HomeMy WebLinkAbout0704-0263 SET-UP MANUAL ADDENDUMSCANNED
BY
SET-UP MANUAL ADDENDUM
JA ;(DBS N
HOMES
600 PACKARD CO?
SAFETY . : •' •' D'
(727) 726-1138
NOTICE
ese specifications and drawings are original, proprietary, and confidential materials of
Ja obsen Manufacturing, Inc. Such materials are provided to the recipient for specific
pu oses and. must be kept confidential and secret from others.
7-12-06
0
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C,
contact the Department of Motor Vehicles
850-413-7600
3
NOTES:
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN I PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
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.
)APIA APPROVAL
PROVED BY
IN 1 5 IM
JACOBSEN HOMES NOTICE DRAWN BY: DATE: 5=30-95 REV. LETTER:
THESE S?EWCATIONS AND DRAWNfS ARE C.L.Y.
MONAL, PROPRIETARY, AND CONHOWTIAI ORAMNG TITLE:
MATERNS OF JACOBSEN MANUFACT"G
P.O. BOX 368 W- SUCH MATERKS ARE PROHDED TO THE EXTERIOR A/C DUCT
SAFETY HARBOR, FLORIDA 34695 RECMT FOR SPECFX PUMS AM MST BE DRAWLNG NUMBER
PHONE (813) 726-1138 10T CONMTIAI AND SEOV FROM OHM AD-AC-0001
1
7
4
Y
a
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 DIC_CONTIyJE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
NASAYs,
INN,
FE=K W*SAcno ED -c-E
OpWM7D1AW S1f[TY STNDN06
JACOBSEN HOiVIES
NOTICE:
DRAWN BY:
C.L.Y.
DATE:
-2$-55
REV. LETTER'
HBOCI
THESE SPECIFICATIONS AND DRAWNGS ARE
■
❑���
P.O. BOX 368
ORIGINAL. PROPRIETARY, AND CONnDEHTIAL
MATERIALS OF JACOBSEN MANUFACTURING
ORABING TITLE:
W.H. VENT. SYS.
SAFETY HARBOR. FLORIDA 34895
INC. SUCH MATERIALS ARE PROVDED TO THE
DRAWING NUMBER:
PHONE (813) 726-1138
1PT�W�jy NO SEEOV FKm pn
AD —AC -DI OO
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.1310 X 1 1/20 MIN. 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.
0.0160 X 1 1/2- MIN. STEEL
STRAP ® 48 O.C. MAX. SPACING 1 4" TO 3 4' GAP
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
INSTALL WOOD SHIM AT ALL
FOR GAPS IN FLOOR SYSTEMS
LOCATIONS FOR LAG SCREW TO GO
NDS01 TO 1/Y, INCREASE LAG LENGTH 1 , �
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
(ALL ZONES) TIGHT. (SEE NOTE 2)
LAG LENGTH 1 1/2'.
(ALL EXPOSURES)
30 GA. STRAP FASTDO W/
111114101 MNBER OF FASMIERS REOLIC
ED
wm WNE
EXPOSLAZE
3/6' X 3 I1r LAG SCREW
MAXII N SPACM
7/16' X 16 GA. STAPLES
VAX" SPAM
UND ZONEDFOSI1RE
0.131' X 1 Ilf NAILS
7/16' X 16 GAii
' STAPLES
IV
IV O.C.
21/4' CA
'C
3
S
2
2
b'
Ir O.C.
1 71e at.b'
4
7
1a' 06C.
r O rl
'C
4
7
3
3
b'
u' ac
1 1/Y ox.
b'
5
a
FNG*W APPROVAL'
DAM APPROVAL
APPROVED BY
1. 1' WN. KNEMATION 15 REMO ON STAPLES FOR MN. 0.01V STRAP.
L WOOD SN615 TO Be RPPED FROM SPF /3 WK OR BETTER
(3' X 4' X GAP VOTH UK 5�
Revised
ay 24 j2006
AIIINC�l�
(O5B OR PLYWOOD YAY BE USED F THX2DES5 EQUALS GAP wOTH-r X4' w M
.Jouhn Ci. �108 en, P �.
3. IOlr MAXIM! SDEM 411i1W.
'VV
-*2 ETn(�3i1+3'JTT{1(�' Inc
FEDERAL MANUFACTURED NOIRE
CONSTRUCTION AND SAFETY STANDARDS
4. SEE OMDETAILS FOR SUMFLOORS FCR AIR MffL1RATIOIL
JACOBSEN HOMES
n+Fsc �%CFIC N> � a,,,,.«x ARE
DR"r� BY.
M.T.
oATE
05-22-06
REv LETIER
P.O. BOX ace
�M M~ K
DRAvI�Lc nTL� M/W FLOOR FASTENING
SAFETY HAIt80R, FLORIDA 34895
PHONE (813) 726-IIM
m"43 yg m NO WI
KEn 00l MIK AID =0 NA U&M
DRAV" WN
AD-FA-0001
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
IDS01
ins:
FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
8w O.C. MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
APPROVED BY
000 r r ONRevised,
6-23 0(2 May 24,2006
Bunn C. weden, p.L.. INC.
K2 Enansering. ft. FEDERAL MANUFACTURED NONE
CONSTRUCTION AND SAFETY STANDARDS
ORAMN BY: DAIS REY ICTnml
JACOBSEN HOMES m_ wa M.T. 05-22-os
P.O. Box 368 WU '"S CF ''"0OM MMIFA`TU a'0 ORAMNc ATE M/W WALL FASTENING B OVID Me star VAIMM AK lOMM A M
SAFETY HARBOR, FLORIDA 3095 tat 9Rfit PUINO w OW E DRAW MOM
Ujij PHONE (eta) 726-1108 07 mmmuot." Mla plat mmm AD—FA-0010
7
ADDENDUM .
MULTI —WIDE ROOF FASTENING
30 'GA. GALV. STEEL STRIP ---�
SECURED WITH 7/16' X 16 GA STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD-FA-0001 MAX. SPACING)
**LAG SCREW SET BACKS
FOR TRIPLE WIDES
FOR DOUBLE WIDES
�\
.2 1 /40. S
CENTER LINE OR MATING
LINE OF TRIPLE WOE UNITS
PLAN N VIEW
— 30 GA. GALV. STEEL STRIP
-8' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOLES.)
I 3/8' X 5' LAG SCREWS **LAG SCREW MI 13ACKS
TRIPLE WIDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES
INSTALL LAG SCREWS , SEE CHART ON AD—FA-0001 .�/'— FOR TRIPLE WOES
AT A 45' ANGLE I ._ - FOR MAXIMUM SPACING /
STAGGERED 2 1 4 2 3�47
14'TO34'GAP
ROOF PERIMETER RAIL-Y
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CROSS-SECTION
NDS01
(ALL ZONES)
(ALL EXPOSURES)
FOR GAPS IN ROOF SYSTEMS J INSTALL WOOD SHIM AT ALL LAG
TO 1/2% WCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW T611GO
AND FOR GAPS TO 3/4% INCREASE THROUGH AND TO KEEP CONNECTION
LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
CROSS-SECTION (W/^) C WA- 1 01 911:07
llu'flizj: UMEER APPROVAL• DAPIA APPROVAL:
L 2 1/e WL M EWATION INTO REOMm MEMBER 0 REgAo FOR LAc SCIIEIMS.
2 wow SII915 TO BE RIPPED FROM SPF j3 UK OR BETTER. APPROVED BY
1`r X r X GAP WDTH MN. S Revise'd
03 OR PLYW= MAY BE USED F THIMESS EGUNS GAP 110TH-4' X C MIL SZ) i
pp May 24'i2006
I oTl#R OETATiS FOR oouFtEnHc Tt00F NTTBEOTIOIL doh C. Doecien. R .. IN .
4. *fN NST9= A LAG S=W ITTO A OM BEAM, FIRST-DRLL A 3/fr LIEARANM
NOTE TNROM AE FIRST ROM BEAM. SECOND-DALL A 1/4! HOLE V=GH TIE K2 En 7ir"rn ig, Inc FEDERAL MANUFACTURED HOME
RECT1M RIDGE BEAM FOR THE TIBtFJ1DED PORTION OF LAG S=X DM DNS ARE CONSTRUCTION AND SAFETY STANDARDS
FOR 3/6' LAG SME1116 OIiY.
R 10e MUNI M SO MAEL Ff1G M Nom
JACOBSEN HOMES DM SFEonuWO Nos DRAW AK DRAW BY: M.T. DATE' 05-22-06 `�" 1FrTErt
M. Fwwwl r AND oo► W MAL DRAMANO TITLE
�� P.O. �x 3aa � W„� ARE r„ �'�10 INEE M/VY ROOF FASTENING
PHONSAFtlY E HARBOR, 728-i135 I owmanx� mw FM a NO am DR'+'Mc K"� AD-FA-0020
8
0
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING 15# FELT UNDERLAYMENT
(SEE AD-FA-0020) /
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
0 MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
VOTES:
DANA APPROVAL:
PROVED BY
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
1 5 19�
INC,
NOTICE
THESE SPEPncATIDNS AND DRARINGS ARE
DRAWN BY. DATE: REV. LETTER:
C.L.Y. 6-5-95
JACOBSEN HOMES
P.O. BOX 368
IR
ORIGINAL. PROPMETARY. AND CDNnDENTADRAWNG
MATERIALS OF JACOM MAWFAC7mNC
nT1.E IvI�W ROOF SEALING
SAFELY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
W- S)CH MATERULS ARE PRONDED TO THE
RECPENT FOR SPECft AJKSES NO MUST BE
WT COWWTUI AND SECRET FROM OHM
DRAWING NUMBER
AD—FA-0025
9
ADDENDUM
NfULTI-WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
.1M 1 5 '1395
ING,
YltafA[NRFD IC1E
Cf10N NO SAFL'Ii STNCNi00
NOTICE: DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE SPECIFICATIONS AND DRAwncs ARE C.L.Y. 6-5-95
WONAL. PROPMETARY. AND CXIOENTLAL DRAWNG TITLE:
MATERIALS OF JACOBSEN YANUFAClURIHC M/W ROOF SEALING
P.O. BOX 368INC. Alps MATERIALS ARE PRONDED TO THE
SAFETY HARBOR. FLORIDA 34695 REOPENT FOR SPECK PURPOSES AND MIST BE DRAWING NUMBER
PHONE (613) 726-1138 ISPT COIFWnk AND SECRET FROU OTHEM AD-FA-0026
.1n
SHIPPED LOOSE HEARTH EXTENSIONS
HEARTH TNSTAILATTON:
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 INSTALLED (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
3. LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IN THE HOME) AND INSTALL FOLLOWING
THESE STEPS:
A. CAREFULLY PLACE THE HEARTH EXTENSION IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 +8 x 2' WOOD SCREWS
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXTENSION
WITH A NON-COMBUSTABLE CAULKING OR MORTAR.
D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
Ll
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
APPROVED BY
0 000r 'm 2 8 F's
14iNc,
Waip7C10N ND 5AFE71'STAIGH,D� �
NO= DRAWN BY:. C.L.Y. DA7E 6-16-95 REV LErrM
JACOBSEN HOMES THESE SPEWCATIONS AND DRAwNGS ARE
MGM- PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE
P.O. BOX 368 YATFRIALS OF .IACOBSEN MAWFAC7MNG SHIP -LOOSE HEARTH
B1C. SUCH WATEIN S ARE PROHDED TO THE
SAFETY HARBOR. FLORIDA 34695 REOINT FCR SKOM PI MSES RID MUST BE DRAWING NUMBER:
PHONE (B13) 726-1138 ur COH mTIAL AID SEDRET nu OTHERS AD-FP-0001
11
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 QEV
liq �R20
INC.
FEOERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
12
TRUSS SHEATHING
APPROVED BY
INCIN[A
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANOAROS
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
SIDOWALL
3/8' MIN. AP•
APPLIED TO F
DIRECTLY AB(
(APPLICABLE
PENETRA ONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVEF IIANG OUTLOOKERS (PURUNS), ATTIC VENTALATION.
OPENINGS,IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(18" X 1il I/,- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
1. 3/811UIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16- X
1 1 i' X 16 CA. MIN. STAPLES 1 1/4' O.C. AT PANEL EDGES AND 3' O.C.
AT Ilk FRAMING MEMBERS. (NO GLUE REQUIRED)
MARRIAGE WALL
3/8- SHEATHING TO BE INSTALLED ON —SITE
K2
00 ❑ JACOBSEN HOMES NOTICE:
THESE SPECIFICATIONS AND DRAWINGS ARE
QO.❑ ORIGINAL PROPRIETARY, AND CONFIDENTIAL
0,1LIU P.O. BOX 358 INC. SIGH AT RIALSJACOARE MANUFACTURING
�W SAFETY HARBOR. FLORIDA 34895 INC. ENf MATERIALS ARE PROHOEo TO THE
00 PHONE 813 726-1138 KEPT CO IDEFCR TIAL AN Sr(Nt s AND OTHNUSERS.
S.
( ) KEPT CONFIDENTIAL AND SF.CRFT TR04 OTHERS.
VANOZONE III
(110 MPH)
ALL EXPOSURES
DAPIA APPROVAL -
APPROVED EY
A 00orP
ON
.E. INC.
I= FEDERAL MANUFACTURED HOME
CONSTRIXTIONANDSAFETY STAI DAROS
BY: DATE: REV. LETIER:
R.R. 4-27-98
TITLE:
TRUSS SHEATHING --
NUMBER:
AD-HR-0001
13
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-mliltuN39uViJloz
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9 MOI M dr1-135 al MDM atMM
'IM 3= EM1 al MkVdi A 3)N iM
HINGED ROOF DETAIL
RAISE EXTENDED SHINGLE AND UNDERLAYMENT AND
AND A MIN. 4 1/2' WIDTH OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTI01
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B" BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE WITH
3-g8 X 3" WOOD SCREWS EACH SIDE OF CAP.
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WINOZONE III
(110 MPH)
ALL EXPOSURES
ENGINEER APPROVAL: DAPIA APPROVAL:
Cis:
APPROVED EY
1. B ACE RAISED ROOF SECTION IN THE RAISED POSITION BEFORE SWINGING HINGED
IG POSTS INTO POSITION.
Z6
VyGa
K2. EVrmeft,Inc.
E•
FEDERALMANUFACTUREDHOM
CONSTRUC110N AND SAFIM STANDARDS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE:
THESE SPECIFlOATlONS AND DRAYANGS ARE
ORIGINAL PROPRIETARY, AND MANUFACTURING
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE-PRONDEO 70 THE
RECIPIENT FOR SPECIFIC PURPOSES MD DUST BE
KEPT CONRDENTIAL AND SECRET TRW OTHERS.
DRAWN BY:
M.T.
DATE:
4-27-98
P,EVJ LETTER:
�
❑;a
❑
❑
❑❑
DRA151NG TITLE:
HINGED ROOF DETAIL
DRAiYING NUMBER:
AD-HR-0003
INSTALL ON SITE 15# FELT WITH A 6" MIN.
ROOF CEMENTED WITH ROOF TAR AND SECI
CONTINUE 15# FELT TO ROOF PEAK -
,LAP ONTO MAIN
PER NOTE #2
ONE-PIECE SHINGLE
UNDERLAYMENT 71 I�
................
...............
2" MIN. OVERLAP (TYP.) . o
.. .. . . . w
r r r ........... rn
'6* MIN. TAR AS SHOWN
I ! _ .(APPLIED ON SITE)
............
SEE NOTE
z
♦.. ..........
3' MIN. ..... . .
SEE DETAIL 'A'
r-�
CD
0
r--j .
SECURE FIR!
SITE WITH • 6
NAILS) PER
CONTINUE T1
DETAIL A
ROW OF SHINGLE TO BE INSTALLED ON
TAPLES (1" X 3/4' X 16 GA OR ROOFING
TINGLE MANUFACTURER'S INSTRUCTIONS AND
PEAK.
— REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15# FELT AND SHINGLES.
WNDZONE III
(110 MPH)
ALL EXPOSURES
NOTES: UAMA Art'KQVAL•
1. CEMENTING OF 15f FELT IS NOT REQUIRED IN ANY AREA 9WT WHERE NOTED. A PROVED BY
2 FASTENING OF 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.)
3. EXTEND THE FIRST LAYER OF ON SITE 15 f FELT ONTO THE FIXED ROOF A MIN. OF 6" AND UNDER THE LAST p
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS. AD-HR-OODI (WITH SPECIFIC END PANEL LAYOUT). I I V C.
AD-HR-000Z AD-HR-0003, AND AD-HR-0004. FEDE AL MANUFACTURED HOMECON RUCTION AND SAFETY STANDARDS
❑ JACOBSEN HOMES NOM AND
DRAWN BY:
THESE SPEdFlCADONS ADRAWI*1C5 ARE
rRONAL F8WRIETARY, AND CONF10ENIAL DRAWING T1
❑■ MATERMALS OF JAWMN MANUFACTURING
P.O. BOX 368ALS ARE FRMW TO „ SAFETY HARBOR, FLORIDA 34695 NET FOR g�F.aFM pUW= AM SM E DRAWING NI
❑ PHONE (813) '726-1138 WT WFMMK AND MMU FROM ODM
M.T. I DATE 9-20-03 I ' LETTER:
SHINGLE AND UNDERLAYMENT
AD-HR-0005
PEAK INSTALLATION DETAILS
SECURE ROOF PEN( ASSEMBLIES TO
HINGED RAFTER YA1H #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.
• STAPLES INTO EACH 150 O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
j
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL 1MNDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
NDSOt REF. Dua' CRC - 167.01 - 167.02
NOTES: ENGKER APPROVAL DAPIA APPROVAL: -
I. SEE AD-MR-0007 FOR INSTALLATION OF UNOERLAYMENT AND SINGLES. APPROVED BY
ON Revised
JLm 09,2006
INC'
Jahn 0. ✓oedef+, P.E. FEDERAL MANUFACTURED HOME
CONSTRUCTION AIID SAFETY STANDARDS
�Z �Rr�rlg, Irlc
NOTICE DRAWN BY; DATE REV. LETTER:
JACOBSEN HOMES THESE wrcmcAtms Am ommes O.A. 06-06-06
M(3?I L. PROPRIETARY. AND CO"FliTUIL DRAWING Dili:
1D THE
MATUMS Or ACtBSEII MANWAGTURWG /-1
P.o. eox 36a W- M MATERIALS ARE PROVDED PEAK INSTALLATION DETAILS
SAFETY HARBOR.- FLORIDA 34695 REMN rot SPECK MD MISS AND MUST IE DRAWING HILMO R:
PHONE (727) 726-1138 TDrr CMEMO RAM AND SECIV FWM GPM AD—HR-0006
17
e
I
I�
SITE INSTALLED SHINGLES (USING THE TOP COURSE(S) OF SHINGLES TO
OVERLAP PEAK AS SHOWN.
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
I
61�
SHINGLE INSTALLATION
� II!
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF ISj FEITII
TO ROOF WITH A 6' MIN. WIDTH OF TO ROOF WITH A 6' MIN. WIDTH 0
ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EXISTING ROOF DECK AND/OR EXISTING 11
FELT AS SHOWN. FELT AS SHOWN.
I
i
SEE OTHER DETAILS FOR
SITE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
NOTES: - —
I
JAPROVED BY
AUG � �� I�
I'
INC.
ANUfACTUREO HOME
IKMANOSKTYSTANDAROS 11
NOTICE: DRAWN BY: DATE: REV. LETTER:
❑ JAC0BSEN HOMES nesE sPEanCATIONS AND DRAYANGS ARE M.T. 7-28-04
ORIGINAL PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: _
;;❑ P.O. BOX 368 MATERIALS AM MANUFAC
MATERIALS TURING SHINGLE NDERLAYMENT INSTALLATION
SAFETY HARBOR, FLORIDA 34695 REECF81T FOR aRC s Akio MUST BE
PHONE (727) 726-1138 KEPT COTiWTI/L Rao SECRET FROM OTIIERS, DRAWING NUMBER: AD—HR-0007
If
is
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO FLOOR FRAMING
MEMBER W/ STAPLE OR NAIL
BANDING STRAP YAPPED' AROUND PIPE AND FASTENED TO FLOOR FRAMING.
4DE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. WOE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8'
*OOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
...� NEW OF DRPlN PIPING
NOTES:
1. PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
NOTICE DRAWJACOBSEN HOMES
1FES: S°EC:1C,I110H5 AND DRAYANCS ARE
CAICJUL PRDMIARY, AND COMENIK liAft
v�
P.D. BOX 36B UAIERIALS Of .NCXSM YANILACIURK Nt 901 LATMALS ARE PRMCID 00 n¢
SAFETY HARBOR, FLORIDA 34695 RECOEW FCA sEmC ruaFosa AM wsI BE ORAN6
r PHONE (613) 725-1138 av1 CONnUN11AL NO SEW FRN CUM
1N7111N,C.
R.R. - - 7-17-97 •-• -
PLUMBING SUPPORT
AD-PL-0001
ON SITE PITCHED ROOF DETAILS
--N
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
i
!
i
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004. ,
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTALLED)
)�- - - - - - - - - - - - - ----�-C
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED -
POLYVINYL BEFORE INSTALLING THE
ON SITE PITCHED ROOF RAFTERS
P y'Gl •(> � �vv r 1
- FOR ROOF VENTING BOTH FACTORY -
AND ON SITE SEE AD-PR-7005 & 7006
CENTER SECTION OF TRIPLE WIDE
TYPICAL TRIPLE WIDE HOME
WITH SITE INSTALLED PITCHED
CENTER SECTION RAFTERS
NOTES:
❑❑❑❑ JACOBSEN HOMES NOTICE:
1HESE SPECIFICATIONS AND DRAWINGS ARE
❑;;❑ MATEORIGIRIALS
PROPRIETARY, AND UFACT RI G
P.O. BOX 368 MATERIALS AT JACORIALS SENARE MANUFACTURING
INC. SUCH MATERIALS ARE FRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE
❑❑ PHONE (727) 726-1138 KEPT COV WTIAL AND SECRET FROM OTHERS.
VANDZONE III
ALL EXPOSUR
(110 t OH)
20 PSF!ROOF
10 PSF, I D.L.
A PROVED BY
T4JUN
INC.
A�L�MANUFACTURED HOME
CON TY STANDARDS
DRAWN BY: M.T. 6-04-04 DATE: REV. LETTER:
DRAWING TITLE:
ON SITE PITCHED ROOF DETAILS
DRAWING NUMBER: AD-PR-7001
nn
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKING SITE INSTALLED 7/16- MIN. ROOF
WITH 7/16- X 1 1/2- X 16 GA. STAPLES DECKING SECURED WITH 7/16- X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE DETAIL W SEE NOTE 1
11' MIN. SITE INSTALLED DECKING OYFRLAP SITE INSTALLED RAFTER TO
FACTORY INSTALLED ROOF DE i ING ' ALIGN WITH FACTORY INSTALLED
RAFTER BELOW.
ooj000"— -/ A
SEE NOTE #2
18' MIN.
MAY BE RIDGE J —
(SEE NOTE J4E)J1MS & I DECKING WII
►- FACTORY INSTALLED RAFTER
CROSS—SECTION (cENm SECTION)
REF. PG. RC-07-0044
NDS01 REF. CALCS. C-FS3 - 88.01
NOTES: ENCRFFR APPROVAL•
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2-110 X 4 1/2- SCREWS AT EACH RAFTER END. SITE
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 I/4' PENETRATION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
#10 X 4 1/2- SCREWS 9- O.C. MAX SPACING. b j
3. SEE AD-FA-0020 FOR GAP TREATMENT BETVUN SECTIONS. jOhn C. 6�n, F! 61
K2 Enghwr", Inc.
NO 7�)i LNANII tlT:
JACOBSEN HOMES THESEVE01"'DOONME ORAWNGSAK O.A.
■ amcw rAo►WA". We omnomm-L DRAWING ULL
„ WITERIALS OF JAOMMN MANUPACrLW4
P.O. 60X 366 FFC SM MATERKS AID PROVW 10 TIE ROOF TO
SAFETY
(72) 72610138 695 � � NO �T FK or MK oRAYR1C 1E1118E1r;
VANOZONE' IN
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
NIHINC. Jun 2006
FEDERAL MANIIFACTUREO HONE i
CONSTRUCTION ANO SAFETY STANO�ROS
06-02-06
F ATTACHMENT
AD-PR-7002
el
RAFTER TOP CHORD
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
26' O.C. MAX. BETWEEN OUTLOOKERS
2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SITE
RAFTER BOTTOM CHORD 160'
DOUBLED END ZONE RAFTERS
TYP. 16' O.C.
1 X 6 OUTLOOKER
26' O.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT
—2 X 4 NAILING BLOCK
(INSTALLED ON )
MIN. 3— .131' X 3' NAILS
FROM NAILING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND
MIN. 2— .131' X 3'1NAILS
FASTENING FASCIA INTO i
END OF NAILING BLOCK
SEE CHART FOR FAST[
OUTLOOKER TO TOP Cl
-MULTIPLE TRUSSES FI
TOGETHER W/IJIN..13
NAILS OR MIN. 7 16'
X 15 GA STAPLESIf
MAXIMUM INTO TOP A
CHORDS ONLY.
\— 2 X 6 OVERHANG FAA
2 X 6 FASCIA FASTENED TO OUTLOOKER SCIEND ZONE ASSEMBLY - NOTE:
WIMIN. 9— STAPLES OR MIN. 6— 6 X 1 2X X 1 NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION') OUTLOOKERS TO BE SECURED TO EACH
TRUSS OF THE DOUBLE TRUSSES LOCATED
(TYPICAL AT ALL CENTER BRACES) IN THE END70HE PER FASTENER CHART.
SINGLE TRUSS ONLY
REO'D OUTSIDE OF
3 FT. AREA
SS MAY BE
PLACED ON OTHER SIDE
NOTES:
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. le
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
TV. OUTLOOKER FASTENING:
FASTENERS:
QUANTITY:
PENETRATIat
.131 PD NAIL
3
1 1/Yj
15 GA. STARE
5
1'
f 10 SCREW
1
1' (em
1P)
MOCKER FASTENERS MAY BE 961MB YRNUamp M
FROM TOP CHORD DOWN IF PENETRATION All EXPUSURI
IS UWAINED. (110 MPH)
20 PSFROOF
10 PSF O:L
Iiff. CUCs. �
c2c— - jy6.0
ENGINEER APP V&' DAM APPROVAL•
A i � I
PROVED BY
Jft0.
K2 Ens%n'`er,;ng,' jM
Nonca I
BY:
THM SPECi1CA7M AM LWArDres ARE R.R.
ORMA. PRCPrtlETAMY, Arm CMFMTK
YATERINS CF dAC0M YANWiX RNB
M SIrQI MATERALS ARE PRMO TO THE
RDM 118 9WIC I4ieIsP�Wr� AN�DJ WST BE
WT CpEFWMAL AND SC4C. IRM GRIM
22
END ZONE
INC,
MANUFACTURED HOME
ICTION AND SAFETY STANDARDS
E: 1-30-04 REV. LETIM
HANG ASSEMBLY
AD—PR-7003
'
ON SITE -PITCHED ROOF DECKING INSTALLATION
'
16' MIN.
TYP. ROOF FRAMING DECKING
16' ON CENTER OFFSET
TRIPLE CENTER Sf EAK�
—
—WIDE
- -
F5
SITE INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED
TRUSS SECTION do REMAINDER OF
BOTH OUTSIDE SECTIONS (2 FULL AT CONTINUOUS PANEL
Z
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE
TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MANUF, INSTALLED DECKING TO HERE
IIE
i=
El
as
APA RATED ROOF DECKING
(OR EQUAL)
WINDZONE III
ALL -EXPOSURES
(110. MPH)
20 PSF ROOF
10 PSF D.L
NOT�� DAPIA APPROVAL-
1, 1 MAXIMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
P' PENDICULAR AND PARALLEL TO TRUSSES. A PROVED BY
2. R DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0
N RATED) DECKING (EQUAL OR BETTER). ,JUN it
3. 0 ER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE { �
S E DECKING PATTERN. I �J
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
FEDF 1AL MANUFACTURED HOME
CON TRUCTION AND SAFETY STANDARDS
NOTICE: DRAWN BY: DALE REV. LETTER:
THESE SKCMANNS AW DRAMICS, ARE R.R. 1-30-04 !
ORAL, PROPRIEURY, Aq COWIMIK DRAWING TITLE:
YATEMALS OF JIICOM HAMNACUM
W_ WM MATEIM ARE PeovW To TW ON SITE PITCHED ROOF DECKING INST.
REaF+ERT FOR SPEOFIC NOSES MO MIST BE DRAWING NUWER:
PVT ca muq"SECRET nm omm AD—PR-7004
754
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 OUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
SITE INSTALLED C�INTER
SECTION OF ROOF
I
I
WINDZONE III
ALL EXPOSURES
(110 MPH)
20 PSFIIROOF
10 PSF D.L.
DAM APPROVAL•
NOTES:
R PROVED BY
pi r[l INC. it
F:DE IAL MANUFACTURED HOME
CON TRUCTION AND SAFELY STANDARDS
NOTICE: DRAWN BY: DATE: REV. LETTER:
171 JACO BSEN HOMES TKSE SPEOFICATIONS AND DRArr� R.R. 01-22-04
WMAL. PROPRIEURY. M WOMTK DRAWING nTLE: _
P.O. BOX 368 IutERuEs °� ''ACO�" ROwD D TO THE SITE INSTALLED PITCHED ROOF VENTS
INC. SiJCII WIERULS ARE PROVQEp i0 THE
SAFETY HARBOR. FLORIDA 34695 R omm FOR sPEC11C PURPOSES AM MAT BE DRAWING NUYBER:
PHONE (727) 726-1138 K PT op/YJ kq AND sEcRET ►ft OTHM , AD -PR- 7005
24
ROOF VENTING
§-, I.
O I
I
1
1
I
TYP. 100 SO. N. CUTOUTS FOR
VENTRATION OF ROOF SECTON
1x� (SEE CHART FOR REURKMENTS)
100 SQ. IN. CUTOUT VENT HOLES
N
REQUIRED IN FLAT ROOF SECTIO
(11W) x SECTION LENGT1t CUTOUT HOLES:
0 TO 15'-6' 1
Is'-6' To 31'-1, 2
31'-3' TO 46'-10' 3
46'-10' TO 62'-6' 4
62'-6' TO 66'-0' s
It-
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT
VENT LOW VENT
VENT
Ix1 x
•50 SQ. IN. VENTS REQUIRED
3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
i---------------
i x"
CENTER LINE OF CENTER SECTION
(1607 K SECTIN LETIOTIE OW PENT: LO9 *My.
To 31•-S' KK NONE
31-Y To 4c-lor wK
W-IO- TO 67-C 2 1 EA. SCE
62'-6' TO 61r-W 3 2 Ell ME
ter
r-'j -- TYP. 50 So. IN. ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS)
.il AMMM TD G'NE"VAG PENIS
1xr
LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
v
I�
I '-
I
I
DAM APPROVAL:
AF PROVED BY
-INC.
FEDE AL MANUFACTURED HOME
rnm. RI ICTION AND SAFETY STANDARDS
NOTICE DRAWN 8Y: DALE: REV. LETTER
JACOBSEN HOMES
,,,ESE sPEaF>cnnolTs Alp aIANRxs ARE R.R. 01-22-04
0mQKw, PROPREURY, AM CONFMTIAL DRAWING TITLE:
P.O. BOX 368 1ATERi&S CF ''"COIN MAIFACTLQM ROOF VENTING
NC suDl MATERIALS ARE PROYOFD TO O[
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPIOFIC PUFPOSES Alp MUST IN DRAWS NUIJBER
PHONE (727) 726-1138 REPT COIfMRq Alp SECWT RN OTTERS AD—PR—%006
25
It-
I I MARRIAGE WALLS
FLAT CENTER SECTION OF ROOF
FACTORY INSTALLED
I I MARRIAGE WALLS /
LOW VENT
VENT LOW VENT
VENT
Ix1 x
•50 SQ. IN. VENTS REQUIRED
3 HIGH VENT IN SITE INSTALLED TRUSS SECTION
i---------------
i x"
CENTER LINE OF CENTER SECTION
(1607 K SECTIN LETIOTIE OW PENT: LO9 *My.
To 31•-S' KK NONE
31-Y To 4c-lor wK
W-IO- TO 67-C 2 1 EA. SCE
62'-6' TO 61r-W 3 2 Ell ME
ter
r-'j -- TYP. 50 So. IN. ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS)
.il AMMM TD G'NE"VAG PENIS
1xr
LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
v
I�
I '-
I
I
DAM APPROVAL:
AF PROVED BY
-INC.
FEDE AL MANUFACTURED HOME
rnm. RI ICTION AND SAFETY STANDARDS
NOTICE DRAWN 8Y: DALE: REV. LETTER
JACOBSEN HOMES
,,,ESE sPEaF>cnnolTs Alp aIANRxs ARE R.R. 01-22-04
0mQKw, PROPREURY, AM CONFMTIAL DRAWING TITLE:
P.O. BOX 368 1ATERi&S CF ''"COIN MAIFACTLQM ROOF VENTING
NC suDl MATERIALS ARE PROYOFD TO O[
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPIOFIC PUFPOSES Alp MUST IN DRAWS NUIJBER
PHONE (727) 726-1138 REPT COIfMRq Alp SECWT RN OTTERS AD—PR—%006
25
ter
r-'j -- TYP. 50 So. IN. ROOF VENTS
LOW VENT (SEE CHART FOR REOUREMENTS)
.il AMMM TD G'NE"VAG PENIS
1xr
LOW VENT
MARRIAGE WALLS
SITE INSTALLED CENTER SECTION OF ROOF.
v
I�
I '-
I
I
DAM APPROVAL:
AF PROVED BY
-INC.
FEDE AL MANUFACTURED HOME
rnm. RI ICTION AND SAFETY STANDARDS
NOTICE DRAWN 8Y: DALE: REV. LETTER
JACOBSEN HOMES
,,,ESE sPEaF>cnnolTs Alp aIANRxs ARE R.R. 01-22-04
0mQKw, PROPREURY, AM CONFMTIAL DRAWING TITLE:
P.O. BOX 368 1ATERi&S CF ''"COIN MAIFACTLQM ROOF VENTING
NC suDl MATERIALS ARE PROYOFD TO O[
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR SPIOFIC PUFPOSES Alp MUST IN DRAWS NUIJBER
PHONE (727) 726-1138 REPT COIfMRq Alp SECWT RN OTTERS AD—PR—%006
25
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED
SITE INSTALLED VENT CAP OR SOLAR TUBE PLUMBING VENT PIPE
SITE INSTALLED VENT CAP (EXTEND 3- ABOVE ROOF)
SITE INSTALLED FLEX DUCT (SEE DETAIL 'B')
(SEE DETAIL 'A')
,,SITE D ER
SECTION L OFROOF
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF
PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP —�
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4— 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
\-SHEET METAL
SCREW
0-'.*--FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT IN ROOF DECKING.
4. RANGE AND BATH/AIR OUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE.
S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
mSICOUPLER
TE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
NOTICE
DRAWN
JACOBSEN HOMES
>�sK�>NsAmDRm-mARE
0RIOW1. PRWKTARI. AND CDNPMU&
WA-0
WAtERIALS OF 4ACOB5EN rANWACUM4
lowP.O.
BOX 368
.Ic SUCN MATEIMIS ARE PROMED ►o THE
SAFETY HARBOR. FLORIDA 34695
RECIPENT rOR SPECIFICOYS PAPAND NMI K
DRAWfn
PHONE (727) 726-1138
KEPT COIiMTIAE AND SECRET FROM OTHERS
APPROVAL_
TIMN
OVED BY
,SUN 10
INC.
D 10ME
ETY STANDARDS
DATE R.R. 01-23-04 REV. LETTER:
ED ROOF EXTENDED VENTS
AD—PR-7007
26
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15/ FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT WITH A 6" MIN.
OVERLAP AND A MIN. 6" • WIDTH OF ROOF CEMENT.
15/ FELT TO HAVE A 6" MIN. OVERLAP 151 FELT ALSO CEMENTED WITH A 6" WIDTH AROUND
AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I �
l
7 I FIELD INSTALLED ROOF SHEATHING (TYP.)
J 25
1 I r 1 11 j 6" WIDTH OF ROOF CEMENT WHEN a
I I I I OPTIONAL 15/ FELT IS INSTALLED.
I
r -t
r-i r-T
OPTIONAL LAYER OF 15/ FELT
I
r-1 1 W
1 I to
� I �
I
1 1 1 I I I 1 1 A 1 I 1 I 1
ONE-PIECE SHINGLE
UNDERLAYYENT
ROOF SHEATHING (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 DECKING FOR UNDERLAYMENT OVER
LAP OF 6" MINIMUM.
t/2' 1/2'
TO TO
1T3 1T O A O
� � 1 1/2"
FASTENING DETAIL WINDZONE III
(110 MPH)
ALL EXPOSURES
1. 1 EMENTING OF OPTIONAL 151 FELT IS NOT REQUIRED IN ANY AREA
XCEPT WHERE NOTED.
2. ASTENING OF OPTIONAL 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED
RE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.)
3. INGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
LY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NOTICE
TWM SPECt11C 706 ANO DRAWJGS ARE
O MAL PROPRETARY, NO CONFIDENTMAL
UATERt L OF JACOBSEH MNffACIURHG
W- R" MAXPIA S AK PROYM TO THE
RECPdi Im SPERM PURPOSES MD MUST If
K0>T CONIOE1tlUL AM SUM TROY OTTERS
DAPIA APPROVAL
AP ROVED BY
I
juti 16
INC.
I FEDER L MANUFACTURED HOME
cnNST I ICTION AND SAFETY STANDARDS
DRAWN BY: M.T. DAIS 02-03-04 REV. LETTER:
DRAWING TITLE:
SITE INSTALLED SHINGLE AND UNDERLAYMENT _
DRAWING NUMBER
AD -PR- 7008
27
TYPICAL FLASHING INSTALLATION
JUr IKI, IAK IJIVUCK
AILING FLANGE AT
_L FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING. .105' X 1" MINIMUM ROOFING NAILS
OR .113' X 1' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BY SECURING FASTENING FLASHING TO ROOF.
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
SOLAR TUBE DOME, MATH NAILER
FLANGE, SECURED TO ROOF, ON
UNDERLAYMENT, AND TOP OF FLi
UNDER SHINGLES. WITH BOTTOM I
FLANGE OVER SHINGLES (BOTTOM
MAY BE COVER MATH SHINGLE TA
SECURED WITH AN APPROVED CA
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1' X 1" X 16 GA.
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
JACO BSEN HOMES TIfSE SKC>M I" MWINGs ARE
Dla=q. PRWRETART, AND COIiOEMTUIL
„ P.O. BOX 368 MATERIALS OF JACOBSEM MAP"ACTORM
NC SUCH MATERIALS ARE PROVOED TO THE
SAFETY HARBOR, FLORIDA 34695 RECTPEMT FOR SPECYIC KIRF S AND MUST K
PHONE (813) 726-1133 KEPT COIF MTIAL AND SECRET FROM OIIM
2R
DAPIA APPROVAL -
A ROVED BY
jutj a Q
INC.
MANUFACTURED HOME
Cl [ON AND SAFETY STANDARDS
DRAWN BY: M.T. DALE 02-04-04 REV. LETTE
oRAMANc TITLE:-
TYP. FLASHING INSTALLATION
DRAWMG NUMBER: AD-PR-7009
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
I. FRAME DE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TiE-DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TiE-DOWNS.
3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TiE-CCIINS 10,1 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBIINED LOADING. Wti!+E'N ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST BE ASTALL_ED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME RE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TiE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TiES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STEEL ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WiTH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEGHT 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 MAIN 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 TiE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE.
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PRONDE ADDED RESISTANCE TO OVERTURNING OR SUDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WiTH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TiMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16. A MAXIMUM OF TWO LONGITUDINAL TiE-DOWN STRAPS MAY BE INSTALED 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 VE-DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE i6) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTiON(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TiE-DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING REQUIREMENTS. ALL BLOCKING DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
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 9{Mt I1'•""�/J��� DAPIA
00
;•�`�0���1STFRF°�2 ROVED BY
No. O
;j• ENE8703571
• 011H w •' •�� S
,'•, / 6 1 �
" 1 5 1995
INC.
ixACOBSEN HOMES NOTICE: "" IE"iiii �"�_`�� C.L.Y. I IA 5-19-95� LETTER.
THESE SPECIFICATIONS AND DRAWINGS ARE
ORIGINAL. PROPRIETARY, AND CONIDENTIAL DRAINING TITLE: /�
qlpl P.O. BDX 368 MATERIALS OF JACOBSEN MANUFACTURING TD-GENERAL NOTES -
PHONE SAFETY HARBOR, FLORIDA 34695 INC. RICH MATERIALS ARE PROHDED TO THE
RECPDIT FOR SPECFX RIRPOSES Alm 05T BE DRAWING NUM5ER:
PHONE (813) 726-1138 *PT COWIDDiML Alo SECRET FRW OTHERS AD-TD-0001
29
i
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
Y.
ANCHOR
TY.
ANCHOR
WIDTH
EA. END OF
A. END
ANGLE
A. EN
EA. END OF
o
EA SECTION
MIN. 6
EA SECTION
IN.
MIN. B
20'-0"
2
36'
2
45'
24'-0"
2
46'
2
60'
1
254
2
50.
3
38,
26'-8"
2
54
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
Da.. HEAD
LOAD
ANCHOR ANGLE
SPACING
DEL. HEAD
DEL.ANCHOR
ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12"
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
24'-O'
.12"
8'-0"
31501
40'-50'
6'-8"
3150#
40'-50'
25'-4"
12"
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
ANCHOR
MIN. QTY.
ANCHOR
WIDTH
EA. END
N
EA. END OF
ANGLE
EA SECTION
YIN.. B
FA SECTXIN
MIN. 6
20'-0"
2
50'
2
68'
l0
24'-0"
2
70'
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 11
SPAgNG
D8L HEAD
LOAD
ANCHOR ANGLE
SPACING
OBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12"
5'4
31501
40'-45'
4'-0'
3150#
40'-50'
24'-0'
12"
5-4'
3150#
40'-50'
4'-0'
3150#
40'-50'
25'-4"
12'
5'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
26'-8'
12"
54 1
3150#
40'-50' ,
'-0"
3150#
40'-50'
NOTES:
ENGINEER` � o ��,
QT Eq'�Cc ��'�
DAPIA APPROVAL'
1. SEE AD-TD-DOOI FOR ADDITIONAL REQUIREMENTS.
• G� S
No. F ' = s
a Q O'.
APPROVED BY
2. SEE AD-TD-Dolt FOR MAXIMUM PIER HEIGHTS REOUIRED FOR THE LOADS
TABULATED AB01£
ENE8
=
j 5 IM
INC
%,��'`F,;S/ • D I A:�sEY�'G��`.�`
`a sixwx�ici � swat+De
JACOBSEN HOMES
NOTICE:
THESE SPELIFlCATIONS AND DRAANGS ARE
��� ••
C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING iITIE:
NORM. SPACING TABLES
MH
P.O. BOX 368
MATE AL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS JACOFULS SENARE
^
/,
SAFETY HARBOR, FLORIDA 34695
AT RMDED 70RTHE
INC. SUUi YATERULS ME FRONDED 70 THE
REOPOLT FCR SPECFIC PURPOSES AHD MM BE
cowmnk AND SECRET nu OTHERS
/,--�1
DRAWING NUMBER:
AD-TD-0010
PHONE (813) 726-1138
IVT
30
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
ninunklr nr n!\lllkl CDArlMrZ
MAX FLK AU-IU-UUIU IA= rm iw-iu-wiu — ... — .., ...._ ......_ - _- -- --
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE-DONN );IETHOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN
ENGINEER A
SEE NOTE 5 FOR
MAXIMUM HEIGHT
T1.1D-TO-0010 FOR SPACING TABLES. '`�.'Q:.�G\S T Ejq� /L
2. AD-TD-0010 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. 4 No.
3. OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. - ENE8703571 •:
4. AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. - : �F wiuu,uFAnuna
5. Z NE 2/EXPOSURE 'C': 60" MAXIMUM HEIGHT ' '� 5T / NOW
Z E 2/EXPOSURE '0 44' MAXIMUM HEIGHT ��0�••, /����9P' •���� REF. CALCS:
Z NE 3/EXPOSURE'C': 40' MAXIMUM HEIGHT �i DMA,.•' ��
Z NE 3/EXPOSURE b : 36* MAXIMUM HEIGHT ���4�sciln
a❑
❑,
❑❑ J AC O B S E N HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
CF-
THESE sPECIFICATION�S AND DRAWINGS ARE
ORIGINAL, PROPRIETARY, AND CONnDENTUU.
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PROVIDED TO THE
RECIPDNT FOR SPECIFIC PURPOSES AND MUST BE
I(EPT COK IDENTIAL AlII1 SECRET FROM OTHERS
C.L.Y. DATE:3-27-95
FIGURES 1.0 AND 1.1
R: AD-TD-0011
LETTER:
ADDENDUM s �'
NORMAL TIE -DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
HIND ZONE II
WIND ZONE III
FLOOR
Mw• OTY.
ANCHOR
MIN. OTY.
ANCHOR
�Q
WIDTH
EA. END
N
EA. END OF
ANGLE,
�S
O U 1V
EA 4cCTION ON
YIN.. A
EA SECTION
MIN. IN. 9
12'-0'
2
43'
2
55'
��y
13'-4'
2
50'
2
68•
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
DBLANCHOR
ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
6'
8'-0"
31501
40'-50'
6'-8'
3150#
40'-5t
13'-4'
6'
8'-0"
31501
40'-50'
6'-8'
3150#
40'-50,
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
HIND ZONE II
WIND ZONE III ,
FLOOR
MIN. OTY.
ANCHOR
MIN. OTY.
ANCHOR
WIDTH
EA END
ANGLE
EA. ENDANGLE
o
ON
EA SECTION
YIN. B
EIt SECTION
YIN. IN.D
12'-0'
2
64'
3
47'
12'-0*
3
37'
4
33'
l
13'-4'
3
42'
3
55'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
HIND ZONE II
WIND ZONE III
D9L HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0"
6'
54
3150g
40'-45'
4'-0'
3150#
40'-50'
13'-4'
6'
5'-4'
31502
40'-50'
4'-0'
3150
40'-50'
NOTES:
ENGINEEF, O A!AA,����'�
�F4
DAPIA APPROVAL:'�`N
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
�,
.`� � 1ST
"""
APPROVED BY
2. SEE AD-TD-0013 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
F� '?
ENE8703571 -
00oNO•
T 5
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
I N
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144• FLOOR WIDTHS WITH 95 1/2'
STAT" F CAZ?
4t+ `
/�
FEDEWLWMLFACTEN[HM
tvsT,r�auos+tETYsw[refo6
I -BEAM SPACING, 96- MAXIMUM SIDEWALL HEIGHT AND 6• MAXIMUM SIDE
OVERHANG (6. OVERHANG LIAX. EACH SIDE OF UNIT).
F • 0 QN .• �`J�`��`�
'' •..
""4 f , , „, �
``�
JACOBSEN HOMES
NOTICE: .11Al- IF
THESE SPECOCATIONS AND DRAWINGS Mw
yµ
1111�►„� '
C.L.Y.
DATE:
5-30-95
REV. LETTER:
Rd
P.O. BOX 368
CRIGINAL PROPWETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH WATERJLS ARE PROVIDED TO THE
n
DRAWING TITLE
NORM. SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
RECMT FOR SKCFIC RFPOSES AND MAT BE
,A--1`
DRAWAG NUMBER:
PHONE (813) 726-1138
IVT CDWMIIA1 PO SECRET FROM OTHETS.
AD-TD-0012
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
POP =200 is
-2 MC MAN
=00�_r��=
=r��=
Mcnil
III
III
I— .., — .ALL rut tw-w-wit matt rLK AU-iu-wl[ IAbLL FLK AU-I11-W12 IABLL FLR ALI-111-0012 TABLE MAX
FIGURE 1.2
SEE FIGURE 2.0 FOR ALTERNATE TIE -DOWN OHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXIMUM HEIGHT
ANGLE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN MEPHOD
NOTES: ENGINEER (�gtumulJF/F
1. SEE A-TD-0012 FOR SPACING TABLES AND NOTES. ���%�\" C' DPFQ �11,
2. SEE A TD-0012 FOR QUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. �� �0,.•�G�$T�9� , �A �ii
3. SEE 0 HER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. lz� NO. O
4. SEE A TD-0001 FOR ADDITIONAL REQUIREMENTS. ENE8703571 '
5. ZONE 4EXPOSURE 'C': 30" MAXIMUM HEIGHT _
ZONE EXPOSURE V: 48" MAXIMUM HEIGHT VATEQFZONE ,EXPOSURE 'C': 28' MAXIMUM HEIGHT Z/
ZONE /EXPOSURE 'D': 60' MAXIMUM HEIGHT / of
.�
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
NO'17CE: 'f*���"��``���UA
THESE SPECIFICATIONS AND DRANINU9Fq q
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PRONDED TO THE
RECIPIENT FOR SPECFIC PURPOSES AND UM BE
KEPT CONFIDENRAL AND SECRET FROM OTHERS
DAPIA APPROVAL•
APPROVED BY
Nil or, AN I
fEUEltq� MRt�IUFACTUflED FIOIE
GoMa't flucTgx arro sN;t71r Sut�wog
4m �ID' DATE: REV. LETTE
o0 C.L.Y. 1 5-19-95
AWING T1TLL- FIGURES 1.2 AND 1.3 A
AWING NUMBER: AD-TD-0013
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE-DO%N SPACINGS
MAX PER AD-FD-0070 IMt FtX W-IU-Wiu IA= ruc w-iu- iu iro rug ----
FIGURE 2.0
SEE FIGURES 1.1
AND 1.3 FOR TYP. CROSS-SECTION(S)
11IIIIIF,,,,,,,
ON TES:
F;A pAOVAL:. • /i
.� ,•G�STEq' •.cc/L''.,
DANA APPROVAL
I. SEE AD-TD-0010 FOR SPACING TABLES
�: F� No. �� •• ��
APPROVED BY
2. SEE AD-TD-OOIO FOR QUANITY OF LONGITUNAL TIE -DOWN STRAPS REWIRED. _
ENEC8703571 _
5
3. SEE OTHER DETAdS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS
!• -
4. SEE AD-TD-ODOI FOR ADDITIONAL REQUIREMENTS
1
/.
FED WM%ALYI
INC
0 �
caavuYAamosAFcrrs&gms TNaeae
I1 L1,114����
JACOBSEN HOMES
NOTICE:
THESE SPECIFICATIONS AND DRAWNLS ARE
ORIGINAL. PROPRIETARY, AND CONFIDENTIAL
DRAWN BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER'.
DRAWING TITLE:
❑„
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
MATERIALS OF JACOBSEN MANUFACTLFMNG
INC. SUCH MATERIALS ARE PROHDED TO THE
RECIPIENT FOR SPECIFIC PI KSLES AND MUST BE
PUT cOF6T)E nk AND SECRET FROM omm
FIGURE 2.0
DRAWING NUMBER
AD-TD-0014
I�
IC
nA
ADDENDUM
ALTERNATE TIE -DON SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE NEW OF MAIN FRAY-?
TIE -DOWN STRAP
SIC OTHER DETAILS
FOR PE-DCWN STRAP
SPECIFICATIONS.
APPROVED ANCHOR P^c,DED TO
MAIN I -BEAM (SEE OVER DETAILS
SEE A3-TD-0100 FOR FOR WELONG) TO BE NSTALLEi
RADIUS CUP DETAILS AT iHc- FACTORY.
(REWIRED INS LOCATION). AND 47251 ULT61ATE LOAD.) ]LOAD
o GROUND ANCHCR
° SEE OTHER DETAILS FOR SIZE,
ANGLE AND OTHER INSTALLATION NOTES.
FIGURE 2.1
SOLID HEADER (CROSSNEMBER) 3' X 3/4' (: 1/21 . NUST BE LOCATED
FRONT NEW CUT INTO HEADER %ITH.4 5' OF MAIN
FOR STRAP ATTACHME11i. CHASSIS i-BEAN.
(FACTORY CUT)
SEE AD-70-0200 FOR
SEE AD-ID-0200 FOR I RADIUS CLIP DETAILS
(REQUIRED THIS LOCATION). i (REQUIRED THIS LOCA ION).
t 5' dAx. • I
TIE -DOWN STRAP
SEE OTHER CETAILS
SIDE NEW FOR TIE -DOWN STRAP
SPECIFICATIONS
GROUND ANCHOR'
o / SEE OTHER DETAILS FOR SREANGLEOTHER,
° ANGLE AND OTHER II6TALLA110t1 !tG .tS.
NrSEE
ID,� FIGURE 2.2
ELR LPPROVAL::DARA APPROVAL,
_ � C!.
S:tt
-0010 FOR SPACING TABLSES
EE AD-TDTABLES.
AD-TD-0010 FOR OUANITY OF LONGOUDIAL TIE -DOWN STRAPS RIOURED. _ -0 c7'��'F;
3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTrtER REOUREMENTS.
-
4. SEE AD-TD-0001 FOR ADDITjONAL REQUIREMENTS. f '( "
'4//1iIr11111+rN
_
MCHOR BRACKET AND TIE -GOWN
DEVICES ARE CERTIFIED BY 0T1eS
DRAWN BY. DAic. REV.'TTER:
NDNca C.L.Y. 6-13-95
Tru'E SoCGFICAT ONS AND LRAWMS ARE
JACOBSEN HOMES t
: OfDQNAL FAURLETARY. AND C-I)M ITIAL DRAWING TITLE:
WArOULS O JAC08SEN id-UrACM1,13 FIGURES 2.1 & 2.2
„ P.O. BOX 358 IVG SUCH MAIOIIALS AFE PROKXD YO ThT
SAFETY HARBOR, FLORIDA 34695 prWaT FOR SIECFIC Ri4OSES AN) UJST SE DRAWING NUUBIR
AD-TD-0015
PHLIVE (8I3) 726-1138 WI COhrnOr7ALAQ SECRETIROY OZi= I
_qS
LONGITUDINAL STRAW ATTACHMENT
TYPICA
TYPICAL LONGITUDINAL ANCHDR STRAP
(FIELD INSTALLED)
NOTES:,
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL STRAPS TO BE TYPE 1, FINISH 8, GRADE 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.
NOTICE:
.❑ J AC 0 B S E N HOMES THESE SPECIFICATIDNS AND DRAWINGS ARE
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
,,� P.O. BOX 368. tNC. SUCH MATERIALS ARE PRONDED TO THE �n
SAFETY HARBOR, FLORIDA 34695 RCOPIENT FOR C PURPOSES AND Must BE
PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECED FROM DTHERS.
36
:AM CLAMP, MANUFACURED BY
J ENGINEERING, PART 159011
IFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLATION DETAILS)
DAPIA APPROVAL
A PROVED EY
Flo
rip INC.
FEDE AL MANUFACTURED HOME
rrN. RUCTION AND SAFETY STANOAROS
M.T. DATE, 6-12-01 HtV. LL'If
)1NAL STRAP ATTACHMENT 7—
AD— TO-001 6
ADDENDUM
OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
(�1 MIN. WIND ZONE II WIND ZONE III
FLOOR MIN. CITY. ANCHOR UIH. CITY. ANCHOR
WIDTH EA. END Of ANGLE EA. END ON ANGLE
to V EA. SECTION MIN. B EA SECTION MIN. 9
10'-0" 2 44' 2 56'
•
IL -0
2
51
3
42
13'-4'
1 3
38'
3
50'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE III
SPACING
DBL
DBL HEAD
ANCHOR ANGLE
SPACINGGLOAD
DBL. HEAD
ANCHOR ANCLE
10'-0"
12'
4'-0'
3150#
40'-50'
4'-0'
3150#
40'-50'
12'-0"
12'
4'-0"
30001
40'-50'
4'-0'
3150#
40'-50'
13'-4"
12'
5'-3"
3150#
40'-50'
4'-0'
3000#
40'-50'
I
S j `
{ 11
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE II
WIND ZONE III
MIN. QTY.
EA. END OF
Ek SECTION
ANCHOR
ANGLE
MIN. 0
MIN. CITY.
EA. END OF
EA SECTION
ANCHOR
ANGLE
MIN. 0
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
13'-4'
3
58'
4
48'
VERTICAL TIE -DOWN / FRAME TIE-DOiYN SPACING TABLE
MIN.
FLOOR
WDTH
MAX.
EAVE
OVERHANG
WND ZONE II
WIND ZONE III
SPACING
DBL
DBL HEIJ
ANCHOR ANGLE
SPACING
DEL
DEL HEAD
LOAD
ANGLE
12"
4'-0'
31501irl
40'-50'
2'-8'
3150#
40'-50'
12'-0"
12"
4'-0'
3100#
40'-50'
2'-8'
3150#
40'-50'
13'-4"
12"
4'-0'
30651
40'-50'
2'-8'
3000
40'-50'
NOTES:�avaL�Q`C�'
All
9.�12MI-YD BY
1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTEND114C BEYOND THE ENDWALL OF �Q ,.�G\S T R�,� • �A `! R E V 15 EI D
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE Q �• •-f/
WITH THE TABLES ABOVE.- THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T I.... - SEP 0 9 1
BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010).
2. SEE AD FOR ADDITIONAL REQUIREMENTS. -t� ;•� '� INC.
�9�q6...
3. SEE AD-TD-0021 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED �� r.�E]1A�•� .'����` FED RAL MANUFACTURED HOME
ABOVE. �4 F� V �� CONSTRUCTION AND SAFETY STAND
...
1
0
®,�
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NOTICE: �SARE
THESE SPEpFIUDONS AND DRAW.NGS ARE
ORICINAL PROPRIETARY, AND winDENTIAI
I INC.SUCH AT RIALS ARE NANUFACTO THE
C. SUCH NA1Ef?fALS ARE PRONDED TO THE
RECIPIENT FOR SPECM PURPOSES AND MUST BE
12PT CO CERDAL AM SECRET FRW OTFIFRS.
T �ln�
R.R.
DATE:
8-27-96
REV. LETTER:
DRAWING TITLE: SPACING TABLES
DRAWING NUMBER:
AD—TD-0020
37
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
QW01AAAIr TIG_nn1AIN CPArimriz
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIE —DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING PEDOWNS
SEE NOTE 5 FOR
MAXIMUM HEIGHT
[TABLES ON AD-TD-0D20 DO NDT APPLY
TO THESE STANDARD MULII-tlLDE SECTIONS
OF THE UNIT -SEE NOTE 1. AD-TD-0020.1
TIP. FLOOR SYSTEN-7 TYP.
ANCHOR ANGLE ANCHOR ANGLE
ANGLE ANGLE
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE TIE —DOWN METHOD gmi lo9.11!Qp ALTERNATE TIE —DOWN METHOD
ENGI` 0 , • „ O �i�� DAPIA APPROVAL:
NOTES: �.�� Q • G15TI •• F `�,,
1. SEE AD—TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). ` �: •Q� NoFQ' ? APPROVED BY
2. SEE AD—TD-0020 FOR OUANITY OF LONCITUDIAL TIE —DOWN STRAPS REQUIRED. = ENE8703571
(OFFSET SECTION ONLY) JIMn x ffl
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. _ A`
4. SEE AD—TD-0001 FOR ADDITIONAL REQUIREMENTS. �O,•. ' 6 IN;4
`, FEDEeu mANuFAwue®me INC
5. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT �► •., ``��77 . CCiAUf7gMlY�
'��iA• \ sAF�rrswaAFloo
ZONE 3/EXPO URE C': 32' MAXMUM HEIGHT (32' 24' WIDE MIN.)
MUM HEIGHT
ZONE 3/EXPOSURE '0': 32' MAXIMUM HEIGHT (44' ®24• WIDE MIN.)
NOTICE: DRAWN BY: DATE: REV. LETTER:
DODO JACOBSEN HOMES THESE SPEGIFICATIONS AND DRAWINGS ARE C.L.Y. 5-11-95
ORIGINAL, PROPRIETARY, AND CONFIDENM DRAWING TITLE
0000 MATERIALS OF JACOBSEN MANUFACTURING FIG. 3.0, 3.1 & 3.2
O,v❑ P.O. BOX 368 INC SUCH MATERIALS ARE PROVIDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECrPmaT FOR SPEMC PURPOSES AND MUST BE DRAWING NUMBER:
0000 PHONE (813) 726-1138 IGPT CONFIDENRAL AND SECRET FROM OTNERA AD-TD-0021
38
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtiVN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOA` SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
„111iIIIli11!//!
O ES: �N �^ OV ii�DAPIA APPROVAL
!- APPROVED BY
1. SEE AD-TD-0020 FOR SPAC:Ni TAKES (OFFSET SECTION ONLY). � �O'Q`rhoE4FO
2. SEE AD-TD-0020 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. -Z ivE8703571 - � 1 5
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOOCNG (PIER) QUANTITY AND OTHER REWIRSAENTS. _
4. SEE AD-TD-DDOI FOR ADDITIONAL REQUIREMENTS. � nT � ar- � _ INC.
��•�� ,� t�/ � fE.Ewi w�t�C,tfiED KBE
NA
. �,e�,•.!/�j,.,/.AN�•,• � �, eoe„e,e�n�Nos�tmsweww
NOT7CE URAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES THESE snoncAT,0N5 AND DRAMNGS ARE C.L.1 5-11-95
■ CRONAL, PROPRETARY, AND CONHIDEHIIAL DRAMNG TITLE
„ P.O. BOX 368 MATERIALS OF JACODSEH MANUFACTLRINO FIG. 4.0
DIG SUM UATERUIS IRE PROMDED TO THE
SAFETY HAP.B^R, FLORIDA 34695 RECPENT FOR SKCM PUPMES MO MJST BE DRAWING NUMBER
PHONE (513) 726-1135 KEPT COWMT14 kD SECRET FROM OTHERS AD-TD-0022
39
R�Q� ADDENDUM
I TIE-DOWN SPACING TABLES S�'t
ALTERNATEUNIT
II &III/EXP. C & D
/
LONGITUDINAL TIE -DOWN SPACING TABLE
�+1
MIN.
WIND ZONE II
WIND ZONE III
EA END OF
ANCHOR
ANGLEEA
MIN.OTY.
END Or
ANCHORFLOOR
ANGLE
�
ACTOWIDTH
MIN.6
EA SECTION
WIN. 9
0��
20'-0'
2
36'
2
45'
24'-0'
2
46'
2
60'
1
25'-4"
2
50'
2
67'
26A"
2
55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE-DOIVN SPACING TABLE
MIN.
MAX.
HIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
4'-0'
3670#
20'
4'-0'
3900#
20'
24'-0"
12'
4'-0'
3700#
20'
4'-0'
3950#
20'
25'-4"
12'
6'-8'
40001
15'
4'-0'
3950#
22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950#
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
v
FLOOR
uIN. oTl.
EA END
ANCHOR
MIN. 01Y.
EA END OF
ANGLE
ANGLE
WIDTH
ON
EA SECTION
INClE
MIN. 0
EA SECTION
UIN. A
O�
20'-0'
2
50'
N/A
N/A
1
24'-0'
2
70'
N/A
N/A
25'7
3
42'
N/A
N/A
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
D6L HEAD
ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
20'-0"
12'
4'-0'
40001N/A
M7T
N/A
N/A
24'-0'
12"
4'-0'
40001N/A
N/A
N/A
25'-4'
12'
4'-0'
40001N/A
N/A
N/A
26'-8'
12"
4'-0'
40001
N/A
N/A
N/A
Ray DO //
FQ�f'�i,��
DAPIA APPROVALNOTES:
1. SEE AD-ID-0001 FOR ADDITIONAL REQUIREMENTS.
NO.'
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
•
:• ENE8703571 =
- 11-
•_
ABOVE.
J,
J. 20 RIDES -82' MAXIMUM I -BEAM SPACING ONLY.
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-0031).
��� ,�; •..'v:i1/G..,.'�\ `�
_., ,-......,...,;.. ...•
AI
JACOBSEN HOMES
NOTICE: "I/md tQBA
THESE SPEancooNs AND DRAYAMM AKC.L.Y.
•.
DATE'
6-13-95
REV. LETTER:
TITLE
ALT. SPACING TABLES
ORIONAL PROPRIETARY. AND CCNFMTAL DRARING
MATERIALS OF JACOBSEN MANUFACTLIRP6
A
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
INC. SUCHMATERIALS ARE PROWED TO TIE
REOPIENT Fat SPECITIC PURPOSES AIDtnuT BE DRAIMNG
NUMBER:
AD-TD-0030
E (813) 726-1138
WT CaNrl RAW AND SEOV FROM Onus
me
MTV Tif
RIJ
PNC°gs ALTERNATE TDEEDOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOTE 4 FOR
MAbMUM HOGHT
FIGURE 5.0
4' INSET, L
SEE FIGURE 1.1 FUR RECOMMENDED TIE -
DOPY METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS
PFIgT USING THIS TIE -DORM CONFIGURATION A STYE CREST PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR In A DESIGN TOAD (KORIONG LOAD) RATING OF
4,000 POUNDS AND AN ULTUTAT�O� XkNFA�RER PO E USm BNEUSEDEu OFAN EqUTVILkKT ANCHOR MEETING THE S717E CREST PRODUCTS ANCHOR
ABOVE SPECIFICATIONS MADE BY
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUIREMENTS.
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-DO30).
4. ZONE 2/EXPOSURE 'C': 3X MAMIUM HEIGHT
ZONE 2/EXPOSURE 'D': 27" MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 30' MAXCIIUM HEIGHT
ZONE 3/EXPOSURE 'D': THIS APPLICATION IS NOT APPLICABLE.
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER. BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
(�1IEER�PAOVAL�)v�' • • �//.
cif'' C1sTEq'• �'?� //�i
No.
_PNE$703r7t
ST
�; 7p I Kt �``` �•
%ss/orra 's'
�nnru DRAWN BY:
NOTICE.
C.L.Y.
THESE SPECIFICATIONS AND DRAWNGS IRE
ORIGINAL. PROPRIETARY, AND CMDENTVt DRAWING TITLE:
MATERIALS OF JACOBSEN 11AMFACTMNC
Dit: SUCH MATERIALS ARE PRONDED TO THE DRAWING NUMBER:
REONFNT FOR SPECFX "NO AND MUST BE
KEPT CpLaFTOENTIAL A10 SECRET FROM OHM
DAPIA
REV. LETTER:
6-13-95
FIG. 5.0
AD-TD-0031
41
110N�N0 NORM1� , ADDENDUM
tiM5 Ply at1Z G°�'" R��
0° �O ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6
ZONE II & III/EX'. C & D
Q
LONGITUDINAL TIE -DOWN SPACING TABLE
Mitt
WIND ZONE II
WIND ZONE III
FLOOR
MIN. On•
ANCHOR
MIN. OTY.
ANCHOR
�1
WIDTH
EA. END
ANGLE
EA. END OF
ANGLE
0
EA SECTION
MIN. B
EA SECTION
MIN. B
20' -O"
N/A
N/A
N/A
N/A
24'-0"
2
42'
2
53'
25'-4'
2
45'
2
1 58'
26'-8" 1
2
48'
3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR w�
SPACING
DBL HEAD
LOAD
a4g10R ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0"
12"
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
1 4'-0'
40001
20'-30'
4'-0"
4000#
20`-30'
25-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
26'-8"
12"
4'-0'
4000#
20'-30'
4'-0'
4000#
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
IND ZONE III
FLOOR
MIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
WIDTH
EA. END OF
ANGLE
EA. END OFANGLE
O
FA SECTION
MIN. B
EA SECTION
MIN.. B
20'-0'
N/A
N/A
N/A
N/A
24'-0"
2
60'
3
45'
1
25'-4'
2
66
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
DBLANCHOR
ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12"
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
4000#
20'-30'
2'-8'
4000#
20'-30'
25'-4'
12'
4'-0'
40DOI
25'-30'
S-2'
'2*
4000#
15�30'
26'-8"
12"
4'-0'
4000#
25'-30-
3'
4000
25'-30'
NOTES:
ENGINEER �y►{1TIIIJJAA
��
DAPIA APPROVAL:
1. OFFSET SECTION 1NTH THE MARRIAGE UNE WALL EXTENDING BEYOND THE ENDWALL OF
C D �"""
���\v "' OCO'���•
PPROVED BY
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE UNE IN ACCORDANCE
THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTIONS) ARE TO
p: ��2'�111TH
Q` %0 O '
JUN 1
BE TIED DOWN W ACCORDANCE MTN THE ALT. SPACING TABLES (AD-TD-0030).
E rEi
11q A
INC
I
2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS..
S r�T , : =
q''�.
FIL,
3. SEE AO-TD-0033 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
•', ^�' '`��'��:
ABOVE.
s�
JACOBSEN HOMES
NOnCE: �Aq i-'
THESE sPEaFICAnoNs AND DRAVINIS'I�II�:
��
TIT� C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAINING TITLE: ALT. SPACING TABLES
Nc
P.O. BOX 368
ORIGINAL, PROPRIETARY, AND CONTIDEHTI&
MATERIALS OF JACOBSEN MANUFACMUG
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
INC, SIJCH MATERIALS ARE PRONDED TO THE
RECIPIENT FOR SPECM ROWLS AND Lam BE
1VT COMOT1AI. AHD SECRET IROY OTHM
DRAPING NUMBER:
AD-TD-0032
42
\s NO3 E,pt 0 lAal
ADDENDUM
lMs 0-F D GUI' OTC\ g TJ"�
ALTERNATE
TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
MOLE ANG,E
FIGURE 6.0
SEE FIGURE 3.1 FOR RECOMMENDED TIE -DOWN METHOD
SEE NOTE 5 FOR
MOM"
HDGHT
ITA'iES ON AD-TD-0032 DUE APPLY
TO THESE STANDARD MULrVX SEC110NS
OF THE UNIT -SEE NOTE 1, AD-ID-00311
TYP. FLOOR SISTDJ-7 I I TIP.
MOM ANUE ANCHOR ANGLE
FIGURE 6.1
SEE FIGURE 32 FOR RECOWNDED TIE -DOWN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE -DOWN CONFIGURATION A STYLE CREST PRODUCTS MODEL 67SH (TYPE'. AUGER ANCHOR T1TH A DESIGN LOAD (TOROG LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQU1V11ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN LLEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-0020).
4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-7D-0010).
(ALSO SEE AD-TD-0020 AND AD-TD-0021)
5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D: 24' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 24' MAXIMUM HMT
ZONE 3/EXPOSURE '0': 28' MAXIMUM HEIGHT
❑ JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WND ZONES AND IN BOTH EXPOSURE V AND EXPOSURE '0'. HOWEVER. BY
INSTALLING THE FR,4E TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
C. Dot
Q``G, No. RFo �2
E.NE8703aZIL
►rn �-
'O • STA r. OF
:gyp.•.. /
170nCe: •,,A ��^ ��,•
THESE SPECHICATIONS AND DRAWIGS ARE !' I l l i l l l l l l C.L.Y.
ORIGINAL. PROPRIETARY. AND CONITDENTLAL DRONING 11TLE:
MATERIALS OF JACOBSEN MANUFACTLONC
INC. SUCH MATERIALS ARE PROVDED TO THE
RECJPENT FOR SPECFX RCS AND MUST BE DRAWING NUMBER.
KEPT CONFDONTIAL AND SECRET FROM OUERS
DAPIA
PROVED BY
NlPiNC,5,
�15i1l1141911�
FIG. 6.0 & 6.1
AD-TD-0033
ADDENDUM �1GVR�
ALTERNATE TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
i r1
MIN.
WIND ZONE II
WIND ZONE III
YIN.OTY.
ANCHOR
MIN.OTY.
ANCHOR
FLOOR
WIDTH
EA END OF
EA SECTION
ANGLE
uIN. A
EA END OF
EA SECTION
ANGLE
MIN. A
12'-0'
2
43'
2
55'
N�Q v
13'-4'
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SSPACING�
HEAD
ANCHOR ANGLE
SPACING
LOAD DBL. HEAD
ANCHOR ANGLE
FLOM WIDTHOVERHANG
EAVE
12'-0"
6"
4'-0'
37501
20'
4'-0*
3900#
22'
13'-4' 1
6"1
5'-4'
38501 1
25'
1 5'-4'
3960#
30'
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
LONGITUDINAL TIE —DOWN SPACING TABLE
�11N
WIND ZONE II
WIND ZONE III
uw.OTY.
EA END
ANCHOR
ANGLE
MIN.OTY.
A END
EoN
ANCHOR
ANGLE
v
FLOOR
O�v
WIDTH
EA SECTION
MIN. a
EA SECTION
MIN. e
12'-0'
2
64'
3
47'
12'-0*
3
37'
4
33'
13'-4'
3
42'
3
55'
13'4"
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
NC
SPACING
HE AD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6°
4'-0"
39501
25'
2'-8'
39301
20'
13'-4"
6"
4'-0"
39601
25'
1 2'-8'
4000#
30'
THIS ALTERNATE APPLICATION REQUIRES POUND ANCHORS
,,4
NOTES:
ENaNEkkk\ PR "C l OF '*
��
�D�
DAPIA APPROVAL'
1. SEE AD-TD-DD01 FOR ADDITIONAL REQUIREMENTS
-&S T Eq ' O�''�'%
�� , • .
No. o'
APPROVED BY
2 SEE
ABULO D FOR UA7DNUu PIER HEIGHTS REQUIRED FOR THE LOADS
EN�8703571
..• -NIP
,�N 1 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 MTTH 95 1/2'
�s
��0•'•. / 6 "7 9,•' ��`
G�amna�ouroMOK
I -BEAM SPACING, 95' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX. EACH SIDE OF UNIT).
JACOBSEN HOMES
NOTICE '!!;
THESE SPECIFICATIONS AND DRAWNGS ARE
ORIGINAL. PROPRIETARY. AND CONFIDENTIAL
���
C.L.Y.
DALE
5-30-95
REV. LETTER:
A
DRAM'NG TITLE:
SPACING TABLES
„�
P.O. BOX 368
ETY HARBOR, 695
MATERIALS OF JACOBSER YANUFACTURINC
WC. SUCH uAMIALS ARE PRONGED TO THE
TOws�
IVTa�TF� ll.
ALT.
DRAMTNG NUMBER: AD-TD-0040
PHONE (813)F721iID;�
�Joa�SECRET FRO
U2
ADDENDUM
C�CgS R
000 0 ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ANGLE MGE
FIGURE 7.0
SEE FIGURE 1.3 FOR RECOMMENDED TIE-DO1IN METHOD
IMPORTANT NOTICE:
SET NOTE 4FOR
HMIJM HEIGHT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TE-DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TI1H A DESIGN LOAD (TORK[NG LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIV[LANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER MAY BE USED IN IEU OF THE STYLE CREST PRODUCTS ANCHOR.
1. SEE AD-TD-OODI FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REQUIREMENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-DO35).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE 'D': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT
ZONE 3/EXPOSURE '0': 28' MAXIMUM FFIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE -DON METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY
INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DONS.
'•1ST.9F�
Q``G t
No. Fa
5TA F QF
trn • YO.f ...tv_•!.�C����
APPROVED BY
ON1 A
15
INC,
it..-. ..:fr;UFED IdE
ca.,.,...,v +a: trnsamwae
JACOBSEN HOMES
No71c>+ '•rirrr��
THESE SPEQFICAIIONS AND DRATANGS ARE
,°,';{1"(y�ey''. C.L.Y.
DATE 5-30-95
REV' ��
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
MOINAL. PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
R!G RO MATERKS ARE PROWLED TO THE
RECIPDlT FOR SPEC IC PLF41 S AND MW BE
IVT CDN WTIAI AND SECRET FROJ 0➢ERS
DRAVANG TITLE
FIG. 7.0
J�
A ,
DRAMNG NUMBER:
AD—TD-0041
45
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL V
SEE DETAIL
DETAIL `A'
WCKLF WITH 3150 j
Y MINIMUM (DESIGN LOAD)
DETAIL E B'
L
-BEAM
LL DOWN TIGHT TO
OUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL E C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PR0,1;CT�Rj�TA'ONGITUDINAL TIE CONNECTIONS ALSO.
NOTES. Et{LINE$9:APprZ9VR r gF '. C % DAPIA APPROVAL:
Q No. o'•. - APPROVED E'Y
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT = 910334 =
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET p,a
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. Cz- ON 11
-
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '� •• STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE %�O•••,/
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). i��i�" is IA�' � pfRALMANUFACTUR 11" II�Z CWMTOANDSAMINMIN
ME D AND RED OTHERS r NOV 2 4 1998
RdAD-JACOBSEN
HOMES
THESE SPECIFlCANOTICE: '
lIONS AND DRANINCS ARE
ORCINAL, PROPRIETARY, AND CONFDENTIAL
MATERIALS of JACOBSEN MANUFACTURING
DRAM BY.
M.T.
DATE 11-18-95
REV. LETTER:
Q
I 1
DRAMNG TITLE: MISC. TIE —DOWN
P.O. BOX 368
INC. SUCH uATEHIALs ARE PROVIDED TD THE
v
DRAHING NUMBER:
TD-0050
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECP04T FOR SPECFIC PURPOSES AND MT BE
KEPI caaoD+tuL AND SECRET FROM OTHERS
46
MIN. MAX.
FLOOR EAVE
WIDTH OVERHANG
30'-8' 6'
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II&III/EXP. C & D
�1 �0*S
SEA Z. D N
10.o
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WND ZONE
FLOOR
1NN.OTY•
ANMA
MIN.OTY.
kj
DTH
EA END OF
ANGLE
EA EN 1 OF
EA SECTION
MIN. D
EA. SECTION
30'-8'
3
40
3
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
WIND ZONE II WIND ZONE III
DX H�..A7
SPACING LOAD ANCaE SPAONG DBL LOAAD D
ANCHOR ANGLE
6 -9'
41-46
5'-5- 3150#
44-49
LONGITUDINAL TIE -DOWN
SPACING TABLE
MIN.
VIND Z94E II
WIND ZONE III
FLOOR
MIN O1Y
ANCHOR
MIN. OTT.
ANCHOR
MOTH
EA END OF
ANGLE
EA DID OF
ANGLE
EA. SECTION
MIN. 9
EA SECTION
MIN. 9
30'-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WIND ZONE II WIND ZONE III
FLOOR EAVE DBL HEAD
WIDTH OVERHANG SPACING LOAD ANDU kaf SPAONG DBL HEAD
LOAD
30'-8' 6" 4'-6' 31501 46-50 4'-0' 31501
SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS
SEE AD-TD-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE.
REF. CALCS G ��
-
,���T�tTtuutryAA�.
ANCHOR ANGLE
49-52
WNDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
,PIA APPROVAW O s in
APPROVED BY
.-NP
fEDERALH4NE�C10REDId� INC.
CONSTW01 AYJ SAT, EY SUt W-
TC O■ JACOBSEN HOMES THEST:SPECInCATITIOONSTAND DRAwNGSAn OWBY: M.T. DATE: 2-8-99 REV. LETTER:
ORIGINAL, PROPRIETARY, AND cMDEN11A1 DRAWING TITLE: \r► P.O. BOX FLORIDA
INC.MATERIALS OF AkC08SEN SUGj MATERIALS ARE PROIADED TORTHE NORM. SPACING TABLES
SAFELY HARBOR, 726-11 34695 RECENT FOR SEEax
PHONE (727) 726-1138 nPT counmia AND SrRW D DRA111NC NUMBER:
AD-TD-0070
47
CA ,•��\STER� , 11
No. o
910334 -
C- TAT E Of='.:
cam; • O p,. `
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
MAX PER AD-ID-OU10 IAHIL Itx AD-1u-mu Mat m NYIU-WIU M&L m w-w-wiv IIMXL rm m-w-wiv uIML wnti
FIGURE 10.0
SEE FIGURE 20 FOR ALTERNATE T1Ff-DOWN METHOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS DP- FLOOR sym
7CROSS/ CHASSIS
SEE NOTE 5 FOR
IV - - ___ - r
MAXIMUM HEIGHT
N
ANCHOR ANGLE ANCHOR ANGLE
6110 T ° FIGURE 10.1 NE III
MPH)
OF HOME 9 20 PSF ROOF
SEE FIGURE 5.0 FOR ALTERNATE TIE -DOWN METHOD 4 / 10 PSF D.L.
REF. CALCS.���Ntltttll�, C w'I r e;l •
,...
NOTES: Q�?G�E'''��r�l 'i�i� DAPIA APPROVAL'.
1. SEE AD-TD-0070'FOR SPACING TABLES = :'ee No. O = APPROVED BY
2. SEE AD-TD-0070 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REQUIRED. 910334
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS * cos
4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS �.�O : STATE OF.. �c�+
5. ZONE 2/EXPOSURE 'C': 5V MAXIMUM HEIGHT Z�Q•'•., / D) �P' �C� C INC.
ZONE 2/EXPOSURE V: 40' MAXIMUM HEIGHT HOME
ZONE 3/EXPOSURE V: 56' MAXIMUM HEIGHT. ��i� F ts� • `" `AC ` CONS T�i+u s t�Y T~DS
ZONE 3/EXPOSURE V: 40" MAXIMUM HEIGHT �fill ,' ����� jAN l; 6 ?004
NOTICE. DRA = DATE: REV. LETTER:
JACOBSEN HOMES NESE SPECIFICATIONS AND ORA N. ARE M.T. 3-1-99
ORICINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE:
Mon MATERIALS OF JACOBSEN MANUFACTURING FIGURES 10.0 AND 10.1
P.O. BOX 368 INC. S M MATMALS ARE PROVOM 10 THE
SAFETY HARBOR, FLORIDA 34695 REOPFNT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: AD—TD—00%�
PHONE (727) 726-113B ITT CONFDFTTFIAL AND SECRET FOM ROnm
49
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
(1
MIN.
WIND ZONE II
UND ZONE III
�1
FLOOR
MIN. OTY. ANCHOR
UIN. OTY. ANCHOR
S (��
WIDTH
EA END OF ANGLE
EA.END OF ANGLE
v
�U
EA. SECTION MIN. O
EA. SECTION MIN. 9
15'-4'
3
45
3
35
10
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
•
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HEAD
LOAD
moo &O.E
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
15'-4'
6' EACH SIDE
6'-10'
3150#
40-46
5'-6'
3150#
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY. ANCHOR
MIN.OTY. ANCHOR
v
WIDTH
EA END OF ANGLE
OF ANGLE
EA SECTION MIN. B
[A. EA SECTION MIN. B
15'-4'
3
30
4
35
ttj�
O
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAK
WIND ZONE 11
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBL HAD
LOAD
kou ANaE
SPACING
DBL HEAD
ANCHOR ANGLE
LOAD
15'-4'
6' EACH SIDE
4'-6'
3150#
42-50
4'-0'
3150#
44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALCS. C �. _ C/ 2 • G� - �2 l�
/
nunlr,r
NIDTES:
ENG;N, OV r/�ii
DAPIA APPROVAL-W 0
1
SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS,
CoeGIST E� • F�� 'i�'i
Fo''•
BY
2
SEE AD-TD-0073 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS
TABuIATEo ABOVE
No.
910334
APPROVED.
J.
MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
STATOF
E ct, a .
4.
ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2'
'•
�'�� P•
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
������
•''
r NopN cu�TYawa++ t
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
' s
r&
'
JACOBSEN HOMES
NOTI �THI
THESE
It' BY:
M.T.
DATE:
2-8-99
REV. LETTER:
SPEQnCATIONS AND OWINGS ARE
ORIQNAL• PROPRETARY, AND COWTDENRAL
DRAINING TITLE-
,®0
P.O. BOX 368
368
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PRONGED TO THE
NORM. SPACING TABLES
SAFETY HARBOR, F 34695
PHONE (727) 726-1138
REMENr rOR SPEOM PURMS AND UM BE
qPT CCHMENTIAL AND SECRET TROY OTHERS
➢RAYING NUMBER:
AD-TD-0072
40
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
MAX PER AD-TD-OO1Z TABLE PER AD-W-WIZ IAIAt 11N AU-I1)-WI2 MULL RX AU-IU-WIZ IAU t - ttX AV-N-WI[ INAt NM.
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIG URE 10.2
SEE FIGURE 2.0 FOR ALTERNATE TIE-DOVN METHOD
SEE NOTE 5 FOR
MAAMUM HEIGHT
N
J� �� al
T� F
ry,NSIDE FIGUREM 10.3
SET ANCHOR HEAD
OFIH01 E (TYP.)
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN iMOD
NOTES:
1. SEE AD—TD—DO72 FOR SPACING TABLES AND NOTES.
2. SEE AD—TD-0072 FOR QLIANITY OF LONGITUDIAL TIE—DOVM STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 56' MAXIMUM HEIGHT
ZONE 2/EXPOSURE V: 56' MAXIMUM HEIGHT
ZONE 3/EWOSURE 'C': 56' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 56' MAXIMUM HEIGHT
REF. CALCS.
FNGWPPLAPPROVAM AL k.,—"&- DAPIA APPROW
910334
•• STATE CF ' c
O JACOBSEN HOMES THESE SPECIFICATIONS AND DRAGS ARE
ORIQ❑000 MATERIALS
PROPRIETARY. AND UFAC URIAL
NG
P.O. BOX 368 MATERIALS AT JACOBSEN MANUFACTURING
�u�I INC. SUCH MATERIALS ARE FRONDED TO THE
AND VM OE
ElEl I SAFETYHONES (727) 726 113FLORIDA 8 95 REMENT KEPT CONFIDENTIAL AND M FROM oDEM
50
WINDZONE III
(110 MPH).
20 PSF ROOF
10 PSF D.L
APPROVED BY
NIP INC. -
OOlsniuc+wwlowrulrriwaNp
AM i W 2004
DATE:
M.T. 3-1-99
FIGURES 10.2 AND 10.3
AD-TD-0073
.0n
ADDENDUM �s
OFFSET UNIT TIE —DOWN SPACING TABLES
1
ZONE II & III/EXP. C & D 11
LONGITUDINAL TIE —DOWN SPACING TABLE
c (+�
MIN.
WIND ZONE II
WIND ZONE III
r
FLOOR
NM. CITY.
ANm
MIN. CITY.
ANCHOR
WIDTH
EA END OF
ANGLE
Ell END OF
ANGLE
�O
EA sEcnoH
INN. a
EA.SECTION
ILUL B
12'-0'
3
47'
3
61'
13'-4"
2
54'
3
41'
I
154
2
54'
3
1 41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
Mll
MAX.
WIND ZONE II
WIND ZONE III
OBI.. HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOADANCHOR
ANGLE
FLOI
QUID
EAVE
OVERHANGSPAM
12'—
'
12"
5'-0'
31501
40'
4'-0'
3150#
39,
13'—
"
12'
5-0'
31501
41'
4'-0'
30000
40'
15'—
"
12"
5'-0'
3150#
43'
4'4"
30001
42'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
Y.
ANCHOR
NIN CITY
ANCHOR
FLOOR
WIDTH
EA END OF
END
ANGLE
EA END OFANGLEEA.
SECTION
MIN. A
EA. SECTION
MIN. 0
12'-0'
4
45'
4
60'
3
45'
3
60'
15'-4"
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
HEAD
LOAD
LOAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
man ANGLE
FLOO
WID
EAVE
OVERHANG
12'-0
12'
4'-0'
3150#
40'
3'—O'
3000#
38•
13'-4
12'
4'-0'
30651
41'
S4
30001
39'
15-4
12'
4'-0'
30651
43'
3'-0"
3000,#
41'
NOTES:¢.66
- eOLG4, C_ [t, - t!i r471— f' r /z
SECTION PATH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
ENGINEER+APWW'Al iffil,�,t® REF. CALCS Q•-7lI- 1 �rr/ I -
•A'�b -M • • • • • • •Q r3d► "r
�o..
I. OFFSET
THE AD
CENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE
*��..>YylClr=1`'
G Pff6D BY
?
WITH
TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
F io
BE TIED
DOWN IN ACCORDANCE 1NTH THE NORMAL SPACING TABLES (SEE AD-TD-0010
C�
• JUN
FOR 12'
0' 8 13'-4' IWDES, AND AD-TD-0070 FOR 15'-4' INDES).
2. SEE ADNu
TD-0001 FOR ADDITIONAL REQUIREMENTS.
• # S7A a
3. SEE AD
1D-0081 FOR MAXIMUM PIER HEIGHT REQUIRED FOR THE LOADS TABULATED
��. Q, ••J Q �►� I I V C.
EDERAL MANUFACTURED HOME
,��••.��.. � ��
STANDARDS
T. DATE: REV. LETiIIt:
JACOBSEN HOMES D NOTICE: 4'
� sFEc�cAnoNs ANDRA � �* � C4 t r a � � i�0��. 6_ 8-04
li
low
OfgCRiAI, PRaPRETARY, AND DRAWWG nTIE A
P 0. BOX 368 MATMA`s OF JACoesa�l U"""F
K 501 MATIMALS ARE PR TO OFFSET SPACING TABLES
SAFETY HARBOR, FLORIDA 34695 RFOW FOR SPECIRC PRUMO DRAWING NUMBER: AD-TD-0080
PHONE (727) 726-1138 KVT COVIDWAL AND SECRET 0
51
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIF—DOWN SPACINGS
I
FIGURE 11.0
Sly FI M 4.0 FOR AL'P13&NA48 72-DOIN YMD
5 SECTION(S)
TIMMS
NOTES:
1. SEE AD-ID-0080 FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AO-TD-0080 FOR QUANRTY OF LONGITUDIAL ME -DOWN STRAPS REQUIRED.
(OFFSET SECTION ONLY)
3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AO-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C': 48' MAXIMUM HEIGHT
ZONE 2/EXPOSURE '0". 40' MAXIMUM HEIGHT-36' FOR 12'-0' WIDE UNITS
ZONE 3/90SIJRE 'C': 48' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 40' MAXIMUM HEIGHT
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
xprdPHONE (727) 726-1138
(Timus ON AD-70-0080 am APPLY
TD 116g STANDARD MMI-ME SEC➢diS
OF 11E WT -a NOTE 1, AO-TD-MI
TIP. FLOOR SYSIBI-7
jr I— MCHOR ma
sire
THP.
i
I
ANCHOR MU
L Gr
FIGURE It.2 s°C917'a, ,
ALI �
f4 FOR MUTE TM -DON IMOD �'
APPROVAL•
ent,! �t{w n,rrt�vn � t#. DAPIA
�"'*f'•`�°;;TzF►"�;'�3 PPROVED BY
No. WOOL
�
* } v• ARI
vi t�e)'••;c�y
NOTICE: rr' ,, , MAYIN'E
THESE SPECIFICATIONS AND DRAMINGS ARE
ORIGINAL. PROPRIETARY, MO CONRI)EIMAL DRAWING
MATERIALS OF JACOBSEN MANUFACMRNG
INC. SUCH MATFRIMS ARE PRODDED W THE
RECIPIENT FOR SPECNRC PURPOSES AND WST BE DRAWING
IOPT CONFIEWAL MD SEW FROM O1FFB4
52
WJUN i� �l ►�
INC.
ERALFA ED HOME
FETY STANDARDS
M.T. DATE: 6-8-04 REV. LETTER:
FIG. 11.0, 11.1 & 11.2 A
It: AD—TD-0081
ADDENDUM
ALTERNATE 'OFFSET -UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W1 OfTSET SECTION)
SHOWNG TIE -DOWN SPACINGS
IRAN[-
1211 P, w_ a
IF IF
MAIL PER AD -
OF LOT
MAX PER AD-ID-OD70 IABLE
OR AD-TD-4010 IAKE
FIGURE 12.0
PER AD-10-0070 TABLE PER AO-TD-D070 TABLE AKX
GR AD-TD-DOID TABLE OR AD-TD-DDID TAM
(501; C_ - 16z
SEE FIGURES 11.1 AND 11.2 FOR TV,,wGRQ0- SECTION
X.. -S7*/jX_'llw,,.
DAPIA APPROVAL
N0TEi:: ENONEQb
No.
1. SEE I-TD-0080 FOR SPACING TABLES (OFFSET SECTION ONLY).
01
2. SEE )-TD-0080 FOR OUANITY OF LONCITUDIAL TIE-DOYN STRAPS REQUIRED. qlo334
fT C T SECTION ONLY) 3. SEE ER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
STXI-E or.
4. SEE -M-DOOI FOR ADDITIONAL REQUIREMENTS. %
1 N 1
I rjfdSljR(]CTjLjr
NOTICE: DRAWN BY. DATE: REV. LETTER:.
JACOBSEN HOMES THESE SPEOPICATIONS AND DRAVANGS ARE R.R. 5-9-01
ORIGINAL PROPRIETARY, AND CONFffNI)AL DRAWING TITLE:
P.O. BOX 368 MATERIALS OF 4kCDM MANLIFAC7URING FIG. 12.0
INC.
SUCH MAID&ALS ARE FRONDED 7D THE
SAFETY HARBOR, FLORIDA 34695 REMENt FOR SKOK PAWS AM MUST BE DRAWNG NUMBER:
PHONE (727) 726-1138 *PT CONFIDINTIAL AND SEVIET FIM DDM AD-TD-0082
53
ADDENDUM 5ss
w
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES gEt p lq 1 _
1�
ZONE II & III EXP. C &
LONGIT
INAL TIE -DOWN SPACING TABLE
�+1
MIN.
WIND ZONE H
WIND ZONE lu
I&un
ulm
Nk CITY
mcm
�1
float
WIDTH
' EM CIF
ANME
EA. W OF
ABQi
O�
SEC11011
WL a
EA. SECn
YN. 0
26'-8'
3
42'
3
53'
j�
364
j 3
52'
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
i SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAM
��
MON mu
SPAIW
AMON MaE
EAVE°��
MOTH
OVERHANG
26'-8'
6'
6'-8'
31501
4(r 50'
6-4'
31501
40'-50'
30'-8'
6'
6'4
1 31501
40'--50'
5-4'
1 31501
40'--50'
LONGITUbINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE ill
GTY
N W
rsECTO
ANm
ANL1E
WIL mY
EA ao OF
A}I010Tt
ANCTE
FLOOR
WIDTH
Of. A
FA SECTION
WIN. B
�Q O� V
26'—Ir
4
41'
4
52'
30'-8*
4
51'
4
1 70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPAIN
DeL W
AN01GR ANGLE
SPACING
W
AN oe MIXE
OO
FLOOR
EAVE
MOTH
OVERHANG
26'-8'
6'
5-4'
31501
40 -50'
4'-0'
3150#
40'-45'
M-80
6'
5'-4'
31501
40'-50'
4'-0'
31501
41k 45'
h.
VANKONE NI
(110INPH)
20 PSF ROOF
10 PSF D.L.
W. CALCS, C (l - l�/ l — to 3
.%too# �G (2
`
NOTES
EN . •
"� �IFi ' •' ,t
DAPIA APPROVAL
APPROVED BY
1. SEE FULL ADDENDUM FOR ADDITIONAL REGUIREMMTS
No. 0045484
2. sEE AD-TD-m FOR MAOOMUM PIER NEI= REGINRED FOR THE LOADS
1.�S1
at
*3
TABULATED aow_
:.• A F
INC.,
�� , '•., COR1�,.••' .�
• C+ - +'
`sT�` .���
FEDERAL MANUFACTURED HOME
GX��
CONSTRUCTIONANDeSBAFEP(STAa�DARUS
4 It
JACOBSEN HOMES
NOW&
THE �CATM M MUM ARe
DRAIN BY
M.r.
DATE
0�-24-04
REV. LETTER:
DRAMING 111LE
108' HIGH SIDEWALL SPACING TABLES
P.O. BOX 368
Ql=NM_ FxaPRXtMY. AND WfWMJL
MA1FMs OF OZOM MN"ACRX"
NC: SM HAMIAM ARE PRO%= 10 116
DRAVANG NUMBER:
AD—TD-0083
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
NWW Pal n= PURPOSES AV W9 F£
NMPT CMEWDK MD MW FROM
04
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
FIGURE 10.0
TYPICAL CROSS SECTION I I
SHOWING TIEDOWNS FTaoa
SETr r r AWN mw
g. N H FIGURE 10.1
TIP.
AI1CIlat ma
SEE NOTE 5 FUR
MAXIM HEIGHT
REF. c& �. (- 0 3
Sv - a z
NArDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
NO
1. ADTD-OO83 FOR SPAM TAKES.
EN i
;� �U; � F � '�,
DAPS APPROVAL•
APPROVED BY
2. Ao-TI -OW FOR QUANITY OF LONCIMK TE-OOYN STRAPS REQUIRED.
.
yD
3. OCHER DETAILS FOR BLOCI�IG (PER) QUANTITY AND OTIE31 REQUIREIENTS.
: !
4. F I L ADDENDUM FOR ADDITIONAL RECUIRE]IENTS
5. Z 2/EKOSURE V: 36• MA)CINIUM HEIGHT
N C.
Z 2/b�0511RE b': 2r NA)OMIW HEIGHT
Z „ 3/E7Q�OSl1RE 'C: 3e MAWLN HEIGHT
• Z 3/E (POSURE b: 3Y MA)QMU11 HEIGHT
���'/� '• 1OF1�d►� e,�o
FEOERA':_HOME
• T ♦♦
AND SAFETYSTANDAIAUSMANUFACTURED
CONSTRUCTION
6. All CIFN.AI NS ARE BASED ON 20' ROOF ANGLE MA)L
JACOBS EN HOMES
,► SPECero MOM AMBY:
' ' '
M.T.
DATE
07-20-04
REV HFTIEJt
DRAY" nnFra;
FIGURES 10.0 AND 10.1
P.O. BOX ass
aPoattK. Pttomamy. no OWNIRRAL
MAIER� EN t OF 440DO AtmAtO
SAFETY HARBOR, FLORIDA W95
ItG SUM MAXIMS AM PFt0VM TO 1HE
IMWW f0t 2a INNO fS Alp WN HE
DRAOG IM qmAD—TD-0084
PHONE (727) 728-1135
WT taFnEHnIK ANoaEr PIa onus
55
ADDENDUM
SHEARWALL TIE-DAWN/PIER REQUIREMENTS
ur. siw umm _ . , ff. W
ar. S/r LEWM
"I It
amm MAC IS
6�
I
1
---
j
1
I
1
PER SHEARWAUS
M (ALL STUAbW)
Too P8
CAL NTUAll Q s
GE-poNTfs RflW RFD
TTE-wws RfAuAW
*L
)*T
OCL5EE
NOTE f SLE NOTE 1
HOTC 1 $a NOTE 1
A1VX
%a KQTEs 2 AND I
Q
A
a! lfM i Arm 3.
A
PER Rob
PIM Kldv
m mam
PIER Fib
Ms LwWaN
MS LOG4TK*f
TTds LOCH►"
zws LGCxr"
FIGURE 8, 0
FIGURE 8.1
THE DETAIL AGME IS SHOVi WITH A TWO PIER SHEARWALL CONFIGURATION, HOMER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL 131F VALUES.
i. X-OMS KOAKO W W_% � Ti-WIN sTww xAY er LauTm tx PPROVED BY
anal a nq uYAs sHa�r ABo4E QIVT RET1IDlm *JWo toTx}
Axa W [ID�RAL NOT Alr 01( GWUb0 n� !f�(YT:�LLIIrat (�'r'r' '► • , `,i
c •_Q�, no EB 10� 2WO
i r61HL A PiR AT fJel [14 cF TriE sd vtlWL JOtS15 (rOt W AfigX OCT t+I�� 1 t w 1 �.
cm Aw m AT EKH Do 00 idsTs RECARU m a< jE Ova, sw Macaa�alsTsl �• 410'S II \VI
A WV J XdKL I5 LOCAM 9471C A W WW M HWiT �'�A no � � �� _ * � F ERAL MANUFACTURED HOME
DE -POW MIKAPS JJIV ALL C>� a} x� ecaiREc tKL stW(+:+IL oo.lxlJRalloF� AlL iuEs STA'i'� Q�S ; �� C NSTRUCTIONAND SAFELYSWIDARDS
JACOBSEN HOMES it"reanamallo% P�'"�;'.�•'��R.R. "1402-01-00REMEIM" CWNAQTOIX34AkL s
M=
P.P. Tsox .394
Qq 4 5 W TIE PIER MO. B
�c. IIflGI Y.11T741d! M
wErr 14MM . FLOR10A 31305 a>x�arlratsrsrfcnwmawwzt.t DRA%*40 HL%(":.
PHONE (717) 720-1138 rs�T OXWE 4�l &+o 1 ntau rnanc AO—TO-100
56
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS
CElU>IG WAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .035' TIE —DOWN STRAP
CONTINUOUS ARCIM &STS.
VD VIEW
MAXa1UN SHEARWALL
VALUE (PER WALL)
X .035' TiE COWH STRAP
1C'JS ARCJ.O JOISTS.
NO
S: Z .'6 F�tG AP�IROVAL
• ;? �/jj ��
�i
DAPIA APPROVAL•
1. a
A40+001S TO BE RATED FOR AN ULTIMATE LD/O OF 47251 [3150 DESIGN LOAD]
- -� •L =
APPROVED BY .� V_
(
AD-ID-0OflI [10-OENLRAL NOTES] FOR NOTES ON rR0UH0 AN310R R SIALLA00HL) ..
- y
2. IN
ALL A PER AT EACH DID OF THE 94EARWALL JOISTS (PER THE ABOVE DETAILS).
J. M
H 9 EARwA L IS LOCATED ABOVE A SCUD HEADER (FLU HEXirT CROSS-YEMBFP.) NO
'
A
YY STRAPS OR PIERS ARE REWIRED (ALL SHEARWALL COWCI)RATIONS ALL ZONES U ;
ALL EXPOSii1E5 .
I
,I
�i�
Vim.
♦. T
—DOYN STRAP REQUIRED AT EACH END OF JOISTS, ALL DB'_ SMCONFTOJRATIONS. �•�� .:±:;.
I.:: :A�>�����
`
CkNQ
S11OW-4 FLAT —OPT, CATHEDRAL SLOPED CEILINC LIAY BE /,Y
\``
� T [: wNox
L MD1 SHEARWALM ARE SHOMI INTHEDETAIL •ABOVE.R HOWEVER. LENGTH /i/rlllllhLlT'
CGNTIGURATTON SHEARWALL WAY BE USED.
'
NOTICE:
JACOBSEN HOMES THESE SKCIFICATIDNS AND DRAWRCS ARE
CRA'AN BY:
R.R
DAIS: REV. LETTER:
2-6-96
ORIGNAL, PROPRIETARY, RIO CUMENDAL
VATERA LS OF JACOBS°?I UANUFACTUR:NG
DRAWN. TITLE:
DBL. S W CONFIG. TI —DOWN
P.O. BOX 365 e+c sIxN uAYrRIAu ARF PRo TD T�
P
SAFETY HARBOR, FLORIDA 34695 F£DPPJIT rOR srEax PL'PJcgs AND Ism EE
DRANSNG NUMBER:
AD—TD-0110
PHONE (813) 126-1138 KEPT COMFlIENIIAL " MET MCW DINERS.
_
57
TRIPLE & MULTI SECTIONS
CEILING MAY BE FLAT OR
4N IS A TRIPLE MADE RAFTER.
I APPLICABLE TO STANDARD
ILE WILE TRUSSES.
JD VIEW
X .035" TIE -DOWN STRAP
UOUS AROUND JOISTS.
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIOEWALL APPLICATION)
NOTE:
ALSO APPLICABLE TO 'SLIP SIDE'
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES j ARE
350 PLF MAXIMUM SHEARWALL 350 PLF MAXIMUM SHEARWALL
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
DESIGN VALUE (PER WALL) DESIGN VALUE (PER WALL)
�— 1 1/4' X .035" TIE -DOWN STRAP 1 1/4' X .035' TIE -DOWN STRAP
36- AIIN. CONTINUOUS AROUND JOISTS. _ CONTINUOUS AROUND JOISTS.
rk
35'
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL'
1. GROUND ANCHORS 10 BE RATED FOR AN ULTIMATE LOAD OF 47251 [3150 DESIGN LOAD]
(SEE AD-TO-DDOI [M-GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTALLATION.)
INSTALL A PER AT EACH END OF THE SHFNIWALL JOISTS (PER THE ABOVE DETAILS).
�PpROVED BY2.
3. WHEN SHEARWALL 15 LOCATED ABOVE A SOUD HEADER (FULL HEIGHT CROSS -MEMBER) NO
_
1
TIE -DOWN STRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS, ALL ZONES
AND ALL
4. TIE-DO'ATI�ASREQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS.
//O
John C. Doede5P. E.
5. CEILING SHORN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
L5133 C. R. 22
I +
I'
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOHEVER, ANY LENGTH
OR CIX,FICURATION SHEARWALL MAY BE USED.
Goshen, IN 46526
0 1M�0,�5APCQ%
7. THIS DETAIL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS.
O DOD
❑O■�
JACOBSEN HOMES
NOTICE:
THESE SPECIIICATIONS AND DRAWINGS ARE
ORIGNNN., PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
DRAWN BY:
R.R.
DATE:
4-09-96
REV. LETTER:
A
DRAWING E:��E�P.O.
69' S/W CONFIG. TIE —DOWN
BOX 368
SAFETY HARBOR, FLORIDA 34695
INC. SUCH MATERIALS ARE PROVIDED TO THE
RECIPIENT FOR SPECIFIC PURPOSti9 AND DUST BE
DRAWING NUMBER:
PHONE (813) 726-1138
ICEPT C0MENIIN. NND SECRET IROU OTI1E)M
AD—TD-011 i
PORCH ANCHORING
UBLE HEADED 3,1`.
X .035" TIE -DOWN STRAP
10US AROUND STRAP BLOCKS.
WINDZONE III
4' l.'• EXPOSURE C
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF.,CALCS.`:
NOTES: ENGINE ':tPRO,VAI •. DAPIA APPROVAL:
1. SEE SET- MANUAL AND ADDENDUM FOR APPLICABLE BLOCKING
�,:.:..:' : '..: PPROVEL BY
�*u 4.. P7'!>�. ".
INC.
EDERAL MANUFACTURED HOME
ONSTRUCTION AND SAFETY STANDARDS
WC ,i .t 90012y
NOTICE: DRAWN BY: DATE: REV. LETF:
��E JACOBSEN HOMES THESE SPEClFlCATIDNS AND DRAVANGS ARE MT- 12-13-03 —
D1aaNA1, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE` PORCH ANCHORING
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING
SAFETY HARBOR, FLORIDA 34695 REOMIT FOR SPEOM POPM AHD VATINC. SUCH MATERIALS ARE PRDVWD TO
a,,,,,,, FROM OTNFAS DRAWING NU6IBER
PHONE (727) 726-1138 KEPT CONf1DENnAL AND AD—jD-0112
m
59
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
l0
r_ y
T�0���^-
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TIE -DOWN SPACING
TABLES (SET_ OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DC
(FACTORY INSTALLED)
CRIMP SEAL
(3150# WORKING LOAD)
G"i
s
Q
K
O
W
N
H
W
\11—VERi1CAL TIE -DOWN �
TYPE 1, FINISH B. w
GRADE 1 STEEL STRAPPING o
1 1/4' WIDE & 0.035'
IN THICKNESS, CERTIFIED BY W
A REGISTERED PROFESSIONAL bi
WN ANCHOR BRACKET
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
NOTES:
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
JACOBSEN HOMES
O„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
10000 PHONE (B13) 726-113B
RADIUS CUP MUST BE INSTALLED ON
ALL TIE -DOWN ANCHOR BRACKETS.
(INSTALLER TO FABRICATE RADIUS CUP
BY PLACING A STRAIGHT 3' LENGTH OF
1 1/4' X 0.035' 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 CLIP.
NC•DpF
7? •'r_\STFn'' �
P'WRO"No. 'O
ENE870357;
�'vJ1Ay N
NiVAL EN
O
DAPIA APPROVAL'
I
VED BY
AJUN 1 5
� INS,
JEDERAI WMfACTUFSHM
c 6 w10NW0wmSI1w=
ANCHOR 84AtktY AND TIE-DONM
DEVICES ARE CERTIFIED BY OTHERS
N077CE` ORAWN BY: DATE
TItSE SPECDIG\TIONS AND DRAMNGS ARE
MONAL, PROPKTARY AND CCN11DEHTIAL
YATMALS OF JACOBSEN MANUFACTURING
DIC. 9" VATERI S ARE PROHDED TO THE
REwm FOR SPEOM Rfm= AND WM 6E
IQPT CClEDDIRAE AID SEDU nMU ODERS.
C.L.Y. 5-31-95
ALT. TIE -DOWN APPL. A
R: AD-TD-0200
60
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH, -
IT MAY BE LENGTHENED BY USING A CRIMP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
ro
y
IF NEEDED, USE VERTICAL
y
�� � TIE -DOWN TYPE 1. FINISH B,
4• GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035"
l�E IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIACONAL FRAME TIE CONFORMING WITH ASTM STANDARD
O SPECIFICATION D3953-91,
0 STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
11 III I r-llt
ANCHORING EQUIPMENT —III III —III -I
CAPABLE OF RESISTINGI-
THE WORKING LOAD
REQUIRED ON THE
—III -I
TIE —DOWN SPACING _
TABLES (SEE OTHER I III -I I (-
DETAILS FOR TABLES) _
SEE OTHER DETAILS III —III —III -I
FOR ANCHOR ANGLE.
1. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS, DIAGONAL
FRAME TIE -DOWN STRAPS AND 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 (SEE RADIUS CLIP).
JACOBSEN HOMES
❑®®❑
P.O. BOX 36B
aQ❑O SAFETY HARBOR. ) FLORIDA7613B
G695
PHONE
````` l L j1'I I Ic 111
Q No.
910334
STATE
THESE SPEOFICATIONS AND DRAWINGS ARE
OP101M. PROPRIETARY,AND CONITDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING
INC. SUCH MATERIALS ARE PRONDED TO THE
RECIPIENT FOR SPEGFIC PURPOSES Alm WSl BE
PVT CDNFIOENPk AND SECRET FROW OTHERS
0
DAPIA APPROVAL
APPROVED BY
1 """*4 REVISE
N1410123-0
INC
reDeRuvAN FAcrunEDwST
(X7NSTFLL1Ci1DN AND SffET' STANDARDS
R.R. 10-05-9610-05-96 Rev l�T
DRAWING TITLE
ALT. TIE —DOWN APPL.
DRAWING NUMBER: AD—TD-0210
61
ADDENDUM
COLUMN TIE- DOWN APPLICATION
COLUMN 'A' COLUUN 'B'�
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'A' OR 'B'
COLUMN 'C' COLUMN '0'�
I SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS
1
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL 'G'
COLUMN 'E' 'r COLLwN 'G'�
— �COLUMN
II
SEE TABLE FOR MAXIMUM SPAN FOR COLUMN 'F'
MAXIMUM
(ALLOWABLE SPAN
TYPE OF ANCHORING REQ'D
(SEE AD-TD-0251,
COLUMNS 'A', 'C', V OR 'E'
CO IUMNS
'B' OR 'G'
COLUMN r
AD-TD-0252 AND
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
I
ZONE 3
ZONE 2
ZONE 3
SEE NOTE 1
EXP. 'C'
EXP. 'D'
EXP. 'C'
EXP. 'D'
EXP. 'C'
EXP. 'D'
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'I76'
3S-9'
23'-7'
4S-0'
29'-6'
33'-9'
23'-7'
1 — 31501 ANCHOR
21'-6'
14'-9'
16'-10'
11'-10'
21'-6'
14'-9' 1
16'-10'
Il'-10'
21'-6'
14'-9'
W-10'
W-10'
I — 40001 ANCHOR
27'-3'
13'-9'
21'-5'
15'-0-
2T-3'
I5''1-9-
21'-5'
15'-0'
21-3'
18'-9'
21'-5'
15,-0'
NOTES:
ENGINEER (APPROVAL•
DAPIA APPROVAL:
APPROVED BYE
1. SEE AD—TD-0251, AD—TD-0252 AND AD—TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
1 5
2. SEE AD—TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
'N A,JUN
INC
John C. Doeden, P.E;
NOW
►�PA�j��
15133 C. R. 22
C1WI;otNOWETVrAY De
Goshen, IN 46526
JACOBSEN HOMES
I
THESE sPEarlanNOTICE
oes AND DRAwNcs ARE
DRABY:
DRAW
C.L.Y.
DATE:
5-31-95
REV. LETTER:
OR GNN. PROPRIETARY, AND CCNFIDNTIAL
MATERIALS OF JACOBSEN MANUFACTURING
A
DRAING TITLE:Immll COL TIE —DOWN APPL.
P.O. BOX 368
THE
,: SAFETY HARBOR, FLORIDA 34695
PHONE (B13) 726-1138
W- SUCH MATERIALS ARE PROMDED TO
RECPOIT FOR SECR PIRPOSES NO DUST BE
IOPT CONFIDENTIAL AND YOU FRO( OTTERS
DRAWING NUMBER:
AD—TD-0250
F,2
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / MIN.
0 ANGLE SHOWN.
=ITT - --TT-1
T I--TT-135 ANGLE I 1-1 I 1-1 11-
ANCHORS INSTALLED 24' APART
COLUMN STRAPS
SEPERATE GROUND
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.
JACOBSEN HOMES
„g P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
MARRIAGE LINE OF MULTI-NDE
FLOOR
ATTACHED
ANCHO_mIRSIII
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WADE ✓k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
35' ANGLE
TO TWO
(3150# EA.)
Jr.-` %STE ' -
ENE8703571
N0710E
BY:
THESE SPECOCATIOHS AND DRAWNCS ARE"''DRAWN
ORGNAI- PROMETART: AND CoNnD NTIAL
DRAWING TI
MATERIALS OF JACOBSEN MANUTACTIMG
WG SUCH MATERIALS ARE PRONOED TO THE
RECPI NT FOR SUM PIItPOYS AW ani m
DRAWING NI
IVT CONFIDENTIAL AND SE'CIV FROM OTHERS.
FEDE� Kw INC
wmrucTnurosAFEtt
DATE REV. LETTER:
C.L.Y. 5-31-95
COL. TIE -DOWN APPL. A
AD-TD-0251
63
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF MULTI —WIDE
FLOOR 11 1 FLOOR
0
—VERTICAL TIE —DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE do 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS.
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
O
THE WORKING LOAD
O
OF 3150 / MIN.
COLUMN
STRAPS ATTACHED TO A
SINGLE
GROUND ANC!,H10Elillij3150#)
1
NOTES:
11DAPIA APPROVAL
ENGI R ,.• �` 'i�
STE
9Foy
1. ALL ANCHORING EQUIPMENT SUPPLIED
�``G`No APPROVED BYp
BY AND INSTALLED BY OTHERS— ON SITE.
;' INE87
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
• =
1 5
SHALL HAVE A RESISTANCE TO WEATHER
DETERIOR—
.)UN
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
_—
F :
��Q'• 6 ¢ �:
'%'�� '•.�Q� '���
C
� INC
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
• �.` Alas+rErrrwars8
OF EXTERNAL STRAPS OR CABLES.
S+/r�NA�•�y�`��,``
JACOBSEN HOMES
N077CE.`
TNEsE SPECwcanan AND DRANNGSl'ARE
BY: DATE:
C.L.Y. 5-25-95
REV. LETT -
EE
ORIGINAL. PROPRIETARY. AND CCNFMTULL
MATERIALS OF JACOBSEN MAMJFAC7"G
DRAWING TITLE:
COL TIE -DOWN APPL.
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
W_ 9" MAIERULLS ARE PROYM To, THE
REWOU FOR TECOX PA'00 RD I-IST BE
IVT CNFMTK Na SECIV rRW GD:M
DRAWWG NUMBER
AD-TD-0252
64
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 f MIN.
COLUMN STRAPS
SINGLE GROUND
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.
u
MARRIAGE LINE OF MIILTI-BIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
Qom. GAS T E `- r4
Q� N0. FQ.✓
ENL: �^
APPROVAL:
APPROVED BYE,
[Alp, i
INC,
wsTnrctct+AfD SARTT SDlOIlD3
NOTICE .11" IDIm"ver DATE:
JACOBSEN HOMES THESE SPECUUICATIDNS AND DRAWN(S ARE C.L.Y. 5-25-95
OFSOINAL. PROPRIETARY, AND CONFIDENTIAL DRAMING TITLE:
❑„ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACAIRINC COL. TIE -DOWN APPL.
INC SUCH MATERIALS ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECIPIM FOR SPEOFIC PUiPO4S NO WM BE DRAMING NUMBER: ❑ AD-TD-0253 PHONE (613) 726-1138 IVT OOIFDDITUL AID SEOV FRUI OTHERS
LETTER:
65
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
COLUMN 'A' COLUMN $'
�__ _ _ _ _
- -
A' I
ISEE TABLE FOR MAXIMUM SPAN FOR COLUMNS ' OR
F'
COLUMN 'C' COLUMN b'
I SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS b'_I
APPROVED BY
r-
SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR MAX SPAN FOR COL f
INC.
FED AL MANUFACTURED H013_
RUCTION AND SAFETY SWIDARDS
MAR 0 3 1999
COLUMN 'E' 'F' COLUMN
- _COLUMN
-
SEE TABLE FOR MAXIMUM SPAN FOR COLUMN
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REOb
(SEE AD-ID-0251,
COLUMNS 'A', V. b' OR 'E'
COLUMNS 'B' OR 'G'
COLUMN'F
AD-TD-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-ID-0253)
SEE NOTE 1
EXP. 'C'
IV. 'D'
W. 'C'
EXP. 'D'
EXP. 'C'
W. b'
W. 'C'
EXP. b'
W. V
EW. b'
W. V
EXP. b'
2 - 3150/ ANCHORS
37 -4'
25'-6'
29'-4'
20'-4'
37'-4'
25'-61
29'-4'
20'-4'
3T-4'
25'-6'
29'-4'
20'-4'
1 - 3150/ ANCHOR
18!-6'
12'-10'
14'-7'
10'-3'
18'-6'
12'-107
14'-7'
10'-3'
18'-6'
12'-10'
14'-7'
10'-3'
1 - 40001 ANCHOR
23-8'
16'-4'
18'-7'
13'-0'
23'-8'
16'-4i
18'-7'
13'-0'
23'-8'
16'-4'
18'-7'
13'-0'
Rff CALCS. I
NOTES:
FJNa R , �C '•,,
DAPIA APPROVAN 0 `3 y
•
RF '.•.
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
�:'Q`� (�pO . -
No,
APPRp�D BY
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001
9)34
FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
p0e
-o STATE OF
=-
ING.
JACOBSEN HOMES
THESE ARE
DRA Y. M.T.
DAZE 2-9-99
REV. LETOL
SPEanlATIONSEAND DRAWINGS
ORIGINAL, PROPRIETARY, AND a7td10ENPAl
_
DRAWING TITLE:
WE=
P.O. BOX 368
MATERIALS AT JACORIALS SENARE PROVIDED
INC SUCH MATERIALS ARE FRONDED To THE
THE
184 WIDE COL.
TIE —DOWN APPL.
DRAWING NUMBER:
AD—TD-0254
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
RECFIDIT FOR SPECnC FMiPm AND MUST BE
IO:PT CONRDENTIAL AND SEW FROM OTHM
66
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
LARGE OPENING 24'
r � SEE NOTE 1
41"lu"\U TUlll%, L IIL-UUTM 31MW3 US AHLIIUK
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3.
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE -DOWN SPACING ALLOWED._-_
22 VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACINf; !
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 1 DOES NOT EXCEED THE
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REOLIIREMENTS.
IuuNUNq�
C. DQ
ENE8703571 =
-•- =
ROVED BY 1-
5 MIS
;Fss��...!....��;�;,,,'�
INC
o11117nnuI1l�
:'�--.-•;gLam mcm
ANCHOR BRACKET AND TIE -DOWN
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES TvNSAND DRAWN BY: DATE: REV. LETTER:i
THESE sPEalluna+s AND oRAIMNGS AM C.L.Y. 5-31-95
. ■ CRILTNAL, PROMTARY, AND OfMTK YADRAWNG TITLE
P.O. BOX 368 WAS OF JACOBSEN LIAWFACAIRING TYP. SINGLE WIDE T/D A
,I INC. SLON TFICALS ARE PRoHoW TO 1NE
SAFETY HARBOR, FLORIDA 34695 REOW FOI ¢CHIC RNIMS MD Um BE DRAWING NUUBER:
PHONE (813) 726-1138 KEPT COWWTUI AND SECRET InW OTTERS. AD—TD-0300
67
ADDENDUM
TYPICAL MULTI- WIDE TIE' DOWN PLACEMENT
SEE NOTE 2
A, B C
44• LARGE OPENING 24'
SEE NOTE 1
n _ n n n n
COLUMN SUPPORT TIE -DOWN STRAPS REQUIRED AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48'IN 1WDTH.
MULTI -WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
U v i
L2j' 24'
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 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 ALL TIE -DOWN STRAPSPLE WOE AND AS SHOWN IN THIGER UNIT S DETAIL
NOTES: a Fo.•2'� DAPIA APPROVAL
I. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWED. NE8703571 = OVED BY
2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI ,
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE TA OF
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME 5 10
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS ��NQ1. E `l
AN�dp@ij�prfjTt)J1li T.IE-DOYM �'w'aaos�tn'rswoMw
DENCES ARE CERTMED BY OTHERS
NOTICR DRAWN BY. DATE: REV. LETTER:
JACOBSEN HOMES THESE sPEancoONS AND DRANINtS ARE C.L.Y. 6-1-95
MATERIALS TCOOBSEEAND N UAt"ACTLR1NTUC DRAWING nitE ll? MULTI —WIDE T/D
P.O. BOX 368 D_ SUCH WERIALS ARE PRDVIDED TO THE
SAFETY PHONE R(813) FLORIDA118 695 � �F�SPEaTIA 00 SE V 110 HM DRAWING NUMBER AD—TD-0310
68
•
SINGLE WIDE TIE -DOWN
RTR
ZONE I TIE -DOWNS
MARRIAGE WALL I
OPENING TIE -DOWN I
(REQUIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - 'B'
DOUBLE WIDE TIE -DOWN
NOTE`
C SECTION
MARRIAGE WALL
SIMILAR TO
I OPENING TIE -DOWN
SINGLE WIDE
(REQUIRED AT OPENINGS
FRAME TIE -DOWN
ONLY. OPTIONAL AT
OTHER LOCATIONS.)
NOTE:
A & B SECTIONS
SIMILAR TO DOUBLE
WIDE TIE -DOWN
TRIPLE WIDE TIE -DOWN
SEE DETAIL - 'A'
SEE DETAIL - 'B'
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
f FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND"
STRAP BUCKLE WITH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUM ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3150 LBS. MAXIMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
60'
�— TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
2INK COATED STEEL STRAP, OR EQUAL WITH 31so4
CAPACITY MINIMUM) K I,S= 477 Ut,TIMA3rF
woo ogr.ACITy
DOWN TIGHT TO --�
IUND ANCHOR DETAIL 'A'
DAPIA APPROVAL•
SEE DETAIL 'B' PAGE 4 ROR MARRIAGE WALL ��� �0, •i''SIFIC;q''
OPENINGS GREATER THAN 49 INCHES. & VP To 1-7E-(�" T►ejBVT4 V� T��' "' APPROVED SY
SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR a P ��i
ANCHOR AND TIE -DOWN PLACEMENT.
SEE DETAIL 'A' PAGE FDR TYPICAL I -BEAM
PIER CONSTRUCTION. STATE OF 9C� I
,i/� �REO
JACOBSEN HOMES THESE SPEOnCATIoONS' D DRAYANGS ARE Br. RR DATE.,
REV' LETTER:
ORIGINAL. PROPKETARY, AND coNnDENTiA1
�■ MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE
„ P.O. BOX 368 WC SUCH MATERALS ARE FRONDED TO THE ZONE I TIE -DOWNS
SAFETY HARBOR, FLORIDA 34695 RECNENT FOR SPE= ROM NO MT BE DRAWING NUMBER:
PHONE (813) 726-1138 IVT CONFDETITUL HA) SECRET ntaN OTHERS. AD-Zl -0001
?A6E 4
ii
ZONE 1 TIE —DOWN SPACING CHART
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 33")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END.
SPACING
14' 166'
95"
0'
10 r — i ��
V- Oq
14' 160'
95"
6'
10' - 3 "
2 ` - O w
12'
95"
13"
8'- 4-"
2' -0"
12'
82"
0'
`' �'�
ZI'o"
12'
82"
13"
e1 ' - "
V - 0'r
12'
75"
0•
IC,_ 8,•
ZI_Q,I
12'
75"
13"
lot
TIE —DOWN SPACING (MAX I —BEAM PIER HEIGHT 48")*
SECTION
WIDTH
I —BEAM
SPACING
SIDE
OVERHANG
MAX CENTER
SPACING
MAX END
SPACING
14' 166'
95"
0'
2 0"
14' 160'
95"
6'
0`- "
? I" ll
12'
95"
13"
61 r- b `r
0.
12'
82"
13"
12'
75"
0'
12'
75"
13"
S' - 8"
V-0'
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
LiNG
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
I SPACING
CENTER
SPACING
END
ISPAONGI
5)I�GLtwIDES [�,Ot18Lj�Wib S 11111
NOTES:
ENGIN,, V�. Dot
DAPIA APPROVAL:
�• TiE-DOWN ANCHORS MUST BE PLACED INSIDE THE OUTLINE OF
S
:T1FI(,`q�; • �j, �:
APPROVED Bli
'tiO
THE EXTERIOR WALLS OF THE HOME.
2. THE ANGLE
No. 045454
:._
SEC
BETWEEN THE TlE-DOWN STRAP AND THE GROUND
MUST BE BETWEEN 40' AND 50' FOR PIERS UP TO 33 INCHES
(`n"
�, STATE OF
HIGH, AND NOT GREATER THAN 60' FOR PIERS UP TO 48 INCHES
• Q •
�-I;eO, 4
nDERk ACID MICWE
a"TF `O"ND5''rMR*0`WSED
HIGH, UNLESS OTHERWISE SPECIFIED.
• ;r40R10..--*
�••�
ENS';••'•
DOD
JACOBSEN HOMES
NOTICE
THESE sPECInCATIONS AND DRAWINGS ARE
RR
DATE: 10-31-95
REV. LETTER:
❑❑;�
P.O. BOX 368
CRIGINAL, PROPRIETARY, AND CONPI)ENTIAL
MATERIALS OF JACOMN MANUFACTURING
DRAWING TITLE: TIE -DOWN SPACING
SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-1138
INC. SUCH MATERIALS ARE PROVIDED 10 THE
RECPIENT FOR SPED IC FUAPOSES AND UMT DE
WT CMfMnAL AND SECRET TRCU OTHERS
DRAWING NUMBER:
AD—Z1-0010
NAGE "L
70
ZONE I TIE -DOWN PLACEMENT
T E-DO .II -BEAM
/_
MAIN FRAME I -BEAM
`SEE NOTE /11—
MAIN FRAME I -BEAM
SPAGICIN
E--T--�
SPACING
GNCIGIG
SPA
• r
SPACING
r r
SPACING
r r
CENTER
SPACING ISPA�CIIIGI
DOUBLE WIDE TIE —DOWN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
s nuns
YAUNU
WAUNU
SNAUNG
SPAE]NG
TYPICAL I -BEAM
TIE -DOWN
MAIN FRAME I -BEAM
\—SEE NOTE �1�• `SEE NOTE /i-�•
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
END
SPACING
CENTER
SPACING J
CENTER
SPACING
END
SPACING
TRIPLE WIDE TIE -DOWN PLACEMENT
lr SEE DETAIL V PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
0� JACOBSEN HOMES
„ P.O. BOX 368
❑❑ SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
co
c*
ituc �' Pd D IV*. DAPIA
IF)
• NO.0045484
fia'STATE OF
NOTICE
THESE SPECIFICATIONS AND DRANINGS ARE
ORIGINAL PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACUUNG
W- SUCH MATERDLS ARE PROVIDED TO THE
RECPF]TT FOR SPE= RRPOSFS AND WST BE
NPT CONFDENT.& 00 SECRET FROM ODOM
APPROVED BY
'�or035,
ONIIItt
�J
iFCEMI YNAiti'MtED NCyQ
COMTRyGigN A1p:AFETT STMG441b
RR I 10-31-95
TInE TIE —DOWN PLACEMENT
NUMBER
AD—Z1-0020
71
ZONE I INSTALLATIONS
1, FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOWTHE 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.
NOTES;
eY a cI/,
FEB 0 1 2000
INC.
DROME
NOTICE DRAWN BC DATE. REV. LE11M.
JACOBSEN HOMES TNESE SPWnCATIONS ANC DRAWICS AK M.T. 2-1-00
ORKWAI. PROPRVART. ANC c0► 10'VNAAL DRAWING TITLE:
YARRIALS CF ACCOUV YANUF�. URINC
MB BOX ORI wt ata W"RMA s AAE PROMDCO TO THE ZONE 1 INST.
SAFETY HARBOR, FLORIDA 34695 RLL�IRIT fat SPCt71C taer0as AwjlAlST a DRAWWC NUMBER:
PHONE (7Z7) 726-1138 KP1 cmnDE1tuL ANO S[ Wf M011 OtNEiaf - A0--Z1-0100
72
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
a / \
/ I \
/DORMER
LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF
OUTSIDE BEAM THIS END. EXFOR ZONE 3
EXP. V THEN 2 REQUIRED EAPHALF
3 I
m
I (IE. CAJE EA. BEAM, ETC..)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
TRIPLE WIDE THE SIDEWALLS SAME AS THE MAIN UNIT.
OR QUAD WIDE I YERTICAL TIES AT CENTER LINE REQUIRED ONLY
SECTION(S)
S
I AT COLUMN SUPPORTS PER DOUBLE HOE
CONNECTION REQUIREMENTS.
24' MAXIMUM SPACING TO FIRST SIDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WIDE TIE -DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REQUIRED AT EACH HALF
THIS END ONLY.
MAXIMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL TIE-DOYNS MAXIMUM HEIGHT):
Z2ff 2 ZONE 3
EXPOSURE V 90' 56'
EXPOSURE V 39, 46.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA)
1. FOR WAD SECTIONS, EACH 'DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED
INDEPENDENT OF THE OTHER STRUCTURE (IE SHEARWALLS, TIE -DOWNS, RIDGE -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.)
J�rG S� Eq `VC;
No. Fo '%
iEtJW0357L
>� S I A yr
DAPIA APPROVAL
kPPROVED BYE,,,
A'm 1 5 M
INC
IUIPA, " tf&-rUM K?E
C76iRICi171 AW SAfE7T 54lGY�
♦ J AC O B S E N HOMES THESE SPEOFIGTIOTIAND DRAMNCS ARE DRAWN BY:. C.L.Y. DATE. rJ-16-95 REV
ORIGINAL, PROPRIETARY, AND CONFIDENTIAL
MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE:
MATE
P.O. BOX 368 W_ SUCH MATERIALS ARE PRONDM TO THE ADDENDUM -INT. UNITS
SAFETY HARBOR, FLORIDA 34695 RECPENT FOR S°ECM PIIMM AID WST BE DRAYANG NUMBER
PHONE (813) 726-1138 KYT CWMTK AID SECRET FROM ODM QUADADDI
73
CENTERUNE CONNECTION FOR QUAD UNITS IS THE
SAME AS FOR THE MAIN UNIT (REFER TO SET-UP
DETAILS).
30 GA. GALV. STEEL STRIP
INSTALLED OVER HATING LINE
JOINT (SEE PLAN MEW BELOW)
ROOF PERIMETER RAIL
OR RIDGE BEAN
CROSS-SECTION
30 GA. GALV. STEEL STRIP
4S
3/8' X S' LAG SCREWS
18 O.C. (ZONES 2 k 3)
STAGGERED
� T U 1111111 �
NOTES: ENGINW' 0 • DO 4 DAPIA APPROVAL:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS `���`: ���� I-,C�.` .. `ID aY
REMOVED FROM ROOF IN ORIGINAL CONDITION : Q No. O %
(EXCEPT FOR STAPLE HOLES). _ ENE8703571 5
STEEL STRIP MAY BE CONTINUOUS OR PIECED. _
2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY INCBE SHIPPED LOOSE AND INSTALLED ON SITE AFTER = '
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY O. / 9 (�� Z FE RAIJ:ASIa+ MM
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE-UP � �f` '• !('j)Q . '���`��� �� a �
FROM ONE SECTION TO THE NEXT. �'I, vs/O .. • . �N�``���
NOTICE IETTE
#FTT MAW . DATE: REV. LR:
JACOBSEN HOMES TNESE SPECNIcATms AND DRA VANGS ARE C.L.Y. 5-16-95
■ CRONAL. PROPRIETARY. AND CCHFlDERTIAL DRAWING TITLE: ALT. ROOF ASSEMBLY
P.O. BOX 368 MATMMS OF JACOB" MANUFACTURING
,I INC. SUCH MATERUI.5 ARE PRONDED TO THE
SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SKOMKFFM AND 1157 BE DRAWING NUMBER: QUADADD2
PHONE (013) 726-113B IVT COWIDDETIAL 00 SEOV TRAM OTHERS
74
or
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7E1F-T-1
EE:IMF-1
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JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8