HomeMy WebLinkAboutSet-Up Manual AddendumLJ
,JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1138
SET-UP MANUAL ADDENDUM
14PF
0
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01/10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
80 1
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, COOIJNG OR COMBINATION
HEATING/CODUNG 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 T PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT RE IN CONTACT WITH THE GROUND,
/DUCT SUPPLY OR RETURN
O"G
SSOVER
USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT. THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RES71CT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES.
A PROVED BY
.A111 1 5 i9%
AM VMI/Al1I®IK
INC
AT/OSNRIPIYWA
JACOBSEN HOMES
NOTICE
TNESE9 WaTwskQD mGsAPE
DRAIN BY: DAZE:
C.L.Y. 5-30-95
REV. LETTER
MIGNAL PROPNELVIY. M carOf m
MATO61LS OF AACOBYN MNARACNIDIC
DRAWING TITLE
EXTERIOR A/C DUCT
P.O. BOX 368
SAFETY HARBOR, FLORIDA� 695
Pic a UARNNS ARE PRONEm TO THE
KM K
K�IDNCOIRN
IIRAYANG NUMBER
N0 9:0¢'f RANI
AD—AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
70 GA CALV. SM STRIP
INSTALLED OMR MATING LINE
ANT (4F PLAN MOP BELOW)
ROOF PERIMETER RAIL
OR RODE BEAM
CENTERNE CONNECTION FOR QUAD UNITS IS THE
SAME AS FOR TIE MAIN UNIT (REFER TO SET-UP
DETAILS). .,
30 GA GALV. STEEL STRIP
e• X LENGTH OF ROOF SSEcnONS
MAY BE OVERLAPPED 2 UK)
W/STANES AS S10YN.
INSTALL ROOF CAP PER SET-
UP MAK OVER GALY. STRIP.
(SEE NOTE I)
30 GA GALV. Sin STRIP
SECURED ITN 7/16- X 16 GA STARES
FULL PENETRATION MO OECXNG
2 " 0.0 MAIL SPACING (TIP.)
NOTES,
1. OD CA CALV. STRIPS USED LAY BE WAND DEFLECTORS
REMOVED FROM ROOF IN DRUM CONDITION
(EXCEPT FOR STARE HOLES}
STEEL STRIP MAY BE CON11MI05 OR PIECED.
2 "G ES IN THE DORMER AREA OF THE MAN UNIT LAY
BE SOPPED LOOSE ARID INSTALLED ON SITE AFTER
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
TRANSIT DAMAGE AND TO ENSURE TIE SINGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
No.
"Y X 57 LAG SCREWS
IB O.C. (ZONES 2 k S)
STAGG RED
c(D BY kell
JUN 1 5 IM
INC
NOTICE ";" 1TMWNLT:
JACOBSEN HOMES TIESESPE T T ANPDRAMN6AC.L.Y. 5-16-95
■ W"AL PNGPIMT . AM CMWTK DRAWING TITLE
„
P.O. Box 368 9AIMIUS OF JWMSEN U NJFACIMO ALT. ROOF ASSEMBLY AC 910E UAIOW IRE PROMTm TO M
SAFETY HARBOR. FLORIDA 3N695 NOY]R Fa STme � ND Mm m MDT GDP DRAWING NUMBER QUADADD2
PHONE (013) 726-1158 Dlft ND Yav mm ODIUM
79
ADDENDUM
FOR INTERSECTING UNITS
UAW UNIT
/DORMER
al
TRIPLE WIDE
OR QUAD WI
SECTION(S)
IN
!I
T�
MAXIMUM PER HEIGHT FOR VARIOUS ZONES
(FOR ALSO TO SDEWAL TIE -WINS MAXIMUM HEIDI*
ZONE 7 ZONE3
EXPOSRE'C 90• 56•
EXPOSURE YF 39' 46•
LONOTUDINAL TIES ONLY REOIRED 0 EA HALF
OUISDE BEAU TUBS END. EXCEPT FOR ZONE 3
DP. D' THEN 2 RECURRED EA HALF
(IL ONE EA BEAU, ETC.)
NRTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SIDEWALLS SAME AS THE MAIN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLDYN SUPPORTS PER DOUBLE MOE
CONNECTION REC RRI ENTS
24• MAXIMUM SPAONO 10 FIRST SDWALL TIE
FROM EACH END OF THE UNIT (SANE AS TIP.
DOUBLE VIDE JIE-DOWN REQORDANTS)L
2 LONOTIUDWAL TIES RECURED AT EACH HALF
FIGS END ONLY.
CONNECT THE TRIPLE NUDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUT13NED W THE SET' -UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FEDOR CONNECTION. NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
NOTES:
w`p:'Q"nu5"4 .. -V
ER
I. FOR SECTIONS. EACH DOUBLE SECTION' THE UNT SHALL BE DESGHFD
IL W
lz ' NO. FO •? :
I "
PPROVED BY�„r,
INDEPENDENT Or THE OTHER STRUCTURE. (IL SHEARNAHS, TIE -DOWNS. RDGE-
;' EN O3S
BEAMS, COLUMN SUPPORTS. ETC- ARE CALCULATED FOR EACH MULTI -SECTION.)
JUN) 5IM
_
`A�� F
LNG
F V �
cmu w.arArtniwvAm
s/0NAl1
JACOBSEN HOMES
NOTICE:
1FSE6PECUVATVaANDDRAWIMLiME
DRAWN BY.
C.L.Y.
DATE
s—I(i-ss
REV. LETTER:
DRAWING TITLE:■
ADDENDUM —INT. UNITS
P.O. BOX 368
CNONAL PROCWETARI. AIWI O�MJDHML
MATERIALS OL JACOBSEN MAHAACVACNG
,I SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
NQ SUCH YATUDLS ARE PRCAMCD TO THE
Mann Fm 9SOc PIACM MO NO BE
WY Cmmm MD mm ITCM 011m
DRAWING NUMBER
QUADADDI
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 DISCCNTC•IUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION.
(See AD-AC-0100)
APPROVED BY
of r
IN1,814 INC.
m�iDRNmlA�ioNwmin.oNa
JACOBSEN HOMES
NOTICEDRA6N
By.
C.L.Y.
DALE:
9-2ii-95
nV. UIT. r.
■
IXSSPEROPKINSANDDMWNN65AAE
rRaTL(tAll; AND QNcBING
YAR�AALS ai AACWYN uMArAcnw+c
GNAWING TIRE
W.H. VENT. SYS.
„
P.O. BOX 368
SAFEtt HARBOR, FLORIDA 34695
e[ l Rm S[A c Rom Y0 WM U
DRAWING NUMBER:
PHONE (813) 726-1138
W1 EYPDD M AND YOCI IM M ODM
AD—AC—Dt DD
78 11 J
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
FLOOR JOIST
0.131' X 1 1/2' 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.
0,016' X 1 1/2' MIN. STEEL
1 STRAP 048' O.C. MAX. SPACING �-{ 4' TO 3 4' GAP
WITH FASTENING INTO JOIST I
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
FOR GAPS IN FLOOR SYSTEMS ;x7lmu'LIL MOOD SHIM AT ALL LAG
NDSOt TO 1/f, INCREASE LAG LENGTH 1' LOCA110NS FOR LAG SCREW TO GO
AND FOR GAPS TO 3/4'. INCREASE THROUGH AND TO KEEP CONNECTION
(ALL 20NES) LAG LENGTH 1 1/2'. TIGHT. (SEE NOTE 2)
(ALL DPOSORES)
VA 2DE
OP06111E
3/e' x ] 1/2' lAG SOE1
30 GA. STRAP FASTDED V/
7 4' x 19 GA. STAPIn
We 201E
IDPOM
W WY "m R F/STEIERS mun
0.131' x I I/f NAILS
7/14' x It GA SLPIES
YAVW4M SPAcm
YAIOIDM SPACM
C
1Y aC
2 1/4' as
Y
3
S
2
2
D'
Ir as
1 7/d OE:
b'
4
7
'C
ur as
rat
v
4
7
3
3
L'
I4' aG
1 I/f as
v
5
0
NOTES-
INGIM WFRWAL•
DAPIA WR AL•
APPROVED BY
1. Is MR FDEWDON 15 WJ WeD ON STAPLES FOR UK a61r STW.
Revised
--1 ,Ob
L Mm0 OW 70 BE RIFED FM SPF 03 Rtt OR BETTER.
S x is x GAP WITH IML S&I
101m,
264 ,2006
Alm.
(OSB OR RMIDOD RAY BE Im F THE70 m EO0M5 GAP wTH-f x 4' RDL SIV
,John C. D68&n, IR L:.
3.10e' YA7EIIIM SDEVAIL HOW.FEDEM
K2 Eng)TL rIncJ. !']O
UFO KD �e
cu,smuclm,a.0 su en siawu,os
4. SIX OTHE11 DEWS FOR SFAIDIG FLOORS FOR AM ITLTRAIgI
JACOBSEN HOMES
neawcNO,os"m.csAM
BY.
M.T.
DAIC
05-22-06
REY. lET7IR
ENV P.O. eox 36e
onlaw Iwaln[rAxr. AAO ACILII t
uc an1 wlwut AIIE nootD m x WI
m'= o w INmnm vmm 1 Im
�
WAMI
WUMNG 11RE•
M FLOOR FASTENING
_
SAFETYIS
�
�" W1
PHONE 736-1138
Co mnA�AID BW FRN OHM
- -
AD FA 0001
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM.
BY ace,
FE13 0 1 2000
NOTICE` WAM or. M.T. urn. 2-1-00 '¢•• ••��•~
JACOBSEN HOMES 1ESRGYICARdR /"000"" Aoc m
OAWW ARFV[TYC 1 casnwix MAMNC RLE:
P.O. Box FLORIDAW _ IMN A TAM A" RIUMP T X ZONE 1 INST. A
„ SAFETY HARBOR. (M34695 K' eiol R"��'� N�O.m(D ro ra
.PHONE (727) 726-1138 001 COMORLK SEMR O�nm oB"'''"G NweER: AD-Z1-0100
A
77
ZONE I TIE —DOWN PLACEMENT
jTYPICAL I -BEAU
nE-Daw
MAIN FRAME I -BEAM
_SEE NOTE n-�/
\
`MAIN FRAME I -BEAM
r--r
C
SPANSPGISPNISP
SPACING
SPACING
AaNO
I CN�I
SPG
I I
DOUBLE WIDE TIE —DOWN PLACEMENT
Elm CENTER CENTER CENTER CENTER CENTER END
._ ..,. :....i.
TYPICAL I -BEAM
nE-DOYM
r11.1
]YApNG
SPACING
SPACING
MAIN FRAME I -BEAN
SEE NOTE l\l\f �STE NOTE %I�
`MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
END
4AONG
CENTER
SPAONG
CENTER
SPACING
END
611CMG
TRIPLE WIDE TIE DOWN PLA EM NT
NOTES:
I' SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS VADER THAN 49 INCHES.
DoFf
2j�gT_cti
STATE OF
E
ME
c
APPROVED BY
A-00o14 N1i�
1IC[R4�.vll'fIIIkO�O4
LO..'1RIDIGIA'O WR18VIdtMb,
NOTICE _. w"wits, DATE: REV. LETTER
JACOBSEN HOMES IREsESPECIMATIONSAMORAWMAM RR 10-31-95
a
OMMM. PROPWOARY, AW WW1OfNORAUNG TILE
P.O. BOX 368 MATERW OF UA[OBYM MAHUFMTXLNO TIE -DOWN PLACEMENT
x SMe1 YAIERlAfS ARC PROxom to T2
SAFETY HARBOR. FLORIDA 34595 RCCPOR CI =wren uo M6i EC DRAVANG NUMBER PHONE (B13) 726-1138 1FPT m'ROIR/L M SEW THIN DDEAS i AD-71-0020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTES.
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131- X 3 1/2- MIN. NAILS
8' O.C. MAX. SPACING. STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
APPROVED BY
Rl V�60d
�06 ON MsyS241,2006
John C. Doeden, P.E. ANC.
K2 En* r T , Ina ffollm�o..� °urm e�.oA.m
JACOBSEN HOMES
,�1TO
a+Aw M.T.
DATE D5-22-De
f1L LETTER:
®
PA BOX 38B
aA.�„ M)
oaK. fl willir . he car mVa
MATUM 4r &M== NAM7ACTIAM
ne J= MAZIM As WAM 11 INE
DRAW 1AL•
M/W WALL FASTENING
SUM HARBOR. FLORIDA 34595
PHONE (613) 726-113e
an�� �
RArc IINaDt
mm
AD-FA-0010
76
5
ADDENDUM
MULTI -WIDE ROOF FASTENING
CENTER LINE OR MATING
iLANE OF TRIPLE NIOE UNITS
30 GA. GALV. STEEL STRIP
I
..
SECURED WITH 7/16• X 16 GA, STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MAIL SPACING).
30 GA. GALV. STEEL STRIP
Be X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2- MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP MAN. OVER GAL STRIP.
1
(30 GA. GALV. STRIPS USED MAY BE
«I AG SCRew cr RAacc
WIND DEFLECTORS REMOVED FROM
FOR TRIPLE WIRES
FOR DOUBLE WX1ES�
ROOF IN ORIdNAL CONDITION,
EXCEPT FOR STAPLE HOLES)
PLAN MF
I 1 3/B• X S• LAG SCREWS .*LAG Sr» V SET PACK-q
TRIPLE WIDE R i LINE-(2 (2 1/4' SMOOTH SHANK) FOR DOUBLE NIDES
INSTALL LAG SCREWS _ SEE CHART ON AD-FA-0001 / r—FOR TRIPLE YAMS
AT A 45' ANGLE I - FOR MAXIWLIM SPACING
STAGGERED 2 1 11V.2 3 4•
1 4• TO 3 4- GAP //pp
ROOF PERIMETER RAIL-V
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE 14)
CROSS—SECTION INSTALL WOOD SHIM AT ALL LAG
FOR CAPS IN AG LENGTH
I- LOCATIONS FOR LAG SCREW TO Go
TO 1FOR INCREASE LAG LINRE 1• THROUGH AND TO KEEP CONNECTION
AND FOR CAPS TO LENGTH
INCREASE TIGHT. (SEE NOR: 2
NDS01 LAG tENCTH 1 1/2'. REF CALC. PG.
( L ZONES)
CROSS-SECTION(W/GAP) C WA- 91.01- 91.07
ALL LQTES. DOW APPROVAL' DAPLA APPROVAL
. 2I/L• IOL POOMION INTO RECOWC MWER IS REQUIRED FOR LAG SaM
AXD SNNS TO BE IAPPm RM SPF P MR OR KnEt. APPROVED BY
(S X C X GAP rDTN UK SLR j}�,
09 OR PLY�AOOD MAY BE USED F MWESS EQUALS GAP = -e X Y MIL N� Revised
L MF OVER OEPALS FOR MU LETNG ROOF INIFAECIIOL
Y
L MfX IMAM A LAG M INIO A RDOE BEAK FRTI-CR L A 3/X' afAANI� '�D� C• • P.t'. I��. 2006
NOU: TIROU01 THE FYi51 RDLE BDIIL SEWD-OIQL A I/4' HOLE TIWW01 THE 'ti2 En3irYeern nT, In0 RUM wur.eruneo none
IEfflV010 BDOE BEAM FOR ME IMF/Lfp PCNDON OF VA SO+L; Gfg DNS'. ARE casssuamn m seen srma"as
FOt 31r TAG SOALB OI L
JACOBSEN HOMES
P.O. eon See
SAFETY HMBM, FLORIDA 346D5
PnaE (eta) .728—IM
NOIfso
nes L. P M'ATge AND suws MIL
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mr ewcaw Mo � AM ones
uuwl 9T.
M.T.
DATE
05-22-06
RLY LETIOe
ORAMlIG XRE
M/W ROOF FASTENING
dTMG Kwm
AD —FA-0020
ZONE I TIE —DOWNS
MARRIAGE WALL
OPENING TIE -DOWN
(REWIRED AT OPENINGS H
ONLY. OPTIONAL AT
FRAME TIE —DOWN LSEE DETAIL — 'A' OTHER LOCATIONS.) FRAME TIE —DOWN
SEE DETAIL — 'B'
SINGLE WIDE TIE —DOWN DOUBLE WIDE TIE —DOWN
NOTEI
c secnoN
I MARRIAGE WALL
I NOTE:
SIMILAR To
I OPENING TIE -DOWN
I A & B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REWIRED AT OPENINGS
WIDE TIE —DOWN
FRAME RE —DOWN ONLY. OPTIONAL AT
I SEE DETAIL - 'A'
OTHER LOCATIONS.)
- /
SEE DETAIL — 'B'
TRIPLE WIDE TIE —DOWN
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
STRAP BUCKLE WITH 2O251 ANCHOR, A DOUBLE LEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUM FOR
GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3w LBS. MAXIMUM
FOR EAD1 TIE -DOWN SW CONNECTED).
DETAIL V
- 60'
TYPICAL TE-DOWN STRAP (1 1/4• X .OW MINIMUM
DNK COATED STEEL STRAP. OR EQUAL WITH 31so+
\ CAPACITY MNUUM) )E I.Sc 47Z 41 UG.TIMWW
LpAO ogrACriy
M DOWN TIGHT TO --/
GROUND ANCHOR DETAIL 'A'
NOTES:
1. SEE DETAIL TI' PAGE 4 NOR MARRIAGE WALL
OPENINGS GREATER THAN 49INCHES. & VP To I-HE-G' TIR1SvTgpy
2. SEE TIE -DOWN SPACING CHART ON PACE 2 EDR 3 PIG.
ANCHOR AND TIE -DOWN PLACEMENT.
3. SEE DETAIL 'A' PACE FIR TYPICAL I -BEAU
PIER CONSTRUCTOL
STATE OF
BY
E DEC 2
�cu�Tc�/ia cvmscvuvvs
m
JACOBSEN HOMES
P.O. 00X 368
SAFETY HARBOR FLORIDA 34595
PHONE (813) 726-1138 _
Nonce
fIFSESEEaIAT133ARDDM'YHLSAIE
000NM. FR"UARY, A 0OOD01TL'L
°A10°'u OF AArnag11 D""F^IT�+G
NC SUa YATEMS NE PRM= TO 11¢
RE6DEE FOR 4+EOEC REAM AND US, E
PINT WNMPA PC YOST RA]I OHM
-WDlYAl UT.
RR
DATE
10-31-95
FS1/. lET1Elt
GRAM NG TITLE
ZONE I PE -DOWNS
DRAMNG NUMSM
AD—ZI-DDD1
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 a MIN. GAILY STEEL IBM CAP COVERING
LENGTH OF ROOF (MDL Y OVERLAP AT SEMI)
SECURED WTITI 0 X 7/16' HEAD X Y RUY THIDEADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF HIS WITHIN END ZONE)
RIDGE CAP
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(AHD- )
CENTER OR MATING LINE
• I
I
I
. I
I
FUX 7//160 HEAD X 2'
LLY THREADED SCREW
J I (NO MORE THAN 12- O.C.)
I .I
0
0
w
8
m
m
PANELS STOP
`30 GAL GAL.V. S7M STRIP
6' X LENGTH OF ROOF (SCE AD-FA-0020)
SECURED VITA 7/1V X 16 GA. STAPLES
FULL PENETRATION INTO DEOONG
(SEE CHART ON ADFA-0001 MAX. SPACING)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS G
STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING.
METAL PANELS ARE 29 GA. MIN. STEEL WITH 9' O.C. RIBS
SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND
TO HELP AVOID OVER DRIVING. IF SCREW IS OVER DRIVEN
ANOTHER SCREW MUST BE ADDED BESIDE THE INE}TECDVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREEWS)
APPROVED BY
ep 10,2008
N Alm.
MBM IIAHIFAll1RED HONE
JACOBSEN HOMES
T Slw1GRDA
7D6 AID Dem ANE
D.M.T.
06-25-06
0®W. FART: AID l'AIam10N
VAIRM a AncrosDT "' "�"'�
LWAVliC 7DIE
METAL ROOF RIDGE CAP
—
P.Q BOX 38B
iC eWl YD);95 AIE /RPA7®DBE
FW
SAFETY HPHr �nu+i
Mmmmmm�.IDo m mm
M'� � AD-FA-0021
74
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
jo �. MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
95
INC
N01TCe UNAM1 nr: UAW: REV. LETTER
JACOBSEN HOMES iNFs5PED11uU'RY. DDRANN651AE C.L.Y. 6-5-95
■ OMMUIL. PIICP@CfARY, PND ORDIRPTIIL DRAWING BRe
P.a BOX 368 � OF ATcMsN MANSAC11MD M/W ROOF SEALING
„ SAFETY HARBOR. FLORIDA 34695 KOW rm�.x W Yml m DRAWING NUMBER
PHONE (513) 726-1138 WT mrDIROAI W saa IROI ORM AD-FA-0095
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
A
CMULM SUPPORT TIE-WIMN STRAPS WOW AT COLUMN UX ANIONS
ON EAW SIDE CIF OPENINGS GREATER THAN 48' IN WIDTH.
YULTI-WIDE FLOOR SIq'IB1
SOUATED FOR CLARITY
STANDARD VERTIGIL TIE -WIN STRAPS OR ANCHOR
BRAOEIS (SEE W-D MN SPACING TABLES-HORYAL
AHD/OR ALTERNATE- FOR MAXIMUM SPAONG ALLOWED).
AM SEE NOTE 3.
FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL
ALL TIE -DON STRAPS AS SHOWN IN THIS DETAIL
NOTES:
1. LARGE OPENING = ANY OPERNG PWER IHAN MAX IE-000 SPACING ALLOWED.
2. VERTICAL TIE-WNNS MAY EXCEED THE STANDARD VERMAL TIE -DOWN SPAONGF
SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE
MAIUMUM IE-DOWN SPACING REOUIiEO ON THE APPROPRIATE VERTIG1/FRAME
TIE-WwN SPAONG TABLES (SEE OM DETAILS).
d INSTALL FRAME TES AT ALL NRTICAL TE-WNR LOCATIONS.
4. SEE AD-TD-0001 FOR ADDITIONAL R:OAEYWTS
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR
Ron TO BE IM40 A MAXIMUM OF 2'-0'
(241 FROM EACH END OF THE UNIT.
pgHOIII uUry
C. D
vµ •• /L OAPIA APPF
NO. O •.
NE8703571 _ 01
T6 gq1=rgOF
a`r�0lue. EN�;.�`�� iDRAl�vY1C
OCYICES ARE =TIM BY OTHERS
JACOBSEN HOMES
NOT1Ce
nas AND DCArws Ne
BRAWN BY:
C.L.Y.
DA1E:
6-1-95
REV. LETTER
sPEDRGIXNS
paDN, PWDPRvm AND D001oTIOw
NAllowa or UD089:N u,=ACII S
DRAWING TIRE:
TYP. MULTI -WIDE T/D
/ `
N
P.O. BOX 368
SAFELY HARBOR, FLM8 31695
PHONE (B13) 726-1138
NC vW YAIDOVS ARE PROYM 70 YK
ITT m m v RmcwT pffi m a E
DRAWING NDYBOC AD-TD-0310
/{--1,
8
-Fn
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
A
STANDARD VERTICAL DE -DOWN STRAPS OR ANONOR
HUOG IS (SEE TE-DOYN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAX41W SPACING ALLOYED}
ALSO SEE NOTE S
STANDARD VERTICAL TIE-001161 STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0•
(241 FROM EACH END OF THE UNIT.
C. 1) rrrAii
FOE•',
NOTES: PR O •,
DARA APPROVAL
1. LARGE OPENING = ANY OPENING WIDER THAN MAX TIE-DOYN SPACING ALLOYED.- EN:8703571 `: _
L VERTICAL TIE-DOYNS MAY EXCEED THE STANDARD VERTICAL TIE -DON SPACI ; '
ROVED BY
_-
SO LONG AS, THE AVERAGE SPACNG [ (A+B+C) / 3 1 DOES NOT EXCEED THE '
YAIDMUM DE-DOYM SPACING REWIRED ON THE APPROPRATE VERTIGl/FRAME ,�w.'•. /� •' 4A ��
An 1 5 ms
TE-DOYW SPACING TABLES (SEE OTHER DETAILS). ACAi1S+/'••• I••••E
� INC
3. INSTALL FRAME DES AT ALL VERTICAL TIE -DOWN LOCARONS. 'AAArAATOrJAL
j1"`
4. SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS A
+< ,. "mvrmPTACNDIF
kOCR BRAD(Ef AND TE-DOWN
DEVICES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
NOTR@
THESE wEc=mm#mmArwsAK
DRAWN BY.
C.L.Y.
DATE
5-31-95
REV. LETTER:
■
P.O. BOX 368
\ I
O""WL PROW9CTARY, AND C"MDML
YATDEAIS oP rACOBSEN "AYNACT"a
me 9TCH YATDCNS ARE PRMG TO THE
DRAWING TITLE'
DR
SINGLE WIDE T/D
HARBOR FLORIDA 34695
PHONE (813) 726-1138
Immm FOS SPECK MOH3 no WST R
KEPT fMTAE
ORAW.NG NUMBER
T.T NO SEMT flm mwa
AD-TD-0300
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MI[
S
(SEI
RECOMMENDED OVER
EDGES - LOW SIDE
I
1. 30 GA. GALV. STRIPS USED MAY BE H1ND 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
3EAD OF ROOFING CEMENT
2 BEADS REQ'D HIGH SIDE
BEAD RECOMMENDED ON
HE LOW SIDE)
BY
N JUN 1 5 W5
INC
JACOBSEN HOMES NOTICE DRAWN BT: K..„w
THESE SPEonCAlIIOHS AND DRAMM AM C.L.Y. 6-5-95
m
MONAL PROPRIETARY.
AM YNOWN
C�iIW DRAWING TITLE-
P.O. BOX 368 TNG 9AD1 HATEFMS AALE PRO = TOM M/W ROOF SEALING
SAFETYPHONE 726 1136+695 � co n& m�nm DY� DRAWwc xuuBER AD-FA-0026
72
9
SHIPPED LOOSE HEARTH EXTENSIONS
HRAMH. MSTAU.A77ON•
I. REMOVE ANY CARFET AND/CR PAD FROM UNDER THE HEAINH EXTENSION AREA
2 INSPECT III METAL FLASHING N THE "IN AREA TO NSIX THAT IT HAS
80 INSTALLED (THIS RASHM MUST BE RACED ON THE FLOOR TO PROTECT THE
AREA BETIO THE FNERACE AND TIE HEARTH).
1 LOCATE TIE WAIN MUCH (SHIPPED LOOSE N THE HOME) AND INSTAL FOLLOWNG
THESE STEPS
A FAREAALY RACE THE HEARTH MD= N THE PROPER LOCATION N FRONT
OF THE FIREPLACE ASmBIY
B. SECURE THE HEARTH CITEA90N TO THE ROOF W/ 4 FB : 2' WOOD SCREWS.
C. FLL THE AREA BETWO THE FACE OF THE FIREPLACE AND THE HEARTH OM90H
WIN A NOR-COEEBUSUBLE uum OR MORTAL
D. OR FOLLOW THE WAIN MAN.GACTURERS INSTRUCTIONS FOR INSTALLATION.
MILE SURROUND
ImMmamimm
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
TYPICAL WALL
WOOD TRIM
FACTORY INSTALLED FLASHING
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPROVED BY
APPLIES TO ALL FACTORY INSTALLED FIREPLACES.
(STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU
OF THE TYPE
INAINC
2 ET
OF FIREPLACE SURROUND SHOWN ABOVE.)
naawMA.nu®,on
manuc+w+osumEwao
JACOBSEN HOMES
NOTICE`
ARE
ORA" BY:.
C.L.Y.
DATE:
6-16-95
REV. LETTER
■
P.O. BOX
THESE LSPEESIXATMISTAR AND IUMN6
4A IMAM PAr ACIINI ANI P"A CAME
S OF UCSBAK °AN10
DIUWNC 011£•
SHIP -LOOSE HEARTH
FLORIDAW_
„ SAFETY HARBOR, ORI34695
2X TO THE
IdWENTT Eq � � W MI K
DRAVANG AMBER
PHONE (813) 726-1138
PVT memlrvL AW YaR1 Tley Ina¢
AD-FP-OODI
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
CILIUM 'A COLUMN b�
SEE TABLE FOR MAXIMA SPAN FOR COLUMNS
COLUMN V
�COLUL01'C
I
APPROVED BY
SEE TABLE FOR MAXIMUM SPAN FOR COLUINS'C OR b' _
f
SEE TABLE FOR SPAN CO_ Y ' SEE TABLE FOR MAX SPAN MR COL � p I N C
�jl
Ij-
ff.9 EAANUFACNHEO HDh,E
RUCTION AEA $AFEtt 6 TA`R)AP. W
MAR 0 3 1999
COLUMN IV cow N i COLUMN V
SEE TABLE FOR MAM N SPAN FOR COLUMN 'r
_
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCIOLENG REOb
(SEE AD-TD-0251.
COLUMNS'K. 'C', b' OR 'E'
ODUM V OR '0•
COMA F
AD-TD-O"
ZONE 2
m 3
ZONE 2
ZONE 3
ZOE 2
ZONE 3
SEE NOTE 1
EV.'C
EXP. b'
EXP.'C
DO', b'
EXP.'C
OF. b'
FXN. Y:
EXP. b'
EW.'C
EXP. b'
Ew.'C
DP. b'
2 - 31501 ANCHORS
3Y-4-
25-6-
2V-4-
20'-4-
3Y-4-
V-V
b'-4'
2U-P
3Y-4'
25-C
27-4*
20-4•
1 - 31591 ANCHOR
IB-6'
1Y-10'
IC-Y
10'-3'
is'-6'
12'-1G'
14'-Y
11Y-3'
18'-6'
12 H
14'-T
1B-Y
1 - 40001 ANCHOR
2Y-8'
15-4-
11T-Y
13�-0'
21-8'
16'-4-
18'-Y
13'-0'
2Y-8'
16'-4'
16'-Y
13'-0'
CALLS C' IV
NOTES: <<
DAPIAAPPR Aj" 03
Wye
:
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TO-0253 RFO •'-,
' T N0• APPROVED BY,
FOR SPECIFIC INFO. ON ANCHORS. _:
910334
= X
'waft
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR �
INSTALLATION.-
=. i OFN.14
o STATE
INC
01 ppilA:Od
s/
NOTICE AE`/ IETIEk
JACOBSEN HOMES 1NE54sPFAnaTlansANDLEUIMSAIE oRA M.T. DATE 2_9_DD
CROXIAL I'FIIFPETARi. Ata turrAllnn DWAYRIC RILE:
W_ m m I w WIDE COL. TIE DOWN APPL.
�M P.O. BOX 368 UA„
SAFETYONAA(2) FLORIDA3a I3 ORWINi
� m � mAYANc rAMBQ!
AD-TD-0254
TT 1TA WI
74
ADDENDUM
COLUMN TIE -DOWN APPLICATION
r:r•T.• T
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 ( MIN.
MARRIAGE LNE OF LILILD-WIDE
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.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES: ER@JEFl��`` A9• DOF.,,, DAPIA A➢PRDVAU
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE. q��
P No. O . PPROVED B
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _ NL I I YE
5 1
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- _
anoN. - = NIPINC
S. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS �
WHERE THE ANCHORING SYSTEM REQUIRES THE USE s90�;•. /�?QQ; �.`
OF EXTERNAL STRAPS OR CABLES. ��4_�.f+-:!!•••1.. __`G?� am�ATaxosv[frswa+u
N0710E -••• •Dmvmvr. DA1E: REV. LETTER:
JACOBSEN HOMES 1KEXSKCFWATMAND OAAWK3ARE C.LY. 5-25-95
E
OAAMPTgPR;TAR1',rU o3XMnZGDRAWNORE:P.O.R. ORIY_ WWAMWL0W "W=10 THD COLTIE-DOWN APPL.
RE 9101 51EDIS NSWke 101NL
SAFETY HARBOR, ROPoOA 31695 W? C Fa rA 9 PX= YO MT H DRAMVG NINOM
PHONE (BIS) 726-1138 usr mFtanu MD 9:DET IAOI aorta AD—TD-0253
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 "LCV
INPOR 25 2003
INC.
FEDERAL MANUFACTURED HOME
CONSTNICTIDN AND SPFEFY STANOAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
70
TRUSS SHEATHING
APPROVED BY
INPINC
fTflEMLMpNUHLNRED HOME
L0E67NL7DNMD SA1ErysmuM DS
DEALER (SET—UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH.
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
SIDEWALL
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) EON
THE OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALATON.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCA71ON
ALONG THE LENGTH OF THE TRUSS.
i
HINGED TRUSS
TYP. OUTLOOKERS
3/8" MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPUCAULE TO ALL SHEARWALLS)
(IB' x 14 1/2' MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
1. 3/9' UN. RATED S EATNNG FASTENED TO ROOF TM MIN 7/I6• X
11/2• 1 16 CA MM. STARES 1 1/1' MC- AT PANEL. EDffS AND J' D.C.
AI ALL FRAYING UEUBGS. (NO GLUE REOURED)
3/8' SHEATHING TO BE INSTALLED ON -SITE
WINDZONE III
(110 MPH)
ALL EXPOSURES
APPROVED BY
E NMAY 1
P INC.
� (1C. 10MTKEIRMA DSAFUYS NVIRDS
JACOBSEN HOMES NOTICE: DAWN tlT: DATE REV. LETTER:
TxEg s�Eanunas AxO IXEAWNGS ARE R.R. 4-27-98
■ DRAINAL PRDPRICT., ANO CD`dII1ENnA ORAMVIO TIRE:
P.O. BOX ]6B UAIERUts a xc09sFAI MAxuFAGTHmwc
„ SAFETY HARBOR, FLORIDA 34695 INC. SIGN MATU01 ARC PROMDCD TO THE TRUSS SHEATHING
PHONE (813) 726-1138 REPl�cn rCR SPILµO KRVSEStAND UUSST DRAWWC NUMBER:
00M.AD—HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARO
2
SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (3150#)
VVV %IIIIIIIIII,
NOTES: DTO FQ Air DAPIA APPROVAL'
1. ALL ANCHORING EQUIPMENT SUPPLIED rJO, PROVED BYR.
BY AND INSTALLED BY OTHERS- ON SITE. NE$]
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING -
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - ,JUN 1 5 10
F
PR07E
3. ROTECnON SHALL BE PROVIDED AT SHARP CORNERS �9p'•., � 6 ¢ ��j{ 4`"��
WHERE THE ANCHORING SYSTEM REQUIRES THE USE '�'�II.'.ti01 C!���: wMM✓�n y
OF EXTERNAL STRAPS OR CABLES. ......
JACOBSEN
JACOBSEN HOMES NOT1C@ M "" C.L.Y. 5-25-95 — — Mir
TIESCSEOEICRa . maO NsoATUDI T+OF ACML NAl oouClelTw D1IAMNC nnE:P.a eox 368 YAID9Ns Lr.LAeoL901 YNAXAenXlwe COL TIE —DOWN APPL.
K SO MAIMALS ARE PINMfAD TO M
SAFELY HARBOR, ROPoDA 3/695 HWIT TO SSOC N6'Ol5 NO Y6T H DRAMNG MIMBUt
PHONE (813) 726-1138 MY C06MVIM AM] soil TRa ono¢ AD-TD-0252
12
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 A LON.
O ANGLE SHOWN.
MARRIAGE LINE Of MULM-WIDE
070M
='TTT- -IT1�rl
u ANGLE I I -III —III— >5 ANGLE
/NO1D75 INSTlLID 2{' MART
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' MADE k 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED
TO TWO
SEPERATE GROUND ANCHORS
(3150# EA.)
U71U1IIr11rr4ry
NOTES,
1. ALL ANCHORING EQUIPMENT SUPPLIED
V C(O 00,
.�� O •GISTEq''•, c<' ���
DARA APPROVAL
BY AND INSTALLED BY OTHERS- ON SITE.
Q' NO• O
'; �
AFT=,:'`•;'ED BY�,•,_.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING _
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ENCFS%O3S71 * =�
•�
ATION.
1 5
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
'•
0 � '�C14'��
.<`•",.....
1 INC
Ryy„
OF EXTERNAL STRAPS OR CABLES.
''�F.P,: ••••••�0
���
mmNATw�cwslTm.Dl�
JACOBSEN HOMES
\I P.O. BOX FLORIDA
SAFETY HARBOR, 26-11 1{695
PHONE (B13) 726-1138
Nonce
nesE L p2wlnan AND mobs Ns
CaONR, OF 4TARY• U RXYCDIIDL
Y SICS ATOWSARE YMIC)CMRNC
Fc 91OI YAnaus ARE groNITD ro M
Ka FOR S FUWM NO YETT IN
9" wFmmu No moo rti M Ono¢
vRAWN BY.
C.L.Y.
GATE
5-31-95
REV. LETTER
DRAWING MILE
COL PE -DOWN APPL.
DRAWING HUYBM
AD-TD-0251
HINGED ROOF DETAIL
O fNKE OF VAIFL M RASE ROOT ffM
APRNX 22 1/%
LIFT IMQD ROIF SOM S19 MVMY FIR
IMIAMPAL MWEIESS NO WX 1HAR 12 FRET
APART, wx IFIPIG PDNs ■IHP13r cF
END ff ROOF YG11oL AND A= WING V M
2IM CF A F11Yi N IC AM PAL
HINGED ROOF IN SHIPPING POSITION
HINGED ROOF IN SET—UP POSITION
I. 9MIE RAISED ROOF SECIION N THE RAW P OMM LFF06: 511MIFIG HIGFD
RNG POSE NM) Pam
HNO KIM POST TO am am
6 SPF p FOO KNG POST TDP RAL.
•QDI r1om maoR 3-pItr
as
REF. CALL. PG. C-RF- 223.0 - 223.6
APPROVED BY
Revised
pb J1II5 Os,2006
.lotus C. Doecten, P.E.N INC.
K2 Enp'Nwr)ng, Inc FFDRW UMnIFAMIWD NOW
CONSTRUCTOR AND SAFETY STANUAIIDS
JACOBSEN HOMES
NOTIM
INIZW
A �`D` O.A.
06-02-06
MMd00MASOMIA
PADNETARF, AID met
wTOi115 Cr aM> lSOI VA AIACTUIM
DRAING 11M
ROOF DETAIL
A
, `
DwEl P.Q. BOX 3e6
HINGED
SAFETY HARBOR, FLORIDA 34695
MC 9Y01 wIWH5 K RID•® TO INE
' MA6@
PHONE (613) 726-1135
DT�mfm1�NS 9W M GINOMa
AO-HR-0002
66 - 13
HINGED ROOF DETAIL
U DER A1YwT 10 BE 010 3' WN.
a BOTH SECTIONS OF I*= ROOF.
FOR WIND ZONES 2 AND l
RAISE EXTENDED SHINGLE AND UNDERIA)UENT AND -
AND A MIN. 4 I/Y %DTH OF ROOFING CEIENT TO
TOP OF LAST SHNGIE ROW ON FIXED ROOF SECTION.
(TES IS TO BE DOME BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X fi X B' BLOCK BEHIND 2 X 6 -
OVERHANG FASCIA BOARDS AND SECURE FATH
3-ia x 3- wm sa M EACN SIDE OF GAP.
•' • � a DYa
APPROVED BY
Revised
Nov 30,2006 14 I
FEOEML YMVFICIUNNC.
EO NOYE
m161xKTlMAM SAFM WMn1Rn5
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
1. BRACE RAISED R06 ACIX11 N THE RAISED POSITION BITC E StMGM IWOFD
KING POSTS NW P0900t
John C. DWI^ P-k
K2 Eno ur`
VANDZONE ID
(I10 MPH)
ALL EXPOSURES
'
JACOBSEN HOMES
NOT'ICE:
ram SmaxaTxFnAMDDR.&wwAa
URATN 6r.
D.T.
DATE:
10-02-06
REV. TETIDE
P.4 eox 369
m aNu F1ISWARY AIO auixEHNL
W101PLS CF.11Lx®1 YWXACRYMC
DRAI010 TITM .
HINGED ROOF DETAIL
SAM HARBOR. FLORIDA 34695
m 201 W� m m mcm m
xm"" m "w nwms Yo IEB EL
6MtID NAIBER
PHONE (613) 726-1136
un fOxmICIL ILO umRtOI maS
AD-HR-0003
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUYN 'A' COLwN 'B'``
SEE TABLE FOR YA%OAIY SPIN FOR COLUMNS 'A' OR ro'
r
'C COLUMN b'\
/COWYN
_SEE TAM FOR YAxIYW SPAN FOR COLUMNS t' OR b'
r
SEE TAKE FOR SPAN LOL F SEE TABLE FOR MAIL SPIN FOR COL 'C
'F 'C�
�CQUYN
- �COLNOI�F-CaIAYt
SEE TAM FOR YARYW SPAN FOR COLUMN F _
F�
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCNOflNO REOb
(SEE AD-10-0'15t,
COWYNS'A', 'C, b' OR 'E'
L0.WN5 ro' Oi 'C'
COLUMN F
AD-TD-0252 AM
/AID-OisJ)
SEE NOTE 1
ZONE 2
ZONE 3
ZONE 2
ZONE J
20t& 2
ZONE S
EAR. Y
EXP. ro'
E7P. 'C
D�. b'
EJ�. 'C
[%P, b•
ETA. 'C
DP. ro'
OF. 'C
E7�. ro'
M. 'C'
E7�, 'D'
2 - JISO/ /NCNORS
6'
1]'-9'
2Y-Y
4J'-0'
29'-6'
3Y-9'
?3•-Y
4Y-0'
29•-6•
3Y-9'
2J'-Y
1 - 31501 /NQ10R
a
9'
16'-10'
11'-10'
21'-6'
14'-9'
16'-10'
II'-1C
21'-6�
I4'-9'
I6'-10'
11'-10'
1 - 4IM%I/ MOIOq
9'
21'-5'
15'-0'
2Y-J'
IB'-9'
21'-5'
IS'-0'
2Y-Y
1K-9'
21'-6'
15-0'
NOTES,
ENOxEFA APPROVAL
DAHA APPROVAL
APPROVED BYE,
1. SEE AD-7D-0251, AD-TD-0252 AND AD-ID-0253
FOR SPECFIC INFO. ON ANCHORS.
5135ON
2. SEE AD-iD-0001 FOR ADDITI
T00or
MED I
AINC
14
R7
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,
IT MAY BE LENGTHENED BY USING A CRIMP SEAL NTH
A WORKING LOAD OF 3150 POUNDS
�o
O•
DIAGONAL FRAME TIE
ANCHORING EOUIPMENT
CAPABLE OF RESISTING -I
THE WORKING LOAD
REGUIRED ON THE 1=
TIE -DOWN SPACING _
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE h 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.
NOTES:rr"(trE
�'•:�! :�
uAHA wPNDVU
Q• (V0. 'J •.
I. ANY ADDITIONAL VERTICAL TIE -DOWN STRAPS. DIAGONAL
.
FRAME TIE -DOWN STRAPS AND ANCHORING EQUIPMENT
910334 -
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
* ...o+ TA. =
I
APPROVED BY
2 ANCHORING UEXPOSED TO WEATHERING
'a '• STATE OF :•4
REVISED
SHALL HAVEEARESISTANCE TO WEATHER DE EROR-
ATION.
�:�90�,••,
//V NT^: C`�
T023M
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
le"I S�ILNA
INC,
WHERE THEANCHORINGS STEMEREQUIRES THE USE
OF STRAPS P)
UJ
JACOBSEN HOMES
Nonce I1 4�
Wit GRAN
°R""NAY' R.R.
°ArC 10-05-96
REV. TITTER
MOM L PROCADONS
ODDIIAL. PRO JCO8Y• AND coffWI`AC C
3 DF JAGOB9:N MN4m
/�
/�\3,\P.O.
DRAMNG TITLE:
m
BO% J68
W, SU
ur: to IKE
ARE FRO"DOJ to rBL
ALT. TIE -DOWN APPL.
/
SAFETY HARBOR, FLORIDA 34695
4I VEGF5
R rw ND'D43 lust E
ORAWJIG NUNBER:
26-11
PHONE (813) )26-1139
f C PA A N
IDPf [abDDltJI u0 YIFiT IRON D1N9S
AD-TO-0210
INSTALL ON SITE 151 FELT WITH A 6' MIN. OVERLAP ONTO MAIN --7
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 I
SHINGLE
CONTINUE 15j1 FELT TO ROOF PEAK UNDERLAYMENT
2' MIN. OVERLAP (TYP.) • z
:.................... c
r---I r--I :•::•:: ................
...: • :•:::•
...................... ............... . .. . . . . . . . . . . .
.......... i::::b:;i r: r:::::: is ....6' MIN. TAR AS OWN z
(APPLIED ON SITE
:::::::::...5� NOTE #3*.... :
1
3• MIN.
I
SEE DETAIL 'A'
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE WITH-6 STAPLES (14 X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 151 FELT IS NOT REQUIRED IN ANY AREA EXCEPT *ERE NOTED.
2 FASTENING OF 15# FELT IS NOT REQUIRED. (FASTENERS APR® JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) - /
3. EXTEND THE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MDT. OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES F NEEDED TO MAINTAIN THE 6' WN. OVERLAP ONTO THE FOOD ROOF•
4. INCLUDED IN 1NE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-DODI (NTH SPECIFIC END PANEL LAYOUT),
AD-HR-DDOZ AD-M-0003, AND AD-HR-00D4.
WINDZONE III
(110 MPH)
ALL EXPOSURES
PROVED BY
SEP 22 2ms
INC.
NOTICE:
IAuwv or. M.T.
_ 9-20-03
_ — -
JACOBSEN HOMES
THEM SPEGIRGATIONSAND O°"IIIINGSAM
0n1 OL PROPRIETARY. Am WWIDID 1AL
DRAWING TIRE: SINGLE AND UNDERLAYMT
_
MATDOAIS HE.MCOMN MANUFAGRnmIG
AppUCA110N ON HINGED SECTION
P.O. BOX 368
HMG SUCH MATERIALS APE PROMM 10 VIE
Mir
SAFETY HARBOR. FLORIDA 34695
FSZF W FOR SfaC FUIPM Am n6T R
DRAWING NUL®ER
AD-HR-0005
PHONE (813) 726-1138
HUPr IamNUE NO MMff FON 01106
66
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6-1/2' O.C. 1'AX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA.
STAPLES INTO EACH 15' O.C. RAFTER 'AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES)
I�SEE �AD-HR-0007 FOR INSTALLATION OF UNDE7dAYWRT AND SHINGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL WTNDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L
- - CRC - 167.01 - 167.02
INVER APPROVAL DAPA APPROVAL _
APPROVED BY
Revised
ON
44
06 Jt0.9 , 2006
J�n•'hn C. Doiadwl, P.E. FTOFWILLWYNIF INNNm�
.yW(r rrR�JR1191itT1F19, 1TID Ca01N"CIKYIAlO sum sluP.Ros
JACOBSEN HOMES
IN P.O. BOX 368
N07TOC
M" l- MWKas AM )IX`* AS AA[
w01UA, Or At MI[ AN" CdFLD11ML
wtmNs AI A S AIM uDVM 10Rrp
MC alDl YATI3IM.X MX PWv,X>m p 71[
�A•M Y*:
O.A.
DATc
06-06-06
X[v. ¢na
DRAING ARE:
PEAK INSTALLATION DETAILS
SAFETY HARBOR/ FLORIDA 34695
PxoHE (727) 726-t138
inyw Im vm RamA m NAI C
IMCDf➢Dfft RIM RIM0R
DRAWING NUMSM-
AD-HR-0006_
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
i hS:
DIAGONAL FRAME TIE
ANCHORING EOUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REOUIRED ON THE
TIE -DOWN SPACING
TABLES (SET- OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(31501 WORKING LOAD)
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
'GRADE t STEEL STRAPPING
1 1/4' WIDE & 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91.
1
STANDARD SPECIFICATION FOR
STRAPPING. LAT STEEL, AND SEALS. RADIUS CUP
F"
x
A
a
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 57RAP
MATERIAL IN ANCHOR SLOT AND BENDING
TO FORM THE CONFIGURATION SHOWN.)
RADIUS CUP YUST BE INSTALLED TO PROTECT
THE TIE -DOWN 57RAP FROM THE BRACKET EDGES.
INSTALL THE TIE -DOWN STRAP THROUGH THE SLOT
IN THE BRACKET 'QLIQ QF' THE RADIUS CUP.
NOTES:
wF'IMIO. O'•.
DAPIA APPROVAL•
5 c
ROVED BY
1. ALL VERTICAL TIE -DOWN 57RAP5, DIAGONAL FRAME
STRAPS AND ANCHORING EQUIPMENT SUPPL
BY AND INSTALLED BY OTHERS- ON SHE.
ANCHORING EQUIPMENT EXPOSED TO WEATHERING
*'E"NIIIE-18k111013957TIE-DOWN
T.'3
F//r � T:2.
4 O/Fy���(1'�5
ISS
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
%�AA`�''vol A ,i'G\�,`.
INS
/'���,.I//, ALE .`����
O0wm�.Fca,o"'�Mlvr1O`o.aFo
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
µCNOT oii�CiillAlaD TE-DDWH
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
DEVICES ARE CERTIFIED By 01 HOM
JACOBSEN HOMES
■
Nonce
ARSE 9�IVKAToa AND aMYNa
MdONN• PR IAItY MAY mplmlPl
ORA"BT^.•
C.L.Y.
DATE
5-31-95
IV. LETTER:
/
A
DRAWING TIRi
P.O. BOX 368
„ SAFETY HARBOR. FLORIDA 34695
YA1Da m Ziii l uMMIALWaNG
m[ Fm SPE= Rams Y0 Mb1 IY
ALT. TIE -DOWN APPL.
DRAWING NUVBUi•
AD-TD-0200
PHONE (813) 726-1138
I m( ft NO 9:m[T IRTI crAx
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dV81S NM00-311 S£0' X J/l l
ONRIOHONV HOHOd
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
FASTER 10 FLOOR FRAMING
Mffi6ER W/ STAPLE OR N%
BANDING STRAP "FED' AROUND PIPE AND FASTENED TO FLOOR FRAMING
BE Of NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD TIE
OURET. WERE 1)BS ORAOE CAN NOT BE AO EWk NOT LESS THAN 1/8'
DOT MAY TE USED WHEN A FULL SITE CLEANOUT IS INSTALLED AT THE UPPER END.
NEW OF DRNN PIPNC
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48` O.C. MAX. SUPPORT SPACING.
NOTICE uN.AWN BY: CAT[ REV. LETTER:
JACOBSEN HOMES DEe L PRIM IART.A MNAW WS R.R. 7-17-97 A
mop
MITRI ROfR[TAAL AID CWIb K LuteNG RAG
P.D. R. Sae m SM IF NJI AM YAxQ•AGIYRAA; PLUMBING SUPPORT
SNEIY NAREIOH, FLORIDA 34693 AC 9IW VA>WM.S AN INOaD W DE
ICmMI ADI K m NIKoo 40 USER MNWNNG MA(dQl:
PHONE (eu) 726-113a Rn mnxanit Aw =DIE AAn coca AD-PL-0001
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
CEDING WAY BE FIAT OR
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) Nd (SBIEWULL APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESCH VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
ss•
1. GROUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 47251 (3150 DESCH LOAD)
(SEE AD-AI-ODDI LTD -GENERAL NOTES) FOR NOTES ON DOM ANCHOR rsM1ATION.)
1. INSTALL A PER AT EAON ETD Q THE SIWRO)a JOISTS VM THE ABDIE DETAAS).
3. NEN SHEARWALL IS LOCATED ARM A SDID HEADER (FULL HOO1T CROSS -MEMBER) NO e
TE-DOM STRAPS OR PIERS ARE REQUIRED (ALL 9EARNALL CONFI URAMONS, ALL 10E5
AND ALL EDPOSURE4
4. TIE-DO'NN STRAP MOUNTED AT EACH DID OF JOISTS ALL DBL S/W CONFIGURATIONS.
S. CEILING SHOWN CATHEDRAL DR SLOPED. RUT CEILING MAY BE USED.
6. FULL WIDTH S EARWALLS ARE SHOVM IN THE DETAIL ABOVE, HOWEVER. ANY LENGTH
OR CON FIURATION SHEARWALL MAY BE USED.
7. THIS DEIAL MAY APPLY TO DUPLE AND/OIL DOUBLE WIDE SECTIONS
350 PUT MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. Doeden, P.1
15133 C. R. 22
Goshen,IN 46526
N- 5 A TRIPLE WIDE RAPIER,
APPLICABLE TO STANDARD
LE MADE TRUSSES
JD VIEW
X .OW TIE -DOWN STRAP
TOUS AROUND JOISTS
NOTE:
ALSO APPLICABLE 70 'SUP SIDE
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL 7ES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEAANALL LOCATION)
APPROVED BY 5I
1R011YY1F.[11RC,[V(
maINCTAATnwwmnrwa
JACOBSEN HOMES
NOTICE-
71¢4 SPCCVIGTIDHS AxI IRAw++Gs ARE
DRAWN BY:
R.R.
DATE:
4-09-96
2v. AIIE
ml
P.O. BOX 368
ORIOMAL PxOPWCTARY, ND CCItlMN1
MA1ElOALS a JAtX1BSFN uNUFAC=
DRA1eNC pELc
1Jtfl. S/W CONfIG. TIE -DOWN
YIG S1gl YANANS ABE PRO low
SAFETY HARBOR, FLORIDA 34695
RCpDII Fa SPEOFC Fuum""I BE
DRAINING NUMBER:
PHONE (813) 726-1138
TI➢T cmmtm NO Slav DON Dom
AD-TD-0111
18 63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CTOLNG YAY BE FLAT OR YOPED
END VIEiY
350 PIF YAXWW SlEARWALL
DEMN VALUE (PER WAIL)
— 1 1/4- X .035- TE-GOWN STRAP
COKOxUCUS ARCJSD JOISTS,
DE VIEW
R .035' TIE-DONN sFRw
JWS ARL MI JOISTS.
NOTES, Z 7 /(p
EHI01 (PFAOVAl .-.? :�/Ij 'y
DAPu OVAL.
1. OW" AMMORS TO BE RATED To AN TATA1ATE LOAD OF 47151 (7150 DEBOI LDAD)
(SEE AD-M-mm'[TD-OE!LRAL NOTES) TER ROTS OI QiOlp AY]!p7 w'ST111ATO1.J
�`
1 •_
n �i
[APPROVED
f'�rPCI�V C� 81 .(
2 R:$IA!1 A PER At CAOI O!O Q THE y0-ARRJyy ,p51S (PER 1 E ABC1E OC1A6$).
]. *EN sNEmR E. Is
•• •. _
'
.-•� -
{E _
LOCAlm ADM A SDA IUpER
TE-DOPY S (tTAE KE MOSS-DDMP.) NO
OtAPs.OR PIERS ARE REQUIRED (ALL SNFARNYy CD6 O.RA
AND All E1PQRiES). TIOq ALL 2O:S
yT
3 �'.
-
=
■■■
a. TE-DOTa STRAP REOUR!ED AT EACH END OE JDIS ,
>E ALL DB_ j:'IW CON710JRA710N5.
��'• :. •.
i ' •. •
.:�' \��
•-
I �.
5. CE1lNC S40NY FIAT -OPT CA11JZN L OR SLOPED CEAINC UAY BE USED. A.
6. niLL "DTH SWEARWAUS ARE SHOMTI DT THE DETAA.•ABOVL HOWEVER.
,�. - ,
y�i�i St IF.;I •--..
JiJAJ ! +
. �\
• ♦ `S.S
F�`; +
EacaaaA•cAu�•rws.a
ANY LENGTH
OR OONi1O1RAlgT SHEARNAIL YAY BE USED.
(lllll !!!UTITA+++
mwl
„
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLDRIDA J1695
PHONE (BI3) 726-1136
NOTICE
DESE SP[ODCAUOS AND OIARMCS Au
O'R4SIAl. M�ARY, AD A9F !kN
NATERAS OF JACOOS91 WRDi AETURN-C
m St01U1p0"S An PNDt'= TO T C
KEP7��pmx Am smE 1Ap 0�s
CRAIW BY:
R R
DALE: 2-6-96
REV. IETTER:
DRAWING TITLE:
DBL 5 W CONFIG. TIE -DOWN
DRAv:S. xUUBEN:
AD-TD-01(O
62
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE.
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF). SOLAR TUBES AND PLUMBING
4 I� VENTS SEE AD-PR-7007 & 7009.
MAXI. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 SEE AD-PR-7008
SHIP P THIS SEC. LOOSE
SE
1 (SITE PJSTALLEDL
FOR OVERHANGS
SEE AD—PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED � FOR ROOF VENTING BOTH FACTORY -'
POLYVINYL BEFORE INSTAWNG THE AND ON SITE SEE AD-PR-7005 & 7006
ON STE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WDE
TYPI AL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF jITE INSTALLED PITCHED
FOR FASTENING _C ATER SECTION RAFTERS
NOTES:
APPROVED BY
000 N*00Revised
Oct 25,2007
INC.
L MANNFAF TOME MNSTTUCIDN ANID SAFETY STANDARDS
JACOBSEN HOMES
Mori P.O. BOX 368
NOTIC@
Om wemrmoms Am DRAAIDS ARE
ORIO AL. PROIMAY.. AND COIbaEH71Al
TUTERIAS OF JACOBSEN WNIFACDRa1G
INC. swl WTERALS ARE PROM TO THE
RA Bl".
O.A.
DATE
10-24-07
REV, LETTER:
DRANING TITLE:
ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR. FLORIDA 34695
IWPENT fat PM WOSEi AD MM BE
DRATANG NUMBER
PHONE (727) 726-1138
IOP7 CWWTMI Ara Mari AM OMM
AD—PR-7001
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
HEA
Tito FEN STL &"Fas
(ul mwMAYs}
a-0GsIR NDOPI>ID
a Mar A[
"all m
Yr. e1t UNCTH
m-
nat al a vsoo
TITD Ile 91E/AfYALLs
II II II I p
"`5T1 KEE I im NOTE I_��gE wx 7 SIE Now I'—,
Qsa NDRS z AW 3. Q Q 4E mm z No 3. Q
PFA REOb I'm PC* to Alpo PmT MD
W s LOGTIDN THIS WtATIOH -ms LOGAaw _ THIS LOCATIONFIGURE 8, 0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL 'LF VALUES.
NOTES. -
1. w-amos WAM M W= MAX ix-ww TRAP MAY ac W AI D III
UREA of OF. m" east AB04E: F02Am AT tofN�
otarr4 AWl�s Ta aE RAN TOI M UL1P1Aa IAw 1F s7n/ n�o tt9a1 Law
(s9C AO-R�001 IM-M ERAL NOTES) FOR NM Of WM � 11Ri1L111L'L�
LPI1. A Psli AT CUM DO OF THE 2CA,TNAL jxM (rat TIQ Male XlAC31
Af41Ww AT CAM Ba OF ANSTs RLURLAITS Q IE-guan rWw AcaltiabW,l
A V OI SWI ALL Is LWATW A(NOE A 5RD If W MAL IOOIT oolsZrg 0o
0E-MM SiW= OR POS ARE REGUNFL (ALL WMUI a�NJ4To lLL L7E5
no ALL ZVORKs}
910334 1
•� ; STATe OF _r
BY
FES 10 2000
INC.
HOMES
KQnC1i aAf. aas
,faxaconulaaAAoawd
iM�T} •••
•� R.R.
PAM
02-p1-00
MY. LLI It
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P.O. 00R 3ca
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MA1F9M a JAU
�.
S/W TIE/PIER REQ.
B
MM
NG 6J:H I[11WA! �
SAFEh 1TARBaA. RWLgA ]TABS
(7772a-11]8
Im�FA4G PC
mmFAI =Mgfai
DRAa1G t1MQ7L: ,
AD-M-100PNOI[
20
61
ADDENDUM
(Lae 14aD1�E LIB) ctt & �3
NORMAL TIE -DOWN SPAdINO TABLES P `� 0)
ZONE 11 & III/EXP. d & D , Wo
L
C
LONGITUDINAL TIE -DOWN SPACING TABLE
vik-
*4o ZONE N
ZONE 0
FLOOR
M
VIL Ott
El BID Of
a mcn*
Yk a
plc
EA. 6p
u IwN
Mk e
12H-07
2
1 53'
3
140'
13 -4'
3
37'
3
1 46'
15-4`t:�
3
46'
4
40
VORTICAL TIE -DOWN / FRAME TIE -DOWN PPACING TABLE
I M.
*DTTHH
VAX
DVF�Tb1MG
#ND ZONE 6
ZONE 11
9'ADNG
y �"�'
AIpNOR ANDE•
�AONO .
V�
Allom A W
12'-0'
6' EACH STYE
6-4'
72'
3F TO 40'
5-4'
36'
45,
IS-4'
6T EACH SCE
5'-4'
RO'
35' TO 40'
54
42'
45'
15-4"
6' EACH SIDE
T-4'
60`
40,
5-4'
4K
45'
t
LONGITUDINAL TIE -DOWN SPACING TABLE
ON,
ZONE II
ZONE IX
F#DTM
Ott
ii sE�cmpN
4k e
OTT.
u ffEDdT
ire,
3
44'
4
4P
13'-4'
3
52'
4
45'
15'-4'
4
44'
4
56'
VDRTIdAL TIB-DOWN / FRAME TIE -DOWN $PACINU TABLE]
W.
ODIN
YAX
OVERHANG
00 ZONE 1
ZONE 61
��
uMIGHT AVBI6PA)IDE•
9daw
4�
AVDmBuIRc•
12'-0'
6 EACH SDE
4'-0'
72'
37'
4'-0'
34'
417 TO 45'
13-4'
—TEACH SIDE
4'-0•
72'
40'
4'-0'
38'
40' TO 45'
15-4'
v EACH SIX
4'-0'
OT
40'
4'4
42'
40' TO 45'
• NOTE: WHEN ANCHOR ANGLE FRO►j VERTICAL CANNOT BE CALMACHIEVED. ADD APPROVED STABILIZER PLATE. fir T.
(SEE NOTE #6 FOR HOMES SET IN FLORIDA)tc°" sa
NOTE
1. SEE FUL ADO "FOR ADDITIONAL 9£OIBEMONTSONO
2 TABLE BASED ON ANDIDN LI NO LOAD ar 3150E AND DLIOOINAI TIE iD25,2008
OPPOSITE BEAILi MAX EA1E OSERRANC RDOS TO Oy[1MANG AT 9DEI)ALL qDi RNONT OA REAR
A. AAlBl0�E TABLES APPLY TO IN' I60'. AND 18N'FM #DIM 95 1/2'?'��-BEAM SVAONO. TOO' UAXVIJA SOEWATL RDCH1 ANTI 6' W ruy MEONRRANO (6. OAWMNO MAX EACH SIDE OF 1AD1L
STABtM PLATES ARC REQHED ON 9DE*ALL ANCHORS AND L0N01110dUt
SET ►N FLORDA SEE 04Y RIAE 15C ETIECYIVE MARCH 29. 19K
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SAFETY HARBOR. FLOODA 34E95
PHONE (727) 726-1138
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AD-TD-0087
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DECKNNG
WITH 7/16' X 1 1/2- X 16 GA. STAPLES
(12) EACH SIDE OF MARRIAGE LINE TO
EACH 16' O.C. RAFTER.
SEE DETAIL 'A'
11' MIN. SITE INSTALLED DECIDNG OVERLAP
FACTORY INSTALLED ROOF DECKING
SEE NOTE 12
BE RIDGE BSI
EE NOTE t4)
SEE NOTE 11
CROSS-SECTION
REF. PG. RC-07-0044
NDS01
I. SECURE EACH 16. O.C. RAPIER TO RAIL BELOW WTH
2? X 4 t/2' SCREWS AT EACH RAFTER DID. SITE
INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED
RAFTER. (EA. SCREW TO HAVE 1 I/4' PENETRATION MIN.)
2. ATTACH MATE IN RAFTER RAILS (OR RIDGE BETAS) WITH
010 X 4 1/2' SCREWS 9' aC MAL SPACING,
1 SEE AD-FA-0020 FOR GAP TREATMENT BETVIEN SECTIONS
SITE INSTALLED 7/16' MIN. ROOF
DECKING SECURED WIN 7/16' X 1 1/2'
X 16 GA. STAPLES. 2' O.C. MAX. TO
EACH 16' O.C. RAFTER.
SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA- ED
RAFTER BELOW.
FACTORY INSTALLED RAFTER
(CENTER SECTION)
John C. 069asn, P.6.
K2 EngkmerkV, Inc.
WIROZONE'N
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF D.L.
BY
Dun 09,2006
JACOBSEN HOMES
NOTIC&
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ADDENDUM�>JR�s
108" HIGH SIDEWALL TIE —DOWN SPACING TABLES
ZONE H & III/EXP.. C & D 10
LONGITUDINAL TIE —DOWN SPACING TABLE
L
MIN NO ZOIE I 60 ZONE II
FLOOR • ' BTL mm am man
1FIDTH EA DO OF Alm EA DB ff ME
o
EL I= YIl B EA YDIOi YIL 9
13-4
2 58 ]
4Y
1y
24'-0' 2 62 3
45'
VERTICAL"TIE-DOWN FRAME T)E-DOWN SPACING TABLE
MIN.
MAX
- WHO ZOE 1
WIND ZONE B
FLOOR
mom
EA&
COMOAxagx
OMO .
��
DB IFAD
Lrva
Axo1pA A Xu
>PACNG
�
AxaE
6'"
V-8'
31501
49'
5-4'
1 3150
45'
24W
6'
C-8'.
3150
49'
5'=4'
3154
45' "
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 1
vm ZONE IA
FLOOR
wx am
ANM
UK 9rz
Axa1ce
WIDTH
D• DID OF
ARME
FA DAD W
Aw
V
EA SM10
ma G
EA MM
IML 9
214
3
48'
4
4Y
Q
r�
24'-T
3
ST
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 1
WIND ZONE II
FLOOR
WI
EAW
OYERIANG
SDALRC
DL WA
10F
ANOD9 *m
AM
ANM MIRE
LOW
21-C
S.
5-4' 131
47
4'-T
31501 1
43'
24'-C
6'
5'-4' 1
31501 1
47
4'-0'
31501 1
4Y
f08. MAIL SDEWALL NEWT WXOZONE R.40
" (110 UP")
L 20 PSF ROOF
10 PSF O.L
RF. CALLS
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11-28-06
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108' HICK $IDEWALL SPADING TABLES
FLORIDA 34695
726-1139
RooFA SM-
DRANK NWLItSAMOMO)
AD-T ,—D S
ON SITE PITCHED ROOF DECKING INSTALLATION
le. ued
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—
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STE INSTA1. 0 DECKING ON PITDiD NO BLOCKING REQUIRED
TRUSS SECTION8 REMAINDER OF AT CONTINUOUS PANEL
BOTH WMDE SECTIONS (2 FULL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE
SITE INSTALLED PIT0IED TRUSSES
TRIPLE WIDE MARRIAGE LONE
MIN. WIDTH PER SHEATHING REQUIREMENT
MANUF. INSTALLED DECKING TO HERE
APA RATED ROOF DFCKING
(OR EQUAL)
WINDZONE Al
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L
NOTES: ENGMEi APRIDVAL: DAM APPROVAL'
1. 1/B' MAXIMUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 v{ LEevised
SPAN RATED) DECKING (EQUAL OR BETTER). John C. C0:.4 R= Oot 29,2007
3. OTHER TRIPLE W9DE SECTION (NOT SHOWN) WILL BE THE �N(. "`
SAME DECKING PATTERN. FEDERAL �ARUPAc1uPf0 R0rc
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 OONSTWMOR AND SUM STANDARDS
GA STAPLES AT 3' 0 C EDGES AND FIELD
JACOBSEN HOMES MMSrCg1UN90ISNOODRRUMME oRAwler. O.A. DAM,10-24-07 Rw.I1>TEA
aRIMUL RiDARTAAX. w0 W#MMK DRAM 101E: n
P.D. BOX 368 VANN s Or aACO rn RANI(ADRHI: ON 91E PITCHED ROOF DECKING INST. „
SAFETY HARBOR, FLORIDA W95 IR SM YAMWIIS Am PIIDIQO A7 BE
PHONE (727)726-H 3a6 OPAININD MUIMM AO-PR-7004
58 23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SQ. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR
VENTILATION OF ROOF SECTION
(SEE AD—PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION
CEILING PANEL
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
E INSTALLED CENTER
SECTION OF ROOF
BY
'Revised
Oct 25,2007
AJACOBSEN
HOMES
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TYPICAL SIDE ELEVATION
SHOWING nE-DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SECTION I I III
SHOWING TIEDOWNS. �+� TV-omSS IEI®I
AIM MLOE
SET ANM
FIGURE 10.1
NA IqE S FUl
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(110 MPH)
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10 PSF D.L.
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20
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ADDENDUMGUREs
108" HIGH SDDEWALL TIE -DOWN SPA ING gEE tt 1
TABLES
ZONE II & III/EXP. C & 0
LONGIT INAL TIE -DOWN SPACING TABLE
AIR N41D ZONE 1 k481 ZONE 6
FLOOR rl O1T. ANOIOR BR Orr. Ax010R
� ` v MOTH EIO ff FA QO ON AXOF
4BL
IL
\J YCIIOI a EA. SECTION YL 9
�
lY0
VERTICAL TIE -DOWN / FRAME TIE-DOWN
SPACING TABLE
HUl
VAX
BIND ZONE 1
NwD ZONE I
FLOOR
1NDTH
EAVEDEL
OVERHANG
LOAD
ANCHOR ANGLE
SPA=
�
ANIM ANGLE
26'-8'
6'
V-8'
31501
4(r 50'
5'-4'
31501
40'-50'
V-8'
6'
C4
31501
40'-50'
6-4'
31500
4T-50'
LONGITUbim
TIE -DOWN SPACING TABLE
MN.
%M ZONE 1
WAND ZONE M
S r
FLOOR
`1`�L- o T
rF Doff
ANONOR
ANGLE
►K DTI.
Ek DO OFAM
wlm
^ O V
rc7Xly�\
1110TH
FFAA DON
MIN.D
FA SEcncK
MIN.8
26'-8'
4
4
41'
57
30'-8'
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIL
LUX.
WAND ZONE 1
WND ZONE u
FLOOR
WADT11
WE
OVERHANG
SPAM
MIL
ANCHOR ANGLE
PAW
�
ANCNOt ANGLE
26'-8'
6'
5-4'
3150/
40'-50'
4'4
3150+
40'-45'
M-6'
6'
5-4'
3150/
40'-50'
4'-0'
31501
40'-4Y
VNNOZONE NI
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF CAlcs
NOTES:
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1. SEE RILL AOOF1WN61 FOR ADDITIONAL REDIRRFAICIIi
t CA W. a
APPROVED BY
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TABLIAIID AB01E
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JUL 2 7 M04
JACOBSEN HOMES
TMY9�IGRMAM MAW=AM
DRAWN ITT: M.T.
DATE.07-20-04
REV. WIER;
P.O. BOX 368
Neau. pRwwARE me DWmk
NAmaAL9 (F 0400E W NANFACRFSC
INC. SUCH MAIUM ME RmmRD 101E
ORATING DDE
108' FM SIDEWALL SPAM TABLES
SAFETY HARBgt, FLORIDA 34695
PHONE (727) 726-1138
NNW FOR 96R RNM NO RN t
ICE CDESO l AND 9M Sn 011K
ORATING MMKR:
AD—TD-0083
19
ROOF VENTING
/ MARRIAGE WALLS
TTP. IOU SD AL CUTOUTS FOR
YENTLATICN OF ROOF SECTION
(SEC CHART FOR RECUMM NTS)
100 SO IN CUTOUT VENT HOLES
REQUIRED IN FLAT ROOF SECTION
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0 TO 15-r
1
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62-6 To -0
5
FLAT CENTER SECTION OF ROOF
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r •50 SO, IN. VENTS R£DUIRED
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JACOBSEN HOMES
rTlin
P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
NOTICE
ROUE S DnCA O6 Alo PRAAANM AIM
DROKAL PRWROARr. Am milm Mt
MTEIRAES V A CDOSE N NAMVACRVS G
W_ 9" WITpULS AK PRUD A 1(
KOP017 FOR SIM FUIFM AM NO R
IDT commi t AIO POST Flim DIGS
m
0
JUN 10 20
INC.
01-22-04
ROOF VENTING
AD-PR-7006
56 26
PITCHED ROOF EXTENDED VENTS
ADDENDUM
SITE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT
(SEE DETAIL 'A)
E INSTALLED CEN'
SECTION OF ROOF
SITE INSTALLED VENT
EXTEND FLEX DUCT Y ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TIP. CONNECTION TO VENT
FAN, SOLAR TUBE. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PPE
(EXTEND Y ABOVE ROOF)
(SEE DETAIL '8')
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP ^
(OR SOLAR CAP)
I �\^EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4- BD NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
SHEET METAL
-*—FLEX
SCREW
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'
NOM
1NTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS
Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3, EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT N ROOF DECKING
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUALNUM TAPE AS SHOWN N THE DETAIL ABOVE.
S. SECURE STE INSTALLED PLUMBING VENT PIPE INTO COUPLER MTN
APPROVED GLUE.
AN
JACOBSEN HOMES NOTICE
,IDS[ sTVDA7DNs O DRA.cfi u¢
OftOKV_ R16R[IYR. AND CO rDpDAL
" P.O. BOX 368 w'UMS Or 40ZOWN MANIFACTLIK5 •
INC. WON WIDO IS ARE PRMW TO TID
SAFETY HARBOR. FLORIDA 34695 KOTOIF rOI 9LOIC ROOM AM W 57 BE
PHONE (727) 726-1138 ITT OO4miq No YOET /MI cum
26
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
WENT PIPE
fy/' (SITE INSTALLED)
ILJI COUPLER
FIN (SITE INSTALLED)
' VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
APPPOVED BY
JUN 10 w
INC.
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFTSET SECTION)
SHOWNG TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR TV
NOTES.
ENo cE(lA�b�A
\STEpMF`te
e No. ••
L SEE AD-TO-DOBO FOR SPACING TABLES (OFFSET SECTION ONLY}
j
L SEE AD-TD-OOBO FOR OUNIITY OF LONONDIAL TIE -DOWN STRIPS REOURED.
910334
(W%7 SECTION ONLY)
I SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTRY AND OILER REOUDRNENTS
� .p •
�q'j � :•
4. SEE AD-10-WOI FOR ADDITIONAL REOUIRENENTS
G 90 •. �P•, t
DAIF: V. LETTER. JACOBSEN HOMES NDnA&
R.R. 01-23-04 rag 9EORCA TAR AND WFIOC AK
OAIDAL POF ACMIY. AND WimI7Ut
_ P.O. BOX 36B NA'[eIMS O' ULS ARE1 W WDED TO ONG
THE
_D ROOF EXTENDED VENTS , SAFETY HARBOR. FLORIDA 34695 r" Vji rOK YASKI=ADoom m IX
PHONE (727) 726-I138 :KHFfWDILOYDDIA+L" Apo rRa DOM
AD -PR -TOOT
55
CSECACGS, ®G, c-sEu- (E.ot-rd•r�
SECTION JJJJJJ
ri
a F i! `•�C.
Fi A;cG SaFE!Y Si:.':i��r_S
5-9-01
FIG. 12.0
3
5
I
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (IN1 OFFSET SECTION)
SHOWING TIE -DON SPACINGS
ILa
li
1 OEM
: �€ice:
•r 11e yin,=mm'
•v i
11.11-1.,
r arI lilt,•� i
FIGURE 11.0
SIZ Pi M /.0 FOR /6TlBNA17L fl6-DOU MRMD
:CTIO
DON
FIR
TOO
ON
iiL-AmO MIX
cgLr,9�G•
16-c1- 16.rz
Lei
— — AIOIIR AMBE� R
19,01
-D
FIGURE 11.2 C ,
OU roe ADMM L1U1010 LL=D
`.'yYLFIC F,Fi�e
1. SEE ID a086 EDH sFAONc TF&Fs (OFFSET sicmH araY)L
-s ' ii
PPROVED BY
2 SEE AQ-iD-0OIO FOR g1ANtt W LONOi11OAL lE-LOUT 51RAP5 fEO1RED.
�.Y• 9r.'j.t
,•' G � R � �
(OFFSET SECTION MY)
0.004548
-
JUN n 1< ?m4
3. SEE OTHER DETAILS FOR BLOCKING (PER) O M71TY AND OTHER REOILREMONS
.ADOIZONAL
;
�
N. SEE WM-DWI FOR REQUIREMENTS.
ll ��' iF
INC.
S ZONE2/EOOSIIRE 'C: N6' YADOAN IElO1f
ZONE 2/E7OIOSIE `O: NO' MAXIMUM HEIOET-36' FOR 17-I' NDE UNITS
� 4
r� 9 �•.., A .` e•
>y Fe .., : L• n19 (��
ERAL UFACTURED HOME
R UCTIONANA SAETYSTANDARDS
ZONE 3/bP09LE'C: RI' MAXIMUM HEIGHT
:
>„ iS .....• ��� ��
A�n
ZOE 3/bO09lE b': 40' MAXIMUM HEDOff
>A� C,r -zL✓ ��
JACOBSEN HOMES
NOTlc&
DEg 5PE6DAWS AID D AIMM ARE
W. �1.T.
DATE-6-8-04
KY. LETTER:
DRAW TITLE
FIG. 11.0, 11.1 & 11.2
P.O. BOX 366
W■IA, PRWWAR Y. AND WMDMIDAL
WIEEMLS OF .IANNION MA UFACIUNM
IIG Sql MASS g AD PROM® 10 THE
DRANNG NUMBER:
AD—TD-0081
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
WIE1O FOR MEDIC PW'OM AND MIST •
■FT O■MM AN SM FOOT OTITIS
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 150 FELT MIN, INSTALLED OVER THE
FACTORY INSTALLED UNDERLAYMENT NTH A 6' MIN
OVERLAP AND A HIM. 6' NDTH OF ROOF CEMENT.
150 FELT 70 HAVE A 6' MN. OVERLAP 151 FELT ALSO CEIFNIED PATH A 6' WIDTH AROUND
AND A MIN. 6' YADTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
HELD INSTALLED ROOF 9ffATHxc
1 1 1 J
6' YLDIH OF ROOF CEMENT NIEN
1 ( OPTIONAL 150 FELT IS INSTALLED.
r� I
rn n I
I; I I ; I ; _I ; 1 1 1
OPTIONAL LAYNL OF 151 FELT
r�
ONE-PTELE Seal —
UDDERAYYDR
ROOF SHEAD■D (TLF.)
THIS ROW OF SH NG ES TO RE 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 UNDB UYLENT OVER
LAP OF V MINIMUM.
1'
_���_1�F>•NN*I��
FASTENING DETAIL
%HDZONE L
(110 MPH)
ALL EXPOSURES
1. NOTES nNC OF OPTIONAL 15+ FELT IS NOT REWIRED IN ANY AREA
"
APPROVED BY
EXCEPT 11HERE NOTED.
0
Revised
2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED
ARE .UST TO HOLD FELT IN PUCE UNTIL SHINGLES ARE INSTALLED.)
1 /,-, �p
.)OFTT1 J :"ten.
Onctl 29.2007
II VC,
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
KZ ETlgi:filg, InC.
FNSYiDRDN AND SAFE°TY SfAlIMNOS
ONLY AHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
NOTICE
THM9V=DORNOMIA00IARE
01001, PAOfRETAIIr AID OIWOODL
OMRN
o.a
OAIE
10-24-07
REV. UET�
DRAWNG DIlP
P.O. BOX 366
OWD
WIDIAS 6 UIOB911 LLAM/IICIM90
PIG sm YADMNS AfE RDIDFO N M
StE INSTALfD SHINGLE
AND IMDETOAYLEN
SAFETY
F7�1138�95
01 �MAL
GRAVING NGLGm
PHONE ((813)
# Io omm
AD-PR-7006
Fd
27
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
TYPICAL FIELD INSTALLED RAFTER
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105' X 1' MINIMUM ROOFING NAILS
OR .113' X I- MINIMUM NAILS MAY
OP71ONAL SHINGLES MAY BE APPLIED TO
SE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BY SECURING
FASTENING FLASHING TO ROOF.
THE SHINGLE TO THE FLANGE AREA WITH RDOF-
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOPE. VAIN NAILER
HINGE, SECURED TO ROOF. ON 70P OF
UNDERLAYMENT. AND TOP OF FLANGE
UNDER SHINGLES. WITN BOT70M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULX).
TUBE SUPPLED BY
SOLAR TUBE MAN.
NOTES-
DAPIA APPROVAL:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X 1- X 16 GA.
A
ROVED BY
STAPLES 6- O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
JUN ll
INC.
FEDE
AL MANUFACTURED HOME
CON
RUC110NANDSAFETYSTANDARDS
rrm JACOBSEN HOMES
NOTICE.
IESE9ROrWATONSAMMAMSARC
DRAWN BY:
M.1.
DATE•
D2-04-04
REV LETTER:
Frion00PML
PROPRIETARY. AND CWMRAL
DRAWIG TITLE:
\I P.O. BOX J6B
YATDLNS OFACORN MWIACR O
NG SUCH Y111LTM15 AIE FRO,OCD 10 M
. FLASHING INSTALLATION
—
SAFETY HARBOR. FLORIDA 34695
KIO'(•I FO SPEC-
I DRAWING NUMBER
PHONE (813) 726-1138
Fw CDOW UM ND SEDET FRBLI DnaTS
IAD-PR-7009
ADDENDUM
SEA 11�
OFFSET UNIT TIE -DOWN SPACING TABLES 1
11
ZONE R & III/EXP. C & D 11Q,
LONGITUDINAL TIE —DOWN SPACING TABLE
(+1
MIN.
NAND ZONE 0
WIND ZONE II
FLOOR
�L on
Ax
INDTM
EA. ENo OF
ANiE
GUE
Lon
EA FID ff
ANTE
MOLE
O
EA SECTIaE
ut D
EA SOCDON
ImL B
12'-O'
3
4T
3
61,
13'-4'
2
54'
3
41'
15'-C
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
IIDL
MAK
WEND ZONE 1
VWND ZONE 10
IWDTHH
OVERHANG
?AMC
LOAD
m m maSPACING
WA
ANCHOR AUE
12'-0'
12,
5'-0'
31501
40'
4'-0'
31501
39'
IS-4'
If
5'-T
31501
41'
4'-O'
30001
40'
15'-4'
If
5'-O'
31501
43'
4'-0'
30001
4T
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE 11
FLOOR
MR QTY.
mom
NK QTY.
ANOIm
WDTM
EA. END OF
ANGLE
FA END OF
,WaE
O V
EA. SECCllm
ML 0
EA SEM
Ell 0
12'-0'
4
45'
4
60'
IS-4'
3
45'
3
60'
15-4'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 1
WIT(D ZONE D
FLOOR
OTH
OVERHANG
SPAM
DEL
ANmm AIIaE
SPAM
I"
RNEIDIt M E
12'-0'
12'
4'-0'
31501
a
S4
30001
38'
IX-4'
12'
4'-0'
3m1
41'
S-O'
30001
39'
I5'-4'
12'
4'-0'
3004
43'
3'-O'
30M1
41'
NOTES: tgf- CAL45, C-Fj, 91- 16,12L
ENGINEER APPjtQ►WEA
I. OFFSET
� C• �
�' Q
17, ®8
SECTION WIN THE YAMAGE LEE WALL EXIDNONM✓!1 TE G FEI E ENDWALL OF
THE ADJACENT SECTION MUST BE TIED DOM AT THE
�1.......... e
�C' :
MAMAM LINE N ACCORDANCE
WITH THE
�•' fgETIFICgl :Fti'-s
O �
t D BY
TOM ABL1VE THE SWEWNL WE AND THE ADJACENT STOW$) ARE TO
• F:.
, r
BE TIED DOWN N ACCORDANCE WTN THE NAVAL SPACING TABLES (SEE AD-TD-0010
•
JUN h1
FFOR17-0' a 17-4' WOESo-1D , AND FOR 1is,-4*WOES}
1 SEE AD-ID-0001 FOR ADDITNAAL REgAREiENTS
'� :
AD-110-DON FOR MADLAN PER HMT REOUM FOR THE LOADS TAINLATED
''•,• ,• Q .`
INC.SEE
I V
ABOVE.
•. `OF110t • y44CA'�
ORAL MAEEUHECIMED HONE
JACOBSEN HOMES
mm mmammss me lAu +
: F.P/A*1^ T.
oAtE 6-8-04
IEv. LErtE>t
P.O. BOX 368
aEVIN. TARY• M
YAKS OFULOfON YAMF
m m MAIDIMS NE TR
DMVING TITLE
OFFSET SPACING TABLES
DMWNG NUMBER:
AD-M-0080
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
WNW FIR 9M PIRG M
WW FOIEDBIWAL ND smal
28
53
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
R
/07
M4C
If
TIETIE-0ONR
FRAME
FM
DE-DOR7 SP/LA7D
IE-DONI SPlRi1G
lE-DOIN SPACING
P
MAX. PER 10-11FWR TABLE PER AD-ID-0012 TABLE PER AD-TO-0012 TABLE PER AD-TD-02 TIRE PER *-TD-00 2 TIRE VAX
FIGURE 10.2
SPX FIGURE 20 FOR ALURIIATE Tf&DOTN RERDD
TYPICAL CROSS SECTION
SHOWNG TIEDOWNS IV. ROTE
7SYSTEM
SEE NOTE 5 FOR
MADAIM HOW
91900
ANGAMWRJ
LANGLE
a„ NO[I[FIGURE 10.3 IAPH) SEE F7GORE 7.0 FOR AI MATE M-DOWN XMD 20 PSF ROOF
10 PSF D.L
REF. CALCS. A.f}- 9z. �l - 92.(467
. AAAIIIAT II IIII,,,,,
140T7
SPACINGBY
I. SEE AD-'D-0072 FOR SPACING TABLES AND NOTES
2 SEE AD-M-0072 FOR DUA ITY OF LOOTUDIAL TE-DOWN STRAPS REQUIRED.
1 SEE OTHER BEINGS FOR BLOIXNC (PER) QUANTITYAND OTHER FEWDEIIENTS
4. SEE FULL ADDENDUM FOR ADDITIONAL TEQIIREMENTS
S ZONE 2/DPa'C: 56' MAIMM HEIGHT
ZONE 2/OPOANE b•: 5B• MAXIMW HEGHT
ZONE 3/DPOARE C: 56' NA70TEM HEIGHT
ZONE 3/WCS RE D': 56• MADMW HEIGHT
E"0. @'G ..'i
�•` Cj .:
:'Q4' No. � ••, _
910334
�.� '
'
'� = STATE OF W _
9p�F • ! 01 A V �Z/
�, P� /
AA • •.
DAPU APPIEOVA'
APPROVfO
ON A INC.
JACOBSEN HOMES
loop P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (7Z7) 726-1138
NOTICE
THESE sPELa1GTIO15 ARBI IXu AIIE
ORIWAL PROPRIETARY. Alm ttNDFNnAL DRAVAND
MAi S OF AkDOEM MARISACTLWM
qC 9" YAMRIAIS ARE PROMOFD TO IITE
REMM rm vioc PANTS " MW BE DRAWING
I®1 RpNmOmIL AND 9CWC1 RmN umm
Y:
M.T.
DATE
3-1-99
REV. lET1ETC
TITLE:
FIGURES 10.2 AND 10.3
NUMBER
AD-TD-0073
ADDENDUM
GENERAL NOTES / TIE -DOWNS
NOTES:
1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME DE -DOWNS
1 VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TE-I)CWNS WH01 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. MIEN ANCHORS ARE NOT
INSTALLED AT THE ANGLES) SPECIFIED N THE TABLE(S), A STABILIZER PLATE MUST BE INSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME 1IL-DOWNS AND ANCHORS ARE NOT SJPPUED BY JACOBSEN HOMES (10 BE SL%LTD BY OTHERS).
S VERTICAL TIE SIM MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HONES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE 10 BE SUPPLIED BY OTHERS.
6. ALL (ROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO EXTEND BEYOND THE DgERIDR WALL OF
THE LINT.
7. STEEL ANCHORING EQUIPMENT DPOSED 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 MAXUUM SIDEWALL HEIGHT OF 8'-O' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ ST SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL DES 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, 5. 7 1141) 16.
10 FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAIN I -BEAU (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 WAAL 71E AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
*a 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
11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENCINO OR ARCHITECT TO RESIST THESE
SPEOVIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES N ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES N IKE TABLES ARE DESIGN LOAD VALUES.
16. A MADMW OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTTER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
IT LONGITUDINAL TE-DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH 17 IS ATTACHED (SEE NOTE 16) IF REWIRED 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 OTHERDETAILSIN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKING RELYUiREVENTS. ALL BLOCK:G DUALS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR All ZONES AND ALL EXPOSURES
NOTES:
J 4RLL ` DpFp'�°,�
.T._ ..._.-
.p`�Q?•GVSTEq •;c�'
ROVED BY /a,,.,
THESE NOTES AND. DETAILS ARE APPLICABLE
FOR WIND ZONE 11 AND/OR WIND ZONE 111. THEY
= i ENE8703571
JN 1 510
ARE ALSO APPLICABLE TO BOTH EXPOSURE C.
AND EXPOSURE 'D'. SEE APPROPRIATE TABLES
INC
FOR SPECIFIC1
INFORMATION ON EACH.
_
z TA C"c� �,
JACOBSEN HOMES
N0710E "�•Ah,
DRAr,N�s AM
IRuu1 A E"' C.L.Y. DATE. 5-19-95
REv. ILETTTR:
■
P.O.
ME 6PL0(1GT SAND
mmim. PROPPATMY, AND CQDCOTTTAA
PARDUA1S OF Jk W MNAITACTUMC
n
I-i
DRAWNG TITLE:
TD—GENERAL NOTES
BOX 368
SAFETY HARBOR, FLORIDA ]A695
RIC SNN RAIERPA9 ARE PRW= 10 TM
Rods fa SK= RfbCYs nO Y RC
DRAWNG NU95FR
AD—TD-0001
PHONE (613) 726-1138
AM c" ma AW YOGI = OTNDK
52
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
i
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
RIND ZONE 01
FLOOR
IDL On
ANCHOR
wE OiY.
ARM
10
WIDTH
u DO OF
EA SECTION
ANGLE
MIN. B
EA DID OF
EA SECTION
ANGLE
1mL 0
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE R
WIND ZONE II
FLOOR
WIDTH
EAVE
OVERHANG
SE
DBi
A
mm E
ANG
SPAONG
� HEAD
LOAD
ANCHOR ANGLE
154
61 EACH SIDE
61-10'
3150
40-46
5'-6'1
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
R
MIN.
WAND ZONE R
WAND ZONE II
{�
v
O
BOOR
TM
k O Y.O
EA D0 OF
EA SEcna
ANCHOR
ANGLE
ux B
EA DO OF
A. O O
u s4cnaN
UNOO
NCLE
UL
i7D3 e
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
RIND ZONE I
WAND ZONE Ill
SEACNG
ML I AD
LOAD
MINOR ANOE
SPACING
OR' AD
ANCHOR ARCS
FLOOR
WIDTH
EAVE
OVERHANG
15-4'
6' EACH SIDE
4'-6'
3150p
42-50
4'-0'
3150/
1 44-50
VANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
REF.CALGS.
. nuunn
oT $: RILLENON�jR
I. SEE L ADDENDUM
2. SEE AD-TD-0073
TABULATED ABOVE
3. MAIL EAVE OVERHANG
f. ABOVE TABLES
1-BEAM SPAONG,
OVERHANG (6'
FOR ADDInO'UL REQUIREMENTS.��
FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
REFERS 70 OVERHANG AT SDEWATL NOT FRONT OR REAR.
APPLY TO IBC FLOOR WIDTHS VAIN 95 I /2'
96' MAXIMUM SIOEWALL HEIGHT AND 6j MAXIMUM SIDE
OVERHANG MAIL EACH SIDE OF UNIT)
OVI l�( �,,
``°
' Q4' No. o!''•,
910334 —
', •� •1
A •, STATE
% 'iT '• �
• AS • •.
DAPIA APPROVALW 0
APPROVED BY
INC.
mDnunaAwwmcwwaP
A
N
JACOBSEN
0
,r
HOMES
BOX 368
SAFETY HARBOR, FLORIDA 3/695
PHONE (727) 726-1138
NOT[ NIMI
THESE SPEencAnON9AND DDANNOSAK
MWAL PROMETART, AND WiRNnAI
ARTERIALS Or A WSEN NANINAC'NRMG
DIG WIN NAIDDNS ARE PRDHDED ID IM
REcFot rm _.. PUDDxE UD.1 R
KF7 E'OM" M AND SECRET MN OTM
aftrat
M.T.
DATE:
2-8-99
REV. LETTER
DRAWING TITLE:TITLE:P.O. NORM. SPACING TABLES
I-- NUMBER:
AD-TD-0072
51
30
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACNGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
SEE FIGURE 20 FOR AIMERNA18 ]1R-DOrN METHOD
TYPICAL CROSS SECTION I I III SHOWING IIEDOWNS TYP. RDOR SYSI017 TV.
r �T
w1 w� FIGURE 10.1
SEE FIGURE 5.0 FOR ALTERN E ME -DOWN MEMO
1. SEE 111-0070 FOR SPADING TAM
2 SEE AD-ID-0070 FOR WAN TY OF LOIQTWAE TIE-DOYM SI MS HEOURED.
3. SEE OTHER DETAILS FOR BLOO(NG (PEA) OIANTIIY AND DIHFR REWREMENTS
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUROIOETS
5. ZONE 2/0 MIRE V. 56- NAM= HEIGHT
ZONE 2/DPOSIIRE V: 40' MANMUM HEIGHT
ZONE 3/E70'MK V. 56' MAXIA M HEIGHT
ZONE 3/EMOMiE'0. A YANYUM HEIGHT
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1I38
LFvy, q(.
i;GEgF
e NO. o
' 910334
STATE OF : A�
�. (Cis_'••.....••
Ala MAfAMM IRE
l5 AlE Plalam TO TIE
M 171E'OV A4D IRST BE
AND SKEET F ODM
NSEE NOTE S FOR
MAM M HOOT(
VANOZONE IT
(110 MPH)
20 PSF ROOF
10 PSF D.L
APPROVED BY
N n INC.
mm-Ewclvlmms swu
is 5 ?(10i
M.T. 1 _ 3-1-99
FIGURES 10.0 AND 10.1
AD-TD-0071
ADDENDUM�oR
5tE
ALTERNATE TIE —DOWN SPACING TABLES 10 &',moo >>
ZONE II & III/E (P. C ve L w
LONGITUDINAL TIE —DOWN SPACING TABLE
+1
VA
VAND ZONE
N
1HND ZONE III
(v.
SOON
VIDTH
rd an
xDm
MIL an
EL BID
xw�
xMINOR�Q
Ek 9Boor
FA 3,'dl
DL
IOL D
FA gMC601
1�
23-4'
2
54'
3
40'
�4mo
24W
2
54'
3
40
2V 4'
2
60'
3
44'
25-6'
3
311
3
V
3lY-li
31
47
4
41'
(SEE NOTE 04 FOR AWN ANGLES)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
WIN.
MAX.
MEND ZONE II
VMD ZONE lu
DR, IFS
LOAD
AIaIOR AWE
9 Ama
OH. WA
tam
want ACE
FLOOR
WIDTH
EAVE
OVERHANG
2S 4
12'
54
31501
1 40-45
5- 9
31501
35'-40'
24'-O'
12'
5-4
315Dj
1 40'-45'
54
31500
351-a
254
12'
514
31501
40'-45
5-��4
3150j.
35'-40'
V-Li
IL§
4-4' '
11501
40-45'
I'
5'-4'
31501
35'-40'
30' -B'
12.
5
31500
1 4(r-45'
1 54
31501
1 35-40'
(SEE NOTE j4 FOR M ON ANGLES)
p4eFFFFnFRSA�
°°°e�� C. DoF� �oe9
'C�,EIYSIceICL�'oe
0 0
No 45484 m
TF"
m C)�REF. CALC.
gym;,%*(p�1pP°o` C-TD - 215.01 - 215.20
`10NA, °
NOTES:
EN6OiIIi APPROVAL
DARA Af4R0VAl
I. SEE AD-m-w FOR ADp00NAL REWFO M
APPROVED BY
2 SEE AD-7D-OMI.1 FDIC YAIODY PER HRGLI75 IEDIIRED FOR THE LOADS
Jua 16,2009
TMaATED AMNIP
THIS PAM APPIIGRIE 10 DDIR IBIIES ONLY.
I N C.
3. TE-0011% DESIGN ON
4 an ANOMFE ANGLE SHOYM N THE MMT ADM CANNOT E ACHFVED,
FmEraf wllE00 SM x
mnsmueroe Aen sAFEn sTAxoA9ns
MUM AN APPROVED STAEM PEAS
JACOBSEN HOMES
THm��
ORA6N BY:
M.T.
DATE
06-04-09
Oti• ��
TmE
DRA1�ic ALTERNATE SPACING TABLES
wma. nm l oTxrmOIFAL
OF JACOBSEN BAMM MMO
P.O. 80% 368
SAFETY HARBOR FLORIDA 34695
PHONE (eta) 726-713e
W. sAII R ME OAF: PA A IND TD M
W. SM
ROSBII tm SAC HiBDE MO Mom e:
arr mrotxnl. No �r rFol Dons
DRAT'IM0 NIAD7ER
AD-TT)-D01 D.1
50
31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
L0
IE-Dm
RON
RE -DOOM
24'
RE-D01H �A@TG FE-4m SPACING
lE-DO1M 9-AI]XG
lE-DONN S'AONG
TK-DON1 ffACNG
Zt'
MAX RR AD-10-0010 TABLE FOR A AD-0010 TABLE PER AD-TO-DDIO TARE PER AD-M-0010 TABLE PER *-TD-OMO TARE M
FIGURE 1.0
' SEE FIGURE 20 FOR ALTERNATE TIE -DORM YEIIWD
TYPICAL CROSS SECTION
SHOWNG TIEDOWNS Tom• FLOORsrsEll rn. OD55-METHR
12US95
3E NOTE FOR
uAnR111E101T
y ANODE AN12E ANION MA
FIGURE 1.1
SEE FIGURE 5.0 FOR ALTENATE TIE-Do1R YE Allll
(VOTES:
1. SEE AD-TD-0010 FOR SPACING TABLES
Z SEE AD-TD-OD10 FOR QURM OF LONQTU01AL TIE-ODVM STRAPS REWIRED.
3. SEE OTHER DETAAS FOR S=NG (PIER) QUANTITY AND OTHER REWMAENTS
4. SEE AO-TD-0001 FOR ADDITIONAL REUIREMENTS
5. ZONE 2/DPOSURE 'C: 60' MAOMUY HEIGHT -
ZONE 2/OPOSURE b': 44' MAXRMIM HEGHT4(�
ZONE 3/D011U P05URE'C: 40' MA1M IMT
ZONE 3/E7PCGURE b': 36' MAmAUM HEGHT
1y �pQ@py�
ENGINEER`` AC. DpCp I��UVtU BY
�Q�.•'G\ST EqF . FZ �• A®aT-
�: •Q'� No. O "• I. Z(N)z
EN E8703571 IA I�
- ft���� I V
' 'd S Tr� ; W INDFMOraTDIn
P 4A
%, ,R`�. •..,•DIM �����. Rff. CALCS:
��i,, Aj'S�Q••• •• E�`�����
JACOBSEN HOMES
�� P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHDNE (813) 726-1138
SPECIFICATIONS DlNT01
tTHFSE scrnuTlas AND DRATMNTs ARE
ORIGINAL. PROPRIETARY. Alm QiN10E1RM1
MATERIALS a JACOBSEN MAMIFACTA Nc
K SUCH MATDMS ARE PROMOFD TO THE
RL6D/f FOR 9[6C PSYM AND MST BE
IVT CmRDNE AL AND sums RmM mxeTa
C.L.Y.
km.
3-27-95
� LETTER
DNAYANG RTLE•
FIGURES 1.0 AND 1.1
DRAWING NUMBER:
AD-TD-0011
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE II
WIND ZONE IN
���
O
FLOOR
WIDTH
G 1DO U
EA. SECTION
AN
AN.GUE
Ime
MDL
EA D0 O OO F
u SECTION
ANaOt
ANGLE
1DL e
30'-8'
3
40
3
25
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN SPACING TABLE
IIIN.
MAX
WIND ZONE 0
RIND ZONE 10
RODE
WIDTH
EAVE
OVERHANG
sPADNc
DSL HEAD
LOAD
ANM ANGLE
SPACING
DLL ANON ACE
30'-6'
6'
6'-9'
31501
41-46
5'-5'
3150a 1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
{�
N
MIN.
WIND ZONE 0
WIND ZONE RI
FLOOR
Tom. F.
ANCHOR
MPr.
mom
�•(�
WIDTH
EA END OF
EA. SECTION
RUE
IML e
EA, 00 OF
EA. SEciDN
ANGLE
0L e
4
42
4
25
VERTICAL TIE
-DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
Sp:a
DBL HUD
LOAD
ANCHOR ANGLE
s°A� c
DRL� Ax01QR ANC E
6'
4'-6
1
31501
1 46-50
4'-0'
31501 49-52
VANDZONE III
(110 MPH)
20 PSF ROOF
. 10 PSF D.L
REF. CALM L 4.R - 014.01- y¢. (a
11aTuu INu1,�,�,"
NOTES:
1. SEE FULL ADDENDUM FOR ADDDIOKk REDUREMENIM
2. SEE AD-70-007I FOR MAXIMUN PER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
a,0. �. ,
C7 ; ' ITEM •1.
Q� No. Fo' •.
-
910334 r
µ: � ,,
DAP14 APPROV ba 0 t IM
APPROVED BY
:• STATE OF :'� -
D �:
-N INC.:0�•'
naAM.w.nwP.aAt I V
TDImeIAeluoMnOFdnws
.
„
JACOBSEN HOMES
P.O. BOX 365
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
NOTIC AYAL BY: DATE' REV • LETTER
THEY�EDCADRSANOOMN05,E M.T. 2-8-99
DAIERIII. PROPWETART. ANO OOi[ENOAL DRANWG TITLE:
MAIERIAL6 r AACAMN MMAFAC,,,% NORM. SPACING TABLES
M 6UO1 MADHMS ARC PRD0 TO TQ
KD TA RIAT To,
up gt rypI pROQ DRAXWC NUMBER
AD-TD-0070
49
32
r.
SEE DETAIL 'B'
SEE DETAIL 'C'
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
DETAIL (A'
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
DETAIL `B'
NOTES-
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP).
FRAME TIE —DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I —BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CUP
(SEE AD—TD-02DO) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL ' C'
THIS TYPE OF PROTECTION MAY BE USED FOR
T�F-,yenIP; LONGITUDINAL TIE CONNECTIONS ALSO.
1. ST/(Av '.
91S334 APPROVED BY
STATE OF :'��
u ;ND", OTHER'S
"— NOV 2 4 1998
JACOBSEN HOMES
NOTICE
nest
DRAIN 11
M.T.
DATE
11-18-98
REV. LEII"..
sPcaRDAnoxs Am WAHRcs ARE
01AaxmL PRa1sTAAY, Axp COrRDDlTVL
low P.O. BOX 366
MTERAS Of ACOBSEH UAWACRSM
HG DAN MATWALS ARE PROYDD) rO liE
DRAIING ULU
MISC. TIE —DOWN
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
MIENT FOR SPECM um gcKi 1% Oms.
DRA"'"D HD��'
AD—TD-0050
LJ(
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
®®
sm
TE-0OI9B
TE-0DM6
lE 9AD
PAW
U-OOIdV WONGSPAmip
MATE . FER AD-D-Mat ME i4R AD-1D- fat lA®E pFR AP IIFWfat TADS p4R AD-1DWInt IABIF PfR IbiD-ONat.TAB1E EUY
FIGURE 1.0 `el4lap:epppppAej
>9 bye.;TYPICAL CROSS SECTI
SHOWINlIEDOWNSON M. Rua Sim TIP. a m-mm ',��®°°�i�SeO1t1AL a �a�`�o,,•
alAmR
9E 901E 51m
MMCIN HOW
ANCHOR MGLE (9E N01E 15) AROIDR ARCS (9E ROE 18)
FIGURE 1.1
(DESIGN BASED ON 951/Y I -BEAN 12MM AND 95' M SID CS)
NOTES:
1. SEE AD-ID-ODIMI FOR SPACING TABLES
2. SEE AD-m-OOta1 FOR WANITY OF LONG11U0W. 7lE DDM STRAPS
1 SEE ORER DETAILS FOR BIDOGNG (PIER) OIIANRTY AND OMEN RECIDRD@IP.a
ENGOW APPRWAL•
DARA APPROVAL:
APPROVED BY
ONOO
Jlnml(1`6.2009
4. SEE AD-TD-0001 FOR J ADOMONAL REINDERIS.
5. ZONE 2/WMRE 4: 67' MANM9M HEGHT
FEOE�� loN
COMSIPoKTOMYW GAFFT'SENNIO4
201E 3/ERPOSVRE 'C: 5B' KAta M MIT
REF. CALM
C-TD- 215.01 - 215.20
6. MIEN ANCHOR ANGLE S M ON AD-TD-001aI CANNOT LE ACHIM,
INSTAL AN APMVED STAMM PUTS
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR FLORIDA 34695
PHONE (BIJ) 726-1138
No=
HOSE s�O1lrAnas Awo MuwmG AAE
O WDIAL RRRWTARY, AND OC6IDDnMl
MURALS OF JAC08vHN YANUFACn=G
M BUM MATHUS AM 1 RMW TO nc
ffCW Ra SM PUP= AID MIST E
AEPI W80W L Nm MU RII 00016
DRAIN BY
M.T.
GATE
06-04-09
REV. Lam
ORADRG TIRE
FIGURES 1.0 AND 1.1
DRAWLED hlPAM AD-TD-0011.1
48
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
i F+�
MIN.
WIND ZONE II
WAND ZONE III
FLOOR
YIN. OTY.
ANCHOR
UK DTY.
ANCHOR
WIDTH
EA.A. END OF
ANGLE
EA Elm OF
ANDS
v
5� O
EA. SECTION
MIN. B
FA SECTION
YIN B
12'-0'
2
4 3'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SEAONG
OHS
ANCHOR ANGLE
SPACING
09OAD AD
ANCHOR AIDE
12'-0*
6'
40'-50'
6'-8•
31501
40-50'
13'-4'
6'
5-0,
31501
40'-50'
6'-8'
3150@
49-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN,
WIND ZONE II
WIND ZONE III .
�J
FLOOR
UK OTT.
ANCHOR
YBL CITY.
ANCHOR
S�ti
WIDTH
EA. END OF
ANGLE
EA END OF
ANGLE
0 V
EA SECTION
UK B
EA SECTION
UK B
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4'
4
30,
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
EAVE
OVERHANG
SPACING�"'�
LOAD
ANCHOR ANGLE
SPACING�'�
ANOiOR ANGLEWIDTH
LOAD
12'-0'
6'
5-4'
31501
40'-45'
4'-0'
3150;
40'-50'
13'-4'
6'
5'-4'
3150;
40'-50'
4'-0•
3150#
40'-50'
NOTES,
ENONECRA Do '
CARA APPROVAL
1. SEE AD-TD-0001 FOR ADDITIONAL REOUMENTS
:� 0���STE;p•COr "',
APPROVED BY
^-
2. SEE AD-TD-0013 FOR MAXGMUM PIER HEIGHTS RECLINED FOR THE LOADS
L
.:
5
TABULATED ABOVE.
ENE8703571
.AWN
3. MAX EAVE OVERHUNG REFERS TO OVERHANG AT SIDENALL NOT FRONT OR FEAR.
' * -
N A INCG
1. ABOVE TABLES APPLY TO 160' BOOR M III' BOOR MOTHS YAM 95 1/2'
STAT'= F C
AAA
�!��''• �No1AN.• �_a�.`
Nxu w,r.nvaloe
AasIlv.Iawowmnwvlm
I -BEAM SPACING. 96' MAAMUM SIDEWALL HERHT AND 6• MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
%q'F� ' •..... toW
C0�
```�`
JACOBSEN HOMES
NOTICE: AAAl4 II
M ANO DRA NS ARFI
111A1N`d' C.L.Y.
DATE:
5-30-95amsE
REV. LETTER:
P.O. BOX 36B
m
NAL PRI KIAIS
PRo�9ElANT, AND CCIIL%N1VL
a JAOXIMN Y/NJFACIMNG
Mc RION "A' S K PROYIED 10 M
DINAMNC TITIL•YATTRNS NORM. SPACING TABLES
SPY HARBOR FLORIDA 34695
� �nPR64S�.,
DRAIVNG NUMBER
AD-TD-0012
Ryjq"O ADDENDUM
�CXogS
�000# ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
AYTL mu
FIGURE 7.0
SEE MIN L3 FOR RROOMIBNDED TER-DOIN IRTIEOB
IMPORTANT NOTICE:
SEE MUTE A FOR
MAXIMUM NDDIT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
RION USING TO TIE -DON CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2)L LUGER ANCHOR TRTH A DESIGN TOAD (TORIING IDAD) RAYENG 0➢
1,000 POUNDS AND AN ULTOLITE EGAD RATING OF 6,000 POUNDS NM BE USED. AN DTURUAN'T MDR METING To ABOVE SPECBTCATTONS WOE BY
ANOTHER MANUFACTURER WY BE USED IN IOU OF THIN STYLE CREST PRODUCTS ANCHOR
NOTES:
THE ALTERNATE TIE-DOMN METHODS SHOW ABOVE ARE ACCEPTABLE FOR USE N
1. SEE AD-TD-OODT FOR ADDITIONAL REO UIRF.MEN7S
ALL WAND ZONES AND N BOTH EPOSIM 'C' AND EXPOSURE '0. HONEVM BY
INSTALLING THE FRAME nE-DON! STRAPS AT THE'OUTBOARF F6EAM THE MAIL
2. SEE OTHER DETAILS FOR BLOCONG (PIER) OUANIITY AND OTHER RFWNUENTS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE DIM DETAILS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE ME -DOWN SPACING TABLES (AD-TD-D035).
RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOMIS
/. ZONE 2/EXPOSMRE'C': 38• MAXIMUM HEIGHT
ZONE 2gOOSIRE'RE 0%
ENG VM !/ IA
N DO
DARA APPROVAL'
J 28' YAXOOY HEIGHT
ZONE 3/DPOSIRE iU': 28' MAXIMUMHT
�` O • 'ASTE ' �F '.
APPROVED BY
° �:' QI�G No. �APo
5 �
5. SEE AD-TD-ODT5 FOR ADDITIONAL NOTES
NE87 =
pr
N C.
0 9.', STAT QF Q
.,..........Io.
01. � W9 \�14
JACOBSEN HOMES
TKM sconvNIOG GAIO INS. ARE
O1 C.L.Y.
DAB 5-30-95
REV'IETiCt
,I P.O.
Mmm. PRWKTW. AIm m/R02L
MATERIALS OF UCOBSEN YANFACNmG
M RICH YATERMAS ARE PR/HCmTO INC
n
DMTRNG TIllf:
FIG. 7.O
R. FLORIDA
SAFETY HARBOR, 26-11 J/695
PHONE (B1J) 726-1138
R6p1T Fa SWX gmflsa MO Y ' [
on OmwTYL w Sam nNu NIAIQ
/H`
DRA'YNG NUMBER
AD-TD-0041
zd
47
R�4� EN
�
pp P�C��RS
ALTERNATEADD TIE -DOWN PANG TABLES
ZONE 11 & 111/E?P. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
LAIN
W'ND ZONE II
WAND ZONE III
M.N. l.O
momANGLE
Y.o
lm
FLOOR
WIDTH
A.
EA SEC OF
D
EA SECTION
ANGLE
YaE 0
EA END OR
A. E T)
EA. YCO3t1
ANGLE
9K
YPE B
v
12'-0'
2
'
2
55'
2
50'
50
2
68'
�t1 10
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
10N.
MAX.
WIND ZONE 0
WIND ZONE 10
SPACING
I
D• BEAD
LOAD I
ANCIpt ARGUE
SPACYG
I
DR. HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVERHA
OVERHANG
12'-0'
6'
4'-0'
37501
20'
4'-0'
3900g
22'
IS 4'
5'
54
Ml
25'
54
39601
30'
THIS
ALTERNATE
APPLICATION REQUIRES
4,000 POUND
ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
L�
MIN.
WIND ZONE II
WIND ZONE 01
FLOOR
MIL Ott.
EA EEC 6
ANGLE
ARGUE
MR. Ott.
EA DID OF
AN`
ANGLE
\
W1D)H
EA gcnox
1mE a
EA scmN
ODE e
O �V
12'-0'
2
'
3
12'-0'
3
31'
37
4
33'
33'
IS 4'
3
42'
3
1 55'
IS 4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
DIN.
MAX.
WIND ZONE 0
WIND ZONE 10
SPADDIC
M.
moo ANGLE
SPACING
D��AD moo ANGLE
LOOR
FIN
OVERHANG EAVE
12'-O'
6'
4'-0' 1
39501
25'
2'-8'
39301 20'
IS-4'
6'
4'-0' 1
39601
25'
2'-8'
40001 1 30'
THIS
ALTERNATE
APPLICATION REQUIRES,,,,4,000
POUND
ANCHORS
NOTES
ENOt1E�&� PR�}: O I/II
`��'•WS; OF•'�'
DAHA APPROVAL'
1. SEE AD-TD-0001 FOR ADDMONAL REQUIREMENTS
No.RF�.Z =;
APPROVED 13Y
2 SEE D-0076 FORYWDY NAPIER xEldfrs REOUNm FORTHE
-
': =
LOADS
iABUUIEMATED ABOI£
EN E.g703571
NO
YA1 X SAVE OVERH NG REFERS 10 OVERHANG AT 9DDIALL NOT FRONT OR REAR
-
•'•.
4. ABOVE TABLES AFRT TO 160' FLOOR OR 144' FLOOR WIDTHS WTH 95 1/2'
I -BEAM SPAONG. 96' YADYLOI 9MIGHT IT AND E' YA7D8A1 SIDE
%9p / b q •\:�'a
''��'CNX` •• N0� N••'(7\
maat+allowETt"�
49�av
OVERHANG (6' OVERHANG MAX EACH 9OE OF UNIT}
�:
''I. s5/ f • • •• E'`,.�````
JACOBSEN HOMES
N071CD •Eft
TmsKancA70NsamwuNKKSAE
aeONAL PROPKTARY. AND OIDDENTLAL
1NAM4
C.L.Y.
DATE
5-30-95
REV. LETTER:
A
DRAWING TIRE*
TABLES
pJap \I P.Q. BOX 368
SAFETY HARBOR. FLORIDA 34695
MA1QOAu GE 1AL'OBSDI MANJFACTIT6NG
AK PRO�= TO THE
MOgt AR VE�OY PjK0 ND 957 BE
ALT. SPACING
DRAWING NUMBER
AD-TO-0040
PHONE (813) 726-1138
Iapt COEDOIXA NCI Nov FROM Onus
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOVING TIE -DOWN SPACINGS
LONGITUDINAL
nE-Dams
h-UUM
N' TE-GLOW SPACING 7E-DPW SP11111G lE-0OW7 SPAOXG TE-WWI SPAmIG lE-OONI SPApIG 4'
YAX PER AD-LD-0012 TABLE RR AD-10-Oa12 TAHF PER Ao-TD-W12 TARE PER AD-M-0012 TARE PER AD-M-0012 TARE MAX
FIGURE 1.2
SU FIGURR FO FOR AL=TE TIErDOTR IMD
TYPICAL CROSS SECTION
SHOWING 1106MS TIP. FLOOR STsla
SEE NOTE 5 FOR
IIA701W FWR
II
�ANGLEAANDUE-1
FIGURE 1.3
SM MUM 7.0 NE AMATR TE-DOWN ID:IHOD
NOTES:
1. SEE AD-M-DOIZ FOR SPACING TABLES AND NOTES
2. SEE AD-TD-0012 FOR OIANIUO TY OF LONOTAL TIE-DMSTRAPS REQUIRED.`
3. SEE 010 DETAILS FOR BLOODING (PIER) OUNIRTY AND OTHER REOUNSIENTS
4. SEE AD-ID-0001 FOR ADDITIONAL REQUIFEYENTS. =
5. ZONE 2/FJPMRE'C: 30' MAXDNY HEIGHT _
za1E 2/Elo DSIRE 1)*- +e' MAXIMUM Fff1GH1
ZONE 3/F71P090tE 'O': 7B' YAXRAIY HEIGHT9p
ZONE 3/E7tPORIRE MAXIMUM MIGHT
EIMDIEm`(4NILOMAIIIIIIA
,.``�` •.`,"'DOFQ'I''4.
Q �,\STEg• cc �;
No. Fn'y
EN 870357 '•
A OF ;:� `
•' / d 1�.:
�'•.-lA�.•. \Cl
DAPIA APPROVAL:
APPROVED BY
�N t
7N AINC
Fll�� .... M
JACOBSEN HOMES
■
P.O. BOX MIS
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
N077CE /...
THESE sKacwsANDgNRmNEE„
aM7xA1. PROPRIETARY. AM EgDmENil11
MATERIALS OF JACOBSEN AlM'vA►nfaw
W. SUCH MATERIALS ARE PRO�oFD TO TI[
RECFEENT fat SIM FT�S AID MI6T SE
IKEPT 0061DENTIAL AID SEPTET raw DRIERS
ATT�C.L.Y.
DAZE:
5-19-95
REv. LETTER:
DRAWING FILL.'
FIGURES 1.2 AND 1.3
DRAWING NUMBER:
AD-TD-0013
OA
46
35
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVANON
SHOWING TIE -DOWN SPACINGS
=
-
MEN
������i
m
MESON 0
min
A
0000
wom a
YA, IlR W1114VIV IKIL RA
SEE FIGURES 1.1
FIGURE 2.0
AND 1.3 FOR TYP. CROSS -SECTIONS)
NOTES,
ERdy�It.PPAOVAL•.;.A:Q -'/��
DADA APPROVAL
F�'G` No.RFa��
APPROVED BY�
Imo. SEE FOR SPACING TABLES.`
2. SEE AD-TD-0010 FOR CUANTY OF LONGTUDIAL TIE-DDM STRAPS REQUIRED. _
ENC-8703571 _
5
3. SEE OTHER G:TAAS FOR BLOOONO (HER) QUANTITY AND OTHER REQUIREMENTS _
�• -
N A
4. SEE AD-TD-0001 FOR ADDITIONAL REWORELENTS
'•
INC
YGA ,_E�V`
wmua Yrmswoes
e,
```�.r
O
"inn I uT„"
JACOBSEN HOMEIII
S
ND,EE
TRESSLPRO
DRAM BY:
C.L.Y.
DATE:
5-19-95
REV. LETTER:
DRAINING TITLE.
FIGURE 2.0
P.O.
IMARIDRA DARE
aATER0. PRF Jm ODSE ARo WNROITYL
MATERIALS OF J MAWFACTALNG
„
R. FLORIDA 34695
SAFETY HARBOR, F
S AK
YIC T YAR OM IFS iRJNDFD To TILL
FOR Ya f[
DRAINING NUMBER:
26-11
PHONE (813) 726-IIJB
IvT oT
lk ) rav OTH
ISPI CCrEI]EE111T,1 k0 SEL@T TROY DiNOS
AD-TD-0014
, IL ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE ROLE 5 FOR I
MUF1W IiD01T
FIGURE 6.0 FIGURE 6.1
SEE 1EURE 11 FOR RECD MMED 7¢-DOIIN VMD SO MURK 12 MR AIx0MMED TM -DOWN WMIDII
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
TW MG 7TB5 71D-DOWN COh77GUMON A STU CIM MDUCTS MOD12. 57SH (TYPE 2 AUGTA ANCHOR WITH A DOG' 10AD (TORiDNG WOAD) 1UM OF
4.000 1CUM AHD AN MUTE WE RATOHG Of 6.000 POUN03 MUST BE USM AN E41 ANCHOR 103.T0IG THE AHOVC SP6CffICA1Wl6 NUDE BY
MOM YANUFmwa MAY BE um 01 La Of DE STYIE CREST PRODUCTS ANCHOR.
NOTES:
I. SEE AO-M-D001 FOR AMONAL REQUIREMENTS
2. SEE OTHER DEIAES FOR BLOCIaNG (TIER) QUANTITY AND OTHER REOUI2EMENIS
3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE-DONR SPACING TABLES (AD-TD-00101
4. FOR FIGURE 6.1 SEE NORMAL TIE-DOVN SPACING TABLES (AD-M-0010).
(ALSO SEE AD-M-0020 AND AD-ID-0021)
5. ZONE 2/DFOSURE V. 3Y MAIOWM HEIGHT
ZONE 2/EXPOSVRE V. N' MAIt➢NM IflGiT
ZONE 31EVOSVRE 'C': 24- MAXIMUM HEIGHT
201E 3/EVOSURE V. 2r MAXMIM HEIGHT
THE ALTERNATE TIE-DOM OEIHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
ALL W40 ZONES AND N BOTH EAPOSURE 'C' AND EVOSURE V. NOMiVEA• BY
I STAIING THE FRA11E TIE-DORI STRAPS AT INE 'OUTBOARD` I -BEAM THE YAWL
HBORT OFF THE GROUND S GREATLY REDINED. SEE OTHER DETAILS FOR DE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE-DOINNS
No.
ST �lr. Q�OIA
Im
" 15
INC
N0710E ''I�I-'avaN11RT�,••-
JACOBSEN HOMES i1ZSE S WICATOa AND DRAMM;S C.L.Y. 5-30-95
Geaxn_ PRroRETw AYD CDOLO AL GRAM RTIE:.
„ MATGDAIS OF JACOBSEN MAVAACIUB,O
P.O. BOX 368 NC SM MATDTYLS ARE FUIONm TD THE FlG. 6.0
SAFETY HARBOR FLORIDA 34695 HCPINT I m SHOO RFa'aa YO Km H DRAWING NUMBER
PHONE (013) 726-1138 CaIPL01TW xO 4ata Tmx DTIEAS AD-TD-0033
M,
4
WQA IUD ML
ADDENDUM �g�s
FIG
voALT.
OFFSET UNIT TIE -DOWN SPACING TABLES S�'�' 61
6'
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
L
MIN
WIND ZONE 11
W9ND ZONE III
FLOOR
YPL Ott.
ANCHOR
wL Ott.
MOOR
S�C
'MDTH
CA END OF
ARGUE
EA END OF
ARGUE
EA SECTION
MN. 0
U SECIMM
UK 9
V
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
�O
25'-4•
2
45'
2
58'
26'-8"
2
48'
3
1 37°
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MAN.
MAX.
WIND ZONE 0
WIND ZONE III
SIAM
ML HEAD
LOAD
ANC OR ANOE
SPACING
DBL READ
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
SAVE
OVERHANG
26-0•
12'
N/A
N/A
N/A
N/A
N/A
N/A
24•-O'
12'
4'-O'
4DOOj
20'-30'
4'-0'
4DOOj
20'-30'
254
12•
4'-0'
4DOOj
20'-30'
4'-0•
4DDOI
20'-30'
26'-8•
IV
4•-0•
400131
20'-3T
.4'-0•
40DOI
25'-30'
LONGITUDINAL TIE -DOWN SPACING TABLE
t�
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
901 Ott.
ANCHOR
Ott.
ANCHOR
`
WIDTH
EA EMI OrAARGUEEA
A. END OE
AN.
\
EA scn9N.
SCION
IT a
EA SECTION
ION. e
�
207-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
�O
1�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 DI
9 ACING
0%"
LOAD
ANCHOR MILE
SPACING
HILAD
LOAD
LOAD
ANCHOR ANGLE
FLOOR
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'
40001
20'-30'
254
12•
4'-0"
4DDOj
2S'-30'
S-2•
40001
15t-30'
26'-8•
12'
4'-0•
40DOj
15'-30'
S-2•
40001
25-30'
NOTES,
ENGINEER I(Y(91MA1111111111
DAPIA APPROVAL
C. DO ,,.
co,'�,
PPROVED BY
1. OFFSET SECTION MEN nS MANAGE LIKE MALL DIMING BEYOND THE ENENALL OF
,�` Nc\. .•••••• •
EA2Ac'' ��i
THE ADJACENT SECDON MUST BE TIED DOIN AT THE MARRIAGE UNE N ACCORDANCE
WIM THE TABLES ABOVE THE SDEWALL SIDE AND TOE ADACENT SECTION(S) ARE TO
`GISi
R' No. 0 �_
.TUN T
BE TIED DOWN N ACCORDANCE MIR 1W ALT. SPACING TABLES (AD-TD-0030).
_�
E r✓'/ -�
IN
�I V2
SEE AD-TD-OD01 FOR ADDInMAL RE=UEMS
- —
�JTA"r. .
'[u+.. v.. •�X(ltp +1Y10
1 SEE AD-TD-0033 FCR uAYIYUM PIER HDCHT RECOREO FOR THE LOADS TABIRATm
t(y
�O '•. / /W/ qq{ �I
ABOVE.
!.,,^�`'•?Y' :Ft�\�
JACOBSEN HOMES
NOTICE ''�lll U
THESE SPEOIH:ATYMAImNAYSTOE:•
ARC' 1,LA``
,,,�' C.L.Y.
DATE
5-30-95
REV. LETTER:
DRAWING TITLE'
ALT. SPACING TABLES
P.O. BOX 368
MORAL INI�IECTAi1T. Alm m91Da1W
WTTIBAL9 a<IAtDeml Y3ACTLFm10
SAFETY NE(81HARBOR. FLORIDA726-11 34695
PHONE IBIS) 726-I13B
ITC INT YATDMAS ME OSES w ICI M
M
KEPT AD,FDO,TW AIC SECRET rAn aromas
KEPT C FOR TK N RI00$ YD OMSTTHERS
DRAWING NUMBCR:
AD-TD-0032
ADDENDUM
ALTERNATE TIE —DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE—DONN INSTALLATION METHODS
TE-DOW STRAP
SEE OTHER DETAILS
FOR DIE -cam STRAP
SPECIFICATIONS,
SEE 0-TD-0200 FOR
RADUS CLIP DCTAIS
(REOLAED MS LOCAPCNT
GROUND ANCHOR
SEE OMER DECALS fOR 9FE
ANGLE AND OTHER INSTALLATION NOTES
SON HER or YAII FRAY=
APPROVED ANCHOR WELL TO
MAW I -BEAM (SCE DINER DECALS
FOR M NMI CO BE NSTALLEM
AT W, FACTORY.
(MN. 31501 INCRANO [DS:N] LOAD
X43 47251 ULTIMATE LOAD.)
FIG URE 2.1
SOLID HEADER (CSOSSOEIIBEA)
3• X 3/4' 1= 1/2•)
FRONT VIEW
INTO FffADEA . UM BE LOCATED
FOR STRAP ATTACHMENT. WITHIN S' OF MAN
(FACTORY OUT) CHASSIS 1-11EAM.
P'n01 /
/
SEE AD-10-02DO FOR
BADIUS CL' DETAILS
j
I
SCE AD-TD-C200 FOR
RADIUS CUP DETAILS
//
(REWIRED Day LOCATION}
i
(AEOLI C INS LMADCN}
S' MAX .
TX-DONI STRAP
SEE OTHER GETARS
SIC Yip
FOR DE-OD6N STRAP
SPECIFICATIONS
o
/SEE
GROUND ANCHOR'
OTHER DETAILS FOR SZE.
ANGE AND OTHER INSTALLATION
FIGURE 2.2
NOTES
CNANEER LPPROVAL 11•.. +
urrA A.-PNYYAI:
1. SEE AD-TD-OCID FOR SPACING TABLET
•k C .r. tie j
- - -- -
-
2 SEE AD-TD-0010 FOR OUAHITY DF LOHCITUDIAL DE-DOHDI STRAFS RCOUAZD.
A T �c.Tn-E L: C.., ;'
'
3 SEE OTHER DETAILS FOR BLOCOG (PEA) OUANDTY AM OTHER REWJLEYENTS
' ' +-A
4. SEE AD-TD-OD01 FOR ADDRANAL REOUREYFRTS
ANCHOR BRACKET AND 1l-Domm
DDXES ARE CLAIM BY OTHERS
NOTICP. CRAYN BT. OAi�. PEI
n . C.L.Y. 6713-95
JACOBS�N HOibIES ORKmAL CL-MASA03CWOC
ODGMAL FOr ACCET. AN7 ?AFCUR DRANtIG nnr:
P.o. aax 36e NATauso AAc9esC YAMrAeTATue FlCURES 2.1 & 2.2
SAFETY HARBOR. FLORIDA 34695 W _ SILO, YArO WS AM MOVOW TO M
PHONE (813) 726-113B ff"T 11 oY„¢ OPA9NO INJURER AD-TD-0015
44
37
LONGITUDINAL STRAP ATTACHMENT
TYPICI
TYPICAL LONGITUDINAL ANCHOR STRAP
(FIELD INSTALLED)
(J
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2, ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4- IWDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTN STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
GATOR BEAM CLAMP, MANUFACIRED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCIIONS FOR
COMPLETE INSTALLATION DETAILS)
ROVED BY
,9ljm t 5 M
INC.
NOTIC@ DRAWN BY: DATE: REV. LETTER;
JACOBSEN HOMES THESE SPEGBaTIONS AND DRAWINGS ARE M.T. 6-12-01
ORIGINAL PROPRIETART, ANU fA%%D A. DRAWING TITLE:
1 „ MATERIALS O• ARCOBSEM YANDFACIMIIWO
P.O. BOX 36B' U wal YATES ARE PRow"D 10 THE LONGITUDINAL STRAP ATTACHMENT
YA
_ SAFETY HARBOR. FLORIDA 34695 REaRENT Tm S K PURPOSE' w WST BE I DRAWING NUMBER: . AD—TD—UO16
' PHONE (727) 726-1136 NEP1 CmRDDMAL AND SXGW RRRS OI OO
oRS lap ADDENDUM
4o j omC�ALTERNATE TIE DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
I SEE TIM 1 FOR
JIf. YAriRW xDOtt
4' MAIL NgT FIGURE 5.0
L SEE FIGURE Ll FOR RFIOMMI LED 711-DOtR METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
RF@I USING THIS TIE-DORN CONFIGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUGER ANCHOR 71TH A DESIGN LOAD (TORKNG LOAD) RATING OF
4,000 POUNDS RID AN U13TMATE LOAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQOH'DJINT ANCHOR MEELDNG THE ABOVE SPECIFICATIONS WE BY
ANOTHER MANUFACTURER MAY RE USED IN DEU OF THE STYLE CREST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-COOL FOR ADDIROVAL REOUNEYENTS
2. SEE OTHER DETAILS FOR BLODONG (PIER) GUAMTITY AND OTHER REOLAREMENIi
3. FOR FIGURE 5.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-7D-0030).
4. ZONE 2/EXPOSURE 'C': 3L MAICLPJM HEIGHT
ZONE 2/EXPOSURE TT': 27' MAARPJM HEIGHT
ZONE 3/DFOSURE'C': 30' MA%.2NM HEIGHT
ZONE 3/EJPOSURE 'D': THIS APPLICATION S NOT APPLICABLE.
THE ALTERNATE TIE -DOWN METHODS SHOWN AB04E ARE ACCEPTABLE FOR 115E N
ALL WIND ZONES AND N BOTH WO'SIRE'C AND DPOSIIRE V. HOWEVER BY
INSTATING THE FRAME TIE -WIN STRAPS AT THE 'OUTBOARD' I -BEAM THE NAIL
HEIGHT OFF THE ONWND S GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS
Y�G AF
� No, o '•.
i 44
nk� �.i~ '4`;
NOTICE.` ...,,,, ���,.,,�, o.: ...... ..... .-..,,_
JACOBSEN HOMES T4SES..1,;0112, RA.Am'. C.LY. 6-13-95
WON&. PROPRIETARY, A" RSMID011MG DRAYANG TITLE-
P.O. OF J4CWZM MAYRACTId6 FIG. 5.0
T" P.O. BOX J68 PY- SJOI YARRIAS AAE PROM40 To THE
SAFETY HARBOR. FLORIDA 34695 KaR FOR S[OK Nxvaa A'O LAST O DRAWING NUMBER
PHONE (813) 726-1138 I T �ML W SEOV M DD AD-TD-0031
qO
43
ADDENDUM
ogs
AmA 06 ALTERNATE
UNIT TIE -DOWN SPACING TABLES
MIN.
MAX.
WIND ZONE B
WINO LONL IN
SPACING
ANCHOR ANGLE
SPACING
D��
ANDEAt ANGLE
W OTHH
OVERHANG
LOAD
10'-O'
12'
4'-0'
31501
40'-50'
2'-8'
31501
40'-50'
12'-0"
12'
4'-0'
31DOI
40'-50'
V-8'
31501
40'-50'
13'-4"
12"
4'-0'
3065;
40'-50'
2'-8'
=I
49-50'
NOTES: ENat`�({1 AVALDO / A
M( L'D BY
I. OFFSET SECTION N1H THE MARRIAGE LINE WALL E%IENDITG BEYOND THE Cen)WALL OF
'•,
REVISED
THE ADJACENT SECTION MUST BE TIED DOWN AT THE MARRIAGE LINE IN ACCORDANCE N 7 S
••:
MATH THE TABLES ABOVE. THE SIDEWAIL SIDE AND ME ADJACENT SECTION(S) ARE T ,' (.•... -
SEP 0 9 1
BE TIED DDNI INACCORDANCE NTH THE NORMAL SPACING TABLES (AD-M-0010). �,
A6111DVAL
INC.
7. SEE AD-M-0001 FOR REPNREMENTS. 'O'. �.9
3. SEE AO-ID-0021 FOR MALYUY PIER HEIGHT REMITTED FOR THE LOADS TABULATED FED FED
��R•
i�itt`stS
ZAL MANUFACT URED HOME
SAFETY STAND
ABOVE. •
```�A. CO
STRUCTION AND
JACOBSEN HOMES
NOTICE aAnuT I
KsE seEODUTIONS Axo On,wNas ARE
4tn R.R.
DATE. 8_27-96
pEv. TLTT[R
LJUELX
P.O. BO% J68
MMAL PROMT/AT. ANI Cnv1AlENTYL
MAIDLALS OF JACOB4N YAMI(ACTIAWNC
D
L,
DRAMWC nnD:
OFFSET SPACING TABLES
mr
SAl'ETY PHONEHARBOR,
(BIJ)F70R10'�695
PC, UH YATERKS AK MINT= TO TN(
PVT CCWWTA NO SEAR o�ItRi
00.AMWG NUYOER: AD-TD-0020
39
16
Ms.
42
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
lil GI
III III
sun,
mFEW
anw%Innow
s=
=
r
� C
MIN
:..�,
0
,
FIGURE 3.0
SEE FTGDRE 4.0 FOR ALTERNATE TIE-DDRN METHOD
TYP. CROSS SECTIC
SHOWING TIEDOWI
SEE NOTE 5 FOR
FOR HEIGHT
FIGURE 3.1
SEE }T M 6.0 FOR ALTERNATE TIE-DORR MLTRDD
W
lawl
Y�_AHww ANSI mw ANGEjv
NOTES:
1. SEE AD-TD-OD20 FOR SPACING TABLES (OFFSET SECTION ONL)j.
2. SEE AD-TD-OD20 ORQUANITY OF LONGTUDIAL TIE -DOWN STRAPS REWIRED.
(OFFSET SECTION ONLY)
EN
3. SEE OTHER DETAILS FOR BLOOONG (FIER) QUANTITY AND OTHER REQUIREMENTS. _
4. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS '
5. ZONE 2/EXPOSURE •C': 44' MAXM 9 HEIGHT �9X7,�•.,4
ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32. 0 24' VADE MIN.)ZONE
ZONE 3/ OG1RE '0'. 32' MAXIMUM HEIGHT (44' 0 24' WIDE MIN.)
JACOBSEN HOMES NOTICE
TNESE L PROPRIETARY.
AND DRAWINGS FIDE ARE
mopMAaIaNAL PROPPoETARY, AND CDIEDw1W.
P.O. BOX 368
TERIALS OF JACOBSEN MANJFACIURNG
INC. SUCH MAIEM&S NE PROKED TO THE
SAFETY HARBOR. FLORIDA 34695 AECPON Pat 91M RPsa3S AND MUSE BE
PHONE (813) 726-1138 IVT Cw wm AM SEOET IRa1 OKM
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FIGURE 3.2
D IIIIDB ALTERNATE TIE-DDAN METHOD
STEq`�c�,y-•,; APPROVED BY I No.
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ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOVANG TIE -DOWN SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,,1„11IIIIIIIA/I
Air, DAPIA APPROVAL'
.N DY �.........
I. ME AD-ID-0020 FOR 9AC-Vi TAMES (OFFSET SECTION ONLY).)O: •��\STER'' :F --,, APPROVED BY
Q M10. Fo ?'
2 SEE /o-TD-aDIO FOR auAR1TY OF LamuDIAL TIE-OONx STRAPS REauRm. S' NEE703571 T 1 5 (OFFSET SECTION ONLY)
3. sm OTHER DETASs FOR m000r (PIER) GIANDTY AND OTHER REDOPiU@7TS • - 14 INC
4. SEE AD-TD-D001 FOR ADDITIONAL REGNEMENIS TAT QF : _T _ I v
" .. MI.
�
AL %
JACOBSEN HOMES
Nonce
THESE DCATDNSAND DRAMNCSAM
BY..
C.L.Y.
DATE:
5-11-95
REV -LETTER
IRAWN BY:
DATE REV. LETTER:
OWNAL PROPREWa. AND CWIDDIEIE
YARRIMS Oi JACOBSEN MANXACTMND
rDRAWNC11TE.
4.O
A
C.L.Y.
5-11-95
�� P.O. 90X 368
DIL s» YAMMS AK I'm m 10 THE
FIG.
IRAMNG TITHE
FIG. FIG.
/A\
3.0, 3.1 & 3.2 H
SAFETY HARM . FLORIDA 34695
PHONE (E13) 726-1138
KcpC4 TDR SP[=RA6N� w MRi r
181 CWMa Oi1 AND Y1RY 0006
DRAMNG NUMBER
RAVING NUMBER:
/
AD-TD-0021
411