mmanK AM MW RM mW& AD—HR-0002
13
HINGED ROOF DETAIL
UNOERLAYMENT TO BE CLUED 3' MIN.
OH BOTH SECIMS OF HINGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNOERLAYMENT AND -
AND A MIN. 4 1/2' YNDTH OF ROOFNG CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HMO
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK BEHIND 2 X 6 -
OVERNANG FASCIA BOARDS AND SECURE NTH
3-16 X 3' WOOD SCREIYS EACH SIDE DF GAP.
APPROVED SY
Revised
Nov 30,2006 rl INC.
FEDERAL YANUFACIUREO NONE
CONSTRUCTION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTES: ENGtEFR
I. BRACT RAISED RN SECIXIN N 1HE RXW PC970 6EFORE SWUNG HNGED
KING POSTS INTO PC6ITION.
11 %Z8106
John C. DOG&'%
K2 Engft
IYNOZONE 11
(110 MPH)
ALL EXPOSURES
DAM APPROVAL:
JACOBSEN HOMES
ESS
TRAM
"K'�"" UrD.T.
°"� 10-02-06
�" lETTM
eox 365
WWM ARC
DRIMMU. IMMETM . AND Bodo MX
� � m mm
DRAWING 11 w .
HINGED ROOF DETAIL
n
A
HP.CLARBOR.
SAFETY HARBOR. FLORIDA 34695
�
KWMI FIR SR}SllIC RNOMS MD WST [
ORAWX NUMBER:
PHONE (613) 726-1136
N91 aaumom L um sm I m0 mmm
AD—HR-0003
14
SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 15# FELT 70 ROOF PEAK —1 NE —PIECE SHINGLE
UONDERLAYMENT .
2MIN. OVERLAP (TYP.) . z
0
P
N
6' MIN. TAR AS SHOWN
(APPLIED ON SITE)
1 I ...........
1 .:SEE NOTE /3,.:..... z
_
I • ♦ • . . . . . . . . . .
....... .....................
3' IN.
r I i I i I i I i 11 SEE DETAIL.'A'
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH-6 STAPLES (1* X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FlNAL POSITION
AND BEFORE INSTAWNG THE 15# FELT AND SHINGLES.
DETAIL A
WINDZONE III
(110 MPH)
ALL EXPOSURES
DAM APPROVAL•
NOTES:
1. CEMENTING OF 15f FELT IS NOT REQUIRED IN ANY AREA EXCEPT WHERE NOTED. q PROVED BY
2 FASTENING OF 15f FELT IS NOT REOUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) SEP '
3. EXTEND THE FIRST LAYER OF ON SITE 151 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. INC.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HR-ODDI (WITH SPECIFIC END PANEL LAYOUT),
AD-HR-ODOZ AD-HR-0003, AND AD-HR-OD04. FEDE AL MANUFACTURED H069E
rnN. RUCTION AND SAFETY STANDARDS
NOnCID . MAW BT DATE REV LETTER:
JACOBSEN HOMES DOE sPECMAI Ms AND DRAW = ARE M.T. s-2o-o3
OMME. PRMPRETART, AND CONFEENTIAL DRAWING TnM SHINGLE AND UNDERLAYMENT
MA1ERMIS OF JACOOMN MANIFAMURM APPLICATION ON HINGED SECTION
P.O. BOX 30 NC. SM MAMIA1S ARE PRM)ED TO 1 1E
SAFETY HARBOR, FLORIDA 34695 RE WW FOR gf=11A4 = AO LUST RE DRAWING NUMBER:
PHONE (813) 726-1138 UK IAMsWnK AM =FV RM OnM AD—HR-0005
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2" O.C. MAX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16' X 1 1/2. X 16 GA. I
STAPLES INTO EACH 16' O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES) I
NDS01
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAAYMENT AND SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VNNWONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
RU' CAUM CRC - 167.01 - 167.02
E iWO-1 APPROVAL DAPIA APPROVAL -
APPROVED BY
Revised
Q� JtuS 09 , 2006
.JOhn C. ✓oGdofl, F.E. IN�' FEDERAL MOMIfAC1U11E0 HOME
CONSTRUCTWH AND SAFETY STANDARDS
.92
�R,C�i[T811afX1�, ITiC
JACOBSEN HOMES
P:o. Box 368
NIP,W-
NOTICE•
TOSS SPfaIICADID DNS AMV&GS ME
UaONAE. PRU'KEIART, AND CO1fiDO1IM&
"A1� ams or AMAIIIWAGIURM
DRAWN 91;
O.A.
OATL•
06-06-06
KEY. LETTER:
n
DRAWING im.
PEAK INSTALLATION DETAILS
SAFETY HARBOR., FLORIDA 34695
9JO1 YATQULS ARE RAKED TO THE
RI6'OR rcK 4ECF% F04M AND MAT IC
f�1
DRAWING NUIBER
144 PHONE (727) 726-1138
1EPr CV1�LofRAE AND SEUCT rR011 DDQS.
AD—HR-0006
16
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE =
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LAYER OF 151 FELT
TO ROOF WITH A 6' MIN. WIDTH OF
TO ROOF NTH A 6' MIN. WDTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING
ROOF DECK AND/OR EMSTING
FELT AS SHOWN.
FELT AS SHOWN.
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES:
DAPIA APPROVAL -
BY .
AUG 0 1�
INC.
HOW
NOTICE- ORAPN BY: DATE: REV. LETTER
JACOBSEN HOMES TesE ��W6 NO DRAWINGS ARE
M.T.7-28-04
Q,"AL PRwwTARY.. A D COi10ENRAL DRAPING TITLE: _
,I � P.O. BOX 368 9)CH MATEMALS ARE AM ACTUFW 51iINGLE/UNDERLA1nrtENT INSTAl1AT10N
SAFETY HARBOR. FLORIDA 34695 Ff"T FOR 9'ECFIC ROM NO MIST BE DRAPING NUMBER:
PHONE (727) 726-1138 KEPT CONFENDOL AO WCRET nN OrdM AD—HR—OW7
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAWNG
MEMBER W/ STAPLE OR NAIL
BANONG STRAP "FED' AROUND PIPE AND FASTENED 10 FLOOR FRAWNG.
ABE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
I OUTLET. WHERE THS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
OOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED Al THE UPPER END.
_..J VIEW OF DRAIN PIPWG
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
r
NOTCEJACOBSEN HOMES IMSE SKCrKa`DRAWN=AM. DRAWN BY. R.R. CAI 7-17-97 REv. terrEx:
CArA`4, PROPF[U — Alm w&wL%w% DRAWW 111LE
P.O. BOX 368 °AMOALS of J%03W, A� YANVACiUR&C PLUMBING SUPPORT
Nt Sm VAMA S ARE FROMM 10 PC
SAFETY HARBOR, FIORiOA 34695 Azrspa FCR TM HW VZ AM W= BE DRAtING NJ118ER:
OFF
PHONE (813) 725-113a an emnDDmq Pm IOU nmr DPCM AD—PL-0001
18
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.
NOTES:
m
mm
INC.
NOTICE. DRAW Br: ' Ktv. CUBIC
rrm JACOBSEN HOMES TNM TIE ANDMAW=� M.T.3-30-05
:4114 raMVun; ANU CO "OflM MAWNG PRE:
rilso P.O. Box 368 � TTo � OPEN PORCH RAILING(S)
SAFETY HARBOR. FLORIDA 34695 MW FM SWX SA O O AAO MET BE WAWA NLWBM
PHONE (727) 726-1138 KEPT COOMoAA L NO SE00 FROG ONM AD—PO-0001
7y
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 II� 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 �
1 (SITE INSTALLED) �
FOR OVERHANGS
SEE AD—PR-7003.
FACTORYINSTALLED )FTERS
(CENTER
ENECN
REMOVE ALL FACTORY INSTALLED "-- FOR ROOF VENTING BOTH FACTORY
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD—PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF -iITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
DAPIA APPROVAL:
APPROVED BY
Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
Mori
P.O. BOX 368
THESE sPEancA1NI0oTIM a Am oRwwm ARE
aWINAL PROPRIETARY, AND CONFlOENTIAL
MATRALS OF'taCOM MANUFACINRNC
T P A SUCH
NC, YA MALS RE IROWDED HE
ORawN BY: O.A.
DAB' 10-24-07
REV.LETTER:
(�
IIJS
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR, FLORIDA 34695
®
r FOR AM W9 RE
REOPIE)isPM MHOMHOWING
DRAWING NUMBER:
PHONE (727) 726-713
6-11 8
KEPT CCN WRAL AND SECRET FROM OTHM
AD—PR-7001
20
ROOF TO ROOF ATTACHMENT
SECURE STE INSTALLED ROOF DECKING SITE INSTALLED 7/16' MIN. ROOF
WITH 7/16' X 1 1/2- X 16 GA; STAPLES DECKING SECURED WTH 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES, 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 15' O.C. RAFTER.
SEE DETAIL 'A' SEE NOJIPI
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DECKING' SITE INSTALLED RAFTER TO
ALJGN WITH [J. RAFTER BELOW TORT INSTA QED
SEE NOTE j2
18' MIN.
MAY BE RIDGE NOTE J4�S I
DECKING VM
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
NOTES:
I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2—/10 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
INSTALLED PITCHED RAFTER TO ALIGN MATH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION WIN.)
Z ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
110 X 4 1/2' SCREWS 9' O.C. MAX SPACING,
I SEE AD—FA-0020 FOR GAP TREATMENT BE7MIEEN SECTIONS.
FACTORY INSTALLED RAFTER
(CENTER SECnON)
C-FS3 - 88.01
John C. Doodon, F! 6.
K2 Engkmer", Inc.
WINOZONE' 0
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
DAPIA
APPROVED BY
-N IHiNC: 2006
cEOEMu rAMHHc�auHHN HOME
coesmucnoM •ro sHH117Y fTAHHMAAOS
JACOBSEN HOMES
„ P.O. BOX 30
MVIOMM AM MAW*= AK
ewao ti PAvw[TA". me How►oom .
MAM8Als W AKOW" UA"AC LOW
°""'" ®" o A
DAIS: 06-02-06
WV. `�MS
/1
�1
DRAMNG Tint
ROWTO ROOF ATTACHMENT�{.
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
I P� � UM t
DRAWC MAKft
*m
AD—PR-7002
21
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
Tr O.C. MAX. BETWEEN OUTI.00KERS
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
2 X 6 FASCIA FASTENED TO OUTLOOKER
W10. (5) 7/16' X 2 1/2- X 15 GA.
STAPLES OR MIN. (3) .131' X- 3' NAILS
(TYPICAL AT ALL CENTER BRACES)
19.0
7 ;Kto�
— 2 X 6 OLMOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS
2 X 6 OVERHANG FASCIA
— END ZONE ASSEMBLY
(SHIPPED ASSEMBLED FOR SITE INSTALLATION)
SINGLE TRUSS ONLY
REQ'D OUTSIDE OF
3 FT. AREA
...SS MAY BE
PLACED ON EITHER SIDE
NDSOI
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
—2 X 4 NAILING BLOCK
MIN. (3) .(INSTAL131 XN3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND .
MIN. (3) .131- X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
SEE CHART FOR FASTENING
OLMOOKER TO TOP CHORD
MULVLE TRUSSES FASTENED
TOGETHER W/MIN..131" X 3'
NAILS OR MIN. 7/16' X 2 1/2
X 15 GA. STAPLES 16' O.C.
MAXIMUM INTO TOP do BOTTOM
CHORDS ONLY.
NOTE:
OUil0OM TO BE SECWAIED 1D EACH
TRUSS OF THE DOUBLE TRUSSES LOCATED
IN THE EHDZONE PER FAS7EN R CHART.
TYP. OUTLOOKER FASTENING:
FASTENERS:
OUANmY:
PDETRATION:
.131 PD NAIL
5
1 Ig
15 GA. STAPLE
B
1'
Ig SCREM
2
1' (INCL. TB')
OU100M FASTENERS MAY BE INSTALLED NANDZONE 111
FROM TUP CHORD DON F PENETN I N ALL EXPOSURES
IS MANTAMEM (110 MPH)
20 PSF ROOF
10 PSF D.L.
'-" - C-RC-197.01-197.02
ENGINEER APPROVAL• DAPIA APPROVAL•
APPROVED BY
ON
Feb(/V05,2008
.John C. Doedn, Rt. FEDERAL reNUFAGTU AiN
DHOME
CONSTIWCf10N AND SAFE7Y STANDARDS
K2 Engini4cri'n9,: Inc.
JACOBSEN HOMES
P.O. Box ass
TNESESPEC>!1OA NODRAMMIDSAM
OR MAL PRO WARY. AID cmnDMK
MATEAWS OF ACOM YANIJF'ACUMM
r- SLO Mum" ARE m w
DRAWN BY: O.A.
I DAX- 1-29-08•
REV.tFT1m
DRAWN 1I1LE:
END ZONE RAFTER/OVERHANG ASSEMBLY
SAFETY HARBOR. FLORIDA M695
Rarm M sp= W= RD RM eE
9AWING NWBER
PHONE (727) 726-1138
pm CO1iiGI M AID SEW R M 0INM
AD—PR-7003
22
ON SITE PITCHED ROOF DECKING INSTALLATION
TYP. ROOF FRAMING
16' ON CENTER
- I TRIPLE WIDE CENTER SECTION P' AK - I -
SITE INSTALLED DECKING PIT08 NO BLOCKING REQUIRED
TRUSS SECTION REMAINDER OF AT CONTINUOUS PANEL
BOTH OUTSIDE sEcnoNs (2 FULL
ROWS OF SHEATLIING) SEAMS BETWEEN TRUSSES
• SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
WIDTH PER SHEATHING REQUIREMENT
APA RATED ROOF DECKING
(OR EQUAL)
MANUF. INSTALLED DECKING TO HERE
I
N
VANDZONE RI
ALL EXPOSURES
(110 MF4i)
20 PSF ROOF
10 PSF D.L.
ENGINEER APPROVAL: DAPIA APPROVAL'
NOTE2v
1. 1/e MAXIMUM GAP AND 1/16n MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0� Revised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. t%0=�� 1. `''= Oct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 �flC� j,: ic•o i �;3, !i iG. Now r14
INC.
SAME DECKING PATTERN. FEDERAL KMUFAMRED NONE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2- X 15 CONSTRUC"ON AND SAFETY STANDARDS
GA. STAPLES AT 3- 0 C EDGES AND FIELD
NOTICE DRAW BY DAIS REV. LEFIER:
JACOBSEN HOMES >smaFlc mm AND DRAWIM #A O.A. 1°-24-D7
� NA: SLO MAIA
Gum P84'Immf. AND owmax a5Av 1C n1lE:
P.O. eox 3"MAC OF 0=01 UWAc11IM ON SITE PITCHED ROOF DECKING INST.
ER a NM PR=n 10 DE
SAFEOR.ORIDA3ss eONRL RAwNc MABM
wwwK me we � AD-PR-7004
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL —/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
APPROVED BY
Revised
Oct 25,2007
INC.
MANUFACTURED HOME
CTION AND SAFETY STANDARDS
❑❑�
JAC0BSEN HOMES
NOTICE:
s m
DRAWN BY:
O.A.
DATE:
10-24-07
REV. LETTER:
P.O. BOX 368
� mo�w�
MATERIALS OF JACOBSEN YANUFACTURBIC
DRAMNG TITLE
n
1�
❑„
we slai uAmaALS ARE PRoYmm To THE
SITE INSTALLED PITCHED ROOF VENTS
❑❑❑❑
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
RECP¢NT FOR SPWX PURPM AND OM BE
IVT COWMTK ARB SECRET FROM OTH.3Ia
DRAWING NUMBER:
AD—PR-7005
24
ROOF VENTING
MARRIAGE WALLS I I
TYPIO0 SO. K CUTOUTS FOR
%6T&ATxA1 or ROOT SECTIoN
i_ (SEE OVAT FOR REQUIREMENTS)
100 SQ. IN CUTOUT VENT HOLES
R N
t:otnRFD 1N FLAT
ROOF SECT10
(1601 x SECTION LENGTH:
alai KLIS:
0 TO 15'-6-
1
15'-6' 10 31'-Y
2
31'-3- TO 46'-10'
3
66'-10' 10 6 -6-
6
62'-6 TO -0
5
1 I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
MARRIAGE WALLS
LOW VENT LOW VENT
I x l
r_�I r-
-50 So. IN. VENTS REQUIRED
`a HIGH VENT IN SITE INSTAUED TRUSS _SECTION
--_ ________—_r_-
CENTER LINE OF CENTER SECTION
1 7 I SECIM I XIM
mm 1011
10 16 -
I
F111
10 6f-6
2
67 10 66'-
3
.m Munn 10 Rwq
•-P
rx_tl -- TYP. 50 SO. IN. ROOF VENTS r_
LOW VENT (SEE CHART FOR REOLAREMENTS) LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
No]
DAM APPROVAL:
PROVED BY
lip JUN 14
INC.
.AL MANUFACTURED HOME
rw Ir.1M AND SAFETY STANDARDS
NOTICE gtAWN BY: R.R. DALE 01-22-04 REV. LITTER.
J A C O B S E N HOMES TNEst sPEor, A=-s Am mA-1cs ARE
OMONAL PRWKTAWI NO CWW1TK ORAWIG TITLE:
S P.O. Box 368 MA1E AEs o` A%CDM WXIFACROM ROOF VENTING r
61G RM MAMMS AK PRMV 10 D[
SAFETY HARBOR, FLORIDA 34695 mEapo 1 /OR sKoM RIFW NO EST R DRAWNG WABER.
PHONE (727) 726-1138 1VT wfmx1L A1ewxI Flom o11 m AD-PR-7006
25
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT car
(OR SOLAR
SITE INSTALLED FLEX DUCT / SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
LTYP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
FACTORY INSTALLED FLAT CENTER SECTION
XHAUST DUCT SPLIT
4ND FASTENED TO ROOF
)ECKING OR BACKER
KITH MIN. 4— 8D NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
�—SHEET METAL
SCREW
EX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
COUPLER
pj (SITE INSTALLED)
VENT PIPE
0_,e(FACTORY INSTALLED)
DETAIL 'B'
DAM APPROVAL
APPPOVED BY
INC.
FEDERAL ANUFACTURED HOME
rnmgTRl 1.110N AND SAFETY STANDARDS
JACOBSEN HOMES NO71c&_ DRAWN BY. DATE REV. LETTER:
1MESE SPEOMTOIS AND DR.A ..xs RE R.R. O1-23-04
ORIGINAL PRWRE7AIM AND CoMT1oEMTuI DRAWING ➢TLC _
„ P.O. BOX 368 „� � TiRms ARE PR r ARCOWN �p TO IK PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 RECPEHT FOR SFEanC PUr M MO ruSl K DRAWING NUuBER:
` PHONE (727) 726-1138 PVT COt Will NO SECRET TRor OTHERS AD-PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
150 FELT TO HAVE A B' MIN. OVERLAP
AND A MIN. 6' WIDTH OF ROOF CEMENT
THIS ALSO APPLIES TO ENDLAP SEAMS.
I ! III ! I ! I ! I
FIELD INSTALLED 150 FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN.
OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT.
151 FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
ALL PENETRATIONS OF THE UNDERLAYMENT AND
PERIMETER OF ROOF_
FIELD INSTALLED ROOF SHEATHING (TfP.J
I
I
6' WIDTH OF ROOF CEMENT WHEN
j OPTIONAL 151 FELT IS INSTALLED.
I
I
1
OPRONAL LAYER OF 151 FELT
I
r�
J
i
I
ONE-PIECE SKM=
UNDERAYYENT
ROOF STIEAIHNG (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIONG FOR UNDERLAYMENT OVER
LAP OF 6' MINIMUM.
FASTENING DETAIL
NOTESO` ENGIM APPROVAL
1. CEMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA
EXCEPT WHERE NOTED.
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED
ARE JUST TO HOLD FELT -IN PLACE UNTIL SHINGLES ARE INSTALLED.) JOhE (,�, um"m ,�
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ Eng,I«:;:059, im-
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
WINDZONE NI
(110 MPH)
ALL EXPOSURES
OVED BY
Revised
Oct 29,2007
INC.
IIANUFACRIRED HOME
MON AND SAFETY STANDARDS
JACOBSEN HOMES NOnCIL• �vn D O.A. 10-24-07
TNIg SPEii1CJ4=S = MAVIGS ME
ORIMA, PRO WARY. AND CDMROOM& DRAWING TM-
P.O. Box 3w MAIMAIS OF J HAWACif M SITE osTALL ED SHINGLE AND 1RrDF3tLAYMENT
19 W_ SUCH MATEIIAIS ARE PROVED TO INE
SAFETY HARBOR FLo�DA�95 KM W oRAwl+c NuG
ON)240RU� AD-PR-7008
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
AIDS' X 1' MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY APPLIED
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING TO ROOF.
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA WITH ROOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME, WITH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND 70P OF FLANGE
UNDER SHINGLES, WITH BOTTOM OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN. ,
NOTES:
DAPIA APPROVAL
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1" X 1" X 16 GA.
APPROVED
BY
STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
IFEDEMANUFACTURED
riNc.
HOME
CON
RUCI[ON AND SAFETY STADIDARDS
JACOBSEN HOMES
None
THtsE �EorlcaTlals AMo DRAIINI'S AR[
DRAWNBY:
M.T.
DATE
02-04=04
REV LETTER
MATTING TITLE:
UUMNAL PRWKIART, AW COMMTK
P.O. BOX 368
MAMMALS Of JWXSEN MAWACTUfbM'
RC SIU MAIFRUIS AK PRMV00 TO THE
TYP, FLASHING INSTALLATION
SAFETY HARBOR, FLORIDA 34695
KO MI FOR 9WX pUPM A?O MST a
DRAWNG NUMBER:
PHONE (813) 726-1138
PVT Cas>oLMUq AM SEU11 rvoM OTHf%
AD—PR-7009
28
ADDENDUM
GENERAL NOTES / TIE-DOIRH
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REWIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-OOYNS WY.EN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. 'AHEM ANCHC RS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ;NSTAU D
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5 VERTICAL BE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE DMiOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0• (82" I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE. CROSS- MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE "WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TIP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL BE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
VYHM THE ANCHOR IS TO BE INSTALLED.
11 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 SIM AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCDON(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REWIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCUNG P,EQUEEMENTS. ALL BLOCKAG DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
CITES:
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
ENGINEER AWt 11'��A:/�DAPIA APPROVAL
�Q���TsTER� ;Fyn ROVED BY &A,.,
No. o %
ENE8703571 I 5195
TATT._ INC.
p 6/9('1 INC.
NOTICE "ril" l4 W LU
E ER�L.. IL
JACOBSEN HOMES THESE SPEoncaONS AND DRAWNM ARE EiiiiiC.L.Y. 5-19-95
MGM, PROPRIETARY, AND CA41004N1 DRATlNG TITLE,
P.O. BOX 368 MATERIALS OF .IACONSEN YANIfACTLFLNC TD-GENERAL NOTES
WG 9J0i MATERIALS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 REOPINT FOR SPECFY PAS MO VM BE DRANTNG NUu9ER
PHONE (813) 726-1138 XEPT C&fWTK AND SEOV FKGY OHM AD-TD-0001
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(+�
MIN.'
WIND ZONE II
WIND ZONE III
FLOOR
YIN• OTY.
ANCHOR
YIN. OTY.
ANCHOR
WIDTH
EA. END OF
N.
EA. END OF
ANGLE
O V
EA SECTION
YIN. 6
EA SECTION
YIN. 6
20'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
25'-4'
2 1
50'
3
38'
26'-8'
2 1
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE it
WIND ZONE III
SPACING
DEL
DEL HEAD
ANCHOR ANGLE
SPSPACINGANCHOR
DBL HEAD
LOAD
ANG1F
FLOOR
W9DTH
EAVE
OVERHANG
20'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-0'
• 12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
25-4'
12"
8'-0' 1
31501
40'-50'
6'-8'
31501
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WAND ZONE II
WIND ZONE III
YIN. CITY,
A10911
YIN. CITY.
ANCHOR
FLOOR
WIDTH
EA. END OF
AN
EA. END OFANGLE
FA SECTION
YIN.. 6
EA SECTION
MIN. 6
20'-0"
2
50'
2
68'
10
24'-0"
2
70'
1 3
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE IR
SPACING
DB HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5'-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
54
3150Q
40'-50'
4'-0'
3150�
40'-50'
25-4'
12"
54
31501
40'-50'
4'-0"
3150#
40'-50'
26'-8'
12'
54 1731501
40'-50' ++++
T+rrrrrrA '-0'
31501
40'-50'
NOTES:
ENQNEER` O �,,
DAPIA APPROVAL•
1. SEE AD-TD-DO01 FOR ADD11IONAL REOUREMEN1S.
�O'Q�. `ST
NO \APPROVED
BY
2. SEE AD—M-0011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
ENE8
TABULATED ABOVE.
_
5
oF Q-
,••'a
INC,
e ;4%'�
1EXPALUw1fACILM OE
JACOBSEN HOMES
NOTICE:
THESE sPEanunaes AND DRArwNcs ARE
rl7ilH�b
C.L.Y.
GATE:
5-30-95
REV. LETTER:
P.O. BOx 368
ORIGINAL. PROMETARY. AND CONFlDENTIAL
MATERIALS OF JACOBSEN MANUTACTURING
NC. SUCH IWEMALS ARE PRONDED TO THE
DRAWING TLE
TINE]DO NORM. SPACING TABLES
„ SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
Kamm raR sncFx PlFP0Y5 Alm wip BE
OUT COHFWPAI Alm SECRET rROM OTH3¢
DRAWING NUMBER
AD-TD-0010
30
MIN,
FLOOR
WIDTH
24'-0'
25-4'
ADDENDUM
ALTERNATE TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C
Y
O
LONGITUDINAL TIE —DOWN SPACING TABLE
111N.
FLooR
WIDTH
WIND ZONE 11
WIND ZONE
N
Nll an.
FA, F]D OF
EA. sEc>mN
ANon+
AM
rat, B
ac on. O�
FA OF
EA. SEApI
ANON
AL
YIL E
23'-4'
2
54'
3
4O•
24'4
2
54
3
40'
25-4'
2
60'
3
44'
3
36'
3
a
(SEE NOTE #4 FOR ANCHOR
VERTICAL TIE—DONN / FRAME TIE—DONN SPACING TABLE
MAL IND ZONE 11 WIND ZONE 01
EAVE ®. HEAD ML WA
SPACE momAlm �� �
OVERHANG
12'
5'4
31501
1 40-45'
5-4'
12'
64
3154
1 417-45•
54
12,
54
31
1 40'-45'
5'-r
12'
12'
5-4'
54
3154
315"
1 40-4T
4T--45•
5-4'
5'-4'
(SEE NOTE #4 FOR ANCHOR ANGLES)
NOTES:
1. SEE 0-M-OOD1 FOR A0110NAL RECUIROEIIIs.
7. SEE AD-1D-00f1.1 Fat NAl0 w PFR NM73 REQUAtE4 FM 1NE LOADS
TAB"im ABOVE
I X-DOIIN DEM ON THIS PACE APPUCABLE 10 DOUBLE W S ONLY.
4. so ANCHOR ANGLE SHOWN IN THE OHART ABOVE CANNOT BE ACH00,
WALLED AN APPROVED STABS = PLATE.
JACOBSEN HOMESWaL "maw,
P.O. BOX 368 MAUM" OF ,IACMM MOWFAOF MC
DR+ SM HA1E = ARE FRDM TO 11E
31
mmm mm
35'-40'
W-40'
35-40'
3T-40'
W-9
REF. CALC.
C-TD-215.01-215.20
APPROVED BY
qNPJtui 16,2009
INC.
FEDERAL MANUFACTURED NONE
CONSTRUCTION AND SAFETY STANDARDS
M.T, I -.,.. 06-04-09
ERNATE SPACING TABLES
AD-TD-0010.1
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAL PUt AU-10 OOID TABLE PER AD-ID-0010 TAME PER AD-TD-c010 TABLE PR AD-TD-0010 TABLE PER ADW-UUIU IAtE Ma
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE M-DOTIN RMOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE M-DON A t N
NOTES: ENGINEER M In
1. SEE AD-TD-0010 FOR SPACING TABLES.
2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) QUANTITY AND OTHER REOLl1FRE1MENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUKMENTS.
5. ZONE 2/EXPOSURE 'C': 60' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V: 44' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 40' MAXMUM HEIGHT
ZONE 3/EXPOSURE V: 36' MAXIMUM HEIGHT
ENE8703571
�� • ST g 9 P •�
SEE NOTE 5 FOR
MAXIMUM HDGHT
REF. CALCS:
12w.
INC,
JACOBSEN HOMES NC'19CE: OlWgITBAP" DATE: REv. LETTER:
FQ=THESE srEanuTlas ANDDRAwINts ARE C.L.Y. 3-27-95
ClaCINAL- PROMTWY. AND CO►uIOETInk DRAWING TITLE „ FIGURES 1.0 AND 1.1 P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING
LNG SUCH MATERIALS ARE PRQV= TO THE
SAFETY HARBOR. FLORIDA 34695 RECPE NT FOR SPECFIC RMPM R O MT BE DRAWING NUMBER:
PHONE (813) 726-1138 $VT CONFMU& NO SEDU FROM 07NM AD—TD-0011 04
32
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE L 0
TYPICAL CROSS SECTION
SHOWING TIEDOWNS RAOR
TV.
ANWOR ANaE eff m 18) ANPBOR mm (sm ROLE 01)
FIGURE 1.1
(MM BASM ON 0 1p* I-UAN CENTERS AND 96' KQi SIUVAU)
e�eoC6H;8"sAAB®B�se,'
00 A` C C. o0
-V , •
v'
^ .
��c�S•� OFF iv~���0,
®oBooa`S,B�Iti
6
SEE ROTE 5 FOR
MAMM MIT
NOTES:
1. SEE AD-ID-0010.1 FOR SPACING TABLES
APPROVED
ON
BY
2. SEE AD-TD-OMOA FOR QUAFRTY OF LANGI111DIAL TIE-OOM STRAPS REQUIRED.
16,2009
ISEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REWREMENTS.
n�1
I I
4. SEE AD-TD-0001 FOR AODIRONAL REQUIREMENTS
FEDERAL NU111UFALf11RED
HOME
5. ZONE 2/E10MIRE V: 67' MAMIUM HEIGHT
5..
CONSTRNCnON AND SAFETY STANDARDS
ZONE 3/MN SURE V: 56' MA1®IUM HEIGHT
6. WHEN ANCHOR ANGLE SHOO ON AD-7D-0010.1 CANNOT BE ACHIEVED,
REF CALM
INSTALL AN APPROVED STAMMER PLATE
C-TD- 215.01 - 215.20
NOTICE DRAM BY: DATE:. HLV M I NJC
JACOBSEN HOMES mm =MS AND NAN= ARE M.T.06-04—os
OWN&. PRGPMUOY, ANO COKRNN 1AL ORANING TITLE:
P.O. BOX 368 MAISIMS OF ,uC EM MPMFAC7=G FIGURES 1.0 AND 1.1
W. MW YAIQMALS AID: PRNn M W
SAFETY HONER(813) 726-I11334695 R � �t�M pRApLNG NUYBER AD—TD-0011.1
44
ADDENDUM
NORMAL TIE —DON SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
WIDTH
EA. END OF
AN
EA. OFANGLE
A. EN
�Q Q�
E.A. SECTION
MIN. a
EA �cT�cN
MIN. e
12'-0'
2
43'
2
55'
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
W ND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL HEAD
DEL
LOAD
ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-O'
6'
8'-0.
31501
40'-50'
6'-8'
3150#
40'-50'
13'-4'
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
(1
MIN.
WIND ZONE II
WIND ZONE III .
MIN.OTY.
ANCHOR
WIN.OTY.
ANCHOR
r ,J
FLOOR
WIDTH
EA.A ENDOF
N
EA. END OFANGLE
0
SECTION
SECTION
YIN.. A
EA SECTION
YIN.. 6
12'-0'
2
64'
3
47'
12'-0'
3
31'
4
33'
13'-4'
3
1 42'
3
1 55'
13'-4'
4
1 30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHORANCHOR ANGLE
SPACING
DBL HEAD
ANCFIOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
12'-0'
6'
5-4'
31501
40'-45'
4'-0'
3150R
40'-50'
13'-4'
6'
5'-4'
315Cs
40'-50'
4'-0'
3150#
40'-50'
NOTES
ENGINEER, \ D0
DAPIA APPROVAL:
1. SEE AD-TD-IXX)1 FOR ADDITIONAL REQUIREMENTS.APPROVED
�.` Q .•''V$T Eq�Occy ;'
BYE
N0. O %
2. SEE AD-ID-0013 FOR UAIDMUAI PIER HEIGHTS REUMED FOR THE LOADS
TABULATED ABOVE
=
5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
INC,
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS WITH 95 1/2'
f�ENE8703571
STAT'= F
��'• �+�`��^�+ps�
��e/
I -BEAM SPACING, 96 11AX1WUIJ SIDEWAl1 HEIGHT AND 6' WAXDIUW SIDE
WAX. EACH SIDE OF UNIT).
�
. 01A4N
OVERHANG (6' OVERHANG
JACOBSEN HOMES
NOTICE: It/!t1 111111�
MSE =E0,F)CATIONS AND DRATANtS ARC
41' C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. BOX 368
m
CRONAL. PROMTARY. AND CGNFiD RAL
MATERIALS OF JMORSEN YANOFACIMNG
PRONDED TO THE
DRAMANG TITLE:
NORM. SPACING TABLES
^
/ \
SAFETY PHO!:ER(813)F726 1138 95
W_ 91CN WATERALS ARE
cFL�(NakvosEau .PPOSFS�IUSDom
DRAWNGNUYBER: AD-TD-0012
34
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX nN AD-ID-0012 IMI: PER AD-M-OU12 TABLE PER AU-IU-0DI2 IAtU PLK AU-IU-DDIL IN&L rtX AU-W-wu uw.c Wv�
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.2
SEE FIGURE Lo FOR ALTERNATE TIE-DOW iMD
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR AC MATS TIE-DOiR 10;[HOD
SEE NOTE 5 FOR
MAXYUM HENBT
ENGINEER D1:af11I DAPIA APPROVAL:
��� C•
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES. ,•� APPROVED BY
2. SEE AD-TD-0012 FOR DUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED.'
�O: •�,G`STE9F ``Z �'.
3. SEE OTHER DETAILS FOR BLDGaNG (PIER) WANTITY AND OTHER REOUIRENENTS. - I. No JAN ii i
4. SEE AD-TD-ODDI FOR ADDITIONAL REWIREMENTS. - EN 870357 -
5. ZONE 2/EXPOSURE 'C': VMAXIMUM HEIGHT _ - INC
ZONE 2/EtPOSURE 'D: 48' MAXIMUM HEIGHT OF ; A R
ZONE 3/DIPDSURE V- 28• MAXIMUM HEIGHT ��'.• 4 k
ZONE 3/EXPOSURE V: 60' MAXIMUM HEIGHT 6.-
i� ��. '•.NOIA�� ��•�•
NOTJ E ''A " .N • •`DR #r DATE: RR LETTER:
JACOBSEN HOMES THESE 5PEQACATIONS AND DRAWA�NtA0 1 00% C.L.Y. 5-19-95
ORIGINAL PRWKTARY. AND CONE MTIAL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF JACOM IIWACIU= FIGURES 1.2 AND 1.3 A
WG SUCH MA04AES ARE PRDVM TO THE
SAFETY HARBOR, FLORIDA 34695 KCPExt Fat SPM R1AFOSES AND Must BE DRAWING NUMBER:
PHONE (813) 726-1138 ITT CONWTIAL AM =TT FROM OTHERS. AD—TD-0013
35
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-SECTION(S)
NOTES: `f;A \ S T E -co F '��i DAPIA APPROVAL•
I. SEE AD-TD-0010 FOR SPACING TABLES _ �O'F�G No. RFO`? APPROVED BY
2 SEE AD-TD-ODIO FOR QUAPDTY OF LONOiTUDIAL TIE-DOMN STRAPS REQUIRED. z ENE8703571 =_
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS _ '• 0 1 5
ON 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS INC
�T� M7Y I I V
NO17CE: DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES
THESE sPEanunar+s AND oRAwNcs AKC.L.Y. 5-19-95
■ ORIGINAL. PROPME7ARY, AND CONFILORAL DRAWING TITLi
„ P.O. BOX 368 MATMALS OF JACOMN MANUFACTURING FIGURE 2.0 H
LNG SUCH MATERA' S Aid PRONGED 70 THE
SAFELY HARBOR, FLORIDA 34695 RECIPIENT FCR SPECFTC P010SES kC WUST BE DRAWING NUMBER: -
PHONE (813) 726-1138 OUT mwwnk AND SEDU Tnww onm AD- TD-0014
0
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE V1EN OF IIAIN FRAME
TIE -DOWN STRAP
SEE 0-I DETAINS
FOR TIE-DOM STRAP
SPECIFICATIONS.
APPROVED ANCHOR %V.DED TO
WAIN I -BEAU (SEE OTHER DETAIL
SEE AO-TD-0200 FOR FOR WELOW) TO BE NSTAILEi
RADIUS CLIP DETAXS AT WN FACTORY.
(REWIRED THIS LOCATO). (WIN. 31501 WMNG (DESIGN) LOAD
AND 47251 ULTWATE LOAD.)
o° GROUNO ANCHOR
SEE OTHER DETALS FOR sm
=1 — ANGLE AND OTHER INSTALLAIIDN NOTES
I
.III�II.
11- FIGURE 2.1
SOLID HEADER (CROSSYEIIBER) FRONT VIEW 3• X 3/4' (= 1/2) . YL'ST BE LOCATED
CUT INTO HEADER 1HN US 5 OF PAIN
FOR STRAP ATTACHMENT. WTHS OF MA
(FACTORY CUT)
71Mt
SEE AO-77-0200 FOR j SEE AD-M-C2DO FOR
RADIUS CUP DETAIL I RADIUS CLIP DETAILS
(REQUIRED THIS LOCATION}, I (REWIRED THIS LOCA-PON).
—1
5• YA>< • I
TIE -DOWN STRAP
SEE OTHER GETAILS
FOR LIE -DOWN STRAP
SPECIFICATIaVS
GROUND ANCHOR*
o SEE OTHER DETAILS FOR SIZE,
° ANGLE AND OTHER INSTALLATION NX _5.
t`\,
FIG LIRE 2.2
NOTFS• _ EER APPROVAL::1•).' DA :A APPROVAL
Er.
I. SEE AD-TD-0010 FOR SPACING TABLES-
Z SEE AD-TD-0010 FOR OUANITY Of LONGITUDIAL TIE-DONN STRAPS REOU:R D.
S-TAT.. ....
I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOLAREMENTS.
4. SEE AD-ID-0001 FOR ADOITAONAL REQUIREMENTS i �`f • _ "
ANCHOR BRACKET AND TL-DOM
DDXES ARE CERTIFIED BY OTHERS
1\071C : DRAWN BY. DA.'. REV. LETTER;
JACOBSEN HOMES T� Q► SPEICA:;ONS M3 CRAVAQ AFC C.L.Y.T6-13-55
ovmAL. rAcpwART. AN) coJMT%l DRAWWG TAU
mArava or JAcOewx mm"AcTmPr- FIGURES 2.1 & 2.2
P.O. BOX 36a Ir SUCH YAFEIKS ME PAo"XD 70 YhE
SAFETY HARBOR. FLORIDA 34695 EVOT ►at 9ECK W&M AWD wST A, ORAWWG NUVBEA
PHONE (8I3) 726-1138 A1r1 coh mem AA7 scuO nm On= AD—TD-0015
37 '
LONGITUDINAL STRAP ATTACHMENT
TYPICA
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL. AND SEALS.
AM CLAMP, MANUFACURED BY
ENGINEERING. PART 159011
�..,..,FACTURERlS INSTRUCilONS FOR
COMPLETE INSTALLA110N DETAILS)
PROVED EY
i-H INC.
MANUFACTURED HOME
Cl ION AND SAFETY STANDARD'S
NOTICE: DRAWN BY: • . DATE: REV. LETTER:
'JACOBSEN HOMES THESE SPEOnCATIONS AND DRAWINGS ARE M.T. 6-12-01
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:
MATERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 369' INC SUCH MAIERIALS ARE PROVIDED To THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR. FLORIDA 34695 REOPOU FOR gEmc PuRFosEs AND MusT BE DRAINING NUMBER:
PHONE (727) 726-113e HUI CONFTOENTIAL AND SECABT FROM OTHERS AD— TD-0016
38
ADDENDUM
OFFSET
UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
(+�
MIN.
WIND ZONE II
WIND ZONE III
CITY.
Ek END OANGLE
ANCHORY.A
Ek END O
an
ANGLE
FLOOR
WIDTH
EA SECTION
MIN.a
EA. SECTION
IAII s
10'-0'
2
44'
2
56'
12'-0'
2
57'
3
42'
13'-4'
3
38'
3
5T
VERTICAL TIE—DOiYN
/ FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
SPACING
DBI HEAD
ANCHOR ANGLE
SPADxc
DO HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
Low
LOAD
10'-0"
12'
4'-0'
31501
4T-50'
4'-0'
31501
40'-50'
12'—D"
12"
4'-0"
30001
40'-50'
4'-0'
31501
40'-50'
13'-4'
12'
5'-3'
31501
40'-50'
4'-0'
30001
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND
ZONE III
FLOOR
Y.
ANCHOR
UK OTT.
ANCHOR
WIDTH
EA.k END OF
END
EA SECTION
ANGLE
MIN. a
EA.D OF
EN
EA. SECTION
ANGLE
ulrt e
O
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
SPACING
DEL HEW
ANCHOR ANGLE
SPACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
10'-D'
12'
4'-0'
3150#
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
40'-50'
2'-8'
3000j
40'-50'
NOTES:
°N��ftVAbQF'k A
i(5`'D BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING
BEYOND THE ENDWALL OF
�r
F
,•'\S T �'' . �j.
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCEG
�7'•,
0
WITH THE TABLES
ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
. F. _ . -
S E P 9 15
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING
TABLES (AD-TD-0010).
INC.
2. SEE AD-M-0001
FOR i.DDITIONAL REOUIREMENTS.
'n �; / cc
q61-
3. SEE AD-M-0021
ABOV
FOR MAXIMUM PIER HEIGHT REQUIRED FOR
THE LOADS TABULATED
�p,i•,•l�9I ' ``��:` FED
�,••�)Q\� .•''�` ``��
�'s CO
RAL MANUFACTURED HOME
STRUCTION AND SAFETY STAND
�C��
JACOBS'EN HOMES
NOTICE: ''eau,
THESE SPECIr1CADONS AND DRAWNLS ARE
Ail" ` R.R.
DATE 8-27-96
REv. LETTER
P.O. BOX 368
C(DCINAL, PROPPJETARY• AND Wl"DENTML
MATERIALS OF JACOBSEN MANUFACTURING
DRAWING TIRE:
OFFSET SPACING TABLES
Q
ILJ\
m
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-11M
K. S41ON MATEMALS ARE FRONDED TO THE
REOMI rOR SPEClX PURPOSES AND WA BE
PUT CWMI'.AL NO SECRET rROU OTKn
DRAWING NUMBER
AD—TD-0020
:DS.
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 KMOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
ANGLE ANGLE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TFE-DOVK IMMOD
ITANIS ON rim -WO DO NOT APPLY
M MR STANDARD INLTF-WIDE SECTIONS
OF THE UNIT -SEE NOTE 1. AD-TD-0020.1
TIP. FLOOR SYSTIN= TV. CROSS -NEARER
ANCHOR ANGLE ANCHOR ANGLE
FIGURE 3.2
HIM- ALTERNATE TIE- DOWN NETHOD
NOTES:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). `-Q•Q�G� No Ac�oF2 APPROVED BY�
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. ENE8703571
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. _ H`
4. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS. I�
5. ZONE 2/EXPOSURE 'C': 44" MAXIMUM HEIGHT �� ,� •,• �� ��
�.� ��%�� �`+,':••�� I�xms++t�TrswoyHoo
ZONE 2/EXPOSURE 'D': 24" MAXIMUM HEIGHT (32" ® 24' WIDE MIN.)
ZONE 3/EXPOSURE 'C': 32: MAXIMUM HEIGHT/�iS,QNaL�tE
ZONE 3/EXPOSURE 'D•: 32MAXIMUM HEIGHT (44" 0 24' HIDE MIN.)
NOnC&- DRAWN BY: DATE REV. LETTER:
JACOBSEN HOMES THESE SPECFICATIONS AND DRAWINGS ARE C.L.Y. 5-11-95
ORIGNAL, PROPRIETARY, AND CONFlDQHTHAL DRAWING TITLE
❑■ P.O. BOX 368 uATEHIALS OF JACODSEIT MAPUFACTURING FIG. 3.0, 3.1 & 3.2
�„� INC. SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECPQTT FOR SPECFIC RRPM NZ MUST BE DRAWING NUMBER:
PHONE (813) 726-1138 KEPT CONFIDENTIAL AND SECRET nu OTHERS AD-TD-0021
40
O
e
ADDENDUM
ALTERNATE OFFSET UNIT TIE—DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
�1a1uuLlrurrr
NOTES:
``E� E� UV �Oi���'
DAPIA APPROVAL
TABLES (OFFSET SECTION ONLY).
�O ,•��\SEER •. F
APPROVED BY
1. SEE AD-TD-0020 FOR SPACM,
TIE REODIRED.
Q Fo.Z .
No.,
2. SEE AD-TD-0020 FOR OOANITY OF LONGITLIDIAL -DOWN STRAPS
(OFFSEY SECTION ONLY)
h'E8703,571 -
1 5
3. SEE OTHER DETAILS FOR BLOMNG (PIER) QUANTITY AND OTHER REOLIM3.4mm =
I^ ,�
I v
' =
4. SEE AD-TD-0001 FOR ADDITiCf:Al REQUIREMENTS.
•, T.
,LXWt�AeJACT/EUNiE
JACOBSEN HOMES
NOTICE
THESEsKO1CATIONSAND ORAMNGSARE
DRAWN BY:.
C.L.1'.
DATE:
5-11-95
REV. LETTER:
P.O. BOX 368
CRONAL PROMUARY, AND CO4iT TL*L
MATERIALS OF JACOBSDI LIM"ACTLiaNG
/ \
NG TI
DRAMTLE:
FIG. 4.0
SAFETY HA.R-c CR, FLORIDA 34695
m PHONE (8T3) 726-1138
WL S KH NATEW S ARE PRW= TO THE
RECPOR Fa TECFIC PJMO MO WSE K
PUT CDWMTAL AIO "saIET ma oTNtTiS
'H`
DRAWING ►UMBER:
AD—TD-0022
41
ADDENDUM
C��gs SPACING TABLES
ALTERNATE UNIT TIE -DOWN �j.
it C & D
ZONE II & III/EXP.
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
PdND ZONE II
IYIND ZONE III
YIN. Ott.
ANCHOR
YIN.CITY.
ANCHOR
\�+1'
r v
FLOOR
EA ENO
N
EA. END OF
ANGLE
S�tY.
WIDTH
EA SECTION
YIN.. B
EA SECTION
YIN. B
O�
2'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4
2
50'
2
67'
3
W.
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
ANCHOR ANANGLESPADNG
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900#
20'
24'-0"
12'
4'-0'
37001
20'
4'-0'
1 3950#
20'
254
12'
6'-8'
40D0
15'
4'-0'
3950#
22'
26'-8'
12'
6'-8'
1 3950
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTT.
EA. END Of
ANCHOR
ANGLE
YIN. OTT.
EA. END OFANGLE
ANCHOR
�
W1OTH
EA. SECTION
YIN. A
EA. SECTION
MIN.. A
1
20'-0
2
50'
N/A N/A
24'-0-
2
70'
N/A N/A
25'-4"
3
42'
N/A N/A
P6"_8•
N/A
N/A
N/A N/A
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
D8L HEAD
ANCHOR ANQE
SPACINGLOADANCHOR
DEL HEAD
ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LDw
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
254
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
40001
N/A
N/A
N/A
NOTES:
ENQNf�E$' PR�IALDO '`�//,
FQ �'�,,
DAPIA APPROVAL
SEE FOR ADDITIONAL REWIREIIENTS
�.``� ••.
.`� O •' r,\STrRF . (4`2 �i��
_ _ .. _. _ :• .
1. AD-TD-Oool
2. SEE AD-TD-DO31 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
E;\E8703571
ABOVE.
3. 20 NADES -82' MAXIMUM I -BEAM SPACING ONLY.
' ✓
�'-r.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
n ...
�'
knc �nrrr
,9Rf+w1+'
C.L.Y.
DATE:
6-13-95
REV. LETTER:
JACOBSEN HOMES
THESE snancA110Ns AND DRAMrRARES A
ORANANG TITLE:
ALT. SPACING TABLES
ORIGINAL PROPKIARY. AND CONrIDfl M
MATERIALS OF JACOM MANUFAC""
.� P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
INC, SUQi MAIERIALS ARE PRONGED TO THE
R[OPIENT FOR SKIT PJV00 RID NMST BE
DRAVANG NUMBER:
AD—TD-0030
PHONE.(813) 726-1138
huT cmm+Tm Arm sEcRET mom ones
w.
42
,w
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM(S)
SE NOTE 4 FOR
MA= HEIGHT
FIGURE 5.0
4' MAX. NM SEE FIGURE 1.1 FOR RECOMMENDED TX-DOTN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN COhnGURATION A STYLE CREST PRODUCTS MODEL 57SH ('TYPE 21 AUGER ANCHOR M A DESIGN IDAD (TORIONG IDID) RATING OF
4,000 POUNDS AND AN ULTIMATE IDAD RAZG OF 6,0D0 POUNDS MUST BE USED. AN EQUIVI.A1iT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN UEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE -DOWN METHODS SHORN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V, HOWEVER, BY
1. SEE AD-TD-0001 FOR ADDITIONAL P.EOUIREMENTS.
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -SEAM THE MAX
2. SEE OTHER DETAILS FOR BLOOGNG (PIER) OUANTITY AND OTHER REOUIREMENTS.
HEIGHTOFFTHEGROUNDISEDUCEDE SEE DETAILS FOR THE
SR GREATLY
ETHODS NSTALLTIE -DOWNS
RECOMME3.
FOR FIGURE 5.0 SEE ALTERNATE TiE-DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 2/EXPOSURE 'C': 3r. MAXIMUM HEIGHT
``gN��PPROVAL�I;
DAPIA APPROVAL'
ZONE 2/EXPOSURE V- 27' MAXIMUM HEIGHT
30' MA)UfJu HEIGHT
�� U '`1STEy' `'!� �i��
='� •-• _
ZONE 3/EXPOSURE'C'-.
ZONE 3/EXPOSURE V: THIS APPLICATION IS NOT APPLICABLE.
$
� `2� N0. :� ••
,^ --,
ENES70��7T
,�_
_
'
-
NOTICE "U I11
' ORAWN BY:
C.L.Y.
DATE
b-13-95
REV. LET:
TER
JACOBSEN HOMES
TKSE sPEanunONs AND DRAwNGS ARE
MONAL. PROPRIETARY, AND CCHnDfNTUt
NATERIAIS OF JACOBSEN MANUfACIURING
DRAWING TITLE:
FIG. 5.0
m
P.O. BOX 368
W_ SUCH NA1:Rws ARC PROM D 70 THE
SAFETY HARBOR. FLORIDA 34695
REOPO:T FOR SPEOi1C RRPOO AND MUST BE
DRAWING NUMBER:.
AD-TD-0031
PHONE (813) 726-1138
IVT CCr WrOL Ara s;UET n= OMM
43
�f
ADDENDUM
M�5 �•,• Apf�� VA°(t1•T� g�a� U
��f,0°
" C�ORS ALT. OFFSET UNIT TIE-DOIVN SPACING TABLES
6'
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
gal
MIN
WIND ZONE II
WIND ZONE III
FLOOR
YIN. OTY.
EA END OF
EA. iCnON
ANCHOR
ANGLEEA.
YIN..9
MIN. OTY.
END OFANGLE
EA SECTION
ANCHOR
YIN.. 6
Q
20'-0'
N/A
N/A
N/A
N/A
24'-0*
2
42'
2
53'
25'-4'
2
1 45__t
2
58'
26'-8'
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANQE
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"
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*
4000#
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
MIN.
WIND ZONE II
WIND ZONE III
MIN. OTY.
ANCHOR
UK OTY.
ANCHOR
v
FLOOR
WIDTH
EA END OF
A
EA. END OFANGLE
EA SECTION
YIN.N. B
EA SEC110N
MIN..B
20' -0'
N/A
N/A
N/A
N/A
24'-0' 1
2
60'
1 3
45'
25-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL 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'
3'-8-
40001
20'-30'
2'-8-
4000#
20'-30'
254
12'
4'-0'
40001
ZV-30'
3'-2-
40001
15 -30'
26'-8'
12"
4'-0"
40001
25'-30'
3'-2'
4000#
25'-30'
O S:
ENGINEER �
R ��►gJrllrr)l,,��'
DAPIA APPROVAL
� C Do,,"",*
" CO �4I,PPROVED
BY
1. OFFSET SECTION MTN THE MARRIAGE LINE WALL WENDING BEYOND THE ENDWALL OF
�`� ��\v ••
.�ci% E
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
1YTH THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECnON(S) ARE TO
/�F�'.�
; ;Z No. O '
JUN 1
DE TIED DOWN IN ACCORDANCE WITH THE ALT. SPACING TABLES (AD-TD-0030).
= E rQ%
Al
A ,�
Iv
2 SEE AD-m-oaol FOR AoanaNAl REOUIREMENTs
' ST1 �T ^ : 1
`1L _::�mt
co : •. • ;:.• w'" SrNowoe
3. SE-ID-0033 FOR MAAMUM PIER HEIGHT REOIARED FOR THE LOADS TABULATED
i�� Qom •. � �� �y.�. ''a1�. ;�
i
JACOBSEN HOMES
THESE SPEaFICAY ANDDRATAN ' ':
nq,
11g11,1aaaaa C.L.Y.
DATE:
DATE. 5-30-95
REV. LETTER:
TITLE:
ALT. SPACING TABLES
P.O. BOX 368
LHE
ORIGINALPROPRIETARX AND CDOWTuL
MATERIALS OF JACOBSEM MANUFACTLRDIG
SAFETY HARBOR, FLORIOA 34695
PHONE (813) 726-1138
PROYM TO THE
OM RIALSAW SES NO MIST K
REEENT FOR SPhER
PUT CDNWnk AW SECRET rKM ontTs
DRAWING NUMBER:
AD-TD-0032
44
PVCO F.
T,�►5"Otµal � ADDENDUM
1 c cup1110s ��(_
ALTERNATE
TIE -DOWN SYSTEM
TYP. CROSS SMON(S)
SHOWING TIEDOWNS
A4G E ANGLE
FIGURE 6.0
SEE MUM 11 FTIR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
MAXIM HEIGHT
(TAAB ON AD-M-M MM APPLY
TO INFg STANDARD IAATI-ICE SECTID6
GF THE UNIT -SEE NOTE 1. AD-11 -00121
TIP. BOOR SISTEM-, I TIP.
ANCHOR ANGLE ANCHOR
FIGURE 6.1
SEE FIGURE 12 FOR RECOMMENDED TIE -DOTAL METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TIE-DOIi1 CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TO A DESIGN 10AD (TORKM IDAD) RATING OF
4.000 POUNDS AND AN ULTIMATE IDAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIVIANT ANCHOR MEETING THE ABOVE SPECQICATNTNS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LLN OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER RETAILS FOR BLOOIONG (PIER) OUANRTY AND OTHER REOUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL DE -DOWN SPACING TABLES (AD-TD-DOIO).
(ALSO SEE AD-TD-0020 AND LID-TD-0011)
5. ZONE 2/EXPOSURE 'C': 32" UAX14UM HEIGHT
ZONE 2/ETPOSURE 'D': 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24- MAXIMUM HEIGHT
ZONE 3/EXPDSURE 'D': 28- MAXIMUM HEIGHT
THE ALTERNATE DE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL TYJID ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D'. HOWEVER, BY
INSTALLMG THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOHOAENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
C. DqF
No. RFo FZ
CAICQ7!17G71 :
STWAF- OF
PPROVED BY
NIPINC5
:N.lai:a v� w[Tts•.No4q
JACOBSEN HOMES WISE 5Ruro DIALLING$/'APB j a11111 ('", C.L.Y. DATE 5-30-95 REV. LETTER
m
OIIONAI. PROPWETART. AND CamlMT1AL DRArN7G DTLE:P.O. BOX 368 MATERIALS OF JACOBSEN MAMAFACT"G TNE FIG. 6.O & 6.T
SAFETY HARBOR. FLORIDA 34695 REOW FOR �� NO 1ST BE PHONE (813) 726-1138 Parr CONFIDENTIAL AND moo m OnHD25. �AYANG NUMBER: AD-TD-0033
Jj
45
ADDENDUM
ALTERNATE TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
LAIN.
W'ND ZONE II
WIND ZONE III
MIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
FLOOR
WIDTH
EA END Of
AN
Eel END OF
ANGLE
1�
EA SECTION
YIN.. B
EA SECTIONWKN.
B
12'-0'
2
43'
2
55'
2
50,
2
68'
l0
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MN.
MAX.
WIND ZONE If
WIND ZONE III
SPAONG
DO HEAD
LOAD
ANCHOR ANGLE
SPAONG
DELL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
6'
4'-0'
37501
20'
4'-0'
39001
22'
13'-4'
1 6'
1 5-4'
38501
25'
1 5-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
LAIN.
WIND ZONE II
WIND ZONE III
MIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
FLOOR
WIDTH
E END OF
AN
EA. ENDANGLE
EA SECTION
YIN.. B
EA SECTION OLI
MIN. B
0
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'4
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPAONG
DEL HEAD
low
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
4'-0'
39501
25'
2'-8'
3930#
20'
13'-4'
6"
4'-0'
39601
25' 1
2'-8'
4000#
30'
THIS ALTERNATE APPLICATION REQUIRES„114,L000 POUND ANCHORS
NOTES
ENGI`1Ek,%l \PRC0kL DoF 11,
DAPIA APPROVAL
I. SEE AD-TD-ODOI FOR ADDITIONAL REOUIREMENT5
`0G�STEq ' ;
NO �O
APPROVED BY
2 SEE AD-M-0036 FOR MAX" PIER HEIGHTS REOUIRID FOR THE LOADS
TABULATED ABOVE
"'
_ • ENE8703571 =
�.
.1 5 19
7-A
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDETWALL NOT FRONT OR REAR.NI
•
�(
I
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144" FLOOR WIDTHS WITH 95 1/2'M
I -BEAM SPACING, 96" MAMMUM SIDEWALL HEIGHT AND 6' MA)M SIDE
% �Q •'•. � 9_` � =
��``
L�.^
0
act s I V
�
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
.. .
JACOBSEN HOMES
NM AXI) •rr;
r�ESE sP¢ar1CATIDNs AND oRArxcs ,,W
pq�1111 :.
C.L.Y.
DATE
5=30-95
RL"V. LETTER
DRAWING TITLE ALT. SPACING TABLES
P.O. BOX 368
„
MOINAL. PROPWARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUURI FACTNG
A
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
An PROM10 TO THE
REWaF RASPE�CIIC Rt MO 107 BE
IVT Cd6DF R& APO SE00 fl= OTHERS
DRAWING NUMBEIC
AD—TO-0040
000*
4000�
Rvg0 ADDENDUM
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE —DOWN SYSTEM
MOLE MOLE
FIGURE 7.0
SEE FIGURE L3 FOR RECOMMENDED TIE -DOWN METHOD
IMPORTANT NOTICE:
SEE NOTE 4 FOR
MAXWM HDINT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TRH A DESIGN IDAD (WORKDC IDAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RAIN OF 6,OD0 POUNDS MUST BE USED. AN EQUIYIJIHT ANCHOR MEERNG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
THE ALTERNATE TIE-DOMN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
WAND ZONES AND IN BOTH EXPOSURE 'C• AND EXPOSURE V. HOMEVER, BY
INSTALLING
INSTALLING THE FRAME TIE-DONN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
2. SEE 07HER DETAILS FOR BLDCIONG (PIER) QUANTITY AND OTHER REOUIREMENIS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-0035).
RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DONNS
4. ZONE 2/EXPOSURE 'C: 38• MAXMUY HEIGHT
ZONE 2/EXPOSURE
ENGIHEE�dM ////
OAPIA APPROVAL:
ZONE 3/EXPOSURE C': 28" MAXWUM HEIGHT
ZONE JosuRE i)': 2B' YAXIWY HEIGHT��?
�/
APPROVED BY
0
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
^
riEa
1
•- =
LN15
JACOBSEN HOMES
THESE sP£�� � DRAUNIS/
c.L.Y.
°ATE 5-30-95
�" . LEnm
P.O. BOX 368
Mir
RRONAL PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
9" MATERIALS ARE PROND To MBE
�`
DRAWING TITLE.-n
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
CW fCR wo NO K
INEPT O NI10 R& AND SECRET FIM CTIERS
/!
DRATFWG NUMBER
AD—TD-0041
47
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL 'B'
SEE DETAIL
DETAIL 'A'
IUCKLE WITH 31501
Y MINIMUM (DESIGN LOAD)
DETAIL `B'
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CUP
(SEE AD-TD-0200) OR
C
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PROTF-G;QAN.AT LONGITUDINAL TIE CONNECTIONS ALSO.
ST/(�,''',,,�
NOTES: DAPIA APPROVAL:
Q No. ° APPROVED eY
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET = oca •: = I,6V,
THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS % STATE OFNIP
WHERE THE ANCHORING SYSTEM REQUIRES THE USE I
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). '�',��F.� IA�P ����� R4RNRALAw0FACtuRFDt>otrt'
SOON ��`� ' III z 0D RWTIONAw
ME D AND F1 FlED OTHERS NOV 2 4 1998
NOTICE` . DRANN BY: DATE REV. LETTER:
J AC O B S E N HOMES THESE sPEQF1CATMS ANO DRANNCS ARE M.T. 11-18- 98
MONAL. PROPRIETARY, AND CONFUEHTUL DRAWING TITLE: MISC. TIE -DOWN
B
P.O. BOX 368 MATINALS OF JACOBSEN UANUFACTURNC
SAFETY HARBOR. FLORIDA 34695 INC SUCH UATETMALS ARE PROVOM TO TFE
PHONE (813) 726-1138 FfCPI T FOR SPEECF)C SrnND U Ts R E DRAWING NUMBER:
KEPT AD-TD-0050
48
ol
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE .II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
�O
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
U►+. an.
Ell END OF
EA. SECTION
AN013R
ANGLE
YIN. B
lnrl OiY
EA DO OF
R SECTION
AN010R
ANGLE
UK B
364
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZO!4E II
WIND ZONE III
SPAONG
DSL KAD
LOAD
114M ANGLE
SPACING
DEL HEAD
LOAD
ANCH001 ANGLE
30'-8'
6'
6'-9'
3150
41-46
5-5'
3150# 1
44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
�0
MIN.
FLOOR
WIDTH
WIND ZONE ll
WIND ZONE III
unt Orr.
Ell END OF
R sEcnoN
AH010R
ANGLE
4ml e
uuL GTY.
REND OF
R sEcnav
AN01Ut
ANGLE
uuL e
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
sPAaHc
DBLOAD
ANW ANGLE
SPACING
D LOAD
ANaIOR ANGLE
30'-8'
6'
4'-6'
46-50
4'-0'
31501
49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF. CALLS
NOTES:
1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED ABOVE
�,pp1t11111111,,,,,
EI`0. ' .. ��l ''i,�i
`� C7 : ' G\STER •.• ,�
:'e`� No. Fo=•.
910334
ooe
DAPLI APPROII .. nM/ii� 0 S W
APPROVED BY
CT.4TE OF'
.ice•. �`
,. D `. �
INC.
ROFI1Fl wio/KINIFD�PE
0S4TRUCIA71Y0TAFc7Tf14M1I0f
mpr
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
NOTIC
sPEananoNs AND DRArrNcs ARE
ORIONAL. PROPRIETARY. AND ma�oENnK
MATERIALS OF JACOBSEN YANIliAC1URIN0NORM.
NG 9XN MAIETil1TS ARE PRONDCO 10 iFIE
nPPI COIL 04M µ0 SKCFIC 05Rom 0�
AWN BY:
M.T.
DATE
2-8-99
REM. LETTER:»ESE
DRAYANc nnE:
SPACING TABLES
DRAMING NUMBER
AD—TD-0070
Lj
49
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE EL EMON
SHOWING TIE —DOWN SPACNGS
MAX PER AD-TD-0010 TABLE PER AD-TD-00 TABLE RE AD-0-0010 TABLE FU II0--1D--WI0 IABIE PFR AO-W-0010 IMU MAX
TYPICAL. CROSS SECTION
SHOWING TIEDOWNS
SET ARM HE
pIgQIt
�pA�D
(y
HOME TYP.I
FIGURE 10.0
SEE FIGURE 20 FOR ALIMATE M-DOWN WHOD
FIGURE W.1
SEE FIGURE 5.0 FUR ALTERNATE IIE-DORT K=D
NOTES:
1. SEE AD-TD-0070 FOR SPACM TABLES,
2. SEE AD-TD-0070 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLO0W (PIER) QUANTITY AND OTHER REOUIREIIENTS.
4. SEE FULL ADDENDUM FOR ADDLTIONAL REOUREMENTS.
5. ZONE 2/EXPOSURE V: 56" MA)QMUM HEIGHT
ZONE 2/EXPOSURE V: 40' MAXIMUM HEIGHT
ZONE 3/EXO'05URE V: 56" MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 40' MAXIMUM HEIGHT
Tm
3 flu"
NOTE 5 FOR
�j MA)01W HDfiIT
R ANGLE — 4 -t
WINOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
C •V 41 f 1, e;11- ? /, /&
Q N0.
910334
-a • STATE CF :�cu�
�9 •'. P.'N� c
..�"i��
JAC O BS EN HOMES I = SK0F=T� AID DRA11M S
OfOCINAL. PROPNEURY. AND CONF�FIiTML rORAN
„ P.O. BOX 368 MATE"ALS OF UCORSEM MAMJFACIURREG
NC. 9" MATERAIS ARE PRDVOED ro TK
SAFETY HARBOR. FLORIDA 34695 REOPDR FOR SPECFIC PLRPM AND MAT BE
PHONE (727) 726-1138 1 KEPT Ln"MK " IMU FROM ODUIS
APPROVED BY
O�NrPINC.
MOM YUAIi►cNfED NOW
CaNSnwlmwsk%- Y51M
jm is 6 _mi
M.T. DATE. 3-1-99 RLv. LETTER:
FIGURES 10.0 AND 10.1
AD-TD-0071 .
50
ADDENDUM" gas
0 1G� 0 3
NORMAL TIE -DOWN SPACING TABLES 0 &.
ZONE 1
II & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE d
WIND ZONE 01
k. QTY.
EA DOD OF
EA SECTION
AN
ANGLE CIi
MIN. 0
A.
EA DO O �
EA.
ANCHOR
ANGLE
FLOOR
WIDTH
to
.
SECTION
M 9
15'-4'
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WIND ZONE II WIND ZONE IU
FLOOR SAVE
WIDTH OVERHANG SPACINS D oWA ARM AN'1E SPACING O HE ANCHOR ANGLE
15'4
6' EACH SIDE
V-10'
40-46
5'-6'
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE II
HIND ZONE III
FLOOR
CITY
AN
YDL
ANCHORANGLE
WIDTH
EA END OF
k
ANGLE
ANGLE
ID O.
EA EN) OF
AHfiE
�0
EA SECTION
MIN. B
EA SECTION
LON. B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DR. ICAO
LOAD
kx" ANGLE
SPACING
0
ANCHOR ANGLE
LOAD
154
6' EACH SIDE
4'-6'
31501
42-50
4'-0'
31501
44-50
VVINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS.. • yi - 9 2 . G! - 172
NOTES:
ENGINk ov "Ile
DAPIA APPROVAL-W 0
I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
•rj��
X •\STE
�' G RF •'•
2. SEE AD-TD-0073 FOR MAAMUM PIER HEIGHTS REQUIRED FOR THE LOADS
�'
'•Q� No
APPROVED BY
TABULATED ABOVE
910334
I MAX. SAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
7i
•. OF �
4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS VATH 95 1r2'
I -BEAN SPACING, 96'
-o STATE
y T '
''.��.<`•• P' •
INC.
MAAMUM SIDEWALL HEIGHT AND 6 MAXIMUM SIDE
OVERHANG (6. OVERHANG MAX EACH SIDE OF LINT).
S► • ••
i
rb
JACOBSEN HOMES
NOTI T11j
THESE SPEOnCATIONS AND DRAWINGS ARE
�� BY:
M.T.
2-8-99
REV. LETTER:
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
Nc
CRIONAL PROPPoETARY. RM CO MNTIAL
MATERIALS OF 44COOSEN MANUFACTURING
INC SUCN UA�� ARE PRomDED To THE
DRAWING
DRAWING TITLE:
NORM. SPACING TABLES
PHONE 727
( ) 726-1138
RECIO+T fCR SKOrC PURP , AIO WST BL
LNTTA
MPT CWDL AND SECRET rTtDU OTHQtS,
NUMBER
AD—TD-0072
51
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-ID-0012 TAKE PER AD-TD-0012 IALE PER AD-TD-0012 TW FU AD -ID --WIZ [Mi PER AD-1-WR IMU MAX
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE V.-DOWN ME(NOD
s SEE NOTE 5 FOR
MAXIMUM HEIGHT
N
MGLf
FIGURE 10.3
SET AHOHOR HEAD
N FRAI � WINDZONE III
OF HONE (11P.)
110 MPH
SEE FIGURE 7.0 FOR ALTERNATE 11B-DOWN WHOD 20 PSF ROOF
10 PSF D.E.
REF. CAL CS - q 2 . G 9 2 • (46
.,.NTttnttTtttu..
NOTES: EN0.1r1773,�?PIIFWAC �[ �%!t` '�i��� DAPIA APPROVK
C��••'H;'�STEq •. �! 1. SEE AD-TD-0072 FOR SPACING TABIES AND NOTES APPROVED BY
z : 'Q� No. �0 '-
2. SEE AD-TD-0072 FOR OUANITY OF LONUTUDUL TE-DONN STRAPS REOUFiED. .910334
1 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIIEMENTS. �.� . *
= ON 14
4. SEE FULL ADDENOtN FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/FJPOSURE V: 56' MAXIMUM HEIGHT �'.• STATE OF : �sy ZONE 2/E1a'OSTIRE V. 56- MAXIMUM HEIGHT O�;'•, / �1Q INC
V�r
�.
ZONE 3/DFORK V- 56' MAXIMUM HEIGHT OI A ,. ��j' Z/ t1asl.IawAlotrm+TA+o.a
ZONE 3/0POSIIRE V.- 56- MAXIMUM HEIGHT
JACOBSEN HOMES NOTICE M.T. °A 3-1-99 REV.L>TTT
THESE SPECJF1CAl10N5 AND ORA GS ARE
ORMAL PROPRIETARY. AND CCf110ETI11AL DRANTNG TITLE:
„ P.O. BOX 368 MATERIALS OF JkaX R MAKWACMIFIC FIGURES 10.2 AND .10.3
W.SUCH MATERALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 RELTPIENT FOR SUM PtlRPM AND IAIST OE DRAWNG NUMBER
PHONE (727) 726-1138 PM CONEDxITRu. AND SECRET FROM OMER& AD-TD-0073
ADDENDUM
�g�5
OFFSET UNIT TIE -DOWN SPACI NG TABLES 1
11'
ZONE H & III/EXP. C & D 110
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WWD ZONE II
WIND ZONE III
FLOOR
MR. OTT.
ANCHOR
WL CITY.
mm
WIDTH
Ell ETD ON
Ell END of
Eti SECTION
oN
� e
EA sECAON
ra
L e
12'-0'
3
4i
3
61'
IS-4'
2
54'
4
3
41'
15-4'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE III
WIDTH
OVERHANG EAVE
LOAD ML WA LOAD
AIIG}GOR ANGIE
SPAIIGG
�
ANCHOR ANCiE
12'-0'
12'
T-0'
31501
40'
4'-0'
31501
39•
13'-4'
12'
T-0'
31501
41-
4'-0'
30001
40'
15-4'
If
5'-0'
31501
43'
4'-0'
30001
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
FLOOR
► K OTY.
mm
MK QTY.
ANCHOR
WIDTH
EA. END aF
OF
to SEC
�
� J
t7l SECt10N
IL
1/1 9
EA SECTION
ILL
t e
12'-0'
4
45'
4
60'
13'-4'
3
45'
3
60'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WIND ZONE 0
SPACING
In
Mau AruiE
PAW
WL WA
In
ANm ANGLE
WIDTH
OVERHANG
12'-T
12'
4'-0'
31501
40'
S-0'
30001
3w
IS-4'
12'
4'4'
30651
41'
S-0'
=1
39'
15-4'
If
4'-Cr
30651
43'
3'-0'
=1
41'
NOTES: if - e4LZ5, C-sv- 1-6 SON'- f6,I2-
ENGINEER !PPjiQN1Ea-
1. OFFSET SECTION NTH THE MARRIAGE LINE WALL EZTENDW BEYOND DE ENDWALL OF
r
��`'+1`M v • Dp�O•i+der ! 7 �S
THE ADJACENT SECTION IAIST DE TIED DOWN AT THE MAMAGE LINE N ACCORDANCE
�`� ��.::'1 Y�FIG`'••.�� ♦
G�' �y �,� '�D BY
NINTH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
; :
BE TIED DOM IN ACCORDANCE NTH THE NCINAL SPACING TABLES (SEE AD-TD-0010
• JUN
'
FOR 12'-0• E IS-4-LADES, AND AD-1D-0070 FOR 15-4' LADES}
2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
: # SA 8 1� +
�: C•
INC.
I SEE AD-TD-0081 FOR MAMILIM PER KMT REQUIRED FOR THE LOADS TABULATED
ABOVE
•J a` �� `�I
•. ORVDI;--'0-10 HOME
L MANUFAMRED
JACOBSEN HOMES
OITnmm
nm smaAcNm DRY
%` 1.T. DATE 6-8-04
�M
'. P.O. Sox 369
.
aGKK, PINNUARY,
K W r„L W
oRANNc nnE:
OFFSET SPACING TABLES
pAVINO N� AD— —OOBO
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
KMW FM V= FROMM
I�t tUMN�FNOAL CID smKl
53
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWNG TIE —DOWN SPACINGS
FIGURE 11.0
510; FiM 4.0 FAR aL'[ MS 72-DON METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 RR
M olm 'E"
[T90 ON AD-ID-M pO ROT AMY
M IM STHMM Mud -ME SQ oaa
OF lE 1MT -SM NOE % AO-m-Mml
PIP. float ST31EN--7
�- -- wo A A — (q 1.1— AlOfat NKKIEE
FIGURE 11.1 �-
SIM HIM 6.6 FOR 1LZffi m m-low so
NOTES:
1. SEE AD-1D-0060 FOR SPAM TABLES (OFFSET SECIION OPLYJ
2. SEE AD-1D-0060 FOR OUANTY OF LAN(iTUOIAI TE-DOMM STRAPS REM10.
(OFFSET SECTION ONLY)
3. SEE OTHER DETALS FOR BLOCKING (PER) QUANTITY AM OTHER REOt1IW"TS
4. SEE AD-V-0001 FOR ADDITIONAL REWFOIENTS.
5. ZONE- 2/0FOSLK V: 48' MAXIMUM HEIGHT
ZONE 2/EXPOSZIRE 1) : 40' MAXIMUM HE GHT-36' FOR 12'-0' WME UNITS
ZONE 3/EXPOSUItE V: 48' MAXIMUM HEIGHT
ZONE 3/0POSK V: 4T MAXILRNI HEIGHT
TIP.
ANM &W--M
�C g uC4 l`J.G I
FIGURE 11.2 7.oa
6.1 FOB AM28 9 =-DOE K=D
AI- AAA E At1.2
v1 v p
,9
�Entn t4
, APPROVED BY
re
•e
JUU1 d � �
w-PINC.
DHOME
TY STANDARDS
JACOBSEN HOMES
NOnC&. 'r A
gm 9,EotFTcl►TI G Aw 1x+Aw"s AK
:.: A"W. M T.
DATE: 6-8—D4
REV. LETTER:
Ellwl
MM04 PRWFETAW, M COFFDF TK
1A1°LS OF JAMEN YNA1FAC"' 4
ORAWG T11IL
FIG. 11.0, 11.1 & 11.2
A
V
P.O. BOX 3se
le20 MMA11 UB ME PROMO® TO TIE
SAFETY HARBOR, FLORIDA 34695
IiCFE11T Fat 9E'ii1C PIAHPM NO MIST EE
GUM
DRANINC NUMBER:
AD-TD-0081
PHONE (727) 726-1138
MFPT can MRK AID SETXIfT FROM
GA
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD-TD-0080 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-ODSO FOR OUANITT OF LONOTUDI& TIE-DOM STRAPS REQUIRED.
(OFFSET SECTION ONLY)
I SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AO-70-0001 FOR ADDITIONAL REQUIREMENTS.
SEE CfJLGS, ,�G.
J
- SECTION
:'STEW
�`� No. a
910334
-o STA i � w
�ti �n�_•`"� ram'
STRUCTIOIN ANID SAFEI Y S IA 10.11h;lS
KV
JACOBSEN HOMES IKSEspEcmnDNSMDDOAVINISAM DRAWN BY. R.R. DATE. 5-9-01 'LETTER.
K RrAAL PROPRETARY. AND OMnDDIBAL DRAWING TITLE:
vAIERIALS OF JACOWDI MANWACAMNO
P.O. BOX 368 W_ SUCH NAlUKU ARE PROVIDED 70 rdE FIG. 1 .0
SAFETY HARBOR. FLORIDA 34695 A"011 ►OR 511COX PIAPIMS AND WM BE DRAW NUMBER:
PHONE (727) 726-1138 *PI W41MIlAI NO SEMI PROP DRM AD—TD-0082
55
ADDENDUMG�R�S
t 'ON
S O
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES �
1
ZONE II & III/EXP. C &
LONGIT
INAL TIE —DOWN SPACING TABLE
�+1
MIN.
WIND ZONE N
WIND ZONE IN
on
[1D ff
AW 01t
ANaE
11K OTY
FA OF
AM=
AB(ii
FLOOR
1101H
sEcuDli
Wx a
FA gcnou
SEC
ia. e
v
w�
26'-8'
3
42'
3
53'
30'-8'
j
3
5T_j
4
1 45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
I SPACING TABLE
WN
MAX.
WIND ZONE 1
WINO ZONE 0
SPAM
DBL NEAR
MOM AKE
SPAM
Wig
Man ANO.E
FLOOR
EAW
MOTH
OVERHANG
Logo
26'-8'
6'
6'-8'
31501
40'-50'
5-4'
31501.
40 =50'
30'-8'
6'
6'-B'
31501
40'--50'
T-4'
31501
40'-50'
LONGrmU
INAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE N
WIND ZONE YI
FLOOR
WIDTH
al
00 ff
MOM
N CLE
ANaF
NK on
EA END OFANa�
ANa1at
SEC801
MM. 0
EA. SECHOH
MK 9
O�
26'-Ir
4
41'
1 4
5T
30'-8*
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE A
WIND ZONE III
SPAM
WL HEAo
MCHM ANaF
SPAM
En�
ANm ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LM
26'-8'
6"
5'-4'
31501
40'-5(r
4'-0'
31501
40'-45'
6'
5-4'
31501
40'-50'
4'-IF
31501
40 -45'
1MNDZaNE nH
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF CM CS
++�1111111/��f•
1 ,� +
i
DAPU APPROVAL:
�` ��G�;�t1F�cq;'y •
APPROVED BY
1. SEE FUU_ MENI UI Fat ManaK Rt:aff"ENTS
Na 0045484 !'S
2 SEE AD-M-M FOR MAMM PIER HE]CHTS WOUK0 Fat THE LOADS
.t
TAElU.A1ED ABOVE.
IN1C.
'.�+' �''• ��R1�••''. '=� .'
FEDERAL MANUFACTURED HOME
CGNSTRUCTIONAND SAFEfYf1JA2RDS
ENGxI�''
,�UL
Nonce
DRARt BY
M.T.0�-20-04
DAZE
REV. 1ERER
JACOBSEN HOMES
mm cimm Am mA>� Am
�
DRANNG nnE
108' HIGH SDEWALL SPAaNG TABLES
UMM MOPFAUAn NO C"W( L
MA,� OF �A
lE
P.O. BOX 368
SAFETY HARBOR, FLORMA 34695
NC WM MAMIA1S ARE PWAND 10
RECt w Pal 9W Pa:'OSfS" W9 E
WT a]i10 ft Ago sma nm oum
DRAMNG M ER:
AD— TD-0083
PHONE: (727) 726-1138
56
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS. H1„oa
ANl7llrt ma
SET AKM HEIR
FIGURE 10.0
FIGURE 10.1
NOTES:
1. SEE AD-TD-M FOR SPAM TABLES
2 SEE AD-M-M FOR QUANTY OF LQNGTU M TE-OOIW STRAPS REQUMM
3. SEE OTHER DETALS FOR BLOH7(INO (PER) CAJMMTY APO GM REQtjF8ANM
4. SEE FULL AODDIDW FOR ADDITIONAL REOIARENUENTS
s ZONE 2/DPOSUBe V: 36' MAM MI HEIGHT
ZOE 2/0POSiRE V: 21' NAMMUM HEIGHT
ZONE 3/E)�S11RE V. 36' MANIWM HEIGHT
ZOE 3/b0'OSURE V. 32' MAMMUM HEIGHT
C ALL SPECIFIC I NS ARE BASED ON 20' ROOF ANGF MAIL.
TIP.
AKUU AKE
SEE NOTE 5 FM
HAVM1 HEIGHT
VANDZONE M
(I 10 MPH)
20 PSF ROOF
10 PSF D.L
RHF H:ALc& , 51/_ l p.O ( —
i11111IIsS,, .
EX U: F • , ��''1 DAP ROVED BY
0 OrA P
- � a
��� ••' .'c( OR1a '�4Q'o�o
Cyo FEDERAL MANUFACTURED HOME
lop
*`fi� p C1%% CONSIRUCTIDNAND SAFEiYSTA ANUS
lk E f 7 M
NO=JACOBSEN HOMES UM SPECH1G M 111p:OIlAWW ARE B>FM.r. DATE 07-20-04 REv. `{"M
o>aonx, PROPRETAIiI, AMD DOKPDonur DRAT* 71W,
P.O. Box 36e UAMMS OF VMWXnn6 'FIGURES 10.0 AND 10.1
IIG SUCH MIXIMS All PBOOM 10 ill
SAFETY HARBOR• fLORIDA 34693 AWW FIR SUM RAMM JYO MW K NLIY
PHONE (727) 726-1130 OPT 00611 t AID SEM FM 01eu Ap_TD_0084
57
ADDENDUM��s
108" HIGH SIDEWALL TIE -DOWN SPACING TABLES
_ ZONE II & IR/EXP.. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
WIND ZK I
WIND ZONE 11
WL an
mm
K an
nor+
V
FLOOR •
WIDTH
EA E1D aF
A
EA ff
At
0
EA gtnal
rx mo
EA sEcEC llo
luL+ e
2
58'
3
43'
247-0'
2
62'
3
45'
VERTICAL TIE —DOWN FRAME TIE—DOWWN SPACING -TABLE
f alti<
MAX
- WND ZOW II
WIND ZONE I
SPAM'
00. WA
Lm
Now ANai
SPAM
0- WA
. LOAD
ANIXR alai
FLOOR
VON
EAVE
OVEi61ANG .
23'-4'
6.
64'
31501
49'
5-4'
M01
45'
244'
16'
6'4' .
31501
49'
5'=4'
3150
45'
LONGITUDINAL TIE.;. -DOWN SPACING TABLE
MN.
WIND ZONE
1
MILD ZONE III
o
EAk ENO of
A
ANUE flE
k
EJL ENO O 6
ANQIC<Z
mu
FLOOR
O
WIDTH
EA SCCIION
YIL 9
EA SECOoI
Y11. i
23'-4'
3
48'
4
43'
24'-0'
3
50'
4
.45'
j�
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
LON.
MAX
WIND ZONE 1
WIND ZONE 19
SPAM
oL Km
ANolar< Au
SPAM9
ANaE
FLOOR
SAVE
WOTH
OVERHANG
Low
LOAD
2S-47
6'
64
31 -
47
4'-0'
3in
43'
24'-Or 16'9
6-4'
31501
47'
4'-0'
31501
4T
108" MAX SIDEWALL HEMT WINOZONE 11,44
(110 MPH)
20 PSF ROOF
10 PSF OL
REF. CALCS.
' `011+111111"e".
DAPIA APPROVAL:
NOTES:
REW6iEli M
>O•, • S�KiF:O�r :�'✓f
APPROVED BY
1. SEE FULL ADOD UY FDR ADDITIONAL o,
; V� �;�
Z SEE AD-11>-0086 FOR YA11W11 PIER HE1QiT5 REQUIRED FOR THE LO w
��' {�* •' y
Dec• 13,2006
iA811LATED A80vE,
.
I(� 1C,
IV
w
�
• s
=!
T�ME
. STATE
CoNSTR ICro" AMD SAFETY STANDARDS
......... • IV:``�
go
JACOBSEN HOMES
Nonca "dasilamwet
> SEMIR�>�90
R.R.
DAIL
»-2s-o6
REY LETTER:
ORATING 11AE:
108' HIGH SIDEWALL SPAaNG TAMB
ONION4L 1W11: AND CRi10EM�1L AN
sullums Of mcom ""A'�a'"ac
�.a Box 36e -
MHUYBER: ir
SAFETY HARBOR, FLORIDA 34695
INC SM RATw�s INE PWWM TO aE
M3wW IM Sim 1 JPM AM KIST [
So= rna Daps
DRANK
AD-TO-0085
P14ONE (727) Zzs-naa
Ivl .L Im
m�
58
TYPICAL ME ELEVATION
TYPICAL CROSS SECTION
' SHOVIING TIEDOWNS
. ADDENDUM
TIE -DOWN SYSTEM
TIP. FLOCK
FIGURE 10.0'
TV. aloes
—am
s SM NOLE S FDR
L "am NMI
P
AN IV ANU Ot AFFRIND STAR®i
SET Lou W
1151At1ED WIN AM SHAFT 1EllM
a at Irv.)
FIGURE 10.1
RFF. mm
(110 MPH)
20 PSF ROOF
10 PSF D.L.
Mey ■
"" _&
NOTES:
T 1 `Id
OAP APPROVAL:
11. 10-M FM SPAaHc TABLES
,•` O ;f1�:''•• <� ,��
Lr i1T'•. r
APPROVED BY
z SEE AD-iD-0085 FOR auAA,m of LOTAiTLIQAL >E-Da111 STRAPS KOWUMD.
: G E• a
3. SEE 0710 DETAILS FOR BLO029 (PER) QUANTITY AND OTHER REOURtEL1ENTS.'
�.
4. SEE M AODDCW FUR ADDI N7NAL REOLNRENDIIS
,
Dec 13 2005
,
S. ZONE 2/DPOAK-T- 44" VA10M HF]CTiT
ZDNE 2/DPOM V. 2B• MAmm Nocia
w
N P INC.
� •i ��
' ZONE 3/E)POSILRE V. 44 41AMIW NEIGHT
ZONE JI/MPUS1XiE b: 3V MAAMAI HEIGHT
�
ifDEWIL W1NIfAG111RED M0ME
CONSTRNCYM)M AND SAFETY STANDARDS
6. ALL S9ECi1CAT06 ARE BASED ON M ROOF ANQE MAX AM JO11• MAX�C.•••.
LZ�G��T ••• �/� 4•
90EWALL HEM
JACOBSEN HOMES
NO=
nex mn-um m 1 AK
I 9d . T:
R.R.
DATE:
11-28-06
REV. LETTER:
■
P.O. BOX 361
ONaoL. PROP"EURL AND DPSTDFMTUI
WAlkS OF �oACTO
DRANNC TITLE
FIGURES 10.0 AND 10.1
\� SAFETY HARBOR. FLORIDA 34693
NW_ 117< INEE
NIMADIT IM VWM BNr= AND MIST 11
DRAWN Ml M-
PHONE (727) 726-1136
NVI CDV MhAL Ow SEW FROM OTim
AD-M_ 0086
-
59
ADDENDUM
(108 PIDEWALIP)
NOR AL TIE & l N C�I�N & D BLEBZONE
O�V
LONGFrUDINAL TIE —DOWN SPACING TABLE
FLOOR
#OM
00 zal 11
ft ZOW Is
ok OTx
E�
EA.
s
ro
y.
Ek
ESEP o O
! k 0
12`-0`
2
53'
3
40'
13 -4`
3
37'
3
46'
16-4`
3
46'
4
40'
VERTICAL TIE —DOWN / FRAME TIE —DOWN PPACINO TABLE
VAN.
OO
FLOOR
pm
VAX.
EAVE DVERHANG
D ZONE 2
00 ZONE AI
SPADING
VAX Pa
'w a �'
SPAD*
VAX m
A KHOR Aka*
12'-0'
6' EACH SIDE
5-4'
72"
35' TO MY
54
N
45'
13'4
6r EACH SIDE
5'-4'
8D`
35' TO 40'
5-4'
42'
45
15-4'
6` EACH SIDE
5'-4"
40'
54
48r
45'
�r
O� NL
1
LOWI►fUDINAL TIE-- DOWN JPACING TABLE
NowZONE
FLOOR
tl'u
11
ft ZONE 10
K QTY.
END or
EA CTI011
mmEk
l
yi{ 0
an
EA. SECCRON
,
1 e
3
M'
4
40'
' 13'-4"
3
52'
4
45'
15'-4`
4
44
4
56'
VERTICAL TIE —DOWN / FRAME TIE -DOWN OPACINU TABLE
FLOOR OOR
1�AIL
OVERHANG
D ZONE 1
#0ZONE el
SP'*
VAX
Aka+ AWI
VA*
AX m
VHMT
AM LOP
12'-0
6 EACH SOE
4'-0'
72`
37'
4'-0'
340
40' TO 45'
13'4
6 EACH SIDE
4'-0'
72`
40'
4'-0'
3r
40' TO 45'
15-4"
6f EACH SSE
4'-0'
w 1
40'
4'-0'
42'
40' 10 45'
NOTE: WHEN ANCHOR ANGLE FROW VERTICAL CANNOT BE REF.CALM
ACHIEVED, ADD APPROVED STABILIZER PLATE.'' ' ,+>i1e.�. J
(SEE NOTE 16 FOR HOMES SET IN FLORIDA)
,,r^.,.��.
1LOTEON A
1. SEE Mi FOR ADDITIONAL REOIAKVENTS.
Z �g� ON AXDIOR *ORK* LOAD OF.11501 AND DIACONAL TIE TO
a VAX EAVE OVERHANG REFERS TO OVERHANG AT SDEWALL NOT FRIONT OR REAR
4 TABLES APPLY TO 144' 160', AND 164' FLOOR >1j01H5 iN 95 1/P
AeO�
-eEA�: SPACK 10ir VAbYL1 wEWuL HEIGHT AND 6• Will WE
OVERHANG (6' OVERHANG Ik EACH SIDE OF *Ti,
S ST SPLAT AEO ON ES,LA+D14AL
ANOSEFLORIDA. di Ct�
EN A; C.L1 •�
,+�°• �C' ; �14 ' •. C:,
;+. �` �'� :'• ✓
a .}
-�
•.�Z�.r�f �F._
w . V
p .•� '• � ` t�
oo ,.•.,� i l T ! vY;
DANA APPROVAL
APPROVED BY
INMar 25,2008
INC.
FEDERAL 11ANUFACTURED HOME
consrwcnoRAnosAFEtvsrAHDAR05
JACOBSEN HOME,O
® P.O. 80x 368
SAFETY PNOHE(7 726-0138 95
lionde:
THE9 SKCFrAT� 00 � A>u
p�k gT� TARx *
1lArtAAt yT� .NtaBSiTt AAO
hC 91,, �IIIJUIS Y[ iR0MEED 10 THE
ar�o�IrnEhnk A1pRYE IE
"",
D.Y.T.
DATE:
1z-11—o1
REV. LETTER:
DRA SIG nnE NORMS SPACING TABLES
DR G AO-TO-0087
bU
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
crr. s/w LiHC1H _ , - � �f. s� T,FlPC11i
ctr. s/v umm - . , th. $/V
� tF
TMft (�Pit� wEhorrs}�S i T V rim gtE WA LS i
-0
of-amo �srn TE00W3 IOWW ,
Tr
VX NOTE t ut MOTE 1 *1 Lsm NOW 1 sm MOTE T
Q %a POTEs 2 mo i Q A
5Ki KM 2 AND I Q
MEA RCQb Plot Ko
THS LOUlT1aF! THIS WAT10H 1H�VG�T*x THS IAAT Q
FIGURE 8, 0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWti WITH A TWO PIER SHEARWALL CONFIGURATION. HOYVE , THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL nF VALUE.S.
OERALMANUFACTUREO
'PttOVAL
r. TE- ms Rbaxio IN Pm � i[-9�l SRLtP MAT Or LOU70 Ix �� ,�• OVED BY
um or JK aw 41" A83t Omt RL M AT l0tx} , r r, •.y
aa.a MGQts Tu ec tuRn 11DR M ULtpµTC LOAD of �72s/_ (M20 Msof LaA01 .J
( AO -a -am Po_.OXaAL MoTL� rut � a ctot�w A+arOie uaT.wTArc) � \� � C ' •' ��
t l�6Tfi1 A P@R AT CAof nv Cr TX 20AWALL Mn rpl t1[C A"W GCTAM�
(v,ar r�uo+m u cAaT tfo pa .Cysts acARtxtss of �E-ow„ » Macaa�e�rTs ] 910934 tvL
PINC.
3. VO S A"WL iS LOCARD A£" A W MAW �L MIT omn-M0�M eo � : �•� *
K'p7m �s pR NOWT ALf R(Uj a (ALL 9"04L OWl"AWSM ALL Ums = HOME
�ALL[�StAe[�y STATI` � �NANDSAFETYSTANDAROS
JAC013SEN - HO wox gt-3m�� �`'�' �s `« `•;,•� 6�TG Rom: afire
d�� � R.R. 02-01-00
P.O. Box JEa MAIM49 V 34=" Y411:< '
Hn s�FETT NARUM rLOROA, saes is m!t!1 VA1049A AMenoWO 0 40 S/W TIE/PIER REQ.
PHa+E (727) 720-1138 aWr 3asAat swrxw R1q+
AD—To-100
61
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CMWG MAY BE FLAT OR SLDpW
END VIEW
1% PLF MA)OLMI SHEARIYALL
DES'GI VALUE (PEi WALL)
1 1/4. X .03V TY--DOM STRAP
COKTIVUCJS ARCJW JOISTS.
NOTES: ZnI14
I- G;NM A40HOR5 10 BE RAZED FOR AH 10614TE LDAD OF 47251 13150 DMGIR LDAD)
(SEE AD-1D-1l.0I'(1D-GDKRAL VOTES) FOR NOTES ON GROUM MOM kRAILADDIL)
i FWALL A PER AT EACH END OF 1K SIMMMLL JSSTS (PEER nE AWE DETAAS).
3. *" SiFAR+ol1 IS LOCATED ABOVE A SOUD IEAOER (RILL W-KW atOSS-YF79FP.) W
TIE-WU STRAPS. OR PIERS ARE REClM (ALL SHHFARMALL 00KICURAT10.4; ALL ZCKE5
AND ALL DPOSLIRFS1
4. TIE-DOMT STRAP REOUBRED AT EACH END OF JOISTS, ALL W gM CONFIOJRAnoNS.
S. COLNG SIDBY FLAT -OPTA CAMMAL OR SLOPED CEAINC MAY BE USED. r.
6. FULL TBDTH SH MWAUS ARE SHOW IN THE DE7AL-ABOVE. HDftVER, ANY LDIGIH
OR CONFIGURATION SHEARWALL MAY BE USED.
DE VIEW
X .OW TIE--DONN STRAP
ZIS ARCAM .pI m
APPROVED BY 9 NIP
0
rm-"i.
R9EAl wrTsRca� +.LE
cac.Iaaa�wex �-s,a+�
JACOBSEN HOMES � SPECITTCAAm6 tiw DUWKS ARE CRASH BY: R.R DATE 2-6-96 �" RFC:
0:13 JAL PA,�RE M. AD C&MEN➢AL DRAWNG TrLF-
MATTR.45 OF JACGBS91 UNSCACTL'RNG
P.O. BOX 368 IK- �, MAMMS AIM PRDVM TO THE DBL S W CONRG. TIE -DOWN
SAFETY HARBOR. FLORIDA 34695 R!OMI FIR S EO E TT9POSS AND UM EE DRAIAMr. 14XIS R:
PHONE (613) 726-1138 KEPT OONDSNDK AND SEMT — 0110S. AD—TD-D110 ,
62
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
�— 1 1/4' X .035' TIE -DOWN STRAP
36' MIN. _ CONTINUOUS AROUND JOISTS.
TO
35'
1. GIMND ANCHORS TO BE RATED FM AN ULTIMATE LOAD OF 47251 (3150 DESIGN LOAD)
(SEE AD-TO-OD01 [ID --GENERAL NOTES] FOR NOTES ON CROUND ANCHOR NNSTAELITION.)
2. INSTALL A PER AT EACH END OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS).
3. MEN SHiARWALL IS LOCATED ABOVE A SOLID HEADER (FULL HEIGHT CROSS -MEMBER) NO C
TIE-DOM STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES
AND ALL EXPOSURES}
4. TIE-DO'A'N STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
5. CEILING SHO'AN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR COtOGURATION SHEARWALL MAY BE USED.
7. TINS DET%4 MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .035- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. Doederj.E,
15133 C. R. 22
Goshen,IN 46526
IN IS A TRIPLE WIDE RAFTER,
APPLICABLE TO STANDARD
ILE WADE TRUSSES.
4D VIEW
X .OW TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SUP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
DAPIA APPROVAL:
APPROVED BY I
r�
caG7%lCam NOYIF[RSIN cw%
JACOBSEN HOMES
NOTICE
THESE sPEanuTNTNS AND DRAYANGS
DRAWN BY:
R.R.
DATE:
4-09-96
REV. LETTER:
■
ARE
ORIGINAL, PRDPRJETARY. AND CONFmumAL
MBSEM MATERIALS OF JACDMANUFACTURING
DRAWING E
S/W CONFIG. TIE -DOWN
'A\
P.O. BOX 368
NG S101 MATERIALS ARE PRONDED 10 THE
HARBOR. D4695
SAFEPPHHO
REQWNo
DRAWING NUMBER:
E(813)F726I1138
T COW SEatET rF= OUS
AD-TD-0111
63
PORCH ANCHORING
DOUBLE HEADED 3,11.
NOTES:
1. SEE SET—UP MANUAL AND ADDENDUM FOR APPLICABLE BLOD(ING
',CALLS:.,
' . '"AP ;RVVAk_ .
X .035" TIE -DOWN STRAP
JOUS AROUND STRAP BLOCKS.
NANDZONE III
EXPOSURE O
(11C MPH)
20 PSF ROOF
10 PSF D_L
c w�- ta8,ai -
Tog,07
OAPIA APPROVAL:
PPROVED BY
14INC.
IONLMANUFACTURED HOME
NSTRUC110N AND SAFETY STANDARDS
FG il t W.
J AC O B S E N HOMES TNEse sPECi)CAT10N5 ANr1°6 AN DRAMM BY: DATE REV. LETTER:
D DRAwNcs ARE M.T. 12-13-03
MCINAL, PRCMETARY. AND CowmTm DRAWNG TITLE:
mll
MATERIALS OF JAONSEN YM"AMMM —
P.O. BOX 368 PORCH ANCHORING
SAFETY HARBOR. FLORIDA 34695 ffiopw RR �o�c S AM VAT FE
PHONE (727) 726-1138 KIPT CON MOO M AND SE7f* MCM OM M DRAWING NU16ER AD—TD-0112
64
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME TIE
I
—II
ANCHORING EQUIPMENT _
CAPABLE OF RESISTINGI—
THE WORKING LOAD
REQUIRED ON THE —I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(31508 WORKING LOAD)
S
x
a
Vf
J
W
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
w
GRADE 1 STEEL STRAPPING
o
1 1/4' WIDE h 0.035'
IN THICKNESS, CERTIFIED BY
W
,
A REGISTERED PROFESSIONAL
�,
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
RADIUS CLIP
NOTES-
1.
ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPI
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
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 0.035' TIE -DOWN STRAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP MUST BE INSTALLED TO PROTECT
THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'ON TOP OF' THE RADIUS CUP.
ttnuururr
C' Do�
•.CTr_
ENE9703571L
ANCHOR BRACItir MID TIE-DOW11
DEVICES ARE CERTFIED BY OTHERS
N077CE: fIRAYM RY•
11ESE SPECIFICATIONS AND DRAMNR ATE
CRNLUL PROPIEETAR7 AND COPInDEITUL
MATEIDAIS OF JACOBSEN YANNACT51MO
NC SUQI MATERIALS ARE PROKEO 10 THE
facmO FOR 9,ECFX Pimm AND WSI 1E
MT COWWTIIL AID SECRET FROM ORHERS.
C.L.Y
DARA APPROVAL*
t
BY
:i
IN 1 5
ING,
FEDERAL McFACRIAEC M
v ft=cINOww=v=
5-31-95 1
ALT. TIE -DOWN APPL. A
AD-TD-0200
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 315D POUNDS
!0
y
0�k,
t
DIACONAL FRAME TIE
I
—II
ANCHORING EQUIPMENT _
CAPABLE OF RESISTING
THE WORKING LOAD
REOUIRED ON THE I_I
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) (I'I
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4" WADE do 0.035'
IN THICKNESS, CERTIFIED BY
A REMSTEREO PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
``````,1j11111111!!1!TArA','
NOTES:
EI.�. • PRAFrE' • !i
DAPIA APPROVAL
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
Q' N0. -0
FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT
910334 —
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
* �.,.� =
APPROVED BY
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
'O ' STATE •.: • 44,, ;
REVISED
AT10N.
'
01 PANS N -
1023196
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERSWHERE THE
THE
INC/
USE
S�ItWA�
OF EXTERNAL STR PIS ORYSTECABMESE(SEEERADUS CLIP).
,
, m
JACOBSEN HOMES
Nos AN7 -ARE
1NESE SPEOr1PMETA$ ANO ORAve
oRAxN�Y: R. R.
DATE- 30-05-96
�W' LETTER:
®
ORONAL, PROPRICTART, AND CONr10EN1UL
MATERIALS OF JACOBSEN MAIA1rAC7LRNG
DRAWING TIRE:
ALT. TIE —DOWN APPL.
■�®
P.O. BOX 368
INC. SUCH MATERIALS ARE PROMDEO TO in
SAFETY HARBOR• FLORIDA 34695
PHONE (813) 726-1138
REO'PVT FOR SKOnC Pl/MM 40 W51 BE
lul CO VLwr.4 AND SECIV rRou oDm
DRAWING NUMBER -
AD—TD-0210
66
ADDENDUM
COLUMN TIE -DOWN APPLICATION
f COLUMN 'A' COLUUN 'B'
SEE TABLE FOR YAXMUM SPAN FOR COLUMNS 'A' OR 'B'
COLUMN 'C' COLUMN '0'
SEE TABLE FOR MAXIMUM SPAN FOR COLIMNS
'1
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR
COLUMN 'E' COLUMN 'F' COLUw1 'G'
SEE TABLE FOR MAXMUM SPAN'FOR COLUMN i
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORLNG REOb
COLUMNS 'A', V. 'D' OR 'E'
COLUMNS T9' OR 'G'
COLUMN T'
(SEE AD-TD-0251.
AD-TD-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE HOLE 1
EXP. 'C'
EXP.'0'
OF. 'C'
EXP. V
EXP. 'C'
EXP. V
EXP. 'C
EXP. V
EXP. 'C'
EXP. 'D'
EXP. 'C
EXP. 'D.
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
33'-9'
23'-7'
43'-0'
29'-6'
33'-9'
23'-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
W-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
11'-10'
I - 40001 ANCHOR
27-3'
18'-9'
21'-5'
15'-0'
27-3'
IB'-9'
21'-5'
15'-0'
27-3'
1E'-9'
21'-5'
I5-0'
NOTES
EHONEiil APPROVAL
DAPIA APPROVED BiP,
1. 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 ANCHORN114
5
INSTALLATION.
John C. Doeden,
15133 C. R. 22�+roaA�yrz„:.
INC
Goshen, IN 46526
JACOBSEN HOMES
P.O. Box 368 LEND
,I HARBOR FLORIDA 34695
PHONE (813) 726-1138
Nona-
THESE SKanCATIONS AND ORAMNGS ARE
aapNN, PROPT. AND CONiIDT)I11AL
YAITAtALs OF ,NCOBgN YAVlJFACTULNC
JACM
we M YAIERIU.S ARE PRONGED TO THE
REOW FOR SKCFX PU4PM " wsBE l
lVT CMMTlu NO SURET FRO ODKMn
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER
A
DRAWING
COL TIE -DOWN APPL.
DRAWNG NUMBERSAFETY
AD-TD-0250
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / WIN.
0 ANGLE SHOWN.
FLOOR
=�Tl- - I T I I -
��IT;II
ANCHORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
NOTES:
1. ALL ANCHORING EOUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
MARRIAGE LINE OF MULTI -MADE
ATTACHED
ANCHORS
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
•�`' or:� G�STEq Ile
No. Fo'•
ENE8703571 '• =
!tip If
s�ONAI E
DAPIA APPROVAL•
AFF ED BY A,,,,
il AIN 1 5
,,Nl
FEDEA•L Y.V'4fK11/®R+7E I N G
W OTq�CiD� AiO SN;TT E91CIR11
\/
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
����
NOTICE
11$sE sP1:OI1CAnMS AND RAMNGS ARE
D
YATERLA S GNAL a�IICO�BSE'N MAN" CA IUWIIG
W_ SXM MATERIALS ARE PRONGED TO THE
REDaENT FCA VECOX PUIPM AO MW BE
IOT OWMRAL NO SECIV FROM OMM
b��++ BY:
C.L.Y.
DAIS
5-31-95
REV. LETTER'
n
A
DRAWWc nTLE
COL. TIE -DOWN APPL.
DRAWING NUMBER
AD-TO-0251
68
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOLRPMENT
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 MLILM-'NUDE
FLOOR
VERTICAL 71E-DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (3150#)
...11lIlIN1,,.._
O ` Na
• v,r v,
Fss!!'o.`
'A.,../ONAL E...�,
PROVED BYE
�j 5 t
II V�
Alt WMIfACiI/1>DIoiE
N099C& BY: DATE: REV. LETTER
JACOBSEN HOMES >eM Siip11TAMNS MG DRAUHM AM C.L.Y. 5-25-95
pus OF J e 1 AND ACMw�,F MUG DRAINING ntLF COL TIE -DOWN APPL.
„ P.O. BOX 368 IIG M MATE111►LS AK PRO%= TO THE
SAFETY HARBOR, FLORIDA 34695 MCPINT FOR 90FIC PJMM No WSW BE DRAIWNG NUMBER
PHONE (813) 726-1138 IOP1 OOIfmTML no Mau TROT OHM AD—TD-0252
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
A. I _-MARRIAGE LNE OF MULTI -WIDE
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
FLOOR
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.
O
O
--il TIII�-I--
—I�I II -
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.
ATTACHED TO A
ANCHOR (4000#)
..1unT1m1,,.
��.• GIST E,q �UF
No. FO'.
APPROVAL -
PROVED BYE,
jUN 1 5 10
1VIM INC.
noElwr,«v.c11>r�1a1IE -
aa!aTn,cla No sAf m swab
NOTICR ""I IDMV1116r. DATE' REV. LETTER
JACOBSEN HOMES THESE SKOnCAT04S AM DRAUM ARE C.E.Y. 5-25-95
■ oraaw.. rm'vmTARr. Am %;uwL lllvL DRAMANG 1ITLE:
P.O. BOX 368 YA14ALS CF JACOSEN YNAIFACTURWG COL. TIE —DOWN APPE.
„ SAFETY HARBOR. FLORIDA 34695 IEM F« sKcne i ms kc mm K DRAMANG NUMBER
PHONE (813) 726-1138 WT CaiMTIAL APO MM FROM ones AD—TO-0253
70
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN b'
f- - - - -
--
SEE TAKE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR b• _
r
COLUMN 'C' COLUMN b•�
ISEE I
BYUMNS
TABIF FOR MAXIMUM SPAN FOR COLUMNS 'C OR b' _
r
SEE TABLE FOR SPAN COL 'E' I SEE TABLE FOR MAX SPAN FOR CC..'
INC.
FED L MANUFACTURED HDF.12-
RUCTION AND SAFETY ST0.1DAROS
MAR D 3 1999
COLUMN 'E' COLUMN i COLUMN
- �-
ISEE TABLE IN UApMIN SPAN FOR COLUMN i •
_ I
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORM REQID
(SEE AD-TO-0251,
COLUMNS 'A', 'C, b' OR'r
COLUMNS b' OR 'C
COLUMN r
AD-ID-0252 AND
AD--m-•0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
or. 'C
E1P. b'
OP. 'C
EXP. b'
EXP. 'C
EXP. b•
DP. C'
EXP. b'
EXP. 'C
OP. b'
EXP. 'C
EXP. b'
2 - 31501 ANCHORS
31-4•
25'-6'
29'-4'
26-4'
3r-4'
25'-6'
29'-4'
20•-C
37-4'
25'-6'
29'-4'
20-C
1 - 31501 ANCHOR
IEW
12'-10•
14-7'
10'-3'
18'-6'
12•-10•
14'-7'
10'-3'
18'-6•
12'-10'
14'-r
10'-3'
1 - 4ODDH1 ANCHOR
23'-8'
16'-4•
18'-7'
13'-0'
23'-8'
16•-4'
18'-i
13'-O'
23'4'
16'-4'
18'-T
13'-0'
REF. CALCS.
N O S.
G�STERcc
• pl wp 0 3 y
DAPIA APPROVALN�
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
��• �Q•..
No.O �•.
APpppVEp BY
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
91 0334
- 03 •:
INSTALLATION.
STATE OF ;
INC,
JACOBSEN HOMES
NO- a
TwE spcwtATIONS AND MAWHM ARE
oRA Y M.T.
DATE' 2-9-99
REV. LETTER
DRAWING TITLE.
WIDE COL. TIE —DOWN APPL.
P.O. BOX 368
Oft0thl, PROPaEURY, AND COWK)ENYX
MATERIALS OF JACOBSEN MANUFACTURING184^
�� SAFETY HARBOR, FLORIDA 34695
INC_ SUCH MATEFIA S AM PROVIDED TO THE
REOMT rut SfECFC R11PIM AID ISM BE
DRAWM NUMBER
AD—TD-0254
PHONE (727) 726-1138
I(EPT COla mAL AND SEW nm ORM
71
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' URGE OPENING 24'
SEE NOTE 1
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXWW SPACING ALLOY D).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
``tj%%IIIIIIIlrrrr,r
NOTES
EN PR O y
DAPIA APPROVAL
ENE8703571 '.
1. LARGE OPENING = ANY OPENING WIDER 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
JUN 505
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
�•'•. //� ,�+ �`
1
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
�''ii FiS ' �, v�`��``�
INC,4.
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
SEE AD-TD-0001 FOR ADDITIONAL REQMEMENTS
rrrrlfill nTT0N
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
No"o�
AND DRAr
1HESE s1EarTutloNs rus ARE
BY:
C.L.Y.
DATE.
5-31-95
LETTER:
P.o. Box 36sOMM
„
OraoNA1. PROMTTARY, AND Claw "%L
MATERIALS OF JACOBSEN MANSACIIRINC
TO THE
DRAWING TITLE
TYP.
SINGLE WIDE T/D
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECIPIENT FOR NPOZ NO BE
IBPT CMDOITIA No SEM rKU OTIOM
DRAWING NUMBER
AO—TD-0300
72
ADDENDUM
TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
24' IARGE OPENING 24'
SEE NOTE 1
COLUMN SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENPTGS GREATER THAN 48' IN MOTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
V V V V V v
24' 24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AO/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
FOR
TRIPLE
NRPAS�T�MT� aN11C111
ALL TIE-DOWNOWSSTS ASoWN INTHIS DET1)9
NOTES:
I. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED.
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACING
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ) DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REWIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OW DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DON LOCATIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NEPNE8703571
F tiAeANo4--
'"'P/ONA L E��•
ANd(6aeej'"1%4 A TIE-DOYM
DEVICES ARE CERTUIEO BY OTHERS
NOTICE "pA aY
TIQSE SPEOFICATIONS AND DRAMNGS ARE
(RONAL, PROPKTARY. AND C 3*WT1AL
MATERIALS OF .IACOM MANUFACAIONC
WG S XN MAIUMS ARE PROVIDED TO THE
MOW FOR SPECYIC RFKZ AM MAT BE
AEPT CDNFW AL AND SECRET FROM OMM
BY
,rid 5w
DATE:
C.L.Y. 1 6-1-95
TYP. MULTI -WIDE T/D A
R AD-TD-0310
73
SINGLE WIDE TIE -DOWN
14T.
PULL DOWN TIGHT TO
GROUND ANCHOR
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN I
(REWIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - V
DOUBLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL
SIMILAR TO
I OPENING TIE -DOWN
SINGLE WIDE
EQUIRD AT OP
(RON
FRAME TIE -DOWN
YEOPTIONAL�ATGS
I
OTHER LOCATIONS.)
DETAIL 'A'
I NOTE:
I A do B SECTIONS
SIMILAR TO DOUBLE
WADE TIE -DOWN
TRIPLE WIDE TIE -DOWN
SEE DETAIL - 'A'
SEE DETAIL - V
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND'
BUCKLE PATH 2O25j ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
IY BUCKLE
WI ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3ISO LBS. MANUM
Ir FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
TYPICAL TIE -DOWN STRAP (1 1/4' X .D35' MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH SIS04
CAPACITY MINIMUM) X (,S- 4725 As ULT,mw,,r
L-OA.o dgnAuT%j
NOTES: as �� DAPIA APPROVAL'
1. SEE DETAIL'S' PAGE 4 FLOR MARRIAGE WALL �, ��: 4,`r�IEIC'9r ;�y • APPROVED B�
OPEMNGS GREATER THAN 49 INCHES. & UP To 1'7'-6" -Mi BVTq : O 0�
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR a P� iiD. CG354 S4 ; Mt2
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM PIER CONSTRUCTDL ASTATE OF LIQ 9L� I I r� �
V
i9(<' :c�OR10
JACOBSEN HOMES YNEsE sKonCAMNS � MWNGS AM BY. RR DATE. 10-31-95 REV'
ORRINAL. PROPRIETARY. AND CaNnoOmti DRAWING TITLE
MATERIALS OF JACOBgH MANWACTMNG
P.O. BOX 368 INC sua MAWR&S ARE PROW0 TO 7HE ZONE I TIE —DOWNS
SAFETY HONER80P, FLORIDA(B 3) 7226-1138 � FOR CWWTLA AND SE0 FROM dM DRAkWG NUMBER.AD-Z1-0001
74
7r,
ZONE I TIE -DOWN PLACEMENT
TIPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
- �SEENOTE 1l�—
MAIN FRAME I -BEAM
END
SPAONC
CENTER
SPACINGJ
CENTER
SPACING «I
I CENTER
SPACING
CENTER
I SPACING
CENTER
I SPACING
END
ISPACWGI
p06BLE WIDE TIE -DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER
END
��••
�V
-u1R.
YA4fYb
YAUNU
TIPICAL I -BEAM
TIE-DOVNIT
11
MAIN FRAME I -BEAM
SEE NOTE 11 SEE NOTE /1
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
I END
SPACWG
•.T�
I CENTER
SPACING
�.E-r
I CENTER
SPACING
IZEND
ACING
I-r
�
TRIPLE WIDE TIE -DOWN PLACEMENT
ce
c*
co
NOTES; LNUMLLK-WTOit. DO-W#,,DAPIA APPROVAL'
1. SEE DETAIL V PAGE 4 FOR BLOCKING AND ANCHORING OF Z- 's� G��ZIFIQ�9j��% APPROVED BY
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
No.004548� .,
A
'STATE OF
♦� RLYRAL Y4AiL',yl�p KlrE
• ---�Or��`�-`� wn:,ac,iaaosnrrnswaADb
JACOBSEN HOMES r1OSAND DRAwNfS ARE +vrlrr+•►- �,,. �I I`�`
THESE sPEaT1GTlOfK AND RR 10-31-95
OTCGINAL. PROPRIETARY, AND COWMTK DRAWING TIT1E_
P.O. BOX 368
„ MATERIALS OF JACOBSEN MARUFACAMIG
W- wa1 MAIERIALS ARE PRDY= 10 THE TIE —DOWN PLACEMENT
SAFETY HARBOR. FLORIDA 34695 REaPOIT FOR SF`E= PLFPM AND IAAT BE DRAWM NUMBER
PHONE (813) 726-1138 ►VT CWMM AND SECWT TROII orteM AD-Zl -0020
76
ZONE ' 1 INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
9
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.
DAPIA
BY tt cd.
FE130 1 2000
INC.
)HOME
JACOBSEN HOMES -mm •n`� DRAWNM AK ��� or M.T. �""' 2-1-00
MY. ""`�`
CRCNAL PROPR[Tur, NA CCWWMIAL DRAWING 111LE.
YAIETa OF JACMUV YAIUFACrAlft
„ P.O. BOX 36H S W, V" MATMXS AK p TO TK ZONE 1 INST.
SAFETY HARBOR, FLORIDA 34695 Ite�stD+f Tw systnc PtAaos4ss Na taisr a DRAWWG NUMBER: AD- Z1-D1flo
PHONE (727) 726-1138 101 Ct7a M LL No smo Iftaw anm _
77
ADDENDUM.
FOR INTERSECTING 'UNITS
MAW UNIT
� I DORMER
TRIPLE
F. '
L
FI
MAXMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO 70 SIDEWALL TIE-DOVMS MAIMUM HEIGHT}
70NE Z ZONE 3
EXPOSURE 'C' 90• 56"
EXPOSURE V 39' 46-
LONGITUDINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. 'D' THEN 2 REQUIRED EA. HALF
(IE. ONE EA. BEAM, ETC..)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE MADE
CONNECTION REO UIREMENTS.
24" MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE MADE TIE -DOWN REOUIREMENTS).
2 LONGITUDINAL TIES REOUIRED AT EACH HALF
THIS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED W THE SET—UP MANUAL
(EXCEPTION: NAELING ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
```101111111111I11/'���i
NOTES:
EN �i DAPIA APPROVAL,
' ``•F�, ;
1. FOR QUAD SECTIONS EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED 4APPROVED BYf,,.-
Q` N0. � '••
INDEPENDENT OF THE OTHER STRUCTURE (IL SHEARWALLS, TIE-ODWS, RIDGE- /ENEA70357P
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI-SECTICN.)
5 M
F.•��; INC9 r14
S A%
'-, ,�'••!�b�I�r�'• � `�� ,1.tMM.wif�ClL�iEJ10E
�/� (� •.... A. �\ ��`` [7atR,tiv/wO w[TTswovtae
,11111�
JACOBSEN HOMES NOTICE. DRAMN BY: DAIS REV. LETTER:
DDiSE SPEaFlCAT10N5 AND DRAWNGS ARE C.L.Y. 5-16-95
CRONAL PR"ETARY, AND CON)WTIAL DRAMANG TITLE:
MATERIALS OF JACOBSEN MANJFACIURING
P.O. eox 36e we 9MAT RLLS ARE PROMDED TO THE ADDENDUM —INT. UNITS
lal
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR 9'ECFC P ff= kO MW K DRAMANG NUMBER
PHONE (813) 726-1138 KEPT COWrof R& NO SECRET n a1 oTN9ts QUADA001
78
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE CONNECTION FOR WAD UNITS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET—UP
DETAILS).
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2. SHINGLES N THE DORMER AREA OF THE MAIN UNIT MAY
BE SNIPPED LOOSE AND INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE—UP
FROM ONE SECTION TO THE Mr.
30 GA. GALV. STEEL STRIP
INSTALLED OVER MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF PERIMETER RAIL
OR RIDGE BENT
CROSS—SECTION
30 GA. GALV. STEEL STRIP
8' X LENGTH OF ROOF SSECTIONS
MAY BE OVERLAPPED 2 MIN.).
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GALV. STRIP.
(SEE H07E 1)
30 GA. CAM STEEL STRIP
SECURED MIN 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " O.C. MAX. SPACING (TYP.)
�1�1111111
Sr
4 No.
ENE8703571
'�.;�s'/Ong e i • • EN�'..��
31 X 5' LAG SCREWS
iB' O.C. (ZONES 2 Ii 3)
STAGGERED
DAPIA APPROVAL
7 BY kit"
a)N 1 5 -M
lINE ING
iwar.cnr� IC
craAbsal"impa=
JACOBSEN HOMES NOTICE I"�nr: C.L.Y. 5-16-95
TIIEsE wanwas AND DRAW= ARE
■ OFOONAL, PROPRIETARY, AND CO1WMT1AL DRAWING TITLE*
P.O. BOX 368 MATFRUAIS OF JACOB" MANIFACMUG ALT. ROOF ASSEMBLY
„ INC. RION YAT aka ARE PROMQD TO THE
SAFETY HARBOR, FLORIDA 34695 RECPW Fat 9101C RIr= NO MM K DRAWING NUMBER QUA�AOU2
PHONE (813) 726-1138 IVT OWIDI ITIAL ADO SECIV 1101 OTHERS
79
1:10FT-1
ElElEF-1
EIMFF-lElElEl
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8