HomeMy WebLinkAboutmobile home adendum manual,JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1138
SET-UP MANUAL ADDENDUM
0
V4 PF
JA;OBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and co pf ential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the- � piPb?byspecific
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
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=B.O, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT N1TH 7HE GROUND
/DUCT SUPPLY OR RETURN
O(HING
SSOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS VALL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
riLw*
BY
E JUN 1 5 IM
INC
NOTICE
JACOBSEN HOMES 1NESE S =E TKNS AND DRAMM ARE C.L.Y. 5-30-95
DMONAL. PROPRIETARY. AND )AMIDE DRAWING TITLE'
MATFWAS OF JACOBSEN YAAXACA"G EXTERIOR A/C DUCT
P.O. BOX 368 P 9 VATMDAI.S ARE PROHDED 70 THE
SAFETY HARBOR. FLORIDA 34695 ff of POI SPECFIC PAWS AD MIST BE DRAWING NUMBER:
I m PHONE (813) 726-1138 ITT ELfFDDINE ANa IMET E 011 T AD-AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
MAN UNIT
DORMER
OPTIMAL TRIPLE WIDE SECTION
OR OUAD WIDE SECTIONS
CEN7ERENE CONNECTION FOR WAD UNTS IS THE
SAME AS FOR THE MAN UNIT (REFER TO SET-UP
DETAILS).
30 GA GALV. STEEL STRIP
NSTAULM 00 MATING LINE
JOINT (SEE PLAN NEW BELOW)
ROOF
30 GA GALV. STEEL STRIP
8' X LENGTH OF ROOF SEECTIONS
MAY BE OVERLAPPED 2 MN.)
W/STANES AS SHORN.
INSTALLROOF CAP PER SET-
UP MAN. OVER GALV. STRIP.
(SEE NOTE 1)
30 GA CALV. STEEL STRP
SECURED WITH 7/16• X 16 GA STAPLES
FULL PENETRATION MO DECKING
2 A O.C. MAX SPACING (TYP.)
3/8' X 5• LAC SCREWS
IB' O.C. (ZONES 2 i 3)
STAGGERED
NOTES
v. r.�� o yv^ •III
1. JO CA CALV. SifdPs USED NAY BE M1N0 DEFLECTORS
i
No 9Fo �`•
r''.'_. '.' c D BY
REMOVED FROM ROOF IN ORIGINAL C@mITON
.�'
L
(EXCEPT FOR STAPLE HOLES).
_ ENE870357I
JUN ) 5
57EEL STRIP MAY BE CONTINUOUS OR PIECED.
P. "GIES THE DOWER AREA OF THE MAIN UNIT MAY
E SHIPPED LOOSE AND INSTALLED ON STE AFTERi
I v
INC
• C =
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY
O•,•. R���
;(A . //�' 4 GAA�.`
nunaxovmrPwam
TRANSIT DAMAGE AND TO ENSURE THE SINGLES UNE-UP
9� �' . 4I OV •' \� ��
FROM ONE SECTION TO THE NE17L
JACOBSEN HOMES NOT]CND " ' C.L.Y. - 5-16-95 -
1145E SF[ ROfA IM AND DNAWll6 MIS
OTaNN. POFjA OB$ AND MANUFACTUTMLRING
DRAWING TIILG
P.O. BOX J68 W. %RSA MS ARE YANJFACPROVW TO THE
ALT, ROOF ASSEMBLY
SAFETY HARBOR, FLORIDA 34695 KWW FNA V= Pin= AO M0 bL
PHONE (813) 726-I1J8 MPT Ca coo AND Nov IKa atIm gLAXWG NUMBER OUADADD2
79
ADDENDUM
FOR INTERSECTING UNITS
MAIN UNIT
LONOTUDINAL TIES ONLY REWIRED 0 EA HALF
WTSDE BEAM THUS END, EXCEPT FOR ZONE 3
EXP. '0' THEN 2 REQUIRED FA HALF
(IE ONE EA BEAM, ETC..)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SUEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REQUIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
COTNEC11ON REORREMENTS.
24' MAXIMUM SPACING 10 FIRST SDWAEL TIE
FROM EACH END OF THE UNIT (SAME AS TIP.
DOUBLE MDE TIE-DOYM REOUREMENTS).
2 LONOTUDNAL TIES REWIRED AT EACH HALF
INS END ONLY.
MAXMUM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SDEWAEL IIE-DOANS MAXIMUM HEIGT).
70NE 7 ZONE 3
EXPOSURE 'C' 9T 56'
EXPOSURE V 39, E6'
CONNECT THE TRIPLE HIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAUJNG ONLY IS REQUIRED AT FEDOR CONNECTION, NO STRAPS ARE
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
++V++Vp W 1111Iun,gA''
NOTES, ROV DAPIA APPROVAL' .•.,
Q •'G\Suf ER •• F ''
1. FOR WAD SECTIONS. EACH TJWBLE SECTION' OF THE UNIT SHALL BE DESGNED APPROVED BYE.
• Q• N0. O
INDEPENDENT OF THE OTHER STRUCTURE. (IL SHEARWALS, TIE -DOHS, RIDGE- EN O3S7 -
BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULR-SECTION.)
TI F2 JUN 1 5 IM
51R yr I l MI N INC
Fss•r •'•. 1 l`A,. N'11,CH; ,1_ew wMur,nwmro[
......... EN6 ``�. camu�a.rowmsivOvaU
MNAL
JACOBSEN HOMES IHESE SPEOnCATIONSICE I AM DRAMN.S ARE DRAM BY: ' C.L.Y. DATE: 5-16-95 MY uI An.
OaONAL PRONSETNR, AND DRAMNG RTIE; ownpoIRN.
368 MATERIALS OF JACOBSEN MMUFACTUIZ
SAFETY
RFLORIDA
P.O. R. NL SUCHMATERlNS ARE PROMND to nIE ADDENDUM -INT. UNITS
PHONE(813) 726-B 695 01 COYDFNMnq AND 7m FROM OnERi DRANING NUMBER
QUADADD1
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 DISCCNTIwE
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
SRC L
N A INC.
olo�ia�rowmUwow
JACOBSEN HOMES
NDTIi E.
THESE SPECYlU110M5
DRAWN 5T:
C.L.Y.
OA E:
9-28-95
REM. LET R:
■
„
P.O. BO% 368
AND PRAWIM3 AAE
YATVuSPDf KJACN YNAJf
�ANWG TIRE:
W.H. VENT. SYS.
Q
IV\
SAFETY HARBOR, FLORIDA 34695
NE, yq NATERIµs ARE PRovnm to THE
REOPON M IEFODC ARE FR AND TO LC
ORANWG NUMBER:
PHONE (813). 726-1138
RPI F&fmIm AND SEOST Op11 ODFJIS
AD-AC-0100
78 L
we ar.
CONNECTION
(ALLLLEXP06URE5) LAG LENGTH 1 1/29. TIGHT.
ZONE 1 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.
EY a c✓.
FEB 0 1 2000
INC.
___.. �-- M.T. 2-1-OD
JACOBSEN HOMES iNCX NKMd110M1 /W Ox,tMNR FMC n
Dav,M, Axoaa[turr..w tvsncxtA< aUrwO nnE: t1 m
P.O. eoz JSS x�101x1f K ACWiM ZONE 1 INST.
MC 9lCt Y,tRWM1 MD 1POMDED ro tx[
6Ac-PHONE (OR.1 ;ORID 171A695 ,¢r�l °Rtwr�mra�itttv e��t, w a aQ DRAWING Ruueen:AD-Z1-01U0
4
77
ZONE I TIE —DOWN PLACEMENT
TTPICALI-BEAM
TIE -DOWN
`MAIN FRAME [-SEAM
SEE NOTE /1�
\\
MAIN FRAME I -BEAM
ENDAGING(—'
CENTER
SPACING I
SPACING
SPAa�c I
S NNG
I I
DOUBLE WIDE TIE -DOWN PT ACEMrNT
END CENTER CENTER CENTER CENTER CENTER END
r]7"
.r non
TYPICAL I -BEAM
RE -DOWN
YPUIY4
�puNGG
,SPAtlNC,
MAIN FRAME i-BEAM
SEE NOTE T1� NOTE /I�
MAIN FRAME I -BEAM
MAIN FRAME ]-SEAM
END
SPA ONG
CENTER
SPACING
I CENTER
SPACING
END
SPACING
TRIPLE WIDE TIE -DOWN PAC M NT
NOTES: ENGINEER
T. •• �0:: �TIFIC'••..� SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
„ •, STATE OF
'e
c
AN
PROVED I33Y
1141115
�
RO[W YMYY�'1M{p MyE
(OutNKlp NOYI RI BW 0Y[�j
NOTICE '! nYWW��•" DATE REV. LETTER
JACOBSEN HOMES wSESPEOnCAMSAN,
ORAw AUK RR 10-31-95
S ONONN. PROP"EMRY, MO CON1OF111 IL DRAWING TITIE•
P.O. BOX 368 MATETOAIS OF JACOBSEN MMUFACIMNc TIE -DOWN PLACEMENT
YIG 611W YAiENN.$ IRE PRONRFD 70 ra
SAFETY HARBOR, FLORIDA 34695 M8^ 9 Ya SIM
MMS RAPO95 N0 WSI RE DRAWNG NUMBER PHONE (8I3)726-1138 "PT CWwnAL W MMT n= DOERS AD—ZI-0020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
NOTER-
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131" X 3 1/f MIN. NAILS
80 O.C, MAX. SPACING, STAGGERED
FROM SIDE TO SIDE (TOE -NAILED).
MARRIAGE LINE
s zj 06
John C. Doeden, P.l.
K2 Engineering, Ina.
APPROVED BY
INRevised
MIay 26NC. ,2006
PRURRIA IYMNpCM1Rv NOYE
rnvssvuavMno som sTreum
JACOBSEN HOMES
umm"ur
°A7e
ISA
TIU sum wins
M.T.
05-22-06LrmEll
P.O. BOX m
Omm "I'RTm% " mwaww
wmws a "am UNWIZrillxo
M6 3= WMM'K ^"tea to IK
parrs JUL. M/W WALL FASTENING
SAFETY FuaedT, FLORIDA 3I695
ym sm
Tm IN
NUIB]!
PHONE (60) 726-FTJB
_
Im m p y a m
'
AD-FA-0010
76
5
ADDENDUM
MULTI —WIDE ROOF FASTENING
30 GA. GALV. STEEL STRIP
SECURED WITH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO OECIONG
(SEE CHART ON AD4A-0001 MAX SPACING).
"LAG SCREW CPT RACKS
FOR TRIPLE WIDES
FOR DOUBLE IDES � \
TRIPLE WIDE ROOF
INSTALL LAG SCREWS
AT A 45' ANGLE
STAGGERED
ROOF PERIMETER RAIL'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE /4)
CENTER LINE OR MATING
LINE OF TRIPLE WIDE UNITS
PLAN VIE
3/8- X 5- LAG SCREWS
2 1/4' SMOOTH SHANK)
E CHART ON AD-FA-0001
FOR MAXIMUM SPACING
— 30 GA. GALV. STEEL STRIP
'8- X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED 2' WIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET-
UP MAN. OVER GAL STRIP.
(30 GA. GALV. STRIPS USED MAY BE
WAND DEFLECTORS REMOVED FROM
ROOF IN ORIGINAL CONDITION,
EXCEPT FOR STAPLE HOIESJ
a -LAG SCREW SET BACKS
FOR DOUBLE WIDES
FOR TRIPLE )TOES
CROSS—SECTION J `- INSTALL WOOD SHIM AT ALL LAG
FOR GAPS IN ROOF SYSTEMS LOCATIONS FOR LAG SCREW TO GO
TO 1/2% INCREASE LAG LENGTH 1' THROUGH AND TO KEEP CONNECTION
AND FOR GAPS TO 3/4', INCREASE TIGHT. (SEE NOTE 2)
NOS01 LAG LENGTH 1 1/2. REF CALC. PG.
( (ALL ZONES))
CROSS—SECTION (W/GAP) C WA- 91.01- 91.07
ALL
vOTES: EKOW APPROVAL DAPIA APPROVAL:
L 11/C AIEL PEEIERARON N10 RECDHNG UDINA 6 REQIRD FOR LAG SHIMS
2 NOW SHINS 10.6E RFPFO FROM SPF 13 TIN. OR BETTOL APPROVED BY
i3' X C X WP Win[ NFL Sm) Revised
02 OR FLYROOD WAY BE USED F THOOIESS EQUALS C P Y D14 X 6' MK ST7Z) - r
S SEE OMDETALS FOR COUPUM IO ROOF NIFAECTIOIL May 26 , 2006
4. *IDI NSTAL NG A LAG 00 N10 A WDE BEAM, FW-I U. A 3/6' aEARA KE .aahn C. n. P.L. N A ur � N C .
HOLE MUM TIE FIRST PDCE BEAK SECMD-M A 1/4' HOLE MUCH RE 1l'1 F.nginwrh iq, Inc FEDEM NSNDF°CTUNEO WWt
1SCETN110 ROE FAA1 FOR DDN E EADED POR110N OF LAG MCK OFS DNI ARE CWSTRU01M ANO 12tx STMDARDS
FOR 3/6' 1/U0 30tM OTT.
I
JACOBSEN HOMES
ISE4 9COFM'JEna6 AM uuOts N+E
I Nos Am
' PRff1ETART no ommmttnR
W or 9H NwrAettnEe
M.T.
05-22-06
^
ORAYRk ° M/W ROOF FASTENING
" P.G. Box 3s6
Sn AT NS 99
J
I MAC
SAFETY HARBOR. RORIDA 34603
ow rm gum RE!®®W EiE�K
PH04E (613) .726-113E
WT Co mlut Am sm n oymm
AD-FA-0020
75
ZONE I TIE —DOWNS
MARRIAGE WALL
OPENING TIE -DOWN
(REQUIRED AT OPENINGS
ONLY. OPTONAL AT
SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN!
SEE DETAIL - 'B'
SINGLE WIDE TIE -DOWN
DOUBLE WIDE TIE —DOWN
NOTE:
MARRIAGE WALL
NOTE:
I OPENING TIE -DOWN
IA B B SECTIONS
SIMILAR TO DOUBLE
(REQUIRED AT OPENINGS
WADE TIE -DOWN
WN ONLY. OPTIONAL AT
I SEE DETAIL - 'A'
OTHER LOCATIONS.)
-
SEE DETAIL - 'B'
TRIPLE WIDE TIE -DOWN
DE -DOWN STRAP
SNCLE HEADED GROUND ANCHOR (XHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND
STRAP BUCKLE WTH 2O251 ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY MINIMUMAll GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3Aso LBS MAIOMUM
Ir FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL '8'
- 60'
TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM
21NK COATED STEEL STRAP, OR EQUAL NTH 31so+
\ CAPACITY MINIMUM) A< I.S= 477s • uLTIMM,
L.p AO WrACGTj
PULL DOWN TIGHT TO —/
GROUND ANCHOR DETAIL 'A'
NOTES: ENQ; N'
% xj..........
1. SEE DETAIL TT' PACE 4 ROR MARRIAGE WALL ;tom �O.44RAYLIq?
OPENINGS GREATER THAN 49 INCHES. NA VP To 1"7 -6" Tz18VTgqpp..//
2. SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR s PAeY. ` NQ. COiS�S4
ANCHOR AND TIE-DOPM PLACEMENT.
3. SEE DETAIL 'K PAGE RX1 TYPICAL I -BEAN
PIER CONSTRUCTION. STATE OF
a
APPROVED BY
.eE i .t�.- DEC 2
Ooauu�o�NaNtnsswas
JACOBSEN HOMES
.
P.O. Box 368
SAFETY HARBOR, FLORIDA 26-11 34695
PHONE (81}) 726-1138-10TcmmTKNosEav
NOTICE
xsEsPECUTCATRRISANODRAY/NOSNS
CRIPNN, PROPPoETNAY, ANO C511DOENTVL
MATETOAAS OF JACOM MWXACTLPoNC
M %N MAT S ARE PROWD) TO THE
REOMT Ta g Fags Nm M5T N
Ou01NERi
-DNAYM or.
RR
DATE:
10-31-95
ftEV. LETiTR:
ORAYOEIG MTIE:
ZONE I TIE -DOWNS
DRAIIWG NUMBER:
AD-Z1-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA MIN, GALV. SIM RIDGE CAP COVERING
LENGTH OF ROOF (MIN. 2' OVERLAP AT SEAM)
SECURED WITH #8 X 7/16' HEAD X Y FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
SEALER STRIP BETWEEN RIBS
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL EXPOSURES)
CENTER OR MATING LINE
X 7 16' HEAD X 2'
LY THREADED SCREW
MORE THAN 12' O.C.)
`30 GA GALV. STEEL STRIP
S' X LENGTH OF ROOF (SEE AD-FA-0020)
SECURED NTH 7/16' X 16 GA. STAPLES
RILL PENETRATION INTO DEO(ING
(SEE CHART ON AD-FA-0001 MAX. SPACING)
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SEC -BONS G
STANDARD 7/16' O.S.B. (24/16 INDEX) ROOF SHEATHING,
METAL PANELS ARE 20 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 INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
19 JACOBSEN HOMES
PA BON 368
� ANIEHARBOR, FLORIDA
3095
APPROVED BY
ONSep
00wr
la�loed,
10,2008
IT,._
.. RDML MWFAM INC. HOW
g, Inc, CONS UMONANDSYET nMDARDS
, ,� IIA� OltD.M.T. DATe 08-25-D8 REV. �
,0„,e MTIC METAL ROOF RIDGE CAP —
AD-FA-0021
74
7
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
NOTES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
11
.BUN 1 5 M
INC
m
JACOBSEN HOMES
NOTICE
THESE SPEONG7IDHS AND DRAWNCS All
ORIOMAL PROPmnARY. AND C"VOIIEAL
MATMATERIALS CF JACOBYN MANUFACTU LNG
""A or
C.L.Y. 6-5-95
DRANG RTTE:
M/W ROOF SEALING
P.O. BOX 368
THE
DRANTNG NUMBER
AD-FA-0025
SAFETY HARBOR, FLORIDA 34695
PHONE (613) 726-1138
¢*W FOR SKOIX KRI M" IZ7K
ISPT CVI WTM M YO¢T 110 OTHERS
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
ffF NOTE 2
,n
COLUMN SUPPORT TIE-DDWH STRAPS REMO AT COLUMN LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN 48' IN TADTH.
M0.R-WIDE FLOOR SHOWN
SEPERATED FOR CLARITY
L— STANDARD VERTICAL TE-DOWN STRAPS OR ANCHOR
LRACKETS (SEE TE-DDWH SPACING TABLES -NORMAL
AND/GR ALTERNATE- FOR MAXRRAI SPACING ALLOYED).
AESO SEE NOTE 1
STANDARD VERTICAL RE -DON STRAPS OR MOTOR
BRACKETS TO BE INSTALLED A MAXIMUM OF 2'-0'
I24') FROM EACH END OF THE UNIT.
FOR TRIPLE WIDE AND LARGER UNITALL TE-DO STRAPS AS SHOW IN T6..INSTALL , 11C DI HIS DUA���`,,111
r���b�i
0S:
7•µ,•• • �, • 2 �i� DAPIA APPROVAL
.NO. O•.
1. LARGE OPENING = ANY OPENING N1DFR THAN MAX TIE -DOWN SPACING ALLOYED. NE8703571 OVED BY
2. VORTICAL TIE-DOYNS MAY EXCEED THE STANDARD VERTICAL TE-DOYN SPAC -
SO LONG AS, THE AVCiA(I: SPACING [ (A+B+C) / 3 ]DOES NOT EXCEED 7HE OF ;' W `' 1 5 70
MAXIMUM TIE-DOVN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME �q(
TE-DOYN SPACING TABLES (SEE OTHER DETAILS). �? �'��r '!H �gN`�c PINU
3. INSTALL FRAME TIES AT ALL V XA. TIE -DOWN LOCATIONS. �4��siS/ANAL ENG.�`rw�ua.AyMum�
4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENTS AJ4ii(dRIARAT1ETlATAiAT1E-Dorn+ `p61"'`''aM01VE7fr�
DCVQS ARE CERTMSO BY OTHERS
NOTICE ORANN BY: DALE: REV. LETTER
JACOBSEN HOMES THESE SPEOIIGMNSMDORAMN6IAE C.L.Y. 6-T-96
O80NA1, PROPItlEl/A1', AND Da11RNiV1 GRAINING BRi I�
m
P.O. eoz 368 MATDDus OF �" " "C UdNO TYP. MULTI -WIDE T/D /
YIL SU01 uA101U15 IAE PINNOm 70 111E
SAFETY HARBOR, FLORIDA 34695 rzaptr ra sFtalc nPxsS AID MPST EE DRAMNG NUMBER
PHONE (813) 726-1138 RPT WDIN AL AIO SECRET rRa OTHERS _ AD-TD-0310
8
73
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
atnnwnv r 11 l RL-WWW ]IIW7 U( ANUION
BRACI(EFS (SEE TIE-DOWM SPACING TABLES -NOR
AND/OR ALMAL
TERNATE- FOR YAAWUN SPACING ALLOTTED).
ALSO SEE NOTE 3.
STANDARD VERTICAL RE -DOWN STRAPS OR ANCHOR
BRACKETS TO BE INSTALLED A MAXWUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
C•
NOTES: EN PR O •,
DAPIA APPROVAL;
I. LARGE OPENING - ANY OPENING WDER THAN MAX TIE -DOWN SPACING ALLOWED.= EN`8703571 •', S_
2. VERTICAL TE-DOWNS MAY EXCEED THE STANDARD VERTICAL TIE-DOYM SPACI ..— -
ROVED BY
SO LONG AS, THE AVERAGE SPACING I (A+B+C) / 3 1 DOES NOT EXCEED THE 149
—
1 1
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRATE VERTICAL/FRAME ,r'•. /� :',4, c
AIN 1 5 IS55
SPACING TABLES ( 070 S)
T ALLVERNCk TIE-DOWNSEE
3. INSTALL FRAMETIESLOCATIONS. 'lOPlALIImNV\````
INCT
4. a AD-TD-DOOT FOR ADDITIONAL REOUREMLNTS
. ^�
�< .evrrnnnvn
ANCHOR BRACKET AND TIE -DOWN
MEAOES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES
N0710E
iNEY'PE6TiCA"A DpAY125N8
DRAWN BY:
C.L.Y.
DATE:
5-31-95
REV. LETTER:
■
P.O. BOX 368
,IW.
UMNAL. PROPMTARY, AHD m✓FlDO7TDL
MATUOLS OF AACOM NNA1fACRMG
11 L NAIFRYLt AAE iRD'.Ym 70 iK
^
DRAWL BILL-
TYP.
SINGLE WIDE T/D
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECPOI( fa 9'ff1Y NfR'043 NO MIST BE
IarT
/L3\
YANGNUYBFR:
mimm No Nor IRa1 onna
AD-TD-0300
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
CITES:
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
/ 15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
JUN 1 5 IM
INC.
JACOBSEN HOMES NMSMD UAHH Br. OA E: ISV. EIIE:
OIEII $PEafIGMNS ANO DR.1TAx6 Nd C.L.Y. 6-5-95
ad"N, PRPPo[I, AND m010F1171I1 DRAWING 7111E
MATODALS 6 dACDBS.N uANAAC1"C
P.O. R, FLORIDA OIC 9XH YAIERUL6IRE RROHan 10 O[ M/W ROOF SEALING
SAFETY HARBOR, [fw26-11 34695 HMI fat 9 CFC Rfbtl43 NO Ivfi BE DRATANG NUYBER
PHONE (B1J) 726-1136 NPI Caf 114 w Mau It= DOERS AD-FA-0026
YZ
9
SHIPPED LOOSE HEARTH EXTENSIONS
TYPICAL WALL
HP.ARTH.INRTA1.t.AT10N-
I. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA
Z INSPECT THE MEIN RAMC N THE HEARTH AREA TO N9.1RE THAI IT HAS
60 ROAM (IRS FLASHING MUST BE PLACED CN THE FLOOR TO PROTECT THE
AREA BETWEEN THE FIREPLACE AND THE HEARTH).
L LOCATE THE HEARTH EXTENSION (SIPPED LOOSE N THE HOME) AND INSTALL FOLLOWING
THESE STEPS
A CARDULY PLACE THE HEARTH EI TEN90N N THE PROPER LOCADDN N FRONT
OF RE RRFRACE ASYMBLY.
& SECURE THE HEARTH EXIDISCH TO THE FLOOR 1114 TB x 1' WOOD SCREWS
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH DIEN90N
WMTH A NCN-COMBUSTABLE CAMC OR MORTAR
D. OR FOLLOW RE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTAUAITON.
TILE SURROUND
TYP. HEARTH
(MAY BE SHIPPED LOOSE)
1. A TYPICAL ELE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE.)
WOOD TRIM
FACTORY INSTALLED FLASHING
Im
� 2 8 1993
INC.
JACOBSEN HOMES N077MD C.L.Y. - 6-16-95 - - -
■ MGN L PROMTAR AND DIImnDO ARE
11AT RAL, POr JATARY, AND A NODOIIIAL DRAWING nTte
P.O. BOX 768 w- sxLS aF UCOB4N ROV00C10THE SHIP -LOOSE HEARTH
\/ N 9NN t FM IAL PO MO 10 ra
SAFETY HONER(811R3) FLORIDA
726 1138 95 IV WWII&A1C RP V RKM 07SMis� pRA'MNG NUMBER AD-FP-0001
ADDENDUM
184" 'VIDE COLUMN TIE -DOWN APPLICATION
'A' COLUMN b'llx
fCDOAW
SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS •A' OR b' _
F'
COLUMN 'C' COLUMN b'\
- — -
I APPROVED BY
SEE TABLE FOR MODM M SPAN FOR COLNNS'C' OR b' _
SEE TABLE FOR SPAN COL 'i SEE TABLE FOR MAX. SPAN Fat ca.. INC.
FED L MANUFACTURED HOAI:
RLICTONAND SAFETY STA`OAROS
MAR 0 3 1999
.
COLUMN 'E COLUMN T' cmm V
\\
- -- -
SEA: TABLE FOR MAMM SPAN FOR COLUMN T'
r-
MAXIMUM ALLOWABLE SPAN
TYPE OF ANOMM REVO
(SEE AD-1D-0251,
COLWMNS -9. 'C', VOR 'E
COLUMNS b' OR 'O'
DOM Ir
AD-TD-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE3
ZOE 2
ZONE 3
SEE NOTE 1
DP. 'C!
w. b'
EXP. Y.'
Ems. b'
EXP.
DP. v
OP. V
OP. v
IDP.'C'
OP. V
EW.
2 - 31501 ANCHORS
SY-4•
25-6'
28'-4'
37'-4'
25'-'
29'-P
25'-67
29ZO-4'
1 - 31501 ANCHOR
IB'-6'
12-10'
14'-7
E
It-6'
T7-10'
14'-7'
A20'-4'SY-4'
E19-v
12'-10'
14'-Y
IO•-3'
1 - 40D01 ANCHOR
2T-8'
16'-4'
18'_713_02S-6'
16'-4'
18'-7'
76'-4'
18'-Y
13'-0'
.REP. CALLS.
YY„1,11L„nt...aA
ENGIMI...• F� ''�., DAP1A AFPROYALIA�[1p�� 0 31
NOTES: ,ZvP; G�STEq '• ;! ''. BY
AND AD-TD-0253 N0. �� '•.
1. SEE AD-TD-0251, AD-TD-0252 APPROVED
FOR SPECIFIC INFO. ON ANCHORS. 910334
OT
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR = oar
INSTALLATION. k
OF : Ay?
S o . STATE
INC..,
4` ; �1"4)''..s.A
1:
-ob.NE7
NOTICE DR A Y. M.T. OATH' 2-9-99
JACOBSEN HOMES 7KSE SPE000r"S AND MAWNMM
■ MXANN• PRMTARY, AND C04MENTA ORAWNO nTIE:
"AhwAAS M JACOM "A1NFM0T"1N0 164" VIDE COL. TIE -DOWN APPL.
P.O. BOX 368
\, w- 91p1 MAKRIXS AK PRDNpFD TO 11E
SAFETY HARBOR, FLORIDA 34695 RDaRNI Apt !m= PUPDiiES Np MRt PE ORAWK NUMBM
AD-TD-0254
HONE (727) 726-1138 KPI CpiB0p11"A MID40E1IRDY DRfl6
10
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EONPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4000 / MIN.
LINE OF MULB-WIDE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' WIDE @ 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER DR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION 03953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES, ENONED�.p'P AG DEgD"i,, DANA APPROVAL
-
1. ALL ANCHORING EQUIPMENT SUPPLIED �O?
BY AND INSTALLED BY OTHERS- ON SITE. �: N�' No. FO'? PPROVED BYE,
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING rJC 7 5
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
71
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ppF7�INC
WHERE THE ANCHORING SYSTEM REOUIRES THE USE 's,9O/ Q�[\�� rtour,wM.�uwloe
OF EXTERNAL STRAPS OR CABLES. ., ,4;• AX`' AA •'�a aal�uc+cawosvDTscnwq
NOTICE a1IDR.1'N1'B DATE: REV. IETIM,
JACOBSEN HOMES THESE SPERIUTONSANDDRAMNISARE C.L.Y. 5-25-95
MGINA. PRD WARY, AND NNTOpiT1Il DRAMNC TITIE
P.O. BOX 368 MA1°""'r OF A1. x uNA,FAc. COL. TIE -DOWN APPL.
„ SAFETY HARBOR, FLORIDA
26-11 34695 1`EWW ru VICM PUFMWAID MTO - Y DRAWWG MIDBER
PHONE (813) 726-1138 WT CWTOInk NO SmeT M01 DTMT1t 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 RED
NI.00 W i 51 21103
PINC.
FEDERAL MANUFACTURED HOME
CONSTRUCT ION AND SAFE1Y STANDAHUS
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
70
11
TRUSS SHEATHING
APPROVED BY
OA N000or
INC
EML MANUFACNRED HOME
C016tRUCilONA1DSAfETY6TMmAHOS
DEALER (SET—UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS —
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH.
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L
SIDEWALL
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
THE OVERHANG OUTLOORERS (PURUNS), ATTIC VENTALATON.
TYP. OUTLOOKERS
3/8' MIN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SHEARWAELS)
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE. TRUSS.
(18' X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING)
NOTES:
I. 3/6' MIN. RATED SHEATHING FASTENED TO ROOF TRUSS WITH 7/16- X
1 1/2' X 16 CA. MIN. 57APLES 1 1/4* D.C. AT PANEL DOES AND 3. O.C.
AT ALL FRAMING MENDERS. (NO GWE REWIRED)
MARRIAGE WALL
3/8- SHEATHING TO BE INSTALLED ON -SITE
0
WINDZONE III
(11O MPH)
ALL EXPOSURES
APPROVED BY
E INMAY t
PINC
hrl rGERAL MANUFACTURED HOME
.. CONSMOICINANDSAFETYSTANCIM
NOTICE: I UAIC REV. LETTER:
JACOBSEN HOMES THEE SPECIFICATIONS"0DRAWINGS ARE R.R. 4-27-98
■ ORIGINAL PROPRIETARY, AND COSWENRAL DIEAMNG TITLE:
P.O. BOX 368 MA ERIALS a uFADB N 4AN FAC UR1NG TRUSS SHEATHING —
SAFETY HARBOR. FLORIDA 34695 INC 91FJI MATDDALS ARE PROMMO TO THE
In;Ns"rn rw seat[ NURPOS<s ML M ' iR DRAWING NUMBER:
PHONE (813) 726-1138 REPI fl FOR,YNAI AND Slael FROM OTHFFS. AD-HR—ODD)
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING
CAPABLE OF
THE WOF
OF 3
NDARO
E
SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (3150#)
A11% 1111N74F7AF
NOTES: TIARA APPROVE
O G�STEq' • cr
T. ALL ANCHORING EWIPMENT SUPPLIED : �.•'Q�' No. F�''? : PROVED BY�r
BY AND INSTALLED BY OTHERS- ON SITE. NEST
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING -
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- JlM 1 5 1995
ATON. INC
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 9p'•., � 6 ¢ ,gylpy. ��
WHERE THE ANCHORING SYSTEM REOUIRES THE USE $'�Fp'.!�'DI `; \�.`� MLMMPNOSM6NfNOII�
OF EXTERNAL STRAPS OR CABLES. '�i.. N_X1. _'•••••".!JV ..`
JACOBSEN HOMES NOTICE:
C.L.Y. 5-25-95im —
THEY L PROPJ,TIONS. AN 0XII 11E
WNNAA. POrJA NAY, AND CptlRNN1 ORAFANG 1111£
P.O.eox 36e w- sxm AI A¢S An RWM TO TIC
COL TIE —DOWN APPL.
„ NG 9J01 YATDA45 RN: R10 NO f0 M
SAFEHONER(ai3)F726-113a695 IM CWMnn4NO �MODM gEAN1NGM1NaQ! AD—TD-0252
12
Ra
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LNE OF MULTI -MADE
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WADE & 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTAT STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
ANCHORING EOUIPMENT
STRAPPING. FLAT STEEL AND SEALS.
CAPABLE OF RESISTING
O
THE WORKING LOAD O
O
OF 3150 1 MIN.
O ANGLE SHOWN.
TT•'I'-ITI�f-I
3F ANME i I -III -III- 3T ANGLE
- ANWORS INSTALLED 24' APART
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
TA,p1UIF1b1gAA
NOTES: DAPIA APPROVAL
�`�O �,`�'%
1. ALL ANCHORING EQUIPMENT SUPPLIED ) ; •F, %STEq•�F�[•'•.y ��
BY AND INSTALLED BY OTHERS- ON SITE. : Q' ND. O '• s AF'r':-;:, VEIL BYR'D„�
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING - ENE8703571 INIA
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- •� ; •k _ ,JUN 1 5 19
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS '• �j N
WHERE THE ANCHORING SYSTEM REQUIRES THE USE �` •• ��7`� g•N�' �� RffANWNJI[IU®Ip[ INC,
OF EXTERNAL STRAPS OR CABLES. ''q F� • ••-�••'�(7� ��`` walNiOUlRotvcttACFG,s�
:fuaiI AL
JACOBSEN HOMES 1NF¢ �GD��e°: uuF NTS ARE eY. C.L.Y. DATE' 5-31-95 REV IETTER
CRINAL PROPRRIAA'f, ANO aralxNTw DRAWING TITLE
MATERIALS OF "Ca uANIFACIZZ
P.O. R. FLORIDAHe SKH MAIVMS ARE PROWBI TO TK COL. TIE -DOWN APPL.
SAFETY HARBOR, ORI34695 lff pT FOR S � AM) OUT K DRAWING NUMBER
PHONE (813) 726-1138 MPT m 114 AND son F OWn AD-TO-0251
I `I
+ n NO+_
HINGED ROOF DETAIL
COMM OF VANI TO RAH ROOF FROM
SIFm Pmm TO Tr_w POSITION Is
WMX 221/r.
LFI OW W SFM STSENA11CLY IMI
11ENWrA MMZ NO NX THAN tt FEET
APART. LDGI W= PINTS WW 3r CF
BID OF ROOF 5F'ORNL ANO AM 1FWC IRRN
2 FEET OF A SPITOE N AE AY M
HINGED ROOF IN SHIPPING POSITION
MO INN KIST 10 RDEE EEAI.
S SPF 13 FOFD MN pw Tw RAI.
•A2 rmm SMM 3-A2r
am
HINGED ROOF IN SET—UP POSITION
REF. CALC. PG. C-RF- 223.0. 223.6
I. BRACE RASED ROOF SECRNI N THE RAM POSIONI BEFORE SWM HI NiD APPROVED BY
NNG POSH IRO P0911M TL�d Revised
Sun 06,2006
NT
.John C. Doeden, P:�. INC.
K2 EnpRrsyring, Inc PFnFAAI W1'T 15TRUODONA USWMSANUARK
JACOBSEN HOMES mmrum=DRAM=AK aawBY' O.A. wTE 06-02-06 REV.LETTER
Man WAMM.MAMAI PRtl1EQRW, AIM NUFAM L gUll►N ARE; / T
P.O. BOX 368 W7fWN5 AT a4 AW MUA 10 X HINGED ROOF DETAIL AH\
IIG 9101M9MF N10D A1K
SAFETY HARBOR FLORIDA 34695 AQlCRlmwKM P)MQ AND YI6I N. OKAYING NIAIBFR
PIIotE (813) 726-113e tertmrmlvLno>mRTRTOIonRAs AD-HR-0002
69
13
HINGED ROOF DETAIL
INOERLAYMENT TO BE GLUED Y MIN.
ON BOTH SECTIONS OF HINGE ROOF.
FOR WINO ZONES 2 AND I
RAISE EXTENDED SHINGLE AND UNDERUYMENT AND -
AND A MIN. 4 I1r IRDTH OF ROOFING CEMENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISING HINGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X B X 87 BLOCK BOWO 2 X 6
OVERHANG FASCIA BOARDS AND SECURE PATH 3-0 X Y WOOD SCREWS EACH SIDE OF GAP. APPROVED BY
\ A Revised
\ Nov 30,2006
\ R FEDERAL RANVHCNRED HOME
\ � D� mI151AlICtId1Yq S1FFlY SfMRAgpS
Tdp W y,6.
N� 1
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
I NOTma RAISED ROW YC11EN N THE RAISED P0970 06OTF SWUNG HIM
KING POSTS INTO POSTIML
F 11(2S/ob
John C. DoedM p�
K2 EnF
WNDZONE 19
(110 MPH)
ALL EXPOSURES
JACOBSEN HOMES
THESE wEafr.AwnAAm Kxwrxs Aa
>w Br. D.T.
MAIL 10-02-06
K2v. uLANK
alxauL 1NaFKTMX ANDmFKADtnfL
9 CF JA[aSH 1131CNIRN9P.a
TWiG WTLC .UAWW
HINGED R00 -0 TAILSAFETY
f
Box 363
HARBOR. FLORIDA 3095
W_ SUCH Ulm" ANE mow= m nc
HOUR M ff)06C RNM Aa YB 1E
MW MOM OM
PHONE (613) 726-1138
KEPT carom" He SEEM am OHM
AD-HR-0003
'A' OR 'B'
t-
'C COLUMN 1)'\
/COLl1YN
SEE TABLE FOR YA%IYW SPAN FOR C0.1M75 'C OR b' _
r
SEE TABLE FOR SPAN CCI.. T SEE TAKE FOR MAX SPAN FOR COL 'G'
caKnul 'E COLUMN 'F CalAxl 'C\1
SEE TABLE FOR YAAYUA SPAN FOR COLUMN T•
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORING REO'D
(SEE AD-TD-0231.
COLUMNS 'A','C,'D' Oft'E
COLUMNS b' OR'C'
COLUMN T•
AD-TD-0252 ANp
AD-TD-025])
SEE NOTE 1
ZONE 2
ZONE 3
ZONE 2
Ta1E ]
ZONE 2
.ZONE ]
EXP. 'C
EXP. b'
F7D'. 'C'
ESP. b'
EW. 'C
ESP. b'
E7P. 'C
OP. b'
OF. 'C
or. 'D'
ESP. 'C'
EOtP. 'C
2 - 3150T ANCAlai3
A3'-0"
29'-6"
A'-9"
23-7
AJ'-0"
29'-6"
3Y-9"
23'-7•
13'-0"
29'-6"
3i-9'
23'-7'
1 - 31501 ANDIOR
2F-6"
1�'-9"
10"
11'-ID"
21-6"
11'-9"
I6'-10"
11'-1C
21'-6'
N'-9'
16'-10"
It'-f0'
1 - O01 ANCHOR
2Y-3'
16'-9"
21'-5"
15'-0"
27'-3"
I5'-9'
21'-5"
I5'-0'
27--Y
, 13'-9'
21'4"
15-0"
NOTES•
LNOIEfA APPROVAL'
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' C0.WN'B'\`
SEE TABLE FOR YA%ONY SPAN FOR COLUMNS
OAFIA APPROVAL'
APPROVED 8Yl�011
k
ON A
JUN
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,
IT MAY BE LENGTHENED BY USING A CRIUP SEAL 197H
A WORKING LOAD OF 3150 POUNDS
ro
r�4f•
l
�J f
DIAGONAL FRAME TIE
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE I_
TIE —DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I I:
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS, DIAGONAL
FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
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 Be 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING VATH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL AND SEALS.
No.
910334
'O •' STATE ^P :'rc ;
1'11/ .V /SPIV ni // .`ol
JACOBSEN HOMES I TNEu sPEDnnnws AUDDRAWRLS ARE
m
AL PROPbEIARY, ANO CDMI)OJTK
P.O. BOX 368 NA1EiDALS OF JACOBSEN NNNTACIMANC
SAFETY HARBOR, FLORIDA 3<695 WC. 9Jw NATEWU ARE PROHOOJ To TM
REOP041 TO �C0 P WISES ,TQ WSl M
PHONE (813) 726-1139 N l COPXIDIIVL WO SOM IRON OTKn
E
APPROVED BY
ON REVISED
102396
INC,
/®ERLL A V llsi/C1 V 1T9 MY4
mas,wercr.Noxucrcm wras
GATE' REV. LETTER,
R.R. 70-OS-96
ALT. TIE -DOWN APPL.
AD-TD-0210
SHINGLE AND UNDERLAYMENT APFLICATION ON HINGED SECTION
INSTAL- ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN —7
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 I
CONTINUE 15# FELT TO ROOF PEAK --� UNDERLEAWCE ENTNGLE
.. 2' MIN. OVERLAP (TYP.).
zo
{•i::is{i}??::::i:::::::::{(t:i:::r: -6'
MIN. TAR AS OYM
ON STE)
12
I ...:ii :i :::'..::::.: (APPLIED
:.:::
E5
NOTE: ............
rl i3:.........'.'......
............................ .....
z
s
z
H
.
I 1
r1 r-1 .•.•.
—!
3' MIN.
r SEE DETAIL 'A'
c
I I I I I
1
t
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE MTH'6 STAPLES (1' X 3/4' X 16 GA OR RDOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 15# FELT AND SHINGLES.
WINDZONE III
(110 MPH)
ALL EXPOSURES
NOTES"
DAPIA APPROVAL:
1. CEMENTING OF 15j FELT IS NOT REWIRED IN ANY AREA EXCEPT WHERE NOTED.
AF,PROVED
BY
Z FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.).
polo
G
3. EXTEND THE FIRST LAYER OF ON SITE 151 FELT ONTO THE FIXED ROOF A MIL OF 6- AND UNDER THE LAST
. COURSE OF FACTORY INSTALLED SHINGLES F HMO TO MAINTAIN THE 6' MIN. OVERLAP ON THE HXED ROOF.
C.
1 11 INC.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD-HL-DDDI (WITH SPECIFIC END PANEL LAYOUT),
AD-HR-ODOY, AD-1,111-0003, AND AD-HR-0004. FEDE
IAL MANUFACTURED HOME
TRUICIIDN AND SAFETY STANOARUS
CON
JACOBSEN HOMES
1 T
OTMD
�EaRcntlAND IMuwxcs ARE
MAW BY.,
M.T.
DAIe
9-20-03
REV. LETTER:
DRAWING TTIIE: SHINGLE AND UNDERLAYMENT
APPLICATION ON HINGED SECTION
P.O. BOX 36B
91
ORIANAL PROPWARY, AND CHfIDENIII&
MAIMMA5 OF JAOOBgN MANUFACIUENG
SAFETY PHONE (al3) LORIDA725-1138
HAG SUCH MATERIALS ARE PROVIDED TO IHE
EiPT O�fOAI AM g� F� ONK
DRAWING NUYBEIt AD—HR-00055
RR
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO —
HINGED RAFTER WITH #B X 4- SCREWS,
6.1/2x O.C. MAX
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16' X 1 1/2' X 16 GA.
STAPLES INTO EACH 150 O.C. RAFTER AND
3 1/2' O.C. MAX. INTO 2 X 4 RAIL.
(TYPICAL BOTH SIDES)
NDSOi
NOTES:
1. SEE AD-HR-0007 FOR INSTALLATION OF UNDER AYMENT AND SWNGIES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL VANDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L.
CRC - 167.01 - 167.02
KER APPROVAL' DAPIA APPROVAL -
APPROVED BY
Revised
r.4 /O ^ JNaLC09,2006
John 0. 1oWV11, F.E. FfDfRAAY FA u omx
.92 ERgRIFA@TIFIg, (WIC corrsmunrox Altl sAFfnsrAxmxos
JACOBSEN HOMES NOTTCf' D .^ �x � x• • �
[w?D'm3
SMOTx.ADMIA AF" DAAMwAs AA[ O.A. 06-06-06
r MMKIMT. M0 mrnDIRAL DRAWING ARE
P.O.Box she Dr acm"' I"'"Ac M110PEAK INSTALLATION DETAILS MIDI YAIDINS A[ PxOlixe W M DRAWWG MASER:SAFELY NARBORi RORIDA SA695 rM 9SfFC RAa[f A19 YMf [PHONE (727) 726-1138 mrmmu AM ["[T Rol cD AD-HR-0006
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
DIAGONAL FRAME NE
ANCHORING EG IPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE
TE-DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
M CRIMP SEAL
(3150P WORKING LOAD)
6
3
W
r
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
w
GRADE I STEEL STRAPPING
c
11/4' WIDE 8 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.
RAduc aIP
11 �IIIII-I�i
I I i-I I I— RADIUS CUP MUST BE INSTALLED oN
_ ALL TIE -DOWN ANCHOR BRACKETS
—III III — III - I I (INSTALLER TO FABRICATE RADIUS CUP
_ BY PLACING A STRAIGHT 3 LENGTH OF
-
III - I I I —III 1 1/4' X 0.035' 71E-DOWN STRAP
_ MATERIAL IN ANCHOR SLOT AND BENDING
—III —III—I I TO FORM THE CONFIGURATION SHOWN.)
_ _ THE TIEUS CLIP DOWN STRAP BE INSTALLED TO FROM THE B ACKETE0DGE5.
=I I ITECT
II I I I I I I I IINSTALL
TRAP THROUGH THE SLOT
IN THE BRACKET ON S(�] P9P THE RADIUS CUP.
�A N D
j .• ST..p�' ,,
NOTES: LWOVANO. O •'. DAPIA APPAPPROVAL
I. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME T• ENEp70357 - ROVED BY
lc
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL ^ e-
BY AND INSTALLED BY OTHERS- ON SITE. T,.^.�F! • �; JUN 1 6
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING %, �,�.'•, /i '"'l y�((r-1T ('�
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- - AK` VD A��.•\�� IN�..v
ATION. f (3 A
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS ,,',!A`EN'`��
1,�� F"x�fwfpMD
WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR BR Y µD TIE -
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEWCES ARE CERTIFIED BY OTHERS
JACOBSEN HOMES 407.12 - C.L.Y. I— 5-31-95
I m oR L. OF JA UM"9 DRAb9+c mLL: ALT. TIE -DOWN APPL. AP.O. BOx 368 M S" MAWMa AK PROW D 10 THE
SAFETY HARBOR,
��A� DRAMNG NIY9
PHONE(B13) 726ft�O�RAD-TD-0200
lc
RA;
PORCH ANCHORING
DOUBLE HEADED 3,1500 ANCHOR �1
OTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPLICABLE BLODONG
1 1 /4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
,'i'r.�;'� �> •
MNDZONE III
EXPOSURE C
(110 MPH)
Jtir
20 PSF ROOF
nr„' _
10 PSF D.L.
•a`
CFMA- 109,OI -
:"
Io&.!i 7
_
DAPIA APPROVAL•
PPROVED BY
`r!V.
INC.
)HOME
fC Iii I
NOTICE: DRAWN BY: DATL• REV. LEM:
JACOBSEN HOMES TNESESPECFTCATXN "OGANNCSARE M.T. 12-13-03
CRONAL. PR MM7M. AND 00HRUN71LL DRAWING 1111LE:
P.O. BOX 368
m
MATERIALS OF JACWSDI MANIFACAPAW PORCH ANCHORING
n 2" YATEMAIS ARE PRMM 10 THE
SAFETY HARBOR. FLORIDA 34695 IWORDII RR SPEEFIC NIPC&S MID MAI IE DRAWING NUMBER
EPHONE (727) 726-1138 MIT waminM ANW sue* TRW OTHIM AD-TD-0112
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE TOP COURSE(S) OF SHINGLES TO
6 FASTENER METHOD) AND CAP INSTALLED OVERLAP PEAK AS SHOWN.
PER MANUFACTURERS INSTALLADON
INSTRUCTIONS /\
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT
TO ROOF NTH A 6' MIN. WIDTH OF TO ROOF NTH A 6' MIN. WIDTH OF
ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACN END TO
ROOF DEN( AND/OR EASTING ROOF DECK AND/OR EASTING
FELT AS SHOWN. FELT AS SHOWN. _
r
SEE OTHER DETAILS FOR
91E INS140 ROOF PEAK
UNDERLAYMENT INSTALLATION
AP ROVED BY
0.07Frim"MIN AUG 0 4 20[u
NOTICE M.T. 7-28-04 _..-._
JACOBSEN HOMES MMY PI FRIgRY AND a MKI ATML PRF1lETART. ANI COFDFNnM giAWWG TIRE: _
,I P.O. BOX 368 W_ 10S A AI S AK YANIFACm INE SHIN(MENNDERLAYMENT INSTALLATION
xc UT N F MS Alf PRD NO I TK
SAFETY NE (727 FLORIDA 31696 ivT aT fa ox N RMRET MY YuST H DRAWING NUMBER:
PHONE (727) 726-1138 �T m�m1nM NO san Na Dnaa _ _ AD-HR-0007
64 17
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
iTEN 10 FLOOR FRAMING
AER W/ STAPLE OR NAL
BANDING STRAP WAPPED' AROUND PIPE AND FASIM TO FLOOR FRAMING
WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD K
OUTLET. WERE THIS (BADE CAN NOT BE ACHIEVED, NOT LESS &1AN 1/8'
DOT MAY BE USED WHEN A FULL SIZE CLEANOUT IS INSTALLED AT THE UPPER END.
NEW OF ORNN PD41C
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
0 INC.
T� f,
�.I1A V
JACOBSEN HOMES NOTICE' ULiAWWBri. D"� °'`n `
iHEsE wEcwT1OS AID DRA'R a Am, R.R. 7-17-97 A
I TAIGIAL WIMFEIAAT, AND 4DIDDIAA DRAWING TITLE
-
SAFETY Rex FLORIDA36a wRDIMS ai Jwssa uANNVA0IURIX PLUMBING SUPPORT
De allol wlaxs ARE IWacm To We
9AFETY HARBOR, E(813 726-1138 95 IQFaUIIfW OYa1C AIWwIIT AID qWt RE CRANING MAI90t:
PHONE (BI3) 726-I138 a" MrOD NL uD 100 Tm DINARS AD—PL-0001
CEAJNG MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPUCATION) (STDEWALL AMICATION)
350 PUT MAXIMUM SHEARWALL
DESCH VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
TO
35'
I. O WND ANCHORS TO BE RATED FOR AN LL11WATE LOAD OF 47251 [3150 DESIGN LOAD]
(Ski AD-RI-DDOI [ID -GENERAL NOTES] FOR NOTES ON GROUND ANCHOR INSTILLATION)
2. NSTA11 A PER AT EACH END OF THE SHFAWAL JOISTS (PER THE ABOVE DETAILS).
3. MEN SHEARWALL 15 LOCATED AMOK A SOLID HEADER (FULL HOCHT CROSS -MEWS R) NO C
TIE -DOWN STRAPS OR PARS ARE REQUIRED (ALL SHEARWALL CONROIRATM ALL ZONES
AND ALL EXPOSURES).
4. TIE-DOW11 STRAP REOUIRED AT EACH END OF JOISTS, ALL DBL S/W CONFIGURATIONS.
5. CEILING SHOWN CATHEDRAL OR SLOPED, MT CEILING MAY BE USED.
6. FULL WIDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE, HOWEVER, ANY LENGTH
OR CONOGU.RATION SHEARWALL MAY BE USED.
7. THIS DETAI MAY APPLY TO TRIPLE AND/OR DOABLE WIDE SECTIONS
350 PUT MAXMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4' X .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
John C. Doedeiij.I
15133 C. R. 22
Goshen,IN 46526
WN IS A TRIPLE WIDE RAPIER,
0 APPUCABLE TO STANDARD
BLE WIDE TRUSSES. -
JD VIEW
X .OW TIE -DOWN STRAP
UOUS AROUND JOISTS.
NOTE:
ALSO APPLICABLE TO 'SIP SITE
MARRIAGE WALLS WHEN AT LEAST
2 STANDARD VERTICAL TIES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
APPROVED BY 51
ONWrx.,
L<NYW M! . YW
JACOBSEN HOMES
NOTICE:
RASE SPCMOATIWs
DRAWN BY:
R.R.
DATE:
4-09-96
REV. IL TER:
LE
BOX 36B
AND N DRAwNIs ARE
GTwNAL PROPRETARY, Axp RfR1DDINL
MAIEPoAS OF JACOBSN MMUFACTUDNG
DRAWINGP.O. S/W CONFIG. TIE
—DOWN
SAFETY HARBOR, FLORIDA 34695.
RGoppt I'M SKCFX q�RPDRs,W TK
DRAWING NUMBER:
PHONE (813) 726-1135
1RPt TgIDDIRA ND SEOU TRW ODRA
AD-TD—D111
18
63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEILING WAY BE FUT OR SLOPED
END VIEW
350 PLF WAXMUM SEARWALL
DES 4 VALUE (PER WALL)
1 1/4' X .035' TE-^GWN STRAP
CONRVUCJS ARCJND JOISTS.
DE VIEW
X .035' TIE -DOWN STRAP
UDUS ARLUND MTS.
C
--.�,;
NOTES, 2 7 1(u
F!✓CM (�WO3Al • �/jj .
`` •'••
DAPIA APPROVALI.
OtORID ANagRS 10 BE RATED FOR AN IILTNATE LOAD OF 4775E (3150 OESIM LOAD]
(ME AD-T0 O 061 q D-LRAL NOTES) FOR NOTES ON aWroM A O1 NSRMLAnOR.)
' :
- 71
[APPROVED BY V
7. NS7A1 A PER AT EACH ENO OF THE SHEARRALL AOSTS (PER THE ABOVE DEIAR$).
• '.�
■■■
3. MEN 9ENRMN,L 15 LOCATED ABOVE A SOUR HEADER (RAL TEKRO GROSS-MDWR) NO
RE-DO'f:R STRAPS. OR PIERS ARE REM O (Au SRIFMwNl CO/R1C{gAi10.45, ALL zO:rs
� "'T�-' .: -
AND ALL DPOSRES).
a. fE-DOYM STRAP REWIRED
iV •••
'i ^� • '^ •\
INC
AT EACH END OF ,gR15, ALL D6: AM CONFTOJRATIONS.
• .
��ii '....
5. CERLWO SH➢RN FLAT -OPT CAWZMAL OR SLOPED CEUNC MAY BE USED.
• Aj',�,-'.'.
�ti� �•�`
RxME NNSsHc.;s9: •c+w[
TR:ipxcN�n.rwa�a
6. FULL "DIN SHEARWALCi ARE SHOW M THE DETAE •ABOVE. HO%EVEA, ANY LCNCTI
JiIRIIItI
OR COHFIOURATION SREARWALL WAY BE USED.
11�11'�AT``,``
JACOBSEN HOMES
NOTICE
IHESESPEOTICAOOLSNNOUWNGSARE
CRA%W BY.
R.R
DATE:
2-6-96
REV. LETTER:
5plqpF
P.O.BOX 36B
01W 4. P4RPRCTARY, no C EN "
%ATMs TF LACOBSOV RAENOFACTUR.c
DRAWNG TITLE:
DEL. S W CONfIG. 11E-DOWN
-SAFETY HARBOR, FLORIDA-726-11 34695
PRONE (8I3) 726-1138
Pt�Ow I TOVJCH R A�CO�it RVPKyY w WSTTEC
KEPT D ..NMI NU SEMET TRW DI ERS
i
DRAWN' NUMBER: AD-TD-0110
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
mm Vs
JACOBSEN HOMES
ND
INESE SPEIOiLAWOWS NS AND ORAWN05 ARE
DRAM Or.
M.T.
DAM
3-30-05
MY. LLtTKR:
MORAL, PROPRIETARY, AND tnwwERBAL
DRAWING TITLE:
[
A
P.O. BOX 368
MATERIALS OF JACOBSEN MANO'ACTUMS
NC wal MAERALS ARE PROYM TO THE
OPEN PORCH RAILING(S)
—
SAFETY HARBOR. FLORIDA 34695
REOPERI FOR SAM PLOMS AM INST BE
DRAWING NUMBER:
PHONE (727) 726-1138
KEPT CO FUNML AND SECRET FIRM 01 ERS
AD-PO-0001
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 F VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE TIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 i� ` ` SEE AD-PR-7000
SIHPTHIS SEC. LOOOSSE�����
- � (SITE INSTALLED � _ C
t FOR OVERHANGS
`SEE AD-PR-70U
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED ` FOR ROOF VENTING BOTH FACTORY -
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7OD6
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
F TYPI -\L TRIPLE WIDE HOME
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED
FOR FASTENING _C ATER SECTION RAFTERS
NOTES: DAPIA APPROVN;
APPROVED BY
Revised
Oct 25,2007
INC.
FEDERAL MANUFACTURED HOME
CONSTMUION AND SAFETY STANDARDS
NOTICE: DRANK BY: DATE: REV. LETTER:
JACOBSEN HOMES TIESESPECUTCATTDNSAND DRAwmSARE O.A. 10-24-07
MonpRNFLq PRDPIaETARY. Am CONFIDENTIAL DRAMNG TITLE:
YATDNALS OF JACOBSEN MANUFACTURING
P.o. Dox 3s6 Y_ SUM MATERIALS ARE PROWwO TO THE ON SITE PITCHED ROOF DETAILS
ILILJ SA PHONETY RBOR27) LO ID 34695 gTpOIDIT Rs7M RRINO m MUSS ORAVANG NUMBER:
AD-PR-7001
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
M PER SNEARBALIS
AIL sNAOLYI3}
-earns TIYAAim
m( rim
2"igFy'MALL5
TtE- 61 TIDaLFDf
a9m; IAY R
PUT w uoa
Ts�
NOTE 1 LTC N01E i F__'42z NOl[ 1 sE NOTE I/- '
Qsa NOWis 1 AND 1 Q Q Sa RM 2 AND 1 Q
ra nab PICK PECe to omb m Imob
WNL LOrATION Tsai IOGITIDN IRS LOCATION TUi LO"lla"
FIGURE 8, 0 1
FIGURE 8.1
THE DETAIL ABOVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO L&L SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL °LF VALUES.
xores. _ oAnA Aerxww
1. T 4CW S RCOLM IN WN13E WAX Tc-ww STILW MAY 8C WTA.rm 01 �• ' • • • PPROVED BY
UM O} DE WM W4 1 AM01Dt Pmam AimI1I� • , !;�
OfOlyd ATNeTOR 10 S MTFD IDit AI TA.AMAtt WIO 6 4T23/ >tb PC9W WAD •r •! /i
(sx Ao-a opal [ro caMRAL Nomq Ina Lo+[s a aauo aw+m MannuTm� +F ; �C�WTC.,F : •t '� { EB 10
L raTru A P01 AT C" DO Cr TTIE YICARMwL XtM OA N91 iMC AIaE XTAA3j • e Nc. ;0••� C
(vIOT RE4AWCAN po Axsn UOAMALSf a-IIaa1N TRW Iaa4Q+aTRL)
AT CANi 910334 1 *'7 INC.
x WO WJAW1L 0 LITCAO AAO.t A W WAM OIL. ImIT 09e3-WeUq Iw �' y ��� i VRALMANUFACTURED HOME
DC-DaW W3 Ot ^W AN IX"ng LALL V"QL owUSUAAD liJ. [TPa%w[,} a A% STAIR= t�y? CTNINAND SAFEtY5iAN0AR0S
EM
JACOBSEN HOMES
NCTICG %. uS
Ni3[r.[nnNTvaAwMA
TM�L! •� PAfG
,•••� R.R. 02-OI-00
LET'. Lank
P.O. "x Sea
mast nona:TatY Aw .I
ManDaac a 4100 a wATTU
� TiJOi TLIIDINA3 ALIL �E
9wff„
S/W TIE/PIER RED.
{1
Fl-J(
SAFETY HARSH FLOR1DA 3/ER3
PNOHE (IZ'F) 7I6-1138
T®"'T rot 9OWC nwma M rl0 TT:DRATM/G
AOr O711TIDtiAL AV AYAai Ift CTOR
Twatx: .
AD-TO-100
-3n
61
AD
DENDUM
NOW
12'-0` 6' EACH 561E 5
W
poe P LEDI�WA 1P, $ %� F1G�R�S
o_ol
NORMAL TIE -DOWN SPAdiNC TABLES V2 ZONE 11 & III/EXP. tr & D t,)9-
�
LONGITUDINAL TIE -DOWN SPACING TABLE
WIIN.-
INND ZONE R
BIND I01� m
FLOTM
12`-0`
on
U t)p a
2
<
6
53'
fmi
3
Wt 6
40'
13-4`
3
3l
3
46'
15-4`
3
45'
4
Off
VflRTlOAL TIE —DOWN / FRAME TIE —DOWN PPAC1N0 TABLE
i1M.
BOOR
�ID1H
VAX
(AVE
OVERHANG
D ZONE tl
ZONE 11
SPA*u1�pD1i
"IpfOA AIpE�
SPA*y
NDW
NWtAR A11tiE*
ROOF TO ROOF ATTACHMENT
SECURE SIZE INSTALLED ROOF DEgCINC SITE INSTALLED 7/16' YIN, ROOF
KITH 7/16' X 1 1/2' X 16 GA; STAPLES DECKMG SECURED 'M1H 7/16' % 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 CA. STAPLES, 2' O.C. VAX. TO
EACH 16' O.C. RAPIER. EACH 16' O.C. RAfiER.
SEE DETAIL 'K� \ LSEE NOTE /I
11'YW.SITE INSTALLED DECKING OVERLAPiACTORYINSTNlED ROOF OEiING SITE INSTALLED RAPIER TO
' ALIGN WItH FAcral(r R(su,;ED
RAPIER BELOW.BE
SEE NOTE 11
NOTE �4j �S A I 18' YIN.
DECKIND WE
CROSS-SECTION L ECEN'TER SEcnOD RAFTER
rtNozatE'r
.All EXPOSURES
(no MPH)
REF. PG. RC-07-0044 �n es n�
NDS01
I.
SECURE EACH 16' O.C. RAPIER TO RAIL BELOW WIN
NS AT LLEPI AT EACH
RAFTER
�AL1ED RAFTER TOAN1I FACTORY
RAPIER• (EA. SCREW TO NAVE 1 I/4' PENETRATION YIN.)
2 ATTACH PATE LP4: RAFTER RAILS (OR RIDGE BEAMS) WITH
/10 % 4 1/2' SCREWS 9' 0.G MAX SPACNG.
1 SEE AD-FA-0020 FOR CAP TREATMENT BE1Y6.EN SECTIONS.
JACOHSEN HOMES
Mow P.O. Box use
' SAFETY HARBOR, FLORIDA 31695
PHONE (777) 796-1138
C-FEi3 - 88.01
.;ohn C. 069iian, P.&.
tC2 EngirToerirlg. Ina
APPROVED BY
�afuL 09,2006
A�Nc.
rssssu ■anttsspus[s FFo.L
wRsrPucnox Axs sstsTYsr,Xxa.A9s
uTE: 06-02-06 PLY. IA'.T1[>c
)OF ATTACHYENi A
AD-PR-7002
21
r I•
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
IV O.C. WAX. BETWEEN OUTLOOKERS
J
`2 X 6 OVERHANG FASCIA
THIS TRUSS INSTALLED ON SIZE
BOTTOM CHORD 16e
DOUBLED END ZONE RAFTERS
TYP. 16' D.C.
2 X 6 FASCIA FASTENED TO OUTLOOKER
W/LBN. (5) 7/16' X 2 1/2' X 15 GA.
STAPLES OR MIN. (3) .131- X 3- NAILS
(TYPICAL AT ALL CENTER BRACES)
I NDS01
19,
48.
2 X 6 OUTLOOKER
19C D.C. MAX. BETWEEN OUTLOOKERS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT
2 X 4 'AILING
MI
("'TA 131 XN3' NAILS
FROM NNLING BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND
MIN. (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
SEE CHART FOR FASTENING
OUTLOOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/MRL .131' X 3'
NAILS OR MIN. 7/16- X 2 1/2'
X 15 GA STAPLES 16' O.C.
MAMMUM INTO TOP & BOTTOM
CHORDS ONLY.
\-- 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE:
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) MMDOKT1s Ta BE SEEMS) 10 EACH
_. TRUSS OF X DOUBLE TOSSES LOCAIM
IN AE EMDZX PER FASIDER CHART.
SINGLE TRUSS ORLY
REO'D OUMDE OF
3 R AREA
SS MAY BE
I E THFA SIDE ri rA
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-7002.
TYP. OUTLOOKER FASTENING:
FASTENERS:
aumm .
PENE1RAigtE
.131 PD NNL
5
1 I/2'
15 GA STAKE
a
1'
OB SCREW
2
1' (INCL 71')
DUADOIFA FASIBEAS MAY BE RSTAO 1WNDZONL 111
no 70P 0110 DOWN F PBEIRAICN ALL ExPOSURES
B YAITAIED. (110 MPH)
20 PSF ROOF
C-RC-197.01-197.02
A/y7l a$ �
John C. Doeden, RL .
K2 EngLn0E%T!ng; Inc.
APPROVED BY
NrA
F05,2008
c.
FEDEW NANUFACNRED HOME
CONSTESMOH AND SAFELY STANOANDS
JACOBSEN HOMES
NOTIOR4
TN69EEPEOFWAIKNS Am DRAwHas ARE
aBuxAT HNPBETARY, AlD casoOnuL
YNANN Of,
O.A.
V/.IG
1-29-08•
L.. Y.1 •Ln.
♦1
DRAARID TIRE:
P.O. Box 36e
WTDRNS O ATCOBKr1 YANUFACIRBIC
P_ SM MAASws ARE PROMOED TO AC
END ZONE RAPIER/OVf]1HANG ASSEMBLY
DRAMNO KUMBER
AD-PR-7003
SAFETY HARBOR, FLORIDA 34695
RCM, R D 4FOW RAPfl93 AID HEST RE
AM SECRET RN DOM
PHONE (727) 726-1136
MIT CMDM
TYPICAL SIDE Of YAWN .
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
TYPICAL CROSS SECTV.
smomG Timms I I TV- a=MR7 III
9E R01[ s i0I
IAWAK Imo
MOD t AAQE m AIIAOQD Srumom
gi an LEAD ff— MUM WIN ARD1 WAFT mm" � MIND " 1/0 .
110 MPH) '
or Nx (((1� FIGURE 10.1 1 20 PSF ROOF
10 PSF ELL
REF. CALLS
EII• tiO,Ij DAHA ~AU
N1. OS TD-DDI51OR SPAOM TABLES .�O: `¢TSfi1C�� ��ra APPROVED BY
2 SEE AD -JD-= FOR aNMTY OF LOWTU01u IE-DOME STRAPS REOURED.
3. SEE oA1FA DETAILS MR eLaaaNc (PER) WAxOTT AN
OTHER RCCINAEMENTS F0. C4 4 "%.
1. SEE M ADDUWu Fax ADWWAI NECUMENTS : �' De° 13,2006
S zm 2/DR09JilE t': IP mom 1DWR . N AINC•
we 2/OPOSUAE T. 211' MAMINN IIODHT '� �`'.: FA - �_ •. rEDEA.ArwsAnuWDID.E
ZW 3/0R09A1F'C•: N' MAIBAM NDCNT
ZONE ]/Om9RE V. W MAWMM HEKAI7 •p '. ; wNsfRucnaN AND SKEW srANwRDs
P. ALL S9EClCAM S ARE BASED ON 2W WOOF ANCLE MAX AND IOC MAX iO� C` FZCF.?^ : •.�a`�+ti1`•
90EWALL ROWRE _ 'fie ��cR••••••' ,•• .�,
/,ll DATE: RL�41E11FF:
JACOBSEN HOMES NO7"m R.R. 11-28-06
TNGM SPE WREW6 Ale 1MNr4S AAE
WnTvwt 1 OFJ%TARI. ARD AAMQNIMI DRA1N0 AAE: '
at DM OF AALSAM: 1104 TUWND FIGURES 10.0 AND 10.1
P.O. R, 36A MC 9110r W7[IRAlS AIE /IWIIA[/ W M
SAFETY HARBOR, FLORIOA 34693 AOTKf M f[vt Nt/DT6 Ale W6f K MIAMILK NG MER:
PNDNE (T77)726-1126-n3e AD-TD-0066 '
22
59
05�
108" HIGH SIDEWALL TIE —DOWN iYSPACING TABLES 5�E tL 'ON
ZONE II & IR/EXP.. C & D 1� �
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN. WN0 ZONE I AND ZONE IR
1 v FLOOR w` an Am not ott AwroR
wiDTH r � µa[ FA Bn ar waE
62' 3 . 45'
VERTICAL TIE —DOWN FRAME TIE —DOWN SPACING TABLE - ---
MIN.
MAX
- WND ZOFE I
WIND ZONE B
FLOOR
WDTH
EAVE
OVERHANG
SPADNG
0- SAD
uw
JAM MU
SPAM
°��
mm MOE
3150
49'
S'-4'
JI50
45'
24'-0'
6'
6,-8'
3150149'
5'=4'
3150
45'
LONGITUDINAL TIE -DOWN SPACING TABLE
A
MIN.
WIND ZONE 1
IN ZONE 10
FLOOR
mN m
mm
IN att
"a
WIDTH
EA Do 7
Aw
EA DO OF
AMU
O
EA SECTOR
MR. B
EL MCITM
VOL P
23'-4'
3
48,
4
43'
24'-T
3
ST
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WHO ZONE 1
WHO ZONE II
_
LB�
EAYE;;LN
OVfERHAANG
SPA
mmmm
PAM
�
AN= ANOE
23'-C
S.
5-4'
31501 1
47'
4'-U'
315W 1
4Y
24'-D'
6' 1
5-4' 1
31501 1
47'
4'-07
3150#
4Y
108• MAX, SIDEWALL HOGMT WINOZONE I1/111
- (110 MPH)
,
- 20 PSF ROOF
10 PSF O.L.
REF. CALCS.
' „�777RF7F1!!JP .
DAPU APPROVAL'
1. SEE FULL ADOOWUM FOR A0110% REOX80111 ;
�O ,;+ ^�.✓�•,MW
J
APPROVED BY
2. SEE AD-70-0DBE FOR YMUM AOPIER HOODS REWIRED FOR THE LO ..
■�
nb. i
Dec. 13,2006
-. TABIAAIED ABOVE.
INC.
y
8 ATE°
= r
��'•:�LOEiT01;.•',t `'
� w»uF
mxsmucr:Dx AwosAFm nunA.xos
JACOBSEN HOMES
THESE vwnCANs0MAMPUNINKS
BY: R.R.
DAZE. 11-28-06
R`V,LETTER:
P.M R3ox 3sa
DDONAL NVINEWL ND msXEMix
MATDNAU 7 "'�A1JpgN""E
DRAWMC A7LE:
108' HIdP SIDEWALL ACT TABLES
Old SAFETY HARBOR, PLORIDA 34693
PxoxE (77T) D7s-n3n
A'C aioA wmons AN mDAem m M
Aox�mx APR sum Tw�Dts AAo aai K
bT ALIlIDOPNL N0 sav PAa aAe¢
.
DRAMNC MIMBOE
AD-TD-OO85 •
ON SITE PITCHED ROOF DECKING INSTALLATION
lYP ROOF FRAMING 16' MIN
APA RATED ROOF DECKING
(OR EQUAL)
VANDZONE TI
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
TO PSF O.L.
NOTES:
ENGNEER APPROVAL:
DARA APPROVAL'
1. 1/8' 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
SPAN RATED DECKING EQUAL OR BETTER.
(
jJ{
a`
Revised
)
John C. CD: :,, .-
oat 29,2007
INIPPNDeRAu
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE
SAME DECKING PATTERN.
K2 Eng;:Taz TI:i„ !iic.
I
In lr.
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15
rAnuPacruP>:D xo�e
mxsmurnONAND SAFETY STANOMS
GA. STAPLES AT 3' O/C EDGES AND FIELD
JACOBSEN HOMES
RINSE YEONOATM AM ORATM AW OTICE
IXtAMa eT. O.A.
DAIS 10-24-07
To. LEM.
up
P.O. BOX 3"
OM AL PAGPWM. W exsWmm
MATERIALS OF 4AEDBSX MNNFAGRgIG
KG 2 wTBws ARE RA1D10m m nI
DRAWNG TITLE:
ON SITE PITCHED ROOF DECKING INST.
SAFETY NAgBOR, FLORIDA 3A685
PHONE (727) 726-1138
aPanrt 1Mt FM NTPE45 HD OEO E
Im DIlOENRPL NO IM RNN anus
DRAWNG NU®FIE
AO-PR-7004
i6' ON CENTER DECKING
OFFSET
TRIPLE WDE CENTER SECTION PEAK
91E INSTALLED DECKING ON PITCHED � NO BLOCKING REQUIRED
TRUSS SECTION 4: REMAHIOER OF AT CONTINUOUS PANEL
BOTH OUTSIDE SEC110N5 (2 iULL
ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES
V
OTHER DETAILS TO SECURETRIPLE
INSTALLED PITCHED TRUSSES
WDE MARPoACf LR4E
SHEATHING REQUREMENT
MANUF. INSTALLED DECIONG TO HERE
58
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 50. 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
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
E INSTALLED CENTER
SECTION OF ROOF
BY
ft Revised
Oct 25,2007
INC.
JACOBSEN HOMES
NOTICE
IKSESKCMDSAMDRAWSARE
M." "" Q.A.
10-24-07
_..
:QWN a lCloRY, A'B caRiNO+IDu
HANOF
DRARNG OTLE:
ROOF VENTS
n
imp�
P.O. BOX
M DIE
MS APE PAO ro OL
wt SK" "TOW Am
EX: BICI
SITE INSTALLED PITCHED
f1
❑
FLORIDA
SAFETY HARBOR, 26-11 34695
ND MIST 6E
R VE AM
FOR
IRO onEAs
DRAWING NONBER:
AD-PR-7005
PHONE (727) 726-T138
PA A SECET5
KEPT caEmBDu AD sEaEl
KEPT CV
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS nP. RDOt
ME
FIGURE 10.0
FIGURE 10.1
TV. D194-1E11
_am
SH HBE S IIMRAM IEIWDII
TRINDZONE 9
(20 P3F ROO
10 P5F D.L.
%_51- 1$.41,(— 10, 23
NOTES:
1. SEE AD-TaWeJ FOR SPACK TAM
� IF
'QA
�
... �...
APPROVED BY
2
SEE AD-1D-M FOR OUANTY OF LCINGIU AL TE-001IN S1R/PS REOURFD.
;GfGP
r
N
3.
SEE OTHER DETAILS FOR a6GwG 6E1e] QUMnTY AID OTHER REGIRDENTS
! r
4.
SEE FULL ADODOLM FOR ADGTMNAL RECOREMENTS
�, Q
5.
ZONE 2/7K V. 31' MANMUM HEIGHT
ZONE 2/01POSE V. 27' MANMM IDG1T
� �1,/•�u�
INC.
ZONE 3/01POSURE'C: 38MANM HMT
ZONE 3=FIE V. 3r !EIGHT
ORP.
y e+
FACTUREO HOME OMEfEDERM.M
MABM
'REUi �N
lb%
CONSTRTICTIONANDSAFEIYSTANOAHUS
5
6.
ALL SWUM ARE RASED ON 20' ROOF ANGLE MAX.
'1111 t 2w`
JACOBSEN HOMES N°""�`
MW L, Pw MAID purse ARE
aRXaw. fRW1ETAA,, Awo oofLHILAE
P.O. BOX 368 MATBtlN3 OF A1COM UWACR11R9
NG SI H MANNU AIL F I M 10 1HE
SAFETY HARBOR, FLORIDA 34695 now M sqm RW043 Am MrM
PHONE (727) 726-1135 113T CDFXBMK MB SCSI Mr O MOE
M.T.
10.0 AND 10.1
AD-TD-0084
L4
57
ADDENDUMG�REs
108" HIGH SIDEWALL TIE -DOWN SPAING TABLES s�30A� Z,'ON
10•
ZONE II & III/EXP. C & D
LONGIT
INAL TIE -DOWN SPACING TABLE
(+�
NN1
I MIND ZONE I
WHO ZONE III
FLOOR
AID
man
YR OIY.
ANCHOR
t`Y•
WIDTH
A F D if
MMiE
EA DD OF
ANOE
OCIL
�U
r�
SECTION
ON 0
EA SECTION
LOL 0
26'-8'
1 3
47
3
53'
57
4
45'
VERTICAL TIE -DOWN / FRAME TIE -DOWN
SPACING TABLE
MIN.
MAX.
WIND ZONE I
W01D ZONE I
FLOOR
MOTH
OYFRHANG
SPAM
Lm
mm AN"
SPACING
OBL W
ANCHOR AMU
26'-8'
6'
6'-8'
31501
40'-50'
y
3150j
40'-50'
30'-8'
6'
6'-8'
31501
40'--50'
54
1 3150j
40'-50'
LONG1TUbINAL
TIE -DOWN SPACING TABLE
MN..
j WWD ZONE A
WIND ZONE IN
FLOOR
CITY.
OF
ANCHOR
ALOE
MR OTY.
EA 00 OF
man
NAME
O
MOTHSE
SIM
CTION
IN 0
EA SECTION
LR B
4
41'
4
52'
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MOL
MAX.
MOLD ZONE N
WIND ZK III
FLOOR
MOrd
WE
OVERHANG
SPAM
�LOAD�
ANHOR NNUE
SPAW
�
MMNOL ANGLE
26'-8'
6'
5-4'
3150j
40'-50'
4'4
3150j
4R-45'
30'-8'
6'
5'-4'
3150
40'-50'
4'-0'
31501
4(r 45-
1MNDZONE NI
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CALM C5 (/—I,/.ol— t9i 23
11411/,, v
t'I,,1i
t
NOTES:
EN 1L•...,:..:..''i.:
�oG�ws►Flcq
DATA APPROVAL
1. SEE FULL AODDNNNi FOR A01101AL REOURMENTS.
F..y
APPROVED BY
r No. 0045484 �
u
2 SEE AD-TD-0061 FOR MAWN1 PIER HIM REQUIRED FOR THE LOADS
TABULATED ABOVE
40 •�,`
�r `'V
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFEFf STANDARDS
,ERED
JUL 2 9 ?004
JACOBSEN HOMES
NOTICE DRAWN
m*sEVIEMCARMAMAW=AE
ID
BY: -
M.T.
DATE
07-20-04
REV. LETTER
P. X 368
MGINN. PKPFKrMY.. AD OCIDQMAL DRAING
WTERVU OF AOOM MAM FACRIM
NC SUCH WATQIAS MEPFRAND A IE
011E
108' HIGH 51DEWALL SPACING TABLES
SAFETY HARR BOR,
HARBOR,FLORMRIIA 34695
PHONE (727) 726-1138
NOW FOR VWM RIPO0 NO mW E OINOM DRAWNG
TEAT QI,I[RHRPL NO FACT NOR
NUN TIER,
AD-TD-0083
ROOF VENTING
1YP. 1CO SO ItCUTOUTS FOR
YENTAATON a ROOF STCTOH
;^
Y_ ISE[ OURT FOR REC IREMENTS)
100 S0 1N CUTOUT
IN CUTOUT
VENT HOLD
VENT HOLES
REQUIRED IN FLAT ROOF
SECTION
SECTION
0
(1601 x 5[CigN ILTCiH
OUIOVi NOES
0 i0 15-6"
IS'-6" TO 31'-r
1
2
31- TO46-TO"
3
46'-10' TO 6 -6
4
6 -e TO fir -Or
5
CENTERMARRLACE WALLS
FLAT SECTION OF ;66
6 I
Y_Y
Y
3
2
W
i
1
1
I
1
I
1
MARRIAGE WALLS
I
LOW VENT LOW VENT
�I
I
1
i •50 SO. IN, VENTS REQUIRED
1
I
0 HIGH WNT IN SITE INSTALI RD TRUSS SECTION
1
I CENTER LIE If CENTER SECTION
aa.+
I �
p; N
Y I w AI m W DAAIIAO KNrs u I
NI
SB 1->I TIP. 50 S0. N RODE VENTS •0 LOW VENT (SEE CHART FOR REOUREMENTS) 1 Y
MARRIAGE WALLS L011 VENT 11
1 I^
SITE INSTALLED CENTER SECTION OF ROOF.
INd1 I scI "Ilk
mm IOR:
LOB WM
ID A'-!
NOE
ux
- •-
I
NOW
«- D i
T
I TA SO[
A -
7
7 CA SD[
A PROVED BY
ju% 10 28
INC
RELNUFALTURED HOME.-___
NOTICE [0RAMH[UNUWEKk4
RAWN T: DATE: HEY. LETTER
JACOBSEN HOMES TIM 4SOCATOG AND 6RAI AIE R.R. 01-22-04
OADNA. PROPREIARI. AND Cd/D[MAA RAWINRO:
wwIlks OF AICOISEN NAIANACIUIING
T- P.Q. R. FLORIDAIt SUM NAIrnAs AE,A� 10 IK ROOF VENTING
SAFELY HARBOR, ONI34695 A[OFDI1 FOR SIM Furpm AID NIT E
PHONE (727) 726-1138 10, CWM,4 Me WWI Q OHIQS AD-PR-7006
56
PITCHED ROOF EXTENDED VENTS
ADDENDUM
SIX INSTALLED VENT CAP OR SOLAR TUBE
VENT CAr
(OR SOLAR
SITE INSTA!:z
SITE INSTALLED VENT CAP
(SEE
\ /SITSECTIONLOF ROGER
� EXTEND FLEX DUCT 3" ABOVE RAFTER SHEATHING
—FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TIP. CONNECTION TO VENT CEILING PANEL
FAN, SOLAR TUBE, OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(ExTEND 3' ABOVE ROOF)
(SEE DETAIL 'B)
FACTORY INSTALLED FLAT CENTER SECTION
:XHAUST DUCT SPLIT
AND FASTENED TO ROOF
)ECKING OR BACKER
MTH MIN. 4— BD NAILS
N LIEU OF FASTENING
)UCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
`SHEET METAL
SCREW
_EX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND
HOLE CUT N ROOF DECKING
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALLMNUM TAPE AS SHOWN N THE DETAIL ABOVE.
5, SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH
APPROVED GLUE.
JACOBSEN HOMES
Nonce
THEY sTEcrrAroxs AND MMwAs ARE
aIRo+4LPRJACOBS ANDIAN
W. OF IAFCTACAO NG
„ P.O. BOX 36B
SUCH WS ARE PROVIDE THE
SAFETY HARBOR. FLORIDA 34695
KCHENI Tq SPECIFIC INVOB MONO AS] R
PHONE (727) 726-113B
KEPT CWtERW AID SECRET NEN CUM
26
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
VENT PIPE
(SITE INSTALLED)
'COUPLER
(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B'
BY
JUN 10 '
INC.
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OITSET SECTION)
SHOWING TIE -DOWN SPACINGS
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR TYPj%%> STR„
NOTES: ENOKETjC
I. SEE AD-TV-ODBO FOR SPACING TABLES (OFFSET SECTION ONLY). '•ems NO. F�
2. SEE AD-TD-DOBO FOR OUANITY OF LONOTUDI& TIE -DORM STRAPS REOOREO. a ,r 910334
(OFFSET SECTION ONLY)��.,
3. SEE OTHER DETAILS FDR BLOCKING (PIER) QUANTITY AND DINER REQUIREMENTS. w A STATE OF
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIRENEHTS. E a A ' J.
DA' REY. LETTER; JACOBSEN HOMES NOTICE:
R.R. O1-23-04 TREY WEUIMXTAR7umis ANTI OWIDERAwas ARE
gIDIXAL POF JACOBSEN
AND MANUFACTURING
_ P.O. Box 368 MA1LnALs o� ucoagN MNISAcnA6xc
ED ROOF EXTENDED VENTS , SAFETY HARBOR, FLORIDA 34695 INC. 91p1 MAkAWS ARE PROINDED TO ra
PHONE (727) 726-1138 RRRDHRK001WL"SEQKI I`RCV OTI S
AD-PR-7007
55
EE(cl
-su- I6.Gi-ld.F�
i
SECTION
MY is
TIOP! Fh{7 SAFETY 5 T� :U.;n':S
5-9-01
FIG. 12.0
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE—DOYN SPACINGS
Q
IAe2I■=IF
�I 1
=iMIN
_
~IPIA,
ld
N11�i�111e� �
I�;�
IeNeN�leleleNe� �le� 1T�
•r I � na
a i
•r i u n� •r l u i •r i" n l
FIGURE 11.0
M )'( M 4.,0 FOR EMUS 7(6-DOIN MMD
SECTION(S)
EDOWNS
5 FOR I
war
(TABES ON AD-ID-OOAO RUE APPLY
m WETE STAIDARD MULTI -WOE SE GIOI
O THE LINT -SEE WE L AD-11-Ml
TIP. ROOT SYSRM,
TIP.
" •— NOiUK—' R IF' NON ARGUE NIm mu—! 4
ANGLEFIGURE 11.1 -�>�. ��>u ��• �1€f• c�L<<
su- /b.o1- II;( a) FIGURE 11.2 C�-g°
SIX PIDUBB Qe FDR A11D11(At611B DOTIN �. ?d roe 1 M102 flBrD01N M61T(On
TL2mi Ntv O
I� DAPIA APPROVAL; -
I. SEE Ao-7D-00e0 FOR sPAONc rABLEs (OFFSET SECTION aa4 INC. 4�jy�ew PPROVED BY
2. SEE AD-ID-OOBD FOR QUANTY OF LONOTUOK TIEDOYM STRAPS REQUIRED. : • G��
(OFFSET SECTION ONLY) O.OD45aU
1 20
�
3. SEE OTHER oETAES FLIN BLopIING (PER) WANTrr AM OTHER REauM7dFxR5. �
4. SEE AD-ID-0001 FOR AmBoNAL RE%vaaNTS. ..�.� QFd,
5. ZONE ' 2/ExP0S1EE 'C': 4e' MAXIMUM NEW i
ZONE 2/EXPOSURE V: 40' MAXIMUM HOW-3V FOR 1Y-D' WINE UNITS 9�''.. Ai .. p. �: yt ERAL NUFACTURED HOME
ZONE 3/DPOSURE'C: 4e' MAXIMUM HEIGHT ••.. v{T49 �� �• TRUCTIONAND SAFETY STANDAROS
ZONE 3 'D% 40' MAMA tE10R
JACOBSEN HOMES
N07RC& /' ,A
11EQ91EOYICATIV21L.MAIMNSARE
: ARIANN -
• K.T.
DALE:
6-8-04
REV. LEFHER:
Box 368
OPoNi1R, IilOPWEGRY, AND COIFl 'm
W1IEOR OF YAMIFACRMNG
OF JALS
DRAYMNG "TIE
FIG.
�.D, ).) 8T ) ).2
/Y
[IwoP.O.
SAFETY HARBOR, FLORIDA 34695
MA YIAL
MATERIALSARE
ARE PROYOLD N TINE
IErBpT FOR LvEDNIC ROW AND MIST BE
i
//�Y
DRAMHC NUMBER;
PHONE (727) 726-1138
IEPT O MOBNOAL AND 9M FROM ODEAS
AD—TO-0081
.
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FIELD INSTALLED 15# FELT MIN. INSTALLED OVER THE
FACTORY INSTALLED UNDERLAWENT W11H A 6' MIN
OVERLAP AND A MIN. 6' NDTH OF ROOF CEMENT..
15/ FELT TO HAVE A V LIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND
AND A MIN, 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDEIEAttAENT AND
THIS ALSO APPLIES TO ENDLAP SEMIS. PERIMETER OF ROOF.
I C
FIELD INSTALLED ROOF SHEATHING (TR.)
6' VADTH OF ROOF CEMENT WHEN
I 1 I I I I 1 OPTIONAL 15e FELT IS INSTALLED.
r�
i I i I i I I
j
-T OPTIONAL LAYER OF 151 FELT
,
I
I; I ; I; I f
� l i l l ; I i l ( I; 1 1
,
ONE-PIECE 9IRiE
UNDE%ATMENT
ROOF 9EAIHNG (1W.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAYMENT HAS BEEN INSTALLED,
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM (IF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECIDING FOR UNDERLAYEENT OVER
LAP OF C MINIMUM.
1/2' 1/Y
TO TO
3' P
n
FASTENING DETATI.
1TINDZlkAE I
(110 MPH)
ALL EXPOSURES
NOTES:
04GFM APPROVAL:
DAPIA APPROVAL
1. CEMENTING OF OPTIONAL I5# FELT IS NOT REQUIRED IN ANY AREA
APPROVED BY
EXCEPT WHERE NOTED.
Revised
ON
2. FASTENING OF OPTIONAL 15# FELT IS NOT REQUIRED. (FASTENERS APPUED
ct 29,2007
(INC..;Ohl
A
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED•)
L Y V
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
Dag Inc.
K 9 En TI iGF '
TDOw MA KMD SAFETY xDAPen ST
NSTwrnox "xANDARDs
ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED.
JACOBSEN HOMES
DEY9EIi1GNiMOMS=DRAM ARE
DRAWN BY. O.A.
DATE- m-2a-o7
�'""°`
_
P.O. BOX 368
DOCNAL PROPRIETARY, AND OOHOFIm1L
MAMMALS OF dACOBgiN YNIIffACMdI'
Mt SM MATOENS ANE PRDIOFD m DE
DRAWING TITLE:
SITE INSTALLED SHNDLE AND UNDER AYMENT
SAFETY HARBOR. FLOFODA 3095
PHONE (613) 726-1136
MOPE/IT FCR gYWCRT1gI5 Alp Y,gTg
KFM mIEMENDAL NO MIST Ra DnIS
DRAWING NUMBER
AD-PR-7006
54
TYPICAL FLASHING INSTALLATION
ROOFING TAIL UNDER
NAILING FLANGE AT
ALL FASTENERS
TYPICAL SHINGLE ROOF
cc „'
v'
ROOFING TAR APPLIED OVER
TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING.
.105- X 1' MINIMUM ROOFING NAILS
OR .113" % 1- MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING 70 ROOF,
COVER ANY ROOF VENT FLANGE BY SECURING
THE SHINGLE TO THE FLANGE AREA MATH ROOF-
ONG MAS71C (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. MATH NAILER
FLANGE. SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES. MAIN 80770M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WAIN SHINGLE TABS
SECURED MATH AN APPROVED CAULK).
TUBE SUPPLIED
-
SOLAR TUBE MAN. ,
NOTES
DMA 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
ITPINC.
FEDEI
AL MANUFACTURED HOME
CONS
RUCTION AND SAFETY STANDARDS
JACOBSEN HOMES
NOTICE
ESCSPECIPICATIMAND DRAW" AK
DRAMM BY:
M.T.
DAIL•
02-04-04
REV. LETTER
DRAITIIG nlle
OA*M MIWIMIAAT, AMP W 11&1411A
P.O. BOX 3168
„
MAIIT6N5 OF JACOB" M~ACTUIIMF.
NG 9R11 IMTEBAS AI[ PROD TO llE
TYP. FLASHING INSTALLATION
—
DRAMNG NUMBER
SAFETY HARBOR, ROIWA 34695
RCOMT FIR SPEOIt RRtt66 AO MI E
PHONE (813) 726-1138
KM COWUM IAL AO SEO[I rnpl ODICK
AD-PR-7009
ADDENDUM
OFFSET
UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
11 I
LONGITUDINAL TIE -DOWN
SPACING TABLE
(+�
MIN.
WIND ZONE I
WIND ZONE N
FLOOR
MR. en
ARM
ux on.
mom
MOTH
EA EID OF
MME
E k END OF
AMCE
v
EA SECTION
MR. a
FA SECTION
MR. e
12'-O'
3
4r
3
61'
1Yo
13'-4'
2
54'
3
41'
154
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WAD ZONE I
WIND ZONE I
SPACING
NIL
ANCHOR ANGLE
SPACO
�
ANCHOR ARGUE
WIDIOII
OVERHANG EAW
12'-0'
12'
5'-0'
31501
44T
4'-0'
31501
39,
13'-4'
12'
5'-0'
31501
4P
4'-0'
3000+
40'
I54
12'
1 5'-0'
31501
43'
4'-0'
3000 f
4T
LONGITUDINAL TIE —DOWN
SPACING TABLE
MIN.
WIND ZONE I
WIND ZONE NI
NIL Ott.
ANCHOR
IN OTC
ANCHOR
v
FLOOR
MDTM
EA END OF
EA sEctlBx
RICE
MR.a
EA END OF
FA sEcaox
R. UE
wL e
U
12'-0"
4
45'
4
60'
13'-4'
3
45'
3
60'
154 1
3
1 45'
1 3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE I
WA ZONE n
SPAM
LOAD
ARM ARCS
SPACING
In
mom RICE
WIN
OVERHANG
12'-0'
12'
4'-0'
31501
40'
S-T
30001
36'
IS-4'
12'
4'-0'
30651
41'
3'-0'
3000i
39'
15-4'
12'
4'-0'
30651
43'
3'-O'
=I
41'
NOTES:
iE6f .talcs. C-$D- /R6 FOR- /6 "' OLrnW A,I'jRpY►tM 180, AFf. cAtcs Q- U- 17'e -
C • DOpQ,l�d�
I %.
L OFFSET SECTION WIN THE MANAGE LIE WALL EXTENDING BEYOND THE ODWAL OF M♦1••CJ`
THE ADJACENT SECTOR MUST BE RED DOM AT THE MANAGE NNE IN ACCODMNCE Y�'T'Flcgr •�
p�' A D BY
�.• : .�y
NTH THE TABLES WE. TIE SOEWAIL WE AND THE ADJACENT SECIION(S) ARE TO
BE TO DORM N ACCORDANCE MINTHENORMAL PACING TABLES (SEE AD-lD-0010 '
JUN �
FOR 1Y-W
III IS-4- WDE% AND AD-TD-0070 FOR 15-4' WOES}
*
2. SEE AD-TD001 -0FOR ADOSIDNAL REWREMENT
y
A ' 14 ♦
INC.
♦
1SEE -TD IOMI -ooel FOR uANA PEHEIGHT OHt REQUIRED FOR THE LOADS TABULATED •••ABOVE.;�ORIOP•• y`44Q:♦ EDEIAI
' �1
MAIUFAC111RED HONE
JACOBSEN HOMES
mxSPTiLFIOAiNnd�ORA ► L , all ••AI.T. DAZE s—s—oa '
7'�
P.Q. Box 36B
alum PROPRIETARY. AIO d1AWNG TITLE:
MATDWOF'OZOMMAUF OFFSET SPACING TABLES
W
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 720-1138
RIG BOW MAIFR4ALS AE
IE0181T FOR 9M PIN'06i4 DUV NG MABEk
IaPr aMMDIRA Ao mrAD AD-TD-0080
28
ADDENDUM
TYPICAL SIDE ELEVATION
SHOWING TiE-DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TiEDOWNS
TIE -DOWN SYSTEM
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE TIE-DOIN REIITOD
TIP. ILOM
SEE NOTE 5 FOR
NA) WN NOWT
ANDIW yr, µQME
ET ANION FEAR
BF „IM ((,pi FIGURE 10, 3
SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN METHOD
1. SEE AD-TD-0072 FOR SPACING TABLES AND NOTES.
2. SEE AD-TD-0072 FOR OUANITY OF LaNaNpAL TIE -DOWN STRAPS REOURED.
1 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FULL ADDEE D!! M FOR ADDITIONAL REQUIREMENTS,
5. ZONE 2/EIPOSIIRE'V. 56' MAXIMUM HEIGHT
ZONE 2/1EPOSIRRE'D': 56' MAXILMAR H0mT
ZONE 3/0FOSURE 'C: 56' MAXIMUM HEIGHT
ZONE 3/EPOSLINE V,. 56' MA70MUM HEIGHT
C u9 - 92. al - 72.
G�' ..*0STE.9 • ��!
:'AEA No. F0 %
910334
�'•• STATE OF iW
WINOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
N
rpmeLNG
msnRR+DNw�DRMwas""
,Am :i 4 04
JACOBSEN HOMES THESE SPEaFICAnOONs'AANDD DRAW SAKE ET.,
.T. DAh' 3-i-99REV.'EORIMAL PROPRIETARY. AND GCNIOENnAL DRP.O. BOX 368 °"i�'�5 j'LD�M MA,,) ORWOGURES 10.Z AND 10.3
IN—
SAFETY HARBOR, FLORIDA 34695 ST HM"� LS RK AK ,,,D IQ �
PHONE (727) 726-1138 Ia:P, DONRpDlD,1L µD qy m1tM DRAWWG NUMBER
AD-TD-0073
ADDENDUM
GENERAL NOTES / TIE-DOIGNS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE TFE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
3, VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME DE-MY,NS *01 A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. WHEN ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED N THE TABLE(S), A STABILIZER PLATE MUST BE NSTALLED
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME DE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SLPPL'ED BY OTHERS).
5 VERTICAL DE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND FRAME TIES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. STM ANCHORING EQUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 Oz. OF
ZINC CDATNG PER SQUARE FOOT OF STEEL
B. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI-INDE UNITS W/ 90' SIDEW'ALL 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, 6, 7 AND 16.
IQ. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TiP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TCP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
I'. ANCHORS SHOULD BE CERDNED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL DE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AND TYPE OF SOIL IN
WHICH THE ANCHOR IS TO BE INSTALLED,
11 GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST UNE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROMDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. ANCHORNG EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGNEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
OAD OF ETER. VALUES IN THE TABLES ARE DESIGN LOAD VALUE.
16. AMAXIMUM 7OFTTWO LONGITUDNAL ➢E1 DESIGN - DOWN STRAPS WHICHEVER IS MAYABE INSTALLED AT A SINGLE CROSS -MEMBER LOCATIONS
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REWIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS-MEBER
TO 18. ALL FIGURES (DETAILS) SHOWNCH IT IS ATTACHED ENOTE I IN THIS SECTION ARE TYPCALS ONLY. REFER TO THE APPROPRIATE 6) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER UTABLES SFOR
THE REQUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCK94G REQUIREMENTS. ALL BLOCKING DETAILS
CONTAINED INTHIN THIS MANUAL ARE APPUCABLE FOR ALL ZONES AND ALL EXPOSURES
O S: ENGINEER`A I//DAPIA APPROVAL'�C): •;`G:Fiy
THESE NOTES AND DETAILS ARE APPLICABLE ROVED BY A,
WIP No. 15TE19 O'•:
FOR ND ZONE lI ANDTOR WIND ZONE III. THEY s i ENEW03571 s ,RUN 1 5 1ST ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE 'D'. SEE APPROPRIATE TABLES t
FOR SPECIFIC INFORMATION ON EACH. INC
TAT
:, per.,./�6/4r%�,:'���iYs No�vrt„�s.Drw
JACOBSEN NOTICE AAiA� HIII IitT TINY DATE: REV. lC 7ER
HOMES MW L PROP TIMSETAR AD DRAWNGS ARE C.L.Y. 5-19-95
.: CIAUU AL POFJACNIY, AND C(+010QIHAL DRAMNG RIM A
P.O. BOX FLORIDA
MAILRIALS OF M&S mN YNAIFACILIDNG TD-GENERAL NOTES
SAFETY XARBOR, F 26- 34695 Fl iNT uM7RI _ ARE PR _ io me
PHONE (813) 726-me aid, Ftl1 x Res ND Mm a DRAMNG WVSCR:
TEAL COMTpRN NO 40Sf no, ODARS AD-TD-DDD1
52
29
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES Sss �lc�R;
ZONE II & III/EXP. C & D
LONGITUDINAL T[E-DOWN SPACING TABLE
MIN.
WAND ZONE II
WIND ZONE III
FLOOR
UK OtY.
ANCHOR
MIN. DIY.
ANCHOR
^A
W1GTH
EA ENO OF
AN
EA END C
ANOE
0 v
EA SECTION
YIN.. B
FA 3LtgN
MIN. B
2'-0'
2
6'
2
45'
24'-0'
2
4 6'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE I
WIND ZONE III
gAOND
DEL HEAD
ANCHOR ANGLE
PACING
DBL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
5-0'
31501
40'-50'
6'-8'
3150p
40'-50'
24'-0'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
254
12'
8'-0.
31501
40'-50'
6'4
31508
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
V-8'
3150i
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
An
MIN.
WAND ZONE II
VAND ZONE III
FLOOR
OTY.ANCHOR
EA. END O
ANGLE
EA. END OF
ANCHOR
ANGLE
WIDTH
EA SECTION
YIN. B
FA SECTION
MIN. B
20'-
2
50'
2
68'
24'-V0'
2
70'
3
50'
254
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
VAND ZONE R
SPACING
Da. HEAD
ODANCHOR
ANGLE
SPACING
DBL HEAD
AHtl ON ANGLE
FLOCK
EAVE
WIDTH
OVERHANG
LOAD
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31501
4T-50'
24'-0'
12'
5'-4'
315D;
40'-50'
4'-0'
3150y
40-50'
25-4'
12'
S-4
31501
4T-50'
4'-0'
31501
40'-50'
26'-8'
12'
54
31501
40'-50' „11
❑Imo '-0'
3150#
40'-50'
NOTES,
ENONEEA` Q i
`� .......,
O P A APPROVAL
1. SEE AD fDR ADDITIONAL REWWEMENIS.;'QF'
N0.
APP ROVED BYE
2. SEE AO-TO-0011 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED AeoAE. -
_ ENEB
_
,JUN 1 5
.: _
%��.c`�.• :jY;r
INC
a��`�
'. •., DIAA �\ ``
nxzu uAwrmvaNae
wsRmo,.,Dwmswam
NAL
JACOBSEN HOMES
NOTICE:
THESE SPEOnwoRsMDDRAWNGSARE I
ICUNNO..
C.L.Y.
DATE:
5-30-95
REV. IETIER:
DRANHG ntLE: NORM. SPACING TABLES
a
P.O. BOX 768
MORN, PROR ETMY, MD aJNf10DnM1
MATERIALS OF JACOBSEN MANJTAOILPoNO
A
SAFETY HARBOR. FLORIDA 34695
Rc SUCH YATTI MJ.S ARE FRONDED TO THE
RE T Fat S C X RnP095 ANI t BE
f raana AND SCOUT IR01 OTHERS
DRAWING NUMBER:
AD-TD-0010
PHONE (B13) 726-1138
N
ADDENDUM
�1G�R�s
NORMAL TIE -DOWN SPACING TABLES Ott & 1� 3
ZONE 11 & III/EXP. C & D
i
LONGITUDINAL TIE -DOWN SPACING TABLE
(�1
MIN.
NAND ZONE D
WIND ZONE DI
N6C CITYF
ANM
MIK °TY.
MOTOR
FLOOR
V40TH
EA END O
ANGLE
EA DO OF
10
EA SECTION
111X B
EA SECTION!
1DINL B
154
3
45
3
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE It
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DBi HEAD
moo WE
SPACING
� AD
ANCHOR A)ROLE
LOAD
15'-4'
6• EACH SIDE
1 6'-10'
3150g
40-46
5'-v
31501
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
VAND ZONE II
WAND ZONE III
FLOOR
ANCHOR
Ott.
ANCHOR
CA v
WIDTH
A DOTY.O
EA CND OF
A.
EA CM OF
^oa
Y
EA SECTION
YI3 B
MIN.
CA SECTION
IN.
MIN. B
15'-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAK
WIND ZOJE I
WIND ZONE III
FLOOR
WADTH
SAVE
OVERHANG
SPACING
Dill. H¢AD
ANm ANGLE
SPAONG
D9OAD
ANCHOR ARGUE
IV-IV6'
EACH SIDE
4'-6'
31m
42-50
4'-O'
31501
44-50
VANDZONE NI
(110 MPH)
20 PSF ROOF
10 PSF D.E.
REF. CALM Gw'A
uuum
NOTES:
ENC; P�OV rll i,��,''
DAPu APPROVALM�
1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS.
��
�` '\STE
' VQ4r�(O No.RFo'•.
APPROVED BY
2. SEE AD-TD-00)J FOR MAgLNM PIER HEIGHTS REWIRED FOR THE LOADS
TABULATED ABOVE
91033A4
J. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDCW'A11 NOT FRONT OR REAR.
' L+•
A S ?Aa,;.
INC.
4, ABOVE TABLES APPLY TO IB/' FLOOR WIDTHS
DTHS WITH 95 I/2'
� '� '• �
�'q OF. P'
1-BEAN SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UHT).
••, Q \������
JACOBSEN HOMES
N0T1 'III
THESE CEO ETAR AND dtAWND$ ARE
LD BY:
M.T.
DAIS
2-8-99
PEN. FETTER
,I.
P.O. BOX
YA1TRiµ9
JAZIR L PRFJACOBS. a CO ACTUR KG
AAC084R uMMFOOTMRixG
DRAWING TITLE:
NORM. SPACING TABLES
SAFETY HARBOR, 26-11 34695
FLORIDA
PHONE ()27) 726-1138
A
HiC 91CH YAI°IIN$ ARC PROYD[D iD 1NE
REmTwT Eat sa[Onc PMRPoSES AJa WN eE
IIPT
DRAWING NUMBER
aanKNDN AND SOME I mw DEICES
AD-TD-0072
30
51
ADDENDUM
TYPICAL SIDE ELEVADON
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
TIE -DOWN SYSTEM
FIGURE 10.0
SEE 11GURE ZO FUR AL7'DOAIE 79-Dow ID.TROD
SHOWING TIEDOWNS T IR FLOOR SYSTEM TIP. QNSS E
CHASSIS
I
ANCHOR AW ANm
SH At =HEAD
OF%r((LYPl FIGURE 10.1
SEE FIGURE 5.0 FUR ALIPRRA7E 719-DOWN YEIROD
NOTF4•
1. SEE AD-TD-OD70 FOR SPACING TABLES
Z SEE AO-ID-0070 FOR OMANITY OF LONMUNAL TE-DOWN STRAPS REOURED.
3. SEE OTHER DETAILS FOR BLOCRNG (PER) QUANTITY AND OTHER REQUIREMENTS
4. SEE FURL ADDENDUM FOR ADDNIONAL REQUREME NM
S. ZONE 2A POSURE V. 56- MAIOMUM HEIGHT
ZOE 2APORK V; 40' MAMMUM HEIGHT
ZONE 3/DPO9IRE V. 56' MAAMUM HEIGHT
ZONE 3/DPEISURE V. 40• MAUMUM HEIGHT
SEE NOTES FOR
MALonu lacer
VANOZONE ID
(110 MPH)
20 PSF ROOF
10 PSF D.L
wy. 9l, Gl•- 9/—//
awV�G�Eq'
910334
o STATECF:•A�T
�''9�'Ect.���DIA� aG��a✓
ADDENDUM vGm*
ALTERNATE TIE -DOWN SPACING TABLES 5�1,� k'1
ZONE II & M/EXP. C �,rtGQ
i
NGITUDINAL TIE -DOWN SPACING TABLE
WII� toNE R VND 7.(RIE 0
OWN E e aFA M= MR M FAsLI tNN 2 se 3 I
Arr
kj
(SEE NOTE 14 FOR ANM ANGLES)
VERTICAL TIE -DOWN / FRAIL TIE -MOWN SPACING TABLE
NIN. MAX RIND ZONE 11 WAD ZOIf 11
FLOOR SAVE � 1Ew 1�
WIDTH OVERHANG sPAGm� In ANOWR ANaE . SPAIN Alm maLOAD
(SEE NOTE /4 FOR ANCHOR ANGLES)
NOTES
1. SIX AD-TD-0001 FOR ADDITIONAL RFOMNa0T1S.
Z SEE AD-70-0011.1 FOR MAWN Pat HEIGHTS REQUIRED FOR TIE WADS
TAUIRAIED ABOW
1 7E-DOMN DESIOE ON IRS PAGE APPIICAISE 10 DOUBLE NOES ONLY.
4. SO ANCHOR MOLE SH INN N THE (HART ABOAE CANNOT E ACHIEVED,
INSTALLED AN APPROVED STAWLM PLATE
REF.CALC.
C-TD - 215.01- 215.20
APPROVED BY
'NTJuts 16,2009
AINC.
sHHwrnox Ax
FEDERAL w m "0 IRfuAfD
axly n srAxwwHx
N070 °R" REM. , DRAWNer °"'�
JACOBSEN HOMES AND DRA If TINS ARE M.T. °"" JACOBSEN HOMES Ak9E�NMMO RANDIBAIE u.t 06-04-09
A 3-i-99 OFAK �.,,� RCO"N au.
AND CONFMKFACU1LAL
ARY,COBS DRAWING TITLE: P.O. BOR me MAIEOWS OF AKCOM MAIWFACOMWO '
ACOBSEN HamIFAcluraAc OIG 51101 W7FNAIO AAL P140� m 11N fi LTERNATE SPACING TABLES
S ARE PROWDED 1O 11E FIGURES 10.0 AND 10.1 SAFELY HARBOR, F7-OINDA 34695 MS O RR �N AREM � MatM
W= RANGES NIO HEST BE DRAV� NUMBER: LL�LuPHONE (813) 726-1138 an m/p m MO mu FROM DRAWN MM�R
M s T FROM mxwS DD106 AD-jD-Q� 0.1
AD-TD-0071 -
11ESE
L. MOPAUONS
P.O. BOX 366
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
MATMA- OF
wlvaAu ff
M SUCH MATER
RC N FOR
�r cWMM
50
ADDENDUM
TIE —DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE -DOWN SPACINGS
"pal
�--
_
II i II •• i
TwIR'1}T�iIi�11
I I .. , I I .. ,
• i' II I I I
I I •• ,
•y I I I I I
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 1.0
SEE FIGURE ED FOR ALIENATE 11E-DOWN END
p pm
lap
P L ANDIOR ANGLE
FIGURE 1.1
SO FIGURE 5.0 FOR 000 M-DOME
NOT •
1. SEE AD-1D-0010 FCR SPACING TOM
2. SEE AD-M-OD10 FOR QUAFGTY OF LONGTUGAL TIE-DOVM STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLOCKING (TIER) QUANTITY AND OTHER REWIREMWTS.
4. SEE AD-TB-OODI FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE 'C: 60' MAXMUM HEIGHT
ZONE 2/ETPOSURE 'D': 44' MAXIMUM HEIGHT
ZONE 3/ED'09HRE'C: 40' MAXIMUM HEIGHT
ZONE 3/EXPOSURE V: 36' MAXIMUM NMI
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
ANCHOR ME --I '%
��.�G�ST EgFO F2
c No.
ENE6703571
NOTFCE
DIM SPEWMATIONS AND DRAWINGS ARE
MAWMLpANAWAWW SOW NATERMLS ARE PRORDm TO THE
DEOPFW 4ELiTG R16056 ND "T BE
RTPTFNT DOlipEililAL AxD SCOSf TRW OTHM
SEE HOE 5 FOR
WAN HUGH!
INC
Y. I 3-27-95
FIGURES 1.0 AND 1.1
— AD TD 0011
8
ADDENDUM v6� is
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1�
j LONGITUDINAL TIE -DOWN SPACING TABLE
(+� MIN. WND ZONE II WIND ZONE III
V FLOOR �R DTr. uaoF�R UIR CITY. u+am
EA END 1X ANGLE EA I D OF AxaE
WIDTH EL SECTM UK B EA. SECTICH 11L e
3 40 3 25
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN
SPACING TABLE
MIN.
MAY.
WND ZONE II
WND ZONE III
SPACING
a1010 u1D1x AM�E
�' HEAD ANaa ANGE
�Attxc LOAD
WIDTH
OVER ANG
in' -A'
S.
C-9'
31m 41-46
5-5' 31501 1 44-49
LONGITUDINAL TIE -DOWN
SPACING
TABLE
MIN.
VAND ZONE 0
WND ZONE DI
FLOOR
Hnl Ott.pCOR
EA END OFGLE
YRL Ott.
CITON
EA CFO OF
AMWIDTH
ANIIL
fU SECTIONL 0
CA
ION.30'-g'
442
4
2'
VERTICAL TIE -DOWN
/ FRAME TIE -DOWN
SPACING TABLE
MIN.
MAX
WND ZONE 0
WND ZONE 10
EAVE
SPACINGLOAD
HEAD
ANCHOR MOLE
SPACINGANONA ANGLE
11
WD1�H
OVERHANG
4'-6'
1 31501 1 46-50
31501 1 49-52
PINDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
GUFF- 1/4.19/1-
NOTES: a`, lyF �4DAPu MPR71V M/1R o
�•� (y�:\STEq' �! '-,, APPROVED 8Y 1. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREA1ENii : •Q4• No. F� •,• L
2. SEE AD-1D-0071 FOR MAXIMUM PIER HEIGHTS REWIRED FOR THE LOADS 910334
TABULATED ABOVEiN rp
. eee 7�
STATE OF A� INC.
••:C�, /SgiDi�Ay�:� nalwwwmwea[
.Pl.� !✓ oramclou�owmswnADs
JACOBSEN HOMES TggSPORATIWSNDGRRM.T.
Ac=RM, PROPPoTATOL-
DRAWING RILE:
MATERIAS OF .POOBSEN UPWACMRID NORM. SPACING TABLES
a
P.O. BOX 368 W_ 99H RATMUS ARE FRONDED 10 iNC
SAFETY HARBOR, FLORIOA 34695 REOREW FOT WE= RMVOit ANi YISi R CRAM NUMBER:
PHONE (727) 726-1138 REP, EaIno01DAE ARD 2D QOna¢ AD-TD-0070
4
aq
t
SEE DETAIL V
SEE DETAIL V
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 1B'
0 E
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 CLIP).
FRAME TIE -DOWN STRAP SHALL
COME OFF THE 'TOP' OF THE I -BEAM
PULL DOWN TIGHT TO
GROUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD—TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL MC'
THIS TYPE OF PROTECTION MAY BE USED FOR
PROTTRt�RNAP �A LONGITUDINAL TIE CONNECTIONS ALSO.
•AF''. DAPIA APPROVAL:
e o'.
910334 APPROVED BY03=
•:
STATE OF
'.�11 {'2n,..'�/T�\`Y/..�i✓I E®EML AWIDFACNRFD HOME
ME D AND "
�1�oTHERS
NOV 5) A 1998
JACOBSEN HOMES
NOTICE
YWSE
DRAWN BY:
M.T.
DATE;
RD. LETTER:
SPEORCAMON5 APB DRAWNLS ARE
PRO'PoE
11-18-98
\�
P.O. HARBOR,
SAFETY
MATON A,
OBS. AND CoRnmX.&FACTUMN.
NC
Hr O A7 aALS ARE OVUM TO THE
YA1p0NS ARE PROYLfO TO TFE
DNATWNG TIU:
MISC. TIE -DOWN
I�
1L--J�
NE(81 FLORIDA2634695
PHONE (813) 726-1138
T
KEPT Ep SPE=B s MD B TBE
DRAWING NUMBER:
AD-TD-0050
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
TYPICAL CROSS SECTION
SNOWING TIET)OWNS I I m. FLOOR
FIGURE 1.0 aosaea4EFGe�sA
w�e9% C DO�i
TrP.
• ANCHOR AMIAE (SEE 1QUE JI) MOM ANGLE (59 NOTE P)
FIGURE 1.1
(OM BASED ON 951/i I -BEAM CENTERS W 96' HIGH BAILS)
1. SEE D-TD-OMOA FOR SPACING TABLES.
2. SEE AD-7D-0010.1 FOR QUANTY OF LONCRUDIAL TE-00191 SWAPS IEOURED.
1 SEE MEN DETAILS FOR 9LOCA(ING (PER) QUANTITY AND OTHER RWREMFMS
4. SEE AD-70-OWL FOR ADDITIONAL REQUIREMENTS
S. ZONE 2/EOPOSURE'C: 67- MAXNUM HBGHT -
ZONE 3/ENPOSIIRE'C: TALE' MAXIMUM HSIGHT
6. WHEN ANCHOR ANGLE SHOWN ON AD-TD-0010.1 CANNOT BE AGOEVFD,
INSTALL AN APPROVED-STABLM PLATE
No a:_:: • 1
eRtvv;
SEE WE 5 FDA
wm mw
APPROVED BY
6.2009
FFfflAkN6
CONRT ONANDs WSTsMDWS
C-TD- 215,01-215.20
JACOBSEN HOMES 1J07�D& DRAWN BY DAIS REv. LETTER
TIRSE s�vlutt6xs Arm WIAYBImi ME M.T. 06-04-09
MORAL. PROPNEYAM, AND CONAXENOAL DRAMINO TITLE:
P.O. BOX 368 MAXIVAIS OF AIWBSBI MANFACRRRO FIGURES 1.0 AND 1.1
SAFETY HARBOR, FLORIDA 34695 W. SM MAIIRIAIS ARE rNEMW TO THE
ANiflif Fd Sf0 RIPBB NO YIAT E DRAWXG NUYBFk
PHONE (813) 726-1138 10PTLYNAENOALM U RW ODW AD—TD-0011.1
48
-242
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES S & 1•
ZONE 11 & III/EXP. C & D i
LONGITUDINAL TIE -DOWN SPACING TABLE
(+T
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
Y.O
FNacx
YIN. O Y
NCHOR
WDTH
A. E D
EA END
EA END OF
ANGLE
U
ON
EA S2CBa
IN.
YIN. 0
EA SECTION
IN.
WIN. B
12'-0'
2
43'
2
55'
ly0
2
50,
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACINGDBL
LOAD HEAD
ANCHOR ANGLE
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
13'-4'
6'
B'-0'
31501
40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE 11
WIND ZONE III .
MIN.
ANCHOR
D Y.O
AHam
v
FLOOR
S�'C;
'A j�
WIDTH
DOTY.O
EA END 6
AN.
k E a
EA
AN.
\
EA S:CIIEAY
YIN. D
EA gC110N
SEC
41N. B
12'-0'
2
64'
J
47'
12'-0'
J
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
SPAONG7
DEL HEAD
mom ANGLE
SPACING
GH- READ
ANOIOR ANGLE
FLOOR
EAYE
WIDTH
OVERHANG
LOAD
LOAD
12'-0`
6'
5'-4'
31501
49-45'
4'-0'
31501
40'-50'
13'-4'
6'
5'-4•
31501
40'-50'
4'-0•
3150#
40'-50'
NOTES
ENpNF,% D� Iy
DA §A APPROVAL
1. SEE AD-ID-00D1 FOR ADDIRONAL REOUFEYaTi -
�c°0�•�G1STE,q F�F �'-
'''�
FO
APPROVED BYr
Q N0. �2
00o
I SEE AD-TD-0013 FOR NAXUW PIER MOOTS REOUIRED FOR THE LOADS
TABULATED ABOVE.
ENES703571 =_
AIiI 1 5
N A
3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SDEWALL NOT FRONT OR FEAR.
' *
INC
4. ABOVE TABLES APPLY TO 160• FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2•
STATE P C
'. AA/`�
�iC`''• ^.
nxAN uwunumroc
f0310.:.Ah NO W{il3il/pYR
I -BEAU SPACING, 96' MAXIYW SDEWALL HEIGHT AND 6• MAXIMUM SIDE
NAIL EACH SIDE OF UNIT).
o F •tiOIAN.• ���.�
••
OVERHANG (6' O.DdWHG
i�� ,J' .• C3 ``�
JACOBSEN HOMES
NOTICE: ///HT,
THESE SPEORGIIONS ONO ORAMNGS /RE
,LL(�TVa.
C.L.Y.
DATE: ;
5-30-95
REV. E ER:
DRAWNG TITLE
NORM, SPACING TABLES
.
P.O. BOX 368
MONO. PROPWEIARY, AND CCNF1001TML
MARTEN.$ D JAMSER MNIJFACIIPDNG
A
$AFEPHONER(11 3) FLORIDA95
26
PK S.KH MAT[ l S AK K WELD TO THE
� W SECIV �Yrs
pRAMNG NUMBER: AD-TD-0012
1138
i
�ogS ADDENDUM
�000# o ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 7.0
SEE FIGURE L3 FOR REOIOBNDED 7IE-DO1TN METHOD
MA NORa A F
uuonlu HEIGHT
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
ITEM USING THIS TM-DDIN CONFIGURATRIN A STYLE CREST PRODUCTS YODEL 57311 (TYPE 2 AUGER ANCHOR In A DESIGN IOAD (IONIZING LOAD) RATING Of
4,000 POUNDS AND AN ULTONTE LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQ ANCROR MEEEING TNN ABOVE SPECIFICATIONS MADE BY
AND= MANUFACTURER MAT BE USED IN LZU OF THE STUB CREST PRODUCTS ALBOR
1. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE OTHER DETAILS FOR BLOCNING (PIER) OUANTITY AND OTHER REWRENENTS.
3. FOR FIGURE 7.0 SEE ALTERNATE IIE-DOWN SPACING TABLES (AD-TD-0035).
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM HEIGHT
ZONE 2/EXPOSURE B': 28• MAXIMUM HEIGHT
ZONE 3/EXPOSURE'C': 28• MAXIMUM HEIGHT
ZONE 3/EXPOSURE '0. 2W MAXIMUM HEIGHT
5. SEE AD-TD-0035 FOR ADDITIONAL NOTES,
TICE
JACOBSEN HOMES D,E 61EC,,CA,NO0. ANO
MC NAL /ROPR[TMT, ANT
P.O. BOIL 368 MATERIALS OF JACOIIffJI M
RIC =H YATERMLS ARE PA
SAFETY HARBOR, RORIDA 34695 lOmw FEE:v mt RRPm
L MirPHONE (013) 726-1138 NPT CMDCNMI ND 20C
THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE 'D', HOWEVER. BY
INSTALLING THE FRAME DE -DOWN STRAPS AT THE 'OUTBOARD' I -REAM THE MAX
HEIGHT OFF IHE GROUND IS (FEATLY REDUCED. SEE OTHER DETAILS FOR IHE
RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOWNS
�F '
STf A,cO�7i '.
APPROVED BY
!
No. 0'•.""or
� 6
1
N A NC
sw.+..Iu.wwmv.nAa
/4 �44 `�
11 i1TRV `` C.L.Y.
DATE 5-30-95
REV. LETTER'
A.
CRANING TITLE FIG. 7.0
DRAWING NUMBER AD-TD-0041
■J
34
47
ALTERNATE TDDE�TDUM
E DO , SPACING TABLES 7 Q
�04�#
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
L (�t
MIN.
WIND ZONE II
WIND ZONE III
^ O v
FLOOR
WDTM
UK OTT.
EA END OF
FA gGRON
ANCHOR
ANGLE
MIN. 0
UK Orr.
EA END OF
EA SECTION
ANCHOR
ANGLE
MIN. B
1'-'
2
43'
2
55'
13'-4'
2
SO'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING Dft�
ANCHOR ANOE
SPACING
O LOAD
ANCHOR ANGLE
12'-0•
6•
4'-0• 1750'
20'
4'-0•
39001
22'
17-4'
6•
5'-4' 35501
1 25
5'-4'
39601
30'
THIS ALTERNATE
APPLICATION REQUIRES 4,000 POUND
ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
^ O v
MIN.
WIND ZONE II
WAND ZONE III
FLOOR
WIDTH
MIN. Dli.
EA END OF
EA 3Clrox
ANOWR
ARGUE
MR. a
YRE OTT.
u ENO 6
EA YClax
ANGNDR
ANGLE
UK 0
12'-0•
2
64'
3
1 47'
12'-0•
3
37'
4
33'
13'-4•
3
42'
13'-4'
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DEIL
LOAD ID
ANCHOR ANGLE
SPAONG
OBtOAADD�
ANDIOR ANGLE
12'-D
6'
4'-0*
39501
25'
2'-8•
39301
20'
6"
4'-0'
39601
25'
2'-8'
4DO01
30'
THIS ALTERNATE
APPLICATION REQUIRES,,,,4,Q00
POUND
ANCHORS
NOTES.
I. SEE AD-TD-OD01 FOR ADDITIONAL REOUVUENIi
2. AAA 6 FOR HAMM PIER HEIGHTS REMO FOR THE LOADS
1 MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALE NOT FRONT OR EEAR.
ENON`fBI `PReOF Ai�
O�`••'G\STEq ' O�?i'-',
F� •'
r eo N o. '
= ENES703571TABULC
- -
DAHA APPROVAL -
-APPROVED BY
4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR MOTHS MIN 95 I/2'
I -BEAN SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' NAXWUN SIDE
OVERHANG (5' OVOMANG MAX EACH SIDE OF UN111
=.9p •'•. / 6 9_` '•A4�:
' '� '•!VD `-. •' \� ���
;�'Fsts.... .....
INC
RRFR'AMM1lI(1M®,p� G
mawcuA,x4rAVFnluinm
JACOBSEN HOMES
P.O. BOA 368
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-116-i138
Nonce FAA
THLSE SPEOi1CAlICI15 AND NIR.IWNGS ARE
OMONA• PROPRIETARY. AND COH Mm
MATERIALS OF JACOBS N MANUFACTURING
9XN MAI ALS ARE FROM TO 7HE
lAIC aDIT FCRsFmC PI/6N10 AO "l R
NEPT COwn011IA Ao 9ASi MN OMM
piAlL ..
C.L.Y.
DATE
5=30-95
REV. LERER
/V
H
DRAWING ITLE:
ALT. SPACING TABLES
DRAWING NUMBER:
AD-TD-0040
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
=55rDJ"
=OIL,_9r/AIN
=%I1J1
/
p
1JJ=
AIL`
.rGwa'erjrw
R1I7i7'�'717T•SlATar�•�
FIGURE 1.2
SEE ?NURE R.0 FOR AW'MITE H8-D01R Y6FIIOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE IIDIE 5 FOR
NAVAW IOOIi
AIDE ANGLE
FIGURE 1.3
SEE FIGURE 7.0 FOR AIMITE Td-DDVI END
NOTES, ENGINEERWilloali'l,,
I. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES `�����,. ]`C'•;.DO��''�i�
2. SEE AD-TD-0012 FOR WAMn OF LONG1111pAL TIE -DOWN STRAPS IREGU RED. �O; '�GVSTEgF
3. SEE OTHER DETAILS FOR BLOCIONG (PIER) OUANTIn AND 07HER REOUIRE ENTS Q` No. O '•:
4. SEE AD-ID-ODUI FOR AGanGNAL REQUIREMENTS. FNFR7n4F71
5. ZONE 2/tFMRE 'C': 30• MAXRRUM MIGHT
ZONE 2/ET�05URE 'D': 4B' MAXMUM HEIGHT
L •�
ZONE 3/ElQ'OSURE 'C': 28' MAXIMUM MIMT
ZONE 3/EVOWRE '0': 60' MARIINM FEN,TFi
JACOBSEN HOMES
None
MCIN SPEONCA1IAN AHD
OMONA, AN
P.O. BOX
i OF VIIART,
OF L
L
SAFETY HARBOR,726-134695
FLORIDA
PHONE (81J) 726-1138
INC. IENT YA7EOR M ARE P
W- SUCH MATERIALS ARE
XEOMQR FlC URPM
_
IIPr COiR11LLTL uo scaX
IDERTM SEE
BYp '
JAN 9 f
INC
C.L.Y. I _ - 5-19-95 1
FIGURES 1.2 AND 1.3 A
R AD-TD-0013
46
iL�
TYPICAL SIDE ELEVATION
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
\\\\\\1111111111 q R1 (A,�i
�* PRDV/lt.. •. ^ ,, DAPIA APPROVAL:
ND •'CASTE 7F ., 2 APF ROVED BY
I. SEE AD-TD-DOIO FOR SPACNG TABLES E ':.F� NO' .•.
2 SEE AD-TD-0010 FOR OUAHOIY OF LONONOAL TIE-DOyN SWAPS REWIRED. EN[8703571 1 5
�• -
J. SEE OTHER DETAILS FOR 0.0CIGNG (RER) WNROtt AND O7HER REOUIREM[NTS - � INC
4. SEE AD-m WI
-0001 FOR ADDITIONAL REREMENTS // •�
W( HPU�t WMJKRH®X1E
' ;C'rF'�ND)AN�'V���� tuDTHcoINDvmTSWRn�es
NOTICE: unA" Mi:
C.L.Y.NUMEM
5-19-9
JACOBSEN HOMES
ORNIN!L PAOPd'C008S AXIS CONMWIDi DRAWING TITIF:
MNAJFACIDPoNO
THESE SPEOOGDMS ANO OAAW.N6 ARE �EAD-TD-004
E 2.0
P.O. BO% 368
� FLORIDA 34695
HARBONE
YATDANS fY JACOdSEN
INC SUCH YA1EkM5 ARE PROMRND TO THE
RECX,T Fak�E� W 5l OR
R.
Y
�PJ.9��5�
,jco. ADDENDUM
T� Q�c�oRS ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE M HOLE 5 FOR
YAl01I
AN "Off
ITABES W AD-ID-1102 ODE AMY
to mm STmvm mAII-M[C SEC1D6
OF THE VMT -SF ADIE L AD-TD-DD71)
TYP. FLOOR S1Sm1
ARM ANISE
IV.
AWE ANISE
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 11 FOR REDOWENDED TIE -DOWN METHOD SEE mm 12 FOR RECOMMM YE6-DON METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND fANCHO)RS
To /,ODONG THIS TE-DDIN PCUNDB AND AN ULCOiDU IAAO RATING 0 6,0(10 POUNDS MUST BE USED.1N OQ CREST PRODUCTS MODEL 57SHA��A9 R I�EEOtG THE ABOVE S�BCffIC NS�IlADE TING Of
ANOTHER MANUFACTURER MAY BE USED BOO LIEU OF THE STYLE CREST PRODUCTS ANCHOR,
NOTES: THE ALTERNATE TIE -DOWN METHODS SIOYN ABOVE ARE ACCEPTABLE FOR USE N
I. SEE AD-1D-0001 FOR AOdRONAI RFWREMCNIS ALL 7A1D ZONES AND N BOTH F7P051AE •C' AND E)PDSIRE V. HOWEVER. By
INSTATING THE FRARE DE-DOIN SWAPS AT UE •OUTBOARD• I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOOONG (PIER) OUANOTY AND OTHER RECLRREMENTS HEIGHT
OFFRECOMMENDED E ORODSWIS GREATLY RIMICED. SEE FOR INSTAL AYE TIE-DOWNSOTHRDETAILS FOR THE
3. FOR nGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-1D-0020)
4. FOR nGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-0010). ENONECR AAAAA� DAPIA APPROVAL:
(ALSO SEE AD-m-0020 AND AD•m-DOLT) ````��A 4 C. DpFpo,, PPROVED BY
5. ZONE 2/EXPOSURE •C•: 32• MAXIMUM HOORT 0 . • ....... • • ;tC,t, �y�
ZONE 2/UPOSURE 11. 24• MAJONUM HEIGHT : �.�Q�4 NO. F� S
ZONE 3/EIPOSURE C': 24• MAXIMUM HEIGHT ,UN 1 5 10
ZONE 3/EXPOSURE 'D•: 28• MAXUUM HFAORT E870INP INC
..+,nPIDInIF
s 9••• 9. W y.,i.:�a N-wrnTaNRNo
O • Syc,Jr(
NOTICE-` �AA�� \ DAM REV. LETTER:
JACOBSEN HOMES THESE SPEMIrATMSAND ONAIx NEJR10114111111 ` C.L.Y. 5-30-95
ARONN- PROPREIARY. AND RXCNDD AAL DRAWING RTLL•
P.O. BOX 368 MATERIALS OF JACOD9N MNVACILaIIG FIG. 6.0 & 6.1
m
NC SIGH MATERIALS ARE PRWOED TO THE
SAFETY HARBOR FLORIDA 34695 POPISH FOR 4[O1C H/7CSS NO MSI IFDRAWING MIMBUt
PHONE (813) 726-113a IDPT COMODIIMI NO SECRET RAW ORO¢ AD—TD-DD33
f:: J
��Co '
KTryO � R ADDENDUM
.WS
" L"p0 FORS ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
6
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
A �v'
Hlry
WIND ZONE II
WIND ZONE III
FLOOR
1mDTH
MIR. OTY.
EA END OF
EA SECTION
ANCHOR
AN
YIN.. B
YIN. DIY.
EA END DE
EA gCIMA!
MOOR
ANON
NUN. B
(Q
Ulf.
��
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
42'
2
53'
to
P�
254
2
45'
2
58'
26'-8' 1
2
48'
1 3
370
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
VAND ZONE II
WIND ZONE III
SPADING
DEL NEAR
LOAD
ANCHOR
/N[HOR ANGLE
SPADING
HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0"
12'
4'-0'
40001
20'-30'
4'-0•
4000y
201-30'
25'-4'
12'
4'-0'
40001
20'-3T
4'-0'
4000y
29-30"
26'-8'
12'
4'-O'
4000/
20'-N
4'-0'
4000j
25-30"
LONGITUDINAL TIE -DOWN SPACING TABLE
L�
MIN.
WIND ZONE II
WHO ZONE III
YIN. OTT.
ANCHOR
WIN. OTY.
,ANCHOR
FLOOR
S
WIDTH
EA END OR
AN
EA END
ANGLE
�O
EA 3CilON
YIN. B
EA SECTOR
YIN. B
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
ill
�V
25'-4•
2
66'
3
48'
X-C
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DB HEAD
LOAD
ANCHOR ANGLE
FLOOR
W1D1H
EAVE
OVERHANG
20'-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
S-8'
40DOj
20'-30'
2'-B•
4000#
20'-30'
25'4
12•
4'-0'
40DOI
ZS7-30'
3'-2'
4000g
15t-30'
26'-80
12'
4'-0'
40DOI
25-30'
3'-2'
4000#
25'-30'
NOTES:
ENGNEER i1�1R II FEA/rr; '
OAPA APPROVAL-
C DO �'
' ... FpFr�
ppROVED BY
1. OFFSET SECTION MIN THE MARRIAGE LINE WALL WENDING BEYOND THE ENDWALL OF
THE ADJACENT SECDON MUST BE TIED DM
,o i
�
O .•' (j\$ T E/,
AT THE MARRIAGE LINE IN ACCORDANCE
WITH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
,:' Q- No. ECU'? /�
JUN 1
BE TIED DOWN IN ACCORDANCE WITH THE ALT. SPACING TABLES
_�
E rr-r H/
(AD-10-0030).
-
2. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS
- : yNOPINC
n1, . :: us7D,OR
. 3. SEE AD-TD-0033 FOR MAMIYUM PER HEIGHT RECURRED FOR THE LOADS TABULATED
�,
ABOVE.
i (•'• 7A ;. •t�• ,.
JACOBSEN HOMES
NOMCE'
THLBE SPEDIICAIMS WC DRAArN6'An
•nLTVV""° C.L.Y.
DALE. 5-30-95
REV.E TER
DRAWING FIRE:
ALT. SPACING TABLES
P.O. Box 368
MORAL PROPRETARY. AND RMM rMTML
MATERIALS OF JACOM MNAFACAMC
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
YIC SMCI MAWRWS AM PAOMOLD ID THE
REMW FOR SPECM 14,I1100 NO MT K
IVT COALDIRAL AND ROOT M 07IM
ORAWING NUMBER:
AD-TD-0032
ADDENDUM
ALTERNATE TIE-DO19 SYSTEM(S)
ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS
SIDE YEW OF MAIN FRAME
7-DOWN STNAP F
_
SCE OTHER DI
FOR TIC -DOWN STRAP
SPECIFICATIONS.
APPROVED ANCHOR VETOED TO
MAIN I -BEAR (SEE OTHER DETAILS
SEE AD-TD-020D FOR FOR WELDING) To BE INSTALLED
RADIUS CLIP DCTA:LS AT THE FACTORY.
(REWIRED MS LOCATION). (MN. 31501 WORAING IDESIGNI LOAD
Ax7 47251 LATMUTE LOAD.)
'• GROUND ANOKN _
SEE OTHER DETAILS FOR SIZE,
A.— AND OTIRR INSTALLATION NOTES.
SCUD HEADER (CROSSYEYBER)
SEE AB-TD-0200 FOR
RADIUS CUP DETAILS
(REQUIRED THIS LOGTON)L
SIDE YEW
1. $a LAD-TD-OCI° FOR SPACING TABLES
2. SEE AD-ID-0010 FOR OUANITY Or LONGTUDOL TIE -DOWN STRAPS KO URED.
I SEE OTHER DETAILS FOR BLOCKING (PER) QUANTITY MD OrOER REQUREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQAREMOM
FIGURE 2.1
FRONT VIEW C % 3/4' EA I R
- STRAP
FORCUT INTOP ATTACHMENT
. MUST BE LOCATED
MMN 5' OF MAIN
JTTACNRIU7T.
(FA
(FACTORY CUT)
CHASES I�EALL
SEE FOR
RADIUSUS UBCUP ' DETAILS
(REQUIRED THIS LOCATION)L
s MAIL .
TIE -DOWN STRAP
SEE onto DETAILS
FOR TIE-DO'Ak STRAP
SPECIFICATIONS.
GROUND ANOIOR'
SEE OTHER DETAILS FOR SIZE,
ANGLE ANO OTHER DSTA LATION NC-;,S.
FIGURE 2.2
C' RR {PPFovAL;; v I. - Z DAP:A APPROVAL
'O � STATER Lii- .. s •
A\CHOR BRgKCr AND TIE-DONN
DLti%ES ARE CERTIFIED BY DINERS
i:017Ce'`. CRAYRI BY. DATE. REV. LETTER:
hER 9EGHCA`OxS AN3 CRAWACS Am JACOBSEN HOMES C.L.Y. 6-13-95
MORAL Or
AN)NIAACTNiVl DRAWING BILL'
P.O. BOX 368 xxIERMu a AADDRRA MAMEAC7U01G FIGURES 2.1 & 2.2
SAFETY HARBOR, FLORIDA 34695 m MMr MArxiS'V'E PIIDVV7O170 IE
PHONE (813) 726-1138 FLTIRDIf >P[ K mac �11ro iaff mK DAAWINO 1RNB[IC AD-TD-0015
44 37 I
LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAN
/
TYPICAL LONGITUDINAL ANCHOR STRAP
(RELD INSTALLEO) -�
/
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2, ALL STRAPS TO BE TYPE 1, FINISH B, GRADE I STEEL STRAPPING, 1 1/4- WIDE
AND CLO35 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTN STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS.
NOTICE:
JACOBSEN HOMES THESE SPEOOPRIETAS. AN NEABEFTC$ ARE
giTRIAAL OF JACOBSEN
AAA wFACTLInaL
P.O. BOX FLORIDA NC Sl MATERIALS Of AALS ARC MANUROWMCTYIIING
REO SUTN R IE@N.S ARE PURPOSES
AN O 7O THE
SAFELY HARBOR, 726-134695' REMPIENT iW SIAL ARPORPRET AND O Hr S.
PHONE (727) 726-1138 � IRAI WNIIDERIIAL ANp SSa+EI FROM DOEIR
CATOR BEAN CLAMP,MANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURER'S INSTRUCTIONS FOR
COMPLETE INSTALLARON DETAILS)
By
Jim 15 M
INC.
O HOME
M.T. I -._.-' 6-12-01
TITLE:
)NGITUDINAL STRAP ATTACHMENT
NMBER. . AD— TO— 0016.
�C�oRS g�q� ADDENDUM
4000# ALTERNATE. TIE DOWN SYSTEMS)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOE A FOR
MAunN xoalr
4.,AX I FIGURE 5.0
�,
L SEE FIGURE Ll FOR RECONMEROM UE-ROIL AMD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING TIES TIN.DOIIN CORF7GURATION A STYLE CRMr PRODUCTS MODEL 57SH (TYPE
"AUDER ANCHOR ffiH A DESIGN LOAD (WORKING LOAD) RATING OF
4,000 POUNDS AND AN ULTIMATE LOAD RAMC OR 6,000 POUNDS MUST BE USED. AN EQULYHANT' ANCHOR MEETING TIE ABOVE SPECIMATLONS MADE BY
ANOTHER MANUFACTURER MAY BE USED N MEU OF THE STYLE CRAST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
2. SEE OTHER DETAILS FOR BLOC CC (PIER) OUANTITY AND OTHER REQUIREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-70-0030).
4. ZONE 2/DPOSURE 'C': 3= MAXOBUU HEIGHT
ZONE Z/EIPOSURE 'D': 27- MA?WJM HEIGHT
ZONE 3/EIPOSURE 'C': 30' MAX 001i HEIGHT
ZONE J/EXPDSURE 'D': THIS APPLICATION IS NOT APPUCABLE.
IRE ALTERNATE TE-DOINN METHODS SHOWN ABX ARE ACCEPTABLE FOR USE N
ALL RIND ZONES AND N BOTH IDFOSV 7E 'C' AND EIPOAIRE V. HOWEVER, BY
INSTALLING THE FRA14E TIE-COMM STRAPS AT THE 'QUTBOARO' I -BEAM THE MAIL
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECpWENDED METHODS FOR INS191M FRAME TE-DOWNS.
-ci
No, o
ENE870 +%T
lAT..'
A t tt,' ��`♦♦
NOTICE '"ZI 'ORAINN Bl: MAI . LL1":
JACOBSEN HOMES THESE SPEOFICATANSAND DRAWIN4SARE C.L.Y. 6-13-95
■ MGM&. PROPRIETARY AND CONFIOENTMA GRAINING TITLE
P.O. BOX 368 MATERIALS Or JACOBSEN MANOACT"G FIG. 5.0
INC. WON NATERALS ARE PRONND TO THE
SAFETY HARBOR. FLORIDA 34695 RtOPOIF FOR SKOX PR AV W YI BE DRAWING NUMBER:
PHONE (813) 726-1138 IOPT EONTDCHNA NO SEGLL7 RRIM Olm AD-TD-0031
38
43
ggq� ADDENDUM
�C�ogS
h ALTERNATE UNIT TIE DOWN SPACING TABLES 5
�oOp ZONE II & III/EXP. C & D
/
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WAND ZONE II
WIND ZONE III
YIN. Ott.
ANCHOR
MIN. OTY.
ANCHOR
V
FLOOR
WIDTH
EA END OF
ANGLE
EA
o U lV
FA SECTION
MIN. B
ONANGLE
EA SECTION
MIN.. B
20'-0"
2
36'
2
45'
24'-0'
2
46'
2
60'
1
25-4"
2
50'
2
67.
26'-B"
2
55'
3
30'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WAND ZONE II
WIND ZONE III
S'AONG
DEL HEAD
LOAD
ANCHOR ANGLE
SPACING
DE. HEAD
LOAD
MCI
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0"
39001
20'
24'-0"
12'
4'-0'
37001
20'
4'-0'
39501
20'
25'-4'
12'
V-8"
4000/
15'
4'-0'
39501
22'
16'-8"
12"
6'-8"
39501
28'
4'-0'
39501
22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WAND ZONE II
WIND ZONE III
FLOORS��
YIN. Ott.
ANCHOR
Ott
CH
MNGER
v
�
WIDTH
EA ENO 6
ANGLE
EA. END ON
ANGLE
\
0 v
�
EA SECTION
YW. 0
EA SECTION
YIN. B
20'-0"
2
50'
N/A
N/A
24'-0"
2
70'
N/A
N/A
25'-4'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
Da. HEAD
ANCHOR ANDS
SPACING
DEL HEAD
ANOiOA ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0"
12'
4'-0.
40001
20'
N/A
N/A I
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4"
12"
4'-0'
40DOI
26'
N/A
N/A
N/A
26'-8"
12"
4'-0'
40001
27' ,,,,
, N/A
N/A
N/A
NOTES-
ENG`I cCR'AAPPR�T'AL•DO� TAR
DAPIA APPROVAL
I. SEE AD-M-0001 FOR ADDITIONAL REOUIREVENTS
:� Or�P•II�,YSTFgF•�i,L'%
__
2. SE-M-DO31 FOR MAXIMUM PIER HEIGHT REOUWED FOR THE LOADS TABULATEDEJNE8703571
3. 20 WOES -82' MAXIMUM I -BEAM SPACING ONLY.
__. _
-. —
4. 4• MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-003Q.
A1nT
JACOBSEN HOMES
NOTICE "'/loll H98AW
TNEsE61SOnEAIN1TISAND DRAWINGS ARE
C.L.Y.
DATE:
6-13-95
REV. LETTER:
Tnc
ALT. SPACING TABLES
DNGINAL PROPRIETARY, AND GWIDD I MI. DMIMING
MAT RALS OF JACOIMN MAMIEACIIIa
P.O. BOX 7fiB
SAFETY HARBOR. FLORIDA 34695
HNC SJOI ARMORIES ME PRM= TO ITIE
K"T TM SPTQIC PNPOSS A'O MT K ORAWNIG
ODDS
NUMBER:
AD-TD-0030
PHONE.(B13) 726-1135
MT TMOOIDAL AID SECRET TROM
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
S°AONC
DOL HEAD
LOAD
ANCHOR ANGLE
SPACING
DBL�
ANCHOR ANGLE
10,-0"
12'
4'-0'
31501
40'-50'
2'-B'
31501
40'-50'
12'-0"
12"
4'-0'
31001
40'-50'
2'-8"
31501
40'-5V
13'-4"
12'
4'-0'
30651
40'-50'
2'-8"
30001 40'-50'
BY
NOTES:
�G�N CD°AEDt7F
`�Q�:••"
1. OFFSET SECTION NTTH ME MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF
THE ADJACENT SECTION MUST BE TIED DOM AT THE MARRIAGE LINE IN ACCORDANCE.
IST� '
'?C7
REVISED
VAIN THE TABLES
Q�G :y
�eee-..�.�...�,,,,,,aaa,,,�yyyy��
ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
BE TIED DON61 'MTH
•',
SEP 0 9 1
IN ACCORDANCE THE NORMAL SPACING TABLES (AD-TD-ODIO). )
, ," * -.
2. SEE AD-M-0001 FOR A 1TIOHAL REOUIREMENTS. •
"t+'
INC.
��.P''•!/A9 ( �V1,
3. SEE AD FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
ABOVE."
FEO
RAL MANUFACTURED HOME
�v` CCHISTRUCTION
AND SAFETY STAND
JACOBSEN HOMES
NOTICE JJJME
sPEananoMs
4Crt
R.R.
DATE
8-27-96
REV. LETTER:
P.O. BOX 368
AND Do, ME
ON
MON OwAL PROP9E7AR[ AND arnTOFNiW
MATDMLS OF JACDOW YAJufACTMWO
13
pgAWWc TIRE:
OFFSET SPACING TABLES
RK. =C?l MATMAI.S ARE PROMOFn TO TND
SAFETY HARBOR. FLORIDA 34695
PHONE (613) 726-1138
r4oMfrM Np Y�CSISI--1
ml
DRANWG NUYOER:
AO-TD-002o
16
42 39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE —DOWN SPACINGS
pI�:JI■'",
Jr_01aaaV
WOUNWAAM
mArmilm
I ��MumW-�--mosomI
,•
MIMI
W=
,•
FIGURE 3.0
SEE FIGURE 4.0 FOR ALTERNATE TIFrDOWN MMOD
TYP. CROSS SECTIC
SHOWING TIEDOWI
SEE NOTE 5 EDR
MAXIMUM tE]DIT
Y�_/NCNOA ANOE
MXiE ARE
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE-1100 MEMDD
NOTES:
1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SEC71ON ONLY).
2. SEE AD-TD-OD20 FOR QUANITY OF LONOTUDIAL TIE-DOVM STRAPS REWIRED.
(OFFSET SECDON ONLY
3..SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS.
5, ZONE 2/EXPOSURE •C: 44' MAXMUM HEIGHT
ZONE 2/EXPOSURE '0" 2e MAXIMUM HEIGHT (32- 0 24' MTDE MIN.)
ZONE 3/E%PDSURE 'C': 32' MAXIMUM HEIGHT
ZONE 3/EXPOSURE 'D': 32' MAXMUM HEIGHT (44- 0 24' MIDE MIN.)
Mae NYAE---Iv
FIGURE 3.2
��i9WhA�U.41JTp$AALMUTE 17E DOAN MMOD
0 ' �i, DAPIA APPROVAL•
TEqF2-Y,, APPROVED BYE
Q No. o'.
ENE8703571'
INC
NOME
AL
NOTICE,
DALE: REV. LETTER:
C.L.Y.5-11-95
FIG. 3.0, 3.1 & 3.2 A
R. AD-TD-0021
O
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
,,,1Tp1T11U4AA
OY Ai�4 DAPIA APPROVAL'NOTES, � � ••••••• Rp APPROVED BY
I. SEE AD-TD-Do2o FOR sAcv; TAXES (OFFSET SECTION ONLY). %O•QF.GT 0.RAtO �?i �y
2. SEE AD-M-0020 FOR OUANITY OF LONGTUNAL TIE -DOWN STRAPS REOURED. Z� NE:87D3S71 i 5
(OFFSET SECTION ONLY) _
3. SEE OTHER GOALS FOR R OOCNG (PIER) WANOtt AND OTHER RE(AAREIAENTS I^'�
4. SEE AD-M-0001 FOR. ADDIOONAL REQUIREMENTS V
JACOBSEN HOMES
HoncE
T ON L PRO ETAR Arm A cs Ara
anOxAL rRornnARN AND CORDpRAL
MATW/15 OF ACOBSEN MNA/ACAPoNO
�A� D,:.
C.L.Y.
M.'A.
5
diARWG ORE
FIG. 4.D
„ P.O. BOX 368
RG 9101 MATUTA AR PMM 10 THE
DRAWING NIMBOO
AD—TTI—G022
SAFETY NAPA % FLORIDA 34695
AL6YN rOI 9COM PAF = NO MIST C
I®T AID Wou IRON omm
PHONE (813) 726-1138
CONI'mi11L
40
41