HomeMy WebLinkAboutSET UP MANUAL ADDENDUMJACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-1138
SET-UP MANUAL ADDENDUM
SCANNED
BY
St. Lucie County
JA;OBSEN
HOMEb
600 PACKARD COURT
SAFETY HARBOR, FLO"C,113- o►6z-
(727) 726-1138 FILE COPY
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
REV-01 /10
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C
contact the Department of Motor Vehicles
850-413-7600
80 1
ADDENDUM
EXTERIOR HEATING/COOLING DUCT
DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED
HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE
A MINIMUM R-VALUE OF B.
ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS
UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION
HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE
OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE
EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND
/DUCT SUPPLY OR RETURN
USE MINIMAL AMOUNT OF DUCT. UNIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT. THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESMCT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES:
BY
I JUN 1 5 m
INC
NOTICE w ' PIl - _.. _.-_
JACOBSEN HOMES TXSESPEar"rNSINOINWW43DIAE C.L.Y. 5-30-95
CAMOL. PRORETARY. AID OMFDDITML DRAWING TITLE:
IN P.O. BOX 368 DNA`, "`lo"F°'nc` EXTERIOR A/C DUCT
SAFETY HARBOR. FLORIDA 34695 ETCPDR fOR 99= PURPM AD KW BE DRAWING NUMBER
PHONE (813) 726-1138 ICPT F Tft AND W= Taw 07106 AD—AC-0001
ALT. ROOF ASSEMBLY FOR MULTI-WIDES
MAN UNIT
OPTIMAL O GOAD ME SECTIONSS
CENTFRUNE CONVECTION FOR QUAD UNITS IS THE
SAME AS FOR THE MAIN LINT (PETER TO SET-UP
DETAES).
30 GA GUV. SIM STRIP
INSTALLED OVER HATING LINE
JONT (SE PUN NEVI BELOW)
.uu
30 GA. GUV. ST01 STRIP
B' X LENGTH OF ROOF (sEOT10t6
MAY BE OVERLAPPED i M)
�/51APLE5 AS N.
NNSDLL ROOF CAPSHIPER SET-
IIP MA. OVER GUY STRIP.
(SEE NOTE I)
30 GA CALM. STEEL STRIP
SECURED NTH 7/16' X 15 GA STARES
FULL PEHETRATON HID DECKING
2- 0.0 MAX SPACING (TTP-)
3/6' I5 LAG SCREWS
1B' DC (ZONES 2 A 3)
STAGGERED
NOTES'
-._.`�.��_ .
``)O•e�i,GV NU RFo CC1�q L `
I= -.* .---- D BY
1. 30 GA GUY STRPS USED MAY BE WHO DEFLECTORS
%, !�'
REMOVED FROM ROOF N ONLNAL CONDITION
(C(EPT FOR STARE HC ESL
_ i ENE8703571
JLIN 1 5 M
STEEL STRIP MAY BE CONTINUOUS OR PIECED.
2 BE SIPPED U= Alm INSTALLED ON SITE AFTER Si NIES IN THE 000 AREA OF THE MAN UNIT MAY
INC
'• : �,
THE UNITS HAVE BEEN ATTACHED TO PIEVOIT ANY�W�
N No`µP�waWp`r91DN9I
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES UNE-UP
FROM ONE SECTION TO THE NEXT.
., FJ, . D14 .••�����.
'�,. Rf'/Fi:.'.'."4N ..�•
TNNOMCE -..,. I,..,. ` . C.L.Y. -__ 5-16-95
JACOBSEN HOMES 91ROFxATDIRdA OnW= NE
amou PKPW . AID I)0/IpMTUL DRAYEG IRE:
Mmn \/ P.O. eox 368 MATT U OF=801 MWACIUM ALT. ROOF ASSEMBLY
1313 K 91DN MAXRULS IN m"m TO M
SAFETY HARBOR FLORIDA 34695 RIOM to 9M I0000 NO AM WE DRAWING NUMBER inn
PHONE (8T3) 726-1138 1®T 0WOMPIAL Aa WOO FIM CHn WAD D02
2 79
ADDENDUM
FOR INTERSECTING UNITS
MAW UNIT
/TIORVR.R I \
LONOTUDNAL IES ONLY REOORED 0 EA HALF
F
WISDE BEAM THIS END, EXCEPT FOR ZONE 3
EXP. '0' THEN 2 RECUM FA HALF
(IE ONE EA CQAU. ETL.)
VERTCAL AND OAGONAL TIES INSTALLED ALONG
THE SDEVALIS SAYE AS THE WIN UNIT.
VERDCAI. MES AT CENTER LINE REIXARED ONLY
AT COLUMN SUPPORTS PER DOUBLE WIDE
CONVECTION REWRD/ENTS.
24• WIXWU SPAONG TO FIRST SDWAIL TE
FRp1 EACH END OF THE UNIT (SAME AS TIP.
DOUBLE MOLE TIE-DOVN REWREYONTS).
2 LONOTUONAL TIES REWIRED AT EACH HALF
INS DID ONLY.
YA)DAM PIER HEIGHT FOR VAROUS ZONES
(REFER ALSO TO SDEWAIL TIE -DOWNS YAMNY H DGq
70NE 2 ZONE 3
EXPOSURE •C' 90' 56'
EXPOWURE'D' 39' 46.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAW UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED W THE SET-UP MANUAL
(EXCEPTION: NAILING ONLY IS REQUIRED AT FEDOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE WSTAIlED ACROSS THE FLOOR CONNECTION AT THIS AREA)
NOTES:
1. FOR WAD SECMONS. EACH MOLE SECTION' OF THE UNIT SIALL BE DESGNED
� D' Q" No. cO
APPROVED BYE,,,..
INDEPENDENT a THE DIM STRUCTURE (IL SHEARWAUJ% TIE-DOM RDCE-
;' EN O3S7 '•
BEAUS. CWIILN SUPPORTS, ETC.. ARE CALCULATED FOR EACHYtln-SECTION.)
- -
MAINC,
%'P �••` Sao`
'ns,.�.w�wcR�RYr�eD
JACOBSEN HOMES
RUESPEo1GTa5ICmmDummAE
��Br' C.L.Y.
DAM'
VIErtEFt
P.O. BOX 368
OWNAL. PROPWETART. AND OlffMTA
MAMU s O JACOM UNARACr"G
DRAVNG MILE:
ADDENDUM —INT. UNITS
SAFETY HARBOR, FLORIDA 34695
R SUCH IKNE
'9M—YD-'-
HIUYtiER
PHONE (813) 726-113B
IVY CY fMVAL AND Y00 HR]I cumONAMNG
QUADADDI
ADDENDUM
WHOLE HOUSE VENTILATION SYSTEM
YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM
HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM
IS REQUIRED (BY HUD) TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE
PURPOSE OF THIS SYSTEM IS TO _GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH
OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE-
CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR
AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE
CONTROL OF WHEN AND HOW THIS SYSTEM IS USED.
YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR
OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DISCONTI'?UE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SNITCH 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 SOUSE VENTILAITON.
(See AD-AC-0100)
APPROVED BY
N00* %9T
1 � 14 INC.
�eo:AYo�'wow
NOTICE: TIKAM UT: vrt: K, "..W.
JACOBSEN HOMES TH(YSPEocAnpDAIDDAAEIMsoR C.L.Y. 9-28-95
0100". ��> ORAOr TIRE:
P.O. eox 36e YAT01W7 X AACOSYYMAiA 1/bID W.H. VENT. •SYS.
W_ 91D1 YAAIWS AQ PA01'J1m TO m
F-4108SAFETY HARBOR. FLORDA 34695 IIEONpf lO SKCEIC 11�5 WO Ilei t NdIDIG IA-LL—
PWONE(eT3)726-I13e ITT CWMA AID:acT HOI Gum AD-AC-0100
78
ADDENDUM
MULTI -WIDE UNIT FLOOR FASTENING
1 1 1
0.131' X 1 1/2' MIN. /
NAILS OR 7/16' X 16 GA.
STAPLES PER TABLE:
0.016' X 1 1/2' MIN. STEEL
STRAP ® 48' O.C. MAX. SPACING
WITH FASTENING INTO JOIST
EACH SIDE OF CENTER LINE
PER TABLE BELOW:
NDS01
(ALL MIES)
(ALL DPOSURES)
FLOOR JOIST
FOR GAPS N FLOOR SYSTEMS
TO 1/2% INCREASE LAG LENGTH 1'
AND FOR GAPS TO 3/4% INCREASE
LAG LENGTH 1 1/2'.
3/8' X 3 1/2' MIN. LAG INSTALLED SEE
CHART FOR MAXIMUM SPACING, STAGGERED
FROM SIDE TO SIDE AT AN APPROX. 45'
ANGLE FROM VERTICAL. SEE DETAIL BELOW
IF GAP EXISTS BETWEEN FLOORS.
AT ALL LAG
LOCATIONS FOR LAG SCREW TO GO
1HROUGH AND TO KEEP CONNECTION
TIGHT. (SEE NOTE 2)
wm ZONE
DFOSNE
3/MP X ] 1/3• MAO 5=1
30 GA STRAP FASTOm W/
7/Ir X 16 GA. STAPLES
We 201E
DFOSOE
W&W 1LwItEA Cr FASIXIM PE*M
0.131• X 1 I/Y NAILS
7Ar X IS cA SIAPMES
w)1w1 SPACING
VAIOMMY SPACM
Y
Ir O.C.O.C.2
1/4. OG
Y
3
3
:
2
b'
Tr BC
1 7/a• Or_
b'
4
7
•L'
lr O.G
t aC
1N
4
7
]
3
b'
it aG
1 1/Y O.C.
b'
5
NOTES:
1. I• aN POURAT ION 6 ISOIRED O1 37A D FOR Nl O.OIr STRAP.
2 SOOO SING 70 BE WO FROM SPF P VOL OR DEFIER.
(r z P X GV NOTH IOL SE)
IO® OR FLINOOD MAY BE VS D F hID0ES5 EWU GAP WTH-4• X 4• MBL Sffj
S IOr WARN SOETIAIL NOW.
4. SE OBER DEWS FOR SAMW FLOORS FOR AIR KLIPA1101
John C.'Ddb ien, P.L.
K2 EngkIeering, inc'
APPROVED BY
Revised
ON
Hay 24,2006
INC.
FIDEWY FA 010E t
�Sm MA UIIWST a mos
JACOBSEN HOMES
x0712
na9M areecAwals
MXY:
M.T.
DAI[
OS-22-O6
REV. IETIER
P.O. BOX 36a
a
Ale au.,o AR
aw0i.1Rog1WE A OO4mNK
w1mA4X s A'aOL� �^
SX31a!L
DRAININGTITLE•
M/W FLOOR FASTENING
[DWEANCIALSEM
SAFETY 34695
If IM FWKW=RO WQ [
NE (61i. 726-11LORIDA
PHONE (613] 7I6-n36
rm mFmuE RB Qal Bol oEDs
AD-FA-0001
ZONE I INSTALLATIONS
1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS -FOR -THE -INSTALLATION -OF -LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WINO ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
ev xcd.
FE130 1 2000
JACOBSEN HOMES
ND
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T. ul,
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MAT" OnC
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P.O. Box 360RC
SAFETY HARBOR.. FLORIDAIRDA ]4a95
BLEW VApMX AK Ia7V0Fa TO IK
flT01M NIfOillFooAS N9 N6if
OFAwW9 MADBC
.PHONE (727) 725-113a
KFT cwwww me foal mm amm
A0-Z1-0100
4
ZONE I TIE -DOWN PLACEMENT
TTPICAL I -BEAM
TIE-DONN
`MAIN FRAME I -BEAM
-
_ NOTE
\
`MAIN FRAME I -BEAD
_jCENTER
SPACING
CENTER
SPACING
CENTER
SPAD
IPA
SPACING
I OWN.
I A�OIIGI
11 1 1• u._.
a u q a- a- •a r .a a' a' a .
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N-SEE NOTE It-/ SEE NOTE /1�/
`MAIN FRAME I -BEAM
`MAIN FRAME I -BEAM
SP
CENTER
SPANG
CENTER
SPACING
END
ISPAF
f _
NOTES:
T. SEE DETAIL 'B' PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS HIDER THAN 49 INCHES.
STATE OF
IN
IS
c
NDTTCE --�FORAMG:NUUBM
IV, DATE' KEY. LEI im
FREIR JACOBSEN HOMES THISESPEanCATM AMDUWRMAfi RR 10-31-95
aeo„r>. Plmvwcwrr. Arm cQamo,nunNe
YATUDAIS OF UFA M MNIiAC11.WND
P.O. BO% 368 W. g DI YATDLNS AFL PDDMpm W THE
TlE—DOWN PLACEMENT
SAFETY HARBOR. FLORIDA26-11 34695 ff 0 roe gaM R76 M AIm UM H
PHONE (013)726-1138 uvr LLIfwvAL AN) Z= IPm DDIIQ AD—Zl-0020
ADDENDUM
MULTI -WIDE UNIT WALL FASTENING
ENDWALL
NDS01
.131- X 3 1/27 MIN. NAILS
g' O.C. MAX SPACING, STAGGERED
FROM SIDE TO SIDE (TOE —NAILED).
MARRIAGE LINE
NOTES` DOW MR110001• um MRDML•
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF APPROVED BY
ad
Nay 2�
RW224,2
EXTERIOR WALLS. s job 006
John C. Doeden, F+E. N AINC.
K2 Eng-oeroV. Ino. Flpp:..oS
JACOBSEN HOMES
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FRAME TIE -DOWN
SINGLE WIDE TIE -DOWN
ZONE I TIE —DOWNS
MARRIAGE WALL-
DPENING TIE -DOWN
(REWIRED AT OPENINi
ONLY. OPTIONAL AT
SEE DETAIL - 'A' J "' LOCATIONS.)
SEE DETAIL - V
NOTE:
C SECTION
SIMILAR TO
SINGLE HIDE
FRAME TIE -DOWN
FRAME TIE -DOWN
DOUBLE WIDE TIE -DOWN
I MARRIAGE WALL
I NOTE:
1 OPENING TIE -DOWN
I A k B SECTIONS
SIMILAR TO DOUBLE
(REWIRED AT OPENINGS
WIDE TIE -DOWN
ONLY. OPTIONAL AT
I
SEE DETAIL - 'A'
07HER LOCATIONS.)
r SEE DETAIL - V
TRIPLE WIDE TIE -DOWN
TIE -DOWN STRAP
9NGUE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TES ARE LOCATED AND SECURED TO THE SAME GROUND'
STRAP BUCIQE M1H 2O2sj ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY KLEALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE DE -DOWN STRAPPING (3,So LBS MA)OMUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'S'
- 6v
TYPICAL TE-DOWN STRAP (1 1/4' X .OW MINIMUM
/ I1NC COATED STU STRAP, OR EOUAL WITH SIS04
\ CAPACITY MINIMUM) 7e 1.5_ 47zs r uL.T,mwm
LOAD ogrperr l
FLU DOWN TIGHT TO J
GROUND ANCHOR DETAIL 'A'
NOTES: DIO,,I`�APJN�ALiAp�O%,• DAPIA APPRDVAL
1. SEE DETAIL B' PAGE 4 NOR MARRIAGE WALL q�/`� EA •'• • APPROVED BY
OPENINGS GREATER THAN 49INCHES. B VP 'To1 7'-6" T¢1B 39¢4 ;• 6((0.DC354S3� •' T)EC 2
2. SEE DE -DOWN SPACING CHART ON PAGE 2 MR Phi.
ANCHOR AND RE -DOWN PLACEMENT.
3. SEE DETAIL'A' PAGE FOR TYPICAL I -BEAN STATEMb INCIER CONSTRUCTION.q
��.y '• A OF I
.•FC �0R10
`••'•s�RED ENG,�`�� ��
OHM UETTEt
17=
JACOBSEN HOMES 11QYMSEXGiMD�SdMMN4SAIC 9Y. TU RR °A 10-31-95'
OM°RM. PROPRXT/RP, ARO ODD nT DRAWING XTIi
„ MATDBMM 3 OF JWO MANFMRWIO ZONE I
P.O. BOX 368 SM MIUw ACE PRDYM TO IK TIE -DOWNS
W,L
SAFETY HONE(813)F726 1138 5 rlCPwT XT cw nAL NO SM � OMM pRA1NNG tNMBEIC AD-ZI-0001
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIE
29 GA. MIN. GALV. STEEL FEGE CAP COVERING
LENGTH OF ROOF (MDL Y OVERLAP AT SE" CENTER OR MATING LINE
SECURED WITH p X 7/I6' HEAD X 2' FULLY THREADED SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE)
1' I
1 I I
I' I
X 77/leHEAD X 2'
SCR
RIDGE CAP --r�I i (NO LORE THAANTHREAD�12. OEG)
I
I LLJ
ASPHALTIMPREGNATED
SEALER STRIP BETWEEN RIBS 1
OR CLOSURE STRIP RUNNING
ENTIRE LENGTH OF ROOF
METAL ROOF PANELS STOP
I , APP. '3' FROM CENTER LINE
, I ,
Ref: EX-13-0051 and
AD-FA-0020
NDS01
(ALL EXPIOSUR )
"-30 GA. BALV. STEEL SW
5' X Lmm OF ROOF (SEE AD-FA-002D)
SEMIRED WITH 7/16' X 16 GA. STAPLES
Fuu. PENEIRAIIO! DIM DEOONG
(SEE CHART ON AD-FA-ODDI MAX SPACING)
V"fd"' APPROVED BY
SEE OTHER DETAILS FOR CONNECTIONS BETWEEN EMS
STANDARD 7/1C ML (24/16 DIDEX) ROOF SHEAMINQ
METAL PANELS ARE 29 GA. MIN. STEEL 9. O.C. RRI5 P'jgc; sON Le�pl ] 0,2008
EEL WITH HER
SCREWS HAVE A NEOPRENE WASHER FOR WEATHERPROOFING AND NI�i.�04'sri' ` D ow
,EDBILL WAAI6ACNi@D RD,E
TO HELP AVOID OVER LIRIVING. IF SCREW B OVER DRIVEN IFIG cD„smurnoR,uD SAPmsgWDARDs
ANOTHER SCREW MUST BE ADDED l>fSDE THE INEFFECTIVE
SCREW (DO NOT REMOVE OVER DRIVEN SCREWS)
JACOBSEN HOMES
>� ME
MMUL PF6A7 m m OOWmiWAI
- D.M.T.
_- 06-25-M
- - -
IwMe TINE METAL ROOF RIDE. GAP
PA BOX 368
W. m WTBNs MH IWWM Am
° AD-FA-0021
sA PH xM (( 3) FLORIDA M Ws
aR mW�me�a�xo W FZW OW
74
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GALV.
STEEL STRAPPING \
(SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
15# FELT UNDERLAYMENT
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
O
ADDENDUM
TYPICAL MULTI -WIDE TIE -DOWN PLACEMENT
A
NC �fI-2-4y�I
�l I I
COLUMN SIRCRT TIE-DOWT STRAPS KOM AT COMM LOCATIONS
ON EACH SIDE OF OPENINGS GREATER THAN W N WDTH.
MTLR-WOE FLOOR SHOWN
SEPERATED FOR CLARITY
STANDARD VERTICAL TIE -DOWN SNAPS OR ANCHOR
WAOtETS (SEE TE-DOWN SPAM LINES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING A(LOIED).
ALSO SEE NOTE I
STANDARD VERTICAL TIE -DIN STRAPS OR ANONOR
ITS TO BE INSTALLED A MAXIMUM OF 2'-O'
J242 FROM EACH END OF THE UNIT.
ALLLL TE-ODOR NN MAPS uE9 �W P DKTAL. ����`�ALL,�1"C 11D�c ��
NOTES• OARA APPROVAL
NOTES Fo ;2 L DAPu APPROVAL
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS PROVED BY I. LARGE OPENING = ANY OPENING TW THAN MAX TE-DOW( SPAM ALLOWD. i NEB70357E OVED BY
REMOVED FROM ROOF IN ORIGINAL CONDITION 2. VERTICAL TE-DOWNS MAY EXCEED THE STANDARD YERDCAL TE-DOWN SPAO ,
(EXCEPT FOR STAPLE HOLES). JUN 1 5 19% 50 LONG AS, THE AVERAGE SPAM I (A+S+C) / 3 ) DOES NOT EXCEED THE TA � OF e 5 I � r
MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME . 9p'• (qa A W c 1 5
a....,s.nwmla INC TE-DOWN SPACNG TABLES (SEE OTHER DETAILS). �'s��F�, �N �A`:• •'V\a��` I �
:Au�..owmaAv,� 3. INSTALL FRAME TIES AT ALL VERTICAL TIE-DOM LOCATIONS. �9 S/'.. ••.• •E�1 `�` ��,,,�, �,y
4. SEE AD-TD-0001 FOR ADDITIONAL REOUIEMENR ONAI 1QMiT%% ` AgW%nrDIeFO
1146(bYBYlAtsi 7E-DOVM
N077CE_` DMYM BT: DATE REV. IETTFfh DEVIL ARE CERTM By ODiM
JACOBSEN HOMES MN SPEO CAWq AND DRAYRLS ARE C.L.Y. 6-5-95 NOTICE DRAMs BY. C.L.Y. DA,F 6-1-95 REV. ��
0MUL PMPIRTA94. AIM mDm ORAMNO TIU. JACOBSEN HOMES MR SIeOruA An mwm ARD
P.O. BOX 368 MAIDDIS CF OJM M MNRMADRMG M/W ROOF SEALING OdfalAL PROPINW T. AW DIRT %HTA GRAVING TIHi A
„ SAFETY HARBOR•FLOPoDA34695 R[�rru� x�wrT �,6�DMOMeax �� WTO^�d+ M"W"C*1° TYP. MULTI -MADE T/D
P.O. BOX 368 RG SM YATEAYS AIS PRMW M B[
PHONE (BT3) 726-113e IVT CW MTW NO SE00 DPI MOM AD-FA-0025 SAFETY HARBOR FLORIDA 34695 lKQVT rCr!K= MKO Mo Mm RF peAMNG NUYBM'
PHONE (013) 725-II38 Im fDPLOINI Am Newt ran DOM AD-TD-0310
8
73
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
STANDARD VERTICAL RE -DOWN STRAPS OR ANOIOR
BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL
AND/CIE ALTERNATE- FOR MA(MW SPACING ALLOWED}
ALSO SEE NOTE 3
STANDARD VERTICAL TIE -DOWN STRAPS OR ANCR)R
BRACKETS TO BE INSTALLED A MAXIMW OF 7-0'
(241 FROM EACH END OF THE UNR.
C.
NOTES cmnFuaxrnr W V ',
vwnw vrnvrw
ENE8703571 2
I. LARGE OPENING =ANT OPOLNC WIDER THAN MAX RE -DOWN SPACING ALLOND.-
ROVED BY
Z VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPAC
�,
SO LONG A5, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE _
MAXIMUM RE -DOWN SPACING REOBRED ON THE APPROPRIATE VERTICALAFRAME ,p'• /� •',4, �'
1 5 tsss
TIE -DOWN SPAMG DINER S)LOCARCNS '''�F TONAL
TAAAL(VERTICAL
INC,
TE-DI ANSEE
3. NSTALL FRAME TIES EN�.\`
WrNFnnn1U111i i
.,,:.•vp
4. SEE AD-TD-0001 FOR ADDITIONAL REWREYENIS
13•r••rovrmNWONO
ANCHOR BRWV AND IE-DOWN
DEVNES ARE OERVIED BY 07HER5
JACOBSEN HOMES
NOTICE AN
11csE 9FOnFADNS AN DAArncs ARE
DRAWN BY:
C.L.Y.
DALE
5-31-95
REV. fET1FAh
OIOD Faa .l. AID
G
A
/\
DRAWNG MAE•
TYP. SINGLE WIDE T/D
P.O. BOX 368
SAFETY HAR8014 FLO WA 34595
W SM y TEpfy'W AM M"
FSOFOR Fa 9 M NNE DO M J H
DRAWNG NUMBER
PHONE (813) 726-1138
WPF amm? I AID WDRY FM O OM
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
!"'mod' —9
1. 30 GA. GALV. STRIPS USED MAY EIE VOND 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
I .UN 1 5 >995
INC.
Nonce �m
JACOBSEN HOMES ngspeOnuimAmoDuwmAm C.LY. 6-5-95
Obm1w PRWWARr. AM 00010017K DAMM TITLE M/W ROOF SEALING
P.O. BOX J68 Nt 20 wWK AK FF ® m M
SAFETY HARBOR, FLORIDA 34695 t[wwrm9wC�m=[ BRAWNG NUMBER
[ m PHONE (813) 726-1138 IMF WNC0IWA AID Wma not WWOR AD-FA-0026
7Z
9
SHIPPED LOOSE HEARTH EXTENSIONS
TYPICAL WALL
HP.ARTN- INSTAL T ATION•
1. REMOVE ANY CARPET AND/Olt PAD FRO+ LNER THE HEARTH EXTENSION AREA
I INSPECT THE METAL FLASHING N THE HEARTH AREA TO IHSLK THAT IT HAS
BEEN NS 4B (VHS FIAsIM MUST BE PLACID ON THE FLOOR TO PROTECT THE
AREA BETWEEN IFE FIREPLACE AND THE HEARTH)L
3 LOCATE TEE WAIN EXTENSOR (SPED LOOSE N THE HOME) MID INSTALL FOLLONNG
THESE STEPS:
A OAREFLRZY PLACE bE HEARTH MOM N THE PROPER LOCATION N FRONT
OF THE FIRERACE ASSE]DLY.
L SEOAE IRE HEARTH CMN90N TO THE FLOOR W/ 4 18 P 2' WOOD SCREWS
C. FILL IRE AREA BETI O THE FACE OF THE FIREPLACE AND THE HEARTH DMNSION
NTH A NON-COIIBIISTABLE CAUIONG OR MORTAR.
D. OR FOLLOW THE HEARTH MAM.GACRIRERS INSTRUCTORS FOR INSTALLATION.
TIE SURROUND
TYP. HEARTH J
(MAY BE SHIPPED LOOSE)
NOTES.
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE
OF FIREPLACE SURROUND SHOWN ABOVE)
JACOBSEN HOMES
NC2TCe
MII SPEOXY3XN5 AND ORMZ ARE
■
OSOMAL, AND i
P.O. BOX 368
i OFJATPIIf,
Aut110N5 O AAEDI,IIN MA NACA IG
SAFETY HARBOR FLORDA 54695
A00 TO 1HE
XK 9,ON YATEM ARE Z QO W 9a
fa UO
PHONE (613) 726-1136
OD M
�r mwmnut No soar 1pi DDas
Wl O IA AP SEOV
WOOD TRIM
FACTORY INSTALLED FLASHING
BY
1" 2 8 m
INC
C.L.Y. 1 6-16-95
SHIP -LOOSE HEARTH
NT: AD-FP-0001
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
------------
SEE TABLE MR MAXI" SPAN FOR CO.UMNS'A' Ot TF
.C.
SE TABLE FOR MAI = SPAN FOR COLUMNS 'C OR b'
APPROVED BY
INC.
HAR 0 3 1999
SEE TABLE FOR 1 WQM SPAN FOR COLUMN r _
MAXIMUM ALIAWABLE SPAN
TYPE OF ANONORNG REDID
(SEE AD -ID -MI.
OXMMNS'A', 'C. b' OR 'E
CO LUNS V OR'C
auum 7
AD-TD-0252 AND
AD-10-0253)
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
SUE NOTE 1
E1P.'C' I
OP. b'
EXP.'CFEW.
b'
Off. IV
or. b'
OP. i,'
OP. b'
IDP.'C
EXP. b'
2 - 31501 ANCHORS
3i-4'
29'-4'
20'-4'
37'-4
25-C
29'-4'
20'-4•
3Y-4'
25'-C
1 - 31501 ANCICt
16-6•
I '
IC-r
ION-3•
,6'-6•
,Y-,0'
I - 4OIT0/ ANCHOR
23'-8•
IV-4-
19-r
IS -Or
2s-6•
,G-4'
iK-r
,s-0•
2s-B'
16'-4'
NOTES:
1. SEE AD-TD-0251, AD-TD-0252 AND AD-TD-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TO-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
c wy - .93.a/
.QV No. 'o
' 910334
STATE OF ?,W
rTlanJACOBSEN HOMES I D[SC g(OIIGipMS MD OUlN6 AII
OWL11N. ♦t10� AID W908rW
,. P.O. BOX 360 NARAAu or m=m MINA &wm
XC S M MA9 ARE FRN0 W x
SAFETY HARBOR, FLORDA 3095 ME~ LTA 90C PAP= NW M6T K
PHONE (727) 726-1136 WT DDUNDRAL Na SE00O 0101
M.T.
APPROVED BY
INC.,00
N,. , m
2-9-99
AD-TO-0254
10
71
ADDENDUM
COLUMN TIE -DOWN APPLICATION
»r.:.,:T
WIN.
1-1
MARRIAGE LINE OF 4UL71-111DE
TYPE 1, FINISH B.
GRADE 1 STEEL 57RAPPING
1 1/4- WADE @ 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER DR ARCHITECT AS
CONFORMING 'MTN ASTM STANDARD
SPECIFICATION 03953-91,
STANDARD SPECIFICATION FOR
STRAPPNG, FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCHOR (4000#)
NOTES: tNMRttii %- UQFO�/I DAHA APFROWAL:
1. ALL ANCHORING EQUIPMENT SUPPLIED `40 \STEq
BY AND INSTALLED BY OTHERS- ON SITE. �:P� N0. FO'? s PPROVED BYE.
2. ANCHORING EQUIPMENT EXPOSED 70 WEATHERING = C 7 -4 z 510
SHALL HAVE A RESISTANCE TO WEATHER DETERN)R-
ATION. -
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS OOp7, ` INC
WHERE THE ANCHORING SYSTEM REQUIRES THE USE 90 '•.,/ 4( ��
OF EXTERNAL STRAPS OR CABLES. O �\ N6911G10IAIA1WLRi01YWw
...... �y
REV. LETTM
JACOBSEN HOMES wxscowunmemwitsam I UD C.LY. " 5-25-95
06M. PNWXrV" AND aX MIT1IL IXUMNc nnc
Opp P.O. BOX 368 VAGALS OF MUMSNC COL TIE -DOWN APPL.
SAFETY PHONE(au)OR �7t6—n3ORIDA 8695 ���P��� MUG xuueot: 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 QE✓
�IIR ! 5 M
N p INC.
FEDERAL MANUFACTURED HOME
LOIIS "TIRIAtDS%%IYSTANDA"
SET-UP MANUAL ADDENDUM
AD-FS-0001-A
70
11
TRUSS SHEATHING APPROVED EY
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES `� \ `� `� \ \ `� `
L
SIDEWALL _I I MARRIAGE WALL
3/B' MN. APA OR TECO RATED SHEATHING
APPLIED TO ROOF TRUSSES LOCATED
DIRECTLY ABOVE SHEARWALLS
(APPLICABLE TO ALL SMEARWALLS)
PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR
THE OVERHANG OUiLOOM (PURLINS), ATTIC VENTALAMON.
3/8' FEAItiWG TO BE INSTALLED ON-97E
OPENINGS IN TRUSS 91EAT19MG MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS. -
WINOZONE IN
(18' X lA 1/2- NA)aUM 9140.E OPENING SZE IN TRUSS SHEATHING)
(110 MPH)
ALL EXPOSURES
NOTES:
ENGINEER APPROVAL:
DAPIA APPROVAL
1. 3/8- UN. RATED S EATHNG FASTENED TO ROOF WUSS MIN 7/I6' X
m� AND
LIBBS. ' D.C.
APPROVED EY
AI ALL FRAMNC 1+ L(NO GLUE Rein)
%AT 1
ek .E
N
PINC.
fBIR L MIANUFACRIRED HOME
.
�.
CONSIMCROMAGDSMEIYSDOOMODS
z
JACOBSEN HOMES
NOTICE
THESE O1SANI
OR WN BY:
R.R.
OATS
4-27-98
REV. LETTER:
■
SPSJ1YAi DRAWINGS ARE
CRXANAL PROPRIETARY. AND CONTUNDA
ORAAWG TITLE'
P.O. BOX 368
MATERIALS OF AAcoegN YANDFACTIMM
RL 9" MAMMALS ARE PROWDED TO 7 E
TRUSS SHEATHING
SAFETY HARBOR. FLURIDA 34695
PHONE (1113) 726-1138
REd f M wWC Ram me WST,
4P1 FnNIOO11& AND SAT TRW OTHERS.
DRAWWC NUMBER:
I
AD-HR-0001
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN STRAPS ATTACHED TO A
SINGLE GROUND ANCH,O,R' (3150#)
NC)TES.p"!%STE
1. ALL ANCHORING EQUIPMENT SUPPLIED
�:Q•�' N0.
BY AND INSTALLED BY OTHERS- ON STE.
; NE87
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
9'
�s��.F•� 1
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
01
OF EXTERNAL STRAPS OR CABLES.
.: _•••••
NTOTICC
JACOBSEN HOMES
AM
MK I. PIVE1XNS A WOMO I
OAXI POr
P.O. BOX 76B
AOUS K NUTACU
W�� AI ADWYII ay= t IIIC
! RIW YATOSYS AR RS 10 iN
SAFETY ROPoDA 31695
MaOD NaYD Y61
NE(81HARBOR.
PHONE (B13) 726-1138
c lm L MM7
rat a0(DOIRA MO SST 11d DDO6
HDARO
SEALS.
BYE
Fjm1510
INC
C.L.Y. 1 5-25-95
COL. TIE -DOWN APPL.
It AD-TD-0252
12 69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EOuPMENT
CAPABLE OF RESISIWG
THE WORKING LOAD
OF 3150 / INN.
O ANGLE SHOWN.
35 ANOE I I-III=III=
=I I I -I 1 r
ANCHORS INSTALM 24' APART
MARRIAGE LINE OF NULn-WIDE
3Y ANGLE
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4' WIDE k 0.035'
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91.
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL AND SEALS.
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHO1RS (3150# EA.)
NOTES:
UKvALv(/F
.���`�O: •�G15TERFG
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
: Q' N0. O
2. ANCHORING ECIPMENT EXPOSED TO WEATHERING
ENE8703571
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- -
•�
An ON.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS 41ay
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
�.••,/�.`� �•�` _•.
''.,F,p„-•........_�(
OF EXTERNAL STRAPS OR CABLES.
A�yI JUN 1 5
i �i ING
naxrw.cll,mo[
..� manMnAwRoaaTlEwOMq
JACOBSEN HOMES
NOTICE ...
TRIATN BT:
OATF
5-31-95
Rm LLnut:
Dum AM
C.L.Y.
P.O. BOX 368
oRaKN. I'A6RxTART. No faIWDVI
WAIDW IF 440 M MAN.FACUNC
CRANING TITLE
COL TIE -DOWN APPL
„ SAFETY HARBOR. FLORIDA 31695
I¢�1 Fo 9= AMAIS MM RO r i
ORAMNG MIMBEk
PHONE (813) 726-1138
wT Fa Wnq N0 SEan nXm am n
AD-TD-0251
HINGED ROOF DETAIL
Comm L► nun m RAH 18TIi FNm
SILFWC PZIW m"PWIlON IS
mm 22 I/P.
LFT Mm NOff STm SalOIATRT WIN
IIBNJ CA KIM NO LE MAN 12 FW
APAn LOGi W= PWIS WM Jr IF
BO OF ROW SECDOL IM Alm LF3 C ■M
2FMCIF ASMIII HAMM
HINGED ROOF IN SHIPPING POSMON
HINGED ROOF IN SET-UP POSITION
=
1 Yr
1. MACE RA® IlDW SEM N 1NE RAW PMM31 KERN MW INGD
IOC Pam KID Fm x
INLGD ANC FmT 10 mm NAI.
S SPF /F FM IOC Im110P PA.
•p0:rN0tWff0I3-Rlr
Im
REF. CALL. PG. C-RF- 223.0 - 223.6
.John C. DoedEln, P.E.
W2 Engi iwnnq, Inc
BY
011111 Revised
1Jun 06,2006
JACOBSEN HOMES
uxWC xX=dAA@WARINAK
O.A."
06-02-06
®
mAla X v ril®L YwI
D411RAC,RL•
HINGm ROOF DETAIL
- /,
A
PAL Box 3eN
SAFETY FLORIDA 34695
Al ant IMpRi N¢ r+I ao 70 Tlc
Im1MAssfslLlNn+a Ae IIISFAt
IIMMiIAALGs
P110IE (813) 72h1138
NE (81L
OP119F0111L ARI>mfFY AID
AD-HR-0002
13
HINGED ROOF DETAIL
LRIOERLAYMENT TO BE GLUED r IRIL
DI BOTH SECTION$ OF HNGE ROOF.
FOR WIND ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDERLAYNENT AND -
AND A MIN. 4 yr WDTH OF ROWING EEIENT TO
TOP OF LAST SHINGLE ROW ON FIXED ROOF SECTION.
(THIS IS TO BE DONE BEFORE RAISNC TONGED
ROOF SECTION.)
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X B' BLOCK BMD 2 X 6 -
OVERHANO FASCIA BOARDS AND SECURE WTH
3-#B X 3' WOOD SOM EACH SIDE CF W.
APPROVED BY
Revised
Nav 30,2006 14 INC.
FEDEMI YMFDF RED NOW
mRs MIMMDvFMSFMWR
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
NOTE:
I. BRACE RM4D ROOF SECII01 N THE RAW POM RM SWGW 00
KING POSTS INTO POSW
F 11/7-91016
John C. Doe&% P-k
K2 EnBineerft UU
VAIDZONE IB
(110 MPH)
All E)FO&IRES
JACOBSEN HOMES
Nance
I
D.T.
Iaoz-oe
PA Box 3BB
�MM
wMMUS S Am m.4/F YUFfACMNG CWWnK
DiGWNO TITLL• .
HINGED ROOF DETAIL
n
SAFETY HARBOR. F 34693
we sFm wmu At FRD� m TA[
ffmal 10 •mC RABID AID Ku [
�-1
calm NDBCR
PFHaHE (eta) ree-n3e
26-11
FEDmnam"=awm..as
AD-HR-0003
14
67
SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
IF FACTORY UWALL D STRAP 5 NOT LONG ENOUGH,
D BAY BE LENGTHDED BY USING A OW SIX WIN
A WORIGNO LOAD OF 315D POUNDS
�o
4•
DIAGONAL FRAME TIE
ANCHORING EOUPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
REOUIRED ON THE I=
TIE -DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES) I;
SEE OTHER DETAILS
FOR ANCHOR ANCLE.
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
IF NEEDED, USE VERTICAL
TIE -DOWN TYPE 1, FINISH B,
GRADE 1 STEEL STRAPPING
1 1/4' WADE h 0.035-
IN THICKNESS. CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL, AND SEALS.
NOTES,
`I`A}T EpAFPROWkrE •, a(� '!.
DAPIA APPROVAL'
1. ANY ADDITIONAL VERTICAL TIE-DOVM STRAPS, DIAGONAL
IS
Q' No. •� •'
FRAME TIE -DOWN STRAPS AND ANCHORING EOUIPMENT
91O3s? =
SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE.
* ..•o<+ `lT =
APPROVED BY
2 ANCHORING TO WEATHERING
SHALL HAVE EAURESISTAN EIPMENT �OOYTEATHER DETER OR-
ATION.
STATE �+� :•4
A, NN. C, :�
REVISED
10123,96
3.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHEREEE S THE USE'��FsjINC.
OF RADIUS CLIP).
E EXTERNAL STRAPS OR CABLESU (SEE
JACOBSEN HOMES
A,41 CffACT NL
,ATOOA, DDUDO,S, oRAWI LSNs
090NN. POr
R.R.
30-05-96
^
DRAWnxG RRL
m
P.O. BOA 368
NAI OF JAC099E NNAD
JACOBSEN TO
ALT. TIE -DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
9tl
WC sua NARwNs ARE PAoxrn 1a 1xt
D IMB
AIORDNN rot 9T7Y FLF CQ= NO = N
DRAWING NUMBER
PHONE (813) 226-1135
IVY COWMAQ. AG YRLT N 0116P3
AD-TD-0210
INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE 02
CONTINUE 15# FELT TO ROOF PEAK —� ONE -PIECE
D UNDERLAYMENT
.. r: Y WIN. OVdtU1P (TYP.)
..................
................ ...
i I ......
::::::::::::::::::.............:::MIN. TAR AS OWN
:::::::::::::::::::::::: IAPPUED ON SITE)
::SFE NOTE /3:•.r .... ,"............. .
—,.ram•' �, f 1 : i : . .
MR .
I I I I 1 I I
r� SEE DETAIL 'A'
I I Al I I I I I I I I
SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON
SITE VHTH' 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
DET- AFL A
r_
I
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES.
NOTES:
1. CE3IENRNO OF 151 FELT IS NOT REOUIRFD N ANY AREA EXCEPT RHE7E NOW.
2 FASTENING OF 150 FELT IS NOT REOLM. (FASTENERS APRFD JUST TO HOLD FELT N PLACE UNTIL
SHINGLES ARE DWAUFD.) ' 0
3. EXTEND THE FIRST LAYER OF ON SI7E 151 FELT ONTO THE Fl10D ROOF A W OF 6' AND UNDER THE LAST
COURSE OF FACTORY NSTAIED 904LES F NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FDED ROOF.
4. NCLUD(D IN THE HINGED ROOF ADDENDUM ARE DETALS: AD-W-000I (KITH SPECIFIC END PANEL LAYOUTX
AD-HR-ODDZ AD-M-0003, AND AD-FR-ODD4.
WINDZONE ID
(110 MPH)
ALL EPOSURES
D BY
INC.
Aww1n or. w.... .. �,....
JACOBSEN HOMES TAM���DMAMONAIMA� M.T. 9-20-03
01I1001N. PROPMANY. AM CmNNTAL DRAWS TIME SHINGLE AND UIDEERLMIENTrTINEI _
wMBRS OF ADM= ININFACIIAEIO APPLICATION ON HMO SECTION
P.O. BOX 3NH 111G SUON WTDWS AAE MONO A TIE
SAFETY ww�� )F725-li� 95 wl�a�e�c���� orurlc xuMBoe AD-HR-0005
66
15
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO -
HINGED RAFTER WITH #8 X 4' SCREWS,
6- 1/2' O.C. MAX_ __
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 1/16' X 1 1/2' X AFND
.
STAPLES INTO EACH 1� O.C. RAFTER
3 1/2' O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) _0�__Ao
NDSOI
NOTES:
1. SEE AD-HR-0007 FOR NSTALLAIIDN OF UNDERLAYIffNT AND SHNGLES.
SEE AD-HR-0002 FOR
ASSEMBLY DETAILS.
ALL WNDZONES
ALL EXPOSURES
20 PSF ROOF
10 PSF D.L.
___. CRC - 167.01 - 167.02
xfER APPROVAL: DAP1A IIPPIIOVAL• -
APPROVED BY
AAIvisOd
/4 04 IN A"Z`' Kwe09�• ,2006
John( 0. C)Owwl, P.E. FINH41I~
X2 EngK wring, 1FIC CD TNKMGNAWAMensraN.RTa
JACOBSEN HOMES NOn" TAUNN BY: DATc uY` T
PFgR MM L.RMIKI AM MINWII C"moNIE O.A. 06-06-06
wmuA, Or acm A10 ®ARIITIAA 0"PIRG 9M
lym—woP.O. Box 36e u"1pi"" "' """"�" PEAK INSTALLAIiDN DETARS
SA1' PH NE (727 FLORIDA 31693 190PIO l ra 9-M fir �T" IAy(c gLArglG IARBEA:
PHONE (7aT) 726-n3e La ATsr mF0aD1L w aocr FNoI aTIWaL AO-HR-M
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
FLOOR
!0
APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET
(FACTORY INSTALLED)
CRIMP SEAL
(3150/ WORKING LOAD)
i4
VERTICAL ME-DONN
TYPE 1, FINISH B,
w
GRADE 1 STEEL STRAPPING
1 1/4- WDE & 0.035-
c
IN THICKNESS, CERTIFIED BY
N
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING W17H ASIM STANDARD
O SPECIFICATION 03953-91,
p STANDARD SPECIFICATION FOR
STRAPPING, MT SIM AND SEALS. RADIUS FLIP
II �II�I III -ICI
�— I -III —III — RAM CUP MUST BE NST&UD TIN
_ ALL TE-DOVM ANCHOR BRACKETS
RADIUS CLIP
ANCHORING EQUIPMENT —III I I I—III-4 I I (INSTALLER TO
AOSTRA�T ] LENGTH OF
CAPABLE OF FW9571NG _-III-I I I — III 1 1/4' X O.W iE-DOTM STRAP
THE WORKING LOAD
REQUIRED ON THE MATERIAL N ANCHDIt SLOT AND BENDING
ME -DOWN SPACING I —III —III-I I TO FORM THE COHFIQIRATION SHOYK)
" MY BE INSTALIED TO PROTECT
DETADSTABLESFOR TABLES) I III —III— THE T< SEE 07HER RADIUS
STRAPFR011 1HE BRACKFT EDGES
SEE OTHER DETAILS INSTALL THE ME-DONN STRAP THROUGH THE SLOT
FOR ANCHOR ANGLE. I I -III —III -I I N THE BRACKET'Qd_jQ2_Lr THE RADIUS CLIP.
C.
NOTES, _C^ �'"F" `"I40. _O _
1. ALL VERTICAL TE-DOYAN S1RAP5, DIAGONAL FRAME ? T• ENES70357 - ROVES BY
TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL a ��
BY AND INSTALLED BY OTHERS- ON SITE. T/1 F rnE .'AeIZ
= ,UN 1 5
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING %y O,F;•.. ".�A4
is
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-ATION. : Al` A D A T.• ♦ `�` N`/��,
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS i�,4A'J,s ��•IAL1`A��� —"
WHERE THE ANCHORING SYSTEM REWIRES THE USE µCOT 91ANp TE-DOM1
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEYIDS ARE CtRTFEB BY ONRRS
AND
JACOBSEN HOMES NDT7AND ORANTI er. DATE IE FETTER
M4 >aEarwllTAa TlY1AILS At C.L.Y. 5-31-95
0004m4"Aptr m,"ONVmnw D"wG BILL
\I P.D. Box 36B "Twos OF 41406SU NN"ASNAING ALT. TIE -DOWN APPL.
SAFELY MARBIXt, FLORIDA 31695 m 9AI YARAHS AM PMYM TO 1K
PHONE (813) 726-1138 WTTeffXPMw at � SMmrim HDu ` AD-TO-0200
16
66
PORCH ANCHORING
DOUBLE HEADED 3,1501 ANCHOR-,___,._�+ 1 1/4" X .035" TIE -DOWN STRAP
CONTINUOUS AROUND STRAP BLOCKS.
NOTES-
1. SEE SET-UP MANUAL AND ADDENDUM FOR A.PPLJCABIE BLOCIONG
LCS.'
F
jj PRO�AT::.
L
INNDZONE ID
EXPOSLNIE C
(110 MPH)
20 PSF ROOF
10 PSF D.L
wA4- IOg,oI -
Iog"!27
BY
I
INC.
0 HOME I
:TYsrwDAROS
it •a 2�?
NOtiTC@ UfA7lI BT: DATE: REK ItIiEA:
JACOBSEN HOMES ImmSKCFMI10113NoMA1•NSAK M.T. 12-13-03
MCINA . FKPFKFWV, AND C4fUFN0A ORANNG nTLE:
„ NATEIAALS OF UO0BSDI MAIAfAC1l0✓•!G
P.0. BOX 368 PORCH ANCHORING
K S11IH YAIENALS ARL PRO.QO 10 1K
SAFETY HARBOR. FLORIOA 34695 RDNDR RR 9EOK FMCAS AM VOT EE DRATNIG NUMBER:
P1CNE (727) 726-1138 NPT WfUXR, W 47ET M- ONK AD-TD-0112
SHINGLE/UNDERLAYMENT INSTALLATION
TOP COURSES) OF SHN(XES TO
SITE INSTALLEDM HOD) AN (USING THE OVERLAP PEN( AS SHOYN.
6 FASTENER METHOD) AND CAP wsTNLLD
PER MANUFACIURERS INSTALLATION
NSTRUCRONS
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LAO OF 151 F0.1
TO ROOF NTH A 6' UK NDTH OF
TO ROOF NTH A 6' IN. 11DTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EACH ENO TO
ROOF DECK AND/OR E)OSTNG
ROOF DECK AND/OR ENSTNG
FELT AS SHOWN.
FELT AS SHOW.
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
DARA APPROVAL
IBY
AUG 0 1 20
INC.
ORAt•1 B7: DATE: REV. LEMX
JACOBSEN HOMES ItzSPET:�wnNoMAMMAK M.T. 7-28-04
0Lu PAWKiM . AM OMMU A BRATOHG TIRE: _
,I P.O. BOz 368 YATQIKS IFzACOM MANUFACnoec SHINO.FARDERLAYMENT INSTALLATION
K &Ax YA101K5 AK IACA® TO N
SAFETY HARBOR, FLORIDA 34695 KOMI fa 7M NABS NO EM K ORAIIIIG NWBEN:
PHONE (727) 726-1138 lul T WI& m im FIN OOQS AD-HR-0007
i
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
-TEN TO FLOUR FINNG
'DER W/ STAPLE OR NAL
BANDING STRAP 1131PPEW AROUND PIPE NO FASTENED TO FLOOR FRAIONG.
DE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE
OUTLET. MR THIS (BADE CAN NOT BE ACIDEYEq NOT LESS THAN 1/8'
DOT MAY TE.USEO WO A FULL SIZE CLEANOUT 6 INSTALLED AT TIE UPPER END.
krL!kvl aL'.' i!ii(N
1. PIPE CLEANER AND CLUE SHALL ALSO BE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 480 O.C. MAX. SUPPORT SPACING.
CE LING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) Nd (SIDEWALL APPLICATION)
350 PLY MAMMUM SNEARMALL
DESIGN VALUE (PER WALL)
1 1/4 X .D35- TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS
PLF MADuuu SRFARMALL
GH VALVE (PER MALL)
1 1/4' x .035' TIE -DOWN STRAP
CONTINUOUS AROUND JOISTS.
N 6 A TRIPE WIDE RAF FER,
APPLICABLE TO STANDARD
TIE WOE TRUSSES
4D VIEW
X .035' TIE -DOWN STRAP
JOUS mom JUSTS.
NOTE:
ALSO APPLICABLE TO 'SUP SW
MARRIAGE MALLS WHEN AT LEAST
2 STANDARD LfRTICAL TES ARE
INSTALLED. (1 EACH SIDE ADJACENT
TO SHEARMALL LOCATION)
9 TO
35'
NOTES:
ENGIEER APPROVAL
OAPIA APPROVAL
I. "" ANDIORS TO BE RATED PUT AN ULTIMATE LOAD OF 4MI (3150 DESIGN LOAD)
(SEE AD-ID-CDOI (TD-COROAL NOTES) FOIL NOTES ON CQD 0 NA101 INSTALLATION.)
2. INSTALL A PER AT EACH Do or ➢E SIEARNWE ASTS (POI THE AJ1ow OETALS}
APPROVED BY
1 MEN S7EARGIL IS LOCATED ABOVE A SOU) MEAGER (PILL 10(NT CROSS-MDW) NO
S DPOSURER PIERS ARE REQUIRED (ALL SIMINALL COMI'MRAMIS, ALL FGNES
AND ALL
{. TIE-DOAN STRAP REQUIRED AT EACH DID OF JOISTS, ALL DBL S/W-CWGURATIQTi
//O
John C. Doeden, P.E.
1
5. CEILNG SHOWN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED.
] 5133 C. R. 22
+�
6. FULL WIDTH SHEARWALLS ARE SHOWN N THE DETAIL ABOVE, HOWEVER ANY LENGTH
IN FAF31(ARATTON SHEARWAIL MAY BE USED.
Goshen, IN 46526
7. TICS DETAL MAY APPLY TO TRIPLE AND/ON DOUBLE W1DE SECTIONS:
NOTICE: DRAAN BT. CAVE• FEY. TEETER: NOTICE QGWN BY: DAIS: BEY. 1E17D
JACOBSEN HOMES TIESSPEEmcABC"CaL PM 'AKAND AMC nO AF_ R.R.7-17-97 A
JACOBSEN HOMES ,NESELPRW ., ARE R.R. 4-09-96 A
MAL MATRIC nne NATERA OFJACAMP, AND NxxcaTY1 DEAI@lGn
P.D. Box 368 N"TWWS J�Oi NA""'' tat PLUMBING SUPPORT • P.O. BOX 368 M" NE AAGxAtsEN NNAIFACAAMIC UyL. S/W CONFIG. TIE —DOWN
\I K slal WTgN3 Ar wwtm Tax \, INC. va NAERAS ARE PRDSMm T9 THE DRAWING NUMBER:
SAFETY HARBOR. FLORIDA 34695 ATTAxiD Aa maT: AV99ES Aro PNRr ORAIM NAJBM SAFETY HARBOR. FLORIDA 34695 3%cm1 Fa SPECIFIC RAPW AIQ ANSI Mx AD -TO -GILT
PRONE (813) 726-1138 rA mummAU TIP xav T GL AD-PL-D001 PHONE (813) 726-1138 I®11TWICINUµ w sm OLM 09D6
18
63
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
CEIMG NAY BE FEAT OR SLOPED
END VIEW
350 PIF NAnw SIEARWALL
DMVi VALUE (PER, ROLL)
11/1' %.o3V T'E-GGKH STRAP
Ca. I.NUCJS ARC.I.CD MSTS
DE VIEW
X .OW ME -DOWN STRAP
JUJS ARLVFA JXM
O S:
DAPIA APPROVAL:
L go" A'IOtORS To BE RAND FOR AN ULDWATF LOAD OF 4725113150 OESIMI LDA7]
(SEE Ao-TD-CCRt 17D-Gu RIL wits) FoR YOT',5 a1 mmm AM7tw RSTuunal.)
•;.
-
• O ••
'.'I '_
C9
APPROVED BY,
L WALL A PER AT CAM DID CiF TIE 51EAwALL ASTS (PEER K ARCIC DETAILS).
S. MEM
J
{(
MON
SEVtx L 15 LOG1[D ANK A SOM IFADq (ATAL COMB MANS-Y ALL Z w
TE-OW" STRAPS.OP PIERS ARE RCOLaEO (ALL SIEARMALL CO.A1MNAllalS, ALL 2a ts
AND
•<+ ;
cl
t'
ALL OO'O.RRt31
/. TE-DOWN STRAP REMO
� ^�,C.
. �� ^
T
AT EACH Ew 7 jMTE ALL OB_ fylAl CONFIMJRATIONS.
S
�i ':; � ._ I.'. ••'���`+```
'. * \\\ ��
CIDIM SMOAY FIAT -OPTI CAWLMAL OR SLOPED CCAFNG DAY CBE USED. IENOTH
fx FIRL MDiN SNFARBALL3 ARE SHOTOI W TIE DETAL•ABO L
'� u �,+' `••. • • •
AJ
OR COIMMMTm SNEARNALL NAY BE USED.
!!!AT)l 1 t 117tftt
JACOBSEN HOMES N0710E CRASH BY. DAIS RERIEFIFR:
�, � ticsc SPLMr1unMA; Aw wArlxDs ARC R.R 2-6-96 '
uElsotAttit.� cAMmART, NO caiD!Nnat DRAWNG TITLE:
P.O. BO% S6B YAIFA.ALS K JAGOS91 W W:/LNR\D
mw Nt: a1Ml wTiT "An Pm xm to M DBL. S W CONFIG. TIE —DOWN
SAFETY HARBOR, FLORIDA 01895 KOIFTO MR swx K� RO UM K DR.IF:NG NUYLER:
PHONE (BI]) 726-I1JN KEPI Cmv-wm Am wwr nm GIIUS AD—TD—0110
62
19
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED MITHIN 60 DAYS OF
-- --- DELIVERY TO THE HOMESITE. -
ADDENDUM
SHEARWALL TIE-DOWN/PIER REQUIREMENTS
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
4 I VENTS SEE AD-PR-7007 & 7DO9. tEHcnt ur sR u3cm pT, z/y UmaM
MAX. ROOF SLOPE FOR ROOF DECIONG DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
/ �MIWK
RAFTER TO TRIPLE WIDE SEE FOR ROOFWG DETAILS SEE w of � _ �. - -
AD-PR-7002 i� SEE AD-PR-7006-
�� SHIP P WS SEC. LOOSE
Ti INSTALLED C
FOR OVERHANGS
LSEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION
1 —
REMOVE ALL FACTORY INSTALLED FOR ROOF VENTING BOTH FACTORY 1
POLYVINYL BEFORE INSTAWNG THE AND ON SITE SEE AD-PR-7005 & 7006 Tna rElt sLE VtNALLs sNhAWALL9
ON 91E PITCHED ROOF RAFTERS W We 1 I A 1
CENTER SECTION OF TRIPLE NODE '
Tr
26 ROTE 1 T.tC NOTE 1 SEE NOTE T SEE NOTE 1
QSIE NOTES 2 AW 1 Q Q STE NOTES 2 ANO 1 Q
TYPI \L TRIPLE WIDE HOME ra aob rim rtdb rcK MOO rat liELb
REF. PG. IW-07-0011 WITF SITE INSTALLED PITCHED THIS LOCATION INS LDtAWN ws LOCATION INS LOCATION
FOR FASTENING C ,JTER SECTION RAFTERS FIGURE 8.0 FIGURE 8.1
THE DETAIL ABOVE IS SHOWN MTN A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES
TO ALL SHEARWALL CONFIGURATIONS, ALL ZONES. -AND ALL OIF VALUES.
DAM APPROVAL' NOTES.
NOTES: T. TIE-0m115 MOIA10 IN WX MAX TIE -WO MW NAT S LOCATED DI
APPROVED BY UM Q TK A"M SH0" A d OM 100 m AT totN�
sI
OROTNO ANOM 1O S RAIED TOT AN IA.I l LOID 6 s$= KSMIN LOAD
00 Revised (T:[ AO-RSWT im-0o+CAAt NOT[Yf 10R LOTa W ROIfO Naf41AlOK�
Oct 25 2007 L IOVNL A rml AT UM DO Or TIIC XCMML JXn (ru TW Mm[ VaWX
Tv4TNIm AT E/fN 00 of Olds aumxw of ii-Dan mw k"ci wil
_ _ INC. A *01 SNEMIALL IS LOCATED 1410K A NTLD 1tAW M 11>a+r Om�1r08F1Q 1W
FEDEWCONSTIMANUFUIPM AND SAFELY STANfIAliDS bC-Wm AIL SOWS
OR OR FITS AK 4�RFD CALL 9"NYL =21'Qurall AlL IIr 0
DRANK BY: DATE 'REV. LETTER: 1 *� � I
JACOBSEN HOMES xMAND O.A. 10-24-07 JACOl35EN HOMES T>�thlM
MO SR:aTNMAR , AN DRAMS ATE NAIMI KS CF 7
minOIP+AL rrARY, AND NliffiITW DRONING TITLE P.O. NOr Sea
PATE RALS OF 4%CMS N NATIAACTLf" SaAEh HMBO11 T2oRIOA 34EB� MU -M Ksklo
2C
,� P.O. BOx 368 ON SITE PITCHED ROOF DETAILS PNOHe 7za-1T36 �tlF'ffa>e VW SAFETY HARBOR. FLORIDA 34695 ,EOPUT im SPEEIN: RNbf35 AID W H I�
Lli PHONE (727) 726-1138 1VT [06mix AM sm RX WHOM DRANING NUYBOt AD-PR-7001
j 910994 1
STATe OF �
BY
FEB 10 2000
INC.
Ir
m
r 1 11
20 61
ADDENDUM
(108AI LED)
NORMAL TIE -DOWN SPACING TABLES
ZONE If & III/EXP. d & D p�
LONGITUDINAL TIE -DOWN SPACING TABLE
Wh-
ONE) ZONE R
ZONE H
nyo�on
1P"N
ok u uo a
CA 9:CId(
w a
u nn a
EA I *
.W e
12-0'
2
53
3
I 40'
13-4'
3
3T
3
4fi
15-4`
3
45'
4
40'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
VIN
FLOOR
#DTH
VAX
EAVE
oYERHANc
OD ZONE
ft ZONE 11
�'
I✓mlR
900 AI X-
SPA* .
4�
Am A(RE•
If -if
6' EACH SIDE
5-4'
72'
&TOW
54
3B'
45'
13'4
6' EACH SIDE
5'4
8T
35' TO 4T
54
42'
4Y
15'-4'
6' EACH SIDE
5-4'
80'
40'
5-4-
48' I
4Y
a
�
Y
LONdnDINAL TIE -DOWN SPACING TABLE
ON,
WW zw B -
ZONE IN
N
*OTH
EA EIW R
EA MOTION
AMOE+
WL a
FA Dp 6
[A SLCDOII
12'-0'
3
M'
4
4V
13'-4'
3
52'
4
45'
15'-4'
4
44'
4
56'
VERTICAL TIB-DOWN / FRAME TIE -DOWN $PACING TABLE
)r�
FLOOR
*DN
IIAKft
EAVE
oyFRHANG
ZONE 1
ZONE III
SPA*
VAX m
HMI
'� ma"
SPA011G
�1
AM AkW•
12'-0'
6 EACH SIDE
4'-0'
72'
3T
4'-0'
34'
40 TO 45'
13-4'
6 EACH SIDE
4'-0'
72'
40'
4'-O'
38'
4D' 10 45
15-4'
6' EACH SDI
4%e
80'
40'
4'-0,
42'
4910 45'
• NOTE: "EN ANCHOR ANGLE FROW VERTICAL CANNOT BE � CALMACHIEVED, ADD APPROVED STABILIZER PLATE. 91Ecer>. „
SEE NOTE 15 FOR HOVES SET IN FLORIDA
�,Q=o,
1T5±11'Y�
I. SEF RAL ADDEMW FOR AD"AL REOUIEYtILNTS
2 TABLE BASED ON A(DIOR *Mn\G LOAD or %1501 A)ID DIAGONk TIE TD
3 (LAIC EAVE UYEWIANG PETERS To OVERHANG AT MEIIALL NOT FDONT DI HEAR
4, lA$FS APPLY 10 144' 160'. AND 18t' PLom Wain TH 95 1/1'
I-fflte SPACK tOr WAZV ) 90E1)'ALL HDWT kO C IfA7I�0U 90E
OVERHANG (C O,ERt1A1(G VAX EACH 570E OF *11
S SIABIOFA %1 5 AM HEODPED ON 9OE*ALL AND:RIS AND IDLORXWHAL
ALpHORS QT N PTAROA, AE OUV R7RE ISO; o1ECllff yARCH 29.
EN_ ,: V;... CL rr�
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DAPA A
PPROYAL•a
APPROVED BY
Iyaz 25,2008
� INC.
FEMML Wllli.[DIIED HDHE
a•nwcmHnnD MFEir:Tuvoums
JACOWEN HOMED
P.O.. BOX 358
SAFETY HARBOR, FLtlIIDA 34695
PHONE 72 726-1138
( >)
N010d0
ntY y[(><XAT'O15 HP DRAAEII� RR
A. H�f[T1AK WD wa'01HDA
H' ' YN�"C °"
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IT
mFDFI N AP s� rXoy aria¢
D0
D.rA. T.
DATE:
12-11-07
TEy. LET1ER
DRA C ATLF:
NORM. SPACING TABLES
DR Ic AD-TO-0087
ROOF TO ROOF ATTACHMENT
SECURE SITE INSTALLED ROOF DEOONG SITE INSTALLED 7/16- YIN. ROOF
WITH 7/16' X 1 1/2' X 16 CA, STAPLES DECKNC SECURED WITH 7/16' X 1 1/2'
(12) EACH SIDE OF MARRIAGE LINE TO X 16 CA. STAPLES, 2' D.C.MAX. TO
EACH 16' O.C. RAFTER. EACH 16' O.C. RAFTER.
SEE OR 'A' ��
11
IT" MIN. SITE INSTALLED DECIONC OI�fRIAP
FACTORY INSTALLED ROOF LH:I LNG SITE INSTALLED RAFTER TO
ALIGN WITH FACTORY INSTA-LED
RAFTER BELOL9.
SEE NOTE 12
BE RIDGE B�AL1STil
18- MI"'
EE NOTE /4) CNG M
CROSS-SECTION
FACTORY INSTALLED RAFTER
(CENTER SECTION)
NIN02o1rt•■
ALL LVOSURES
(110 MPH)
REF. PG. RC-07 0044 20 PSF ROOF
10 PIT D.L.
NDS01 C-FS3-88.01
NOTES. DIOESR APPROVAL DIPM APPROI
I. SECURE EACH 16' D.C. RAFTER To RAIL BELOW IMTH
2-110 X 4 I/2' SCREWS AT EACH RAFTER Do. SITE APPROVED BY
INSTALLED PITCHED RAFTER TO A" WI7H FACTORY INSTALLEDRAFTER. (EA SCREW To HA1£ 1 1/4' PENETRATION MILL)
2. ATTACH MATE LK RAFTER RAILS (OR Na BEAMS) WITH Jun 09,2006
110 X 4 1/2' SCREWS 9' O.C. MAX SPACING 16 Q� INC.
1 SEE AD-FA-0020 FOR GAP TREATMENT BETFRFN SECTIONS .Rohn C. IN
, P.C. nRlRY RAl1i+CIRX
K2 EnginwrWQ, Inc.
NOTICC Dl1AM It DAM RIM. ILi1D!
® JACOBSEN HOMES 71QMaGRu640 0A1F61YC O.A.06-oz-06
••0•L E F ANO 1. �0 40EFElE+L - A
P.O, BOX 360 w7oPus 6+ImQJF wr/4cflMi
LEG SAN ulum At 1RDIDET A IK ROOF TO ROOF ATTACHMEIIT
SAFETY HARBOR. FLORIDA 5.1695 11CMI FR.1 RPPa9D w.. f< ORAIHD MAKE PHONE p17) 726-tt39 Xtr11 Mf01M r•tmoIRw " AD-PR-7002
60 21
r �•
END ZONE RAFTER/OVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
— 2 X 6 WTLOOKER
19' O.C. MAX. BETWEEN OURDOKERS
% 6 OVERHANG FASCIA
THIS 1RUSS INSTALLED ON SITE
BOTTOM CHORD 160'
ED END ZONE RAFTEI(5
TYP. Is' at
19'
4r
2 X 6 OUILOOKER
IV D.C. MAX. BETWEEN ODUOK RS
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF p FLAT
2 % 4 NAILING BLOCK
/ (INSTAl1ED ON SITE)
IN
(3)
FROM NAIIPIG BLOCK INTO
RIM PLATE OF ADJACENT
SECTION OF UNIT, AND
UK (3) .131' X 3' NAILS
FASTENING FASCIA INTO
END OF NAILING BLOCK
SEE CHART FOR FASTENING
OUROOKER TO TOP CHORD
-MULTIPLE TRUSSES FASTENED
TOGETHER W/LON..1310 X 3'
NABS OR MIN. 7 6' X 2 1/2'
X 15 GA. STAPLES 16. O.C.
MAXDIUM INTO TOP & BOTTOM
CHORDS ONLY.
2 X 6 FASCIA FASTENED TO OUTLOCKER J END ZONE ASSEMBLY\— 2 X 6 OVERHANG FASCIA
W/6LN. (5) 7/I6' X 2 1/2' X 15 GA NOTE:
STAPLES OR MR (3) .131' X S' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) MOOKEM> BE MIS OF 1KDES mMMM ��
(TYPICAL AT ALL CENTER BRACES) 011E DDZONE PER FASIM OVAL
TRUSS ONLY
OWSIX OF
ARIA
_..Y BE
PLACED ON EIDER 9®E
NOSOI
I. ALL TRUSSES LOCATED WITHIN 35' OF THE END OF THE
SECTION TO BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD-PR-70OZ
TV. OUTLOOKER FASTENING:
FASTENERS-
p1ANDn:
PDE1RArIWE
.131 PD NAIL
5
1 1/1•
15 GA STAPLE
8
16
je s0E1r
2
f (DM TP)
CIM 001U FASIUM UY BE IMAM
MMI
PO DOW IFEI I N PD5 KW
C-RC-197.01-197.02
APPROVED BY
Feb 05,2008
i y'J(a N P iNC.
John C. Doeden, P.t.
mxsrwu710N ao sWn srnxm99s
K2 En9lAW'lin9r Inc.
JACOBSEN HOMES
NOTlAM
rH.a manna Aau� ax
DRAIN
O.A.
1-29-0IL•
REV. UTIM
rTion
P.O. BOX 363
aPJaw. PRUMEM AM CINFI)MIAL
WIDWS m'PMNVmIM'X°*E
WAWM RILE:
END ZONE RAFTER OVERHANG
Is 9xN Wlala.S LIEm P K
ASSEMBLY
sAr HARBOR, In6-11 3/695
AND
ORAM9iC NaeiElt
K
PHONE (7T1) 72b-1136
Nilf mfaalOAl uo 99ET /xOl OeFx3
aff=cumAND m =nm
AD-PR-7003
91
Own ffmm
. ADDENDUM
_ TIE -DOWN SYSTEM
TYPICAL SOE ELEVATION
51IOWDIG TIE -DOWN S°AGNGS.
®p
rz-a6sa
x-0a.a
/' lE-DOW lIOC lE-COW lAOIC f4E0M llO1G lE-OOIM lA7i
YAL fB /�D-10-0v0 i/IIE R110-D-CGq GdE 1FR AO-D-0010II�E Rl !aA-019J IME
IE-001.lJOi
Rt Ib7F�9 OeL YAL
FIGURE 10.0' -
TYPICAL CROSS SECTION
. S10W1NC TIET)OWNS rtP. naa sxsae 7r. alms_etw91
aus$
aE ea[ s ro+
���jjj u�. Nmrr
P!�
91p AOu 91MT IotOt
sr r�omlEla
a � FIGURE 10.1
(rE1NNDZWE./�
20 rg Naar
Io Ps: D.L.
' InP. cra
1VO�FS�u-aces ra s*Ao<+G T.aEs
z s¢ Ao-Io-mBs Pa auwm OF Ealnnnu EE-oow snurs eEau7Ea
x SEi ono aEU3S FOR daaalc PER) alaan AND orin QOUIO'Y011S
.. SEE FULL ADDDeIIY i1R AaaRlouL REOaeCYEHR
.�,.,,
`F�tflC�j�.;%t/ ��iM
. p f• : �.+
:•
aru w+Rorr:
APPROVED BY
• .
59
SPACI19
DL WO NG TABLES
iv
-108"
iv
-108"
HIGH SIDEWA�LI,LTIE-DOWN
ON SITE PITCHED ROOF DECKING INSTALLATION
i rr. rswr rrtnl/mc DECKING
16' ON CENTER
TER SECnoN PEAK
11ED OECKNC ON RTpfDECnON 8 RFMAMDDTOF NO EILOCKING REWIRED
U19DE SECTIONS(2FULLAT CONINUOUSPANEL
MS ff SHEAnIRSEAMS BEIYiEEt( 1RUS56
r
S TO SECURE��y�YARPoAGELNE- HED 1RUSSES
- — - — -
-
NM. N1DTH PER SHEATHING REWREMENT
NANUF. INSTALLED DECKING TO HERE
APA RAhT RMr DGl7(INO
(OR EWaL)
u
NINDZONE D
ALL EXPOSURES
(110 MPH)
ZOPSF ROOF
10 PSF D.L
'fie.
PICINC.
NOTES: DVfi11YR APPROVAL DAPu APPROVAL
1. 1/8' MA)aYUM GAP AND 1/16' MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO 1RUSSES. APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16' APA RATED ROOF (24/0 W RevisedON
SPAN RAZED) DECKING (EQUAL OR BETTER). JOhn C. LO,�'�:^:, �= at 29,2007
3. OTHER TRIPLE WIDE SECTION (N07 SHOWN) WELL BE THE �` �i{y,oTL• o(i� i„
SAME DECKING PATTERN' FEOEruu WAOFACI1REO "ONE
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1/2' X 15 mxslsmrnORAxosAFErrsraxaums
GA. STAPLES AT 3' 0/C EDGES AND FIELD
JACOBSEN HOMES
P.O. BOX 38B
nagstrnun�sAlILoeRAmrssc
oRFalw. nxr.ElAn: A1D awrnlu
WllfeNS 6 JIL7»I MARWACRM
Ix: sxH w>oPKss ARE MUM 10 nc
uxnvl OrWIE•
o.A.
10-24-07
REM. IETOR:
IRtAY1C nna
ON SIZE PITCHED ROOF DECKING INST.
SAFETY NARBOR, FLOPoOA 3A695
PHae (rn) 7zs-n3e
mRRT 101 stac B/O9a /p yyi IE
� mEclxz+E
ORA�IG MR®!
No am sot CUM
AO-PR-7004
58
23
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS —
(SEE AD-PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7DO6 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION J
CEILING PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
E INSTALLED CENTER
SECTION OF ROOF
BY
to Revised
Oct 25,2007
INC.
JACOBSEN HOMES
NOTICE
>�WE�A:�AMDMW, AX
u"m Br.
O.A.
unit:
10-24-07.
M_Y. LETTER:
P.O. BOX J66
ME111
owQu4 rxwaUAW, AW CW nwnu
11AIHEALS CF :ACWRX YANREACM@1G
IMRAMOIG TITLE
We SM WERI S ARE Ri01nF0 ro TIE
SITE INSTALLED PITCFRED ROOF VENTS
SAFETY HARBOR, FLORIDA 34695
REDPID I FOR SIT= RIWM NO WST FE
DRAYNG NWIMt
PHONE(727) 726-1138
Wl ftlbMIAl AM =0 FRCM OHM
AD PR-
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SNOWING TIE -DOWN SPACINGS
FIGURE 10.0
TYPICAL CROSS SECTION
SHOWING nE'OMS TIP. TIDIR srsel m. aRMSHEt®R
91A�
I � K NDE S iUt
a. YAOIY NBOII
7
YOOR 1119E A� I19E�
SET man lun NN OZONE ■
6F„9� r FIGURE 10.1 cp
10 PSF Dl.
REF. CAIOi C Sf✓ _ 18.0 _ A Z
NOTES.
1. SEE Ao-1D-M FOR SPACING TABLES
,
�`� )0•G�P�IF '
DAPIA Nlfff AL -
APPROVED BY
2. SEE AD-7D-M FOR OUANTY OF LOFOTUpAL x-oo 1 STRAPS REGIMM
r
N
1 SEE 0110 DETA S FOR ELMORG (PEA) WOANTITY NO OTHER REOUFSANM
- T i
4. SEE FULL ADOFTOUH FOR ACOITIOIAL TEOUOFL NM
`•+ Z� 2/E rOW •L': J6• AIA10MA1 HOGRT
JA
ZONE 2�EE b•: Zr YAMFMI HEIGHT
i y '• ,uC�
�t�\
� C.
INC.
20E J/47POS1Ili'C•: 36• YAMN HEIGHT
ZONE J/EXP6AIRE b•: 3f MAX" HEIGHT
• tr • • CORItk,
'ii C/s • ..:• ' r1 �
FEDERAL MANUFACTURED HOME
6. ALL RU M'dTOHS ATE: EASED ON 20' ROOF ANGLE HAIL
•.,;ED 0 16 �
CONSTRIICIRIFIAND SAFETY T� Ali ,
JACOBSEN HOMES
NO7CLt
TIES 9E ND DM11f3 11[
e>k M.T.
.. .
a� 07-20-04
IEmR
P.G. BOX 366
PAPINEORs
OOWAL {A6IETAEY NO txumFEAL
YAIDULS a NCDM MAMA =..
ORAMIC MAE�;
FIGURES 10.0 AND 10.1
SAFETY HARBOL FLORIDA 34693
PHONE (727) 726-1176
IRG SIM MAIF15YS /K FRI I6 K
NOW O�Y�IE sm "m pO�
5w!7, 1
AD-1D-0084
24
ADDENDUM��RES
108" HIGH SIDEWALL TIE -DOWN SPA ING TABLES SEO 0 & �O i
0
ZONE II & HI/EXP. C &
LONGIT INAL TIE -DOWN SPACING TABLE
tr'
AIR
%w1ho zoNE 1
I WND ZONE II
FLOOR
MIL DIX
mom
LIN. otr.
ANGHOi
MOm
ff
EA ff
ma
v
SI
sEcroN
tNL a
K
9
EA gcooN
w. e
IL
�O
26'-8'
3
4r
3
53'
30'-8'
3
5r
4
45'
VERTICAL TIE -DOWN / FRAME TIE-DOWNiSPACING
TABLE
UK
MAX
WIND ZONE 1
WIND ZONE II
SPAM
Lm�
moot ANGLE
SPAOIO
OBi�
AN01GL ANGLE
TTH
WIDTH
OVERHANG
26'-8'
6'
6'-8'
315DJ
40'-50'
5-4'
3150#
4(T 50'
30'-8'
6•
6•-8'
31501
4T-50'
5-40
3150/
40'-5T
LONGITUbINAL
TIE -DOWN SPACING TABLE
L�
MN.
WIND ZONE I
WIND ZONE II
FLOOR
aTr
EA ElD DF
AIN IE
ANf7E
NN.0 y.O
EA OF
AR010i
WIDE
S
WIDTH
EA sFCDaE
NN .
SEC
EA 9�tnE
tNL 9
5�
v
26•-6'
4
41'
4
Sr
1�o
30•-8'
4
51'
4
70'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MR
MA)(,
WIND ZONE I
WIND ZONE 0
LOAD
ANm ANGE
SPAQID
LOAD
AM= HFGE
WIDTH
OVERHANG
26'-8'
6'
S-4'
31501
40'-5(r
414
3150+
40=45'
30•-84
6'
5-4-
31501 1
4T-50'
4'-0'
31501
40'-45•
VANDZONE IR
20 0 MPH)
PSF ROOF
10 PSF D.L
NET: CAI a�01,1+x.F.C,��
NOTES
EN Y ...•
�o,�slFlcq; . •,,,"�
DARA APPROVAL
�.
APPROVED BY
L SEE ML NnaaD FOR ARG1HaAL REa PREMENTs.
° M.5
a OOd5d84 �
2 SEE AD-10-M FOR NWXM PER HEIGHTS REDIATED FOR THE LDADs
TABUA1m ABOVE.
F =
INC.
.
•:�� CEP: -
•� C/r , •ORL• • \;
FEDERAL MANUFACTURED HOME
..`
,'•+TFRED ENG� .+
CONSTRUCTION AND SAFETY STA.VOARUS
JACO BSEN HOMES
NOt[CE
INS wrE rA O6 A10 MAU= AGE
�`� � M.T.
DATE. 07-26-04
DRANK nnE
108' Ho 9DEWALL 9]AONG TABLES
P.O. eox J69
DawN. RIORiFAR1L AN6 aaWloDnN.
W1WN9 OF AADo9s]1 WtlFACRRE4C
.� yp WAIAN] ARE NOWC110 A IK
DRANK MEHTt
AD-TD-0083
SAFETY HAREMFLORIDA 34695
�_ff_E PHONE (727) 726-1138
RT7D0 FOX 9ME ROPM0 NO I= t
ID'T CMEM11M. NO NOV FRm MWL
ROOF VENTING
9. IW SD 1a Dnom FOR
T1
V0111AT:Of RQ SECTQI
(sE OUWT FOR REONOMMENIS)
100 SO. IN. CUTOUT
VENT HOLES
REQUIRED IN FLAT
ROOF SECTION
(Isn x SECUM LI)IGTN
O11OH TIDIES
D TD 15-6'
1
15-6• TD 31'-.T
2
317T046-
I
4C-NF 1D -6
6 -6 TD -0
s
'PLI-I Me
FLAT CENTER SE
FACTORY INSTALLED
MARRIAGE WALLS
LOW VENT LOW VENT
1 •50 SO IN. -NTS REOUIRED
c HIGH VENT IN SITE INSTAIIED TRUSS SECTION
— — — `CENTER LINE OF CENTER SECTION
Ion R YCRO11Dih
1 NON Im
Lee *a,
sm
A-W R1 i
1 7
IE►=
10
I]LL SKI
A AMM U VA AV6 105
TIP. SD Sa H ROOF VENTS +-+I
LOW VENT (SEE CHART FOR REOUREMINTS) LOW VENT
3
g
W
BY
JUN 10
INC.
JACOBSEN HOMES
NOTICE
WB 9[OG106. 1MA1RR6 At
OR"m of.
R.R.
"
01-22-04
14Y. LL14N
OAww rW m TYL
ORIIINO IAE:
P.O. Box m
11;J roam. N IFACR
DF IMS rxmo 11101
ROOF VENTING
T
SAFETY HAREM FLOFWA 34695
AN
K 9J01 O WILAI] AN =A®A >K
x"
DIUIRIIG MILHR
PHONE (727) 726-1138
mRp�ply �Nyp�E1 Fp e�inR
AD PR 7006
56
✓R
PITCHED ROOF EXTENDED VENTS
SITE INSTALLED VENT CAP OR SOLAR TUBE
VENT CAr
(OR SOLAR
SITE INSTALLED REX DUCT
(SEE DETAIL 'A)
SECTION OF ROOF
SITE INSTALLED VENT
EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY NSTALLID) FACTORY INSTALLED SHEATHING —
FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING
SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED)
TYP. CONNECTION TO VENT
FAN, SOLAR W. OR
EXTEND TO RANGE HOOD
MARRIAGE WALLS
CEILING PANEL
SITE INSTALLED
PL 4BNG VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B')
k
MARRIAGE WALLS
FACTORY INSTALLED FLAT CENTER SECTION
:XHAUST DUCT SPLIT
LND FASTENED TO ROOF
PECKING OR BACKER
WITH MIN. 4- 8D NAILS
N LIEU OF FASTENING
IUCT TO VENT CAP.
SITE INSTALLED FLEX DUCT
R -SHEET METAL
SCREW
FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH I SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES-
I- FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS.
2. SEE 07HER DETAILS FOR ROOF FLASHING INSTALLATION.
I EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOVARE OR ROUND
NOLE CUT N ROOF DECKING.
4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE
5. SECURE SITE INSTALLED PLUMBING VENT PIPE IN70 COUPLER WITH
APPROVED GLUE.
JACOBSEN HOMES
7HLS SPEDW,0' W5"AND DRAWINGS ARE
ORIO NAL PROPRICIARI. AND QWBXW IIIL
P.O. BOX
NMG
„
SAFETY HARBOR, FLORIDA 4695
ORI
NCFICW 9"wmeN�NE
NEF'DNI FOR SR:OK RNV6[S AID NMI BE
PHONE (727) 726-1138
PUT COFg11114 NO %OKI NON OD6
26
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
—VENT PIPE
(SITE INSTALLED)
—COUPLER
(SITE INSTALLED)
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (WI OFFSET SECTION)
SHOWNG TIE —DOWN SPACINGS
IF
RAX PER AD-M-DDX
W AD -ID -DUD
FIGURE 12.0
VENT PIPE
(FACTORY INSTALLED)
DETAIL 'B• SEE FIGURES 11.1 AND 11.2 FOR TY
tTE-.
WAL• NOTES:N BY L SEE AO-TD-OOBO FOR SPAaNO TALES (OFFSET SECTIOx ONLY).2. SEE AD-TD-OOM FOR CUMITY OF LONGITUDIAL TIE-DOW STRAPS REWRED.
(OFFSET SECTION ONLY)
I sEE OTHER DETARS FOR BLocKNG (PIER) WAN7ITY AND DINER REWREMENTS� A4. SEE AD-ID-DODI FOR ADDITIONAL REPAIRLLEN7S.INC. D HOMEETY STANDAROS REM. -UTTER JACOBSEN HOMES LEY SPEEM ➢OOIS�AND DRAUNGS ARE
R.R. O1-23-04 ORIMAL IRO KIN. No mFOnuN
P.O. BOX 368 XATERULS OF AXOl= MANUFACILIRM
HED ROOF EXTENDED VENTS — SAFETY HARBOR• FLORIDA 34625 W—AEcRI rWA*PL%SA" sMA „OI E
Z It BE
AD—PR-7007 PHONE (727) 726-I138 I*H CrAFXDIRu NO SEMI /Rw Or4w
55
AD -WOMB 1A91E
IV
No ALc0c
910334
sae
STATE OF
CC-su- I[.Gi-16•r�
SECTION
691J%:fwSTilRF.7 H."..:'
G?IJJ9lw7i S�fEi'r Sti:JD.�CS
FIG. 12.0 1 —
a
y
I
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE E1EVA➢ON (W/ OFFSET SECION)
SHOW TIE -OM SPACINGS'
�II
now
m MENI
so
I II ,i��� •
•r a ua•
III
III ' I of
n I
FIGURE 11.0
SE If W /.0 M OEM M-DOWN IM1100
SECIICN(S)
IfDORMS
�gf e4ic,
FIGURE 11.2 C° s°-,'7;0.9
OJ IN 10011111112111 M-DON I MIOD
NOM
I. SEE Ao-TD-ao6o FOR SPAaHc TABS (aFFsl:t gcnsx aaY}
PPROVED BY
2. SEE AD-TD-0060 FOR WARTY OF LO RTUDIAL 7E-DOMI STRAPS REQUIRED.
ll
G
(OFFSET SECTION ONLY)
o.00454 -
JUN 1l �
1 SEE OTHER DETAILS FOR BLOOQIG (PER) 01 AND OTHER REQ IREMEHIM
' �
I. SEE AD-TD-M FOR ADDITIONAL REQUIREMENTS.
0q' �F
INC.
ZONE-2/EXPOSURE "If: 41" _ _
6 ZONE 2/EI V. 10' IIAf01AlY FNffiET-36' FOR 12'-W WOE UNITS
S: :
u� 9��-•. Ai ` p. �:
liT9
LTULF IUFACTURED HOME
SAF£IYSTANDAROS
ZONE 3/TXPOSIEE'C•: 16' MAXIMUM HEIGHT
.r\��64` M
LSTRUC1gNAND
ZONE 7/FIEOSTIE V: III MAXIMUM HEIGHT
'., AfjiC '14`' �4
JACOBSEN HOMES
AND ARE:
,HEEL Me �M
w(•T.
°A1E 6-8-04
DRAY/PC TITLE'
FIG. 11.0, 11.1 & 11.2
P.O. ITox 36e
I PRWRI TAR C01*911
PEATEA. P OFw llica M P AcpjOK
0i1� 'Yi90m �A`"A°D
SAFETY HARBOR, FLORIDA 34695
ml
zm � SFBEM p�E M AMmmmNST H
'H7
DRAWS HIAM
PHONE (727) 726-1138
IEPTmffmanx NO SIM AW OHM
AD-ID-0081
SITE INSTALLED SHINGLE AND UNDERLAYMENT
I = INSTALLED 150 FELT MEN. INSTALLED OVER THE
FACTORY INSTALLED VNOERLAYW NT WTH A 6' LDA
OVERLAP AMD A WIN. 6' TEDIM OF ROOF CEMENT.
151 FELT TO HAVE A 6' WIN. OVERLAP 151 FAT ALSO CEMENTED VATH A 6' MOTH AROUND
AND A WIN. 6' VADTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAY ENT MID
THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF.
I
I ` FIELD RISfAWID ROOF SIFADING (11'P. \
1 I J
I
6' WDTH OF ROOF CEMENT WEN
I OPTONAL 151 FELT IS INSTALLED.
� I
I
I
OPTIONAL LAYER OF 15I FLLT
J T
I � 1
I
ORE-PEXE SHINGLE —1
UmdATLdf
ROOF 5HI INNO (TIP.)
THIS ROW OF SHINGLES TO BE FED IIN ID AFTER
THE UNDFALAYWENT HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHNLQE TO THE EDGE
OF THE FACTORY INSTALLED DI FOR UIDEAIAYLENT OVER
LAP OF 6' MINIMUM.
1•
� IY:��111�ii_4:��+1 L7:� 11■
NOTES;
1. CEMENTING OF OPTIONAL I5I FELT IS NOT REQUIRED IN ANY AREA
EXCEPT YAERE NOTED.
IRNOZONE 11
(110 MPH)
ALL EXPOSURES
BY
2. FASTENING OF OPTIONAL 151 FELT IS NOT REQUIRED. (FASTENERS APPLIED
�Tr
Oct 29,2007
ARE JUST TO HOLD FELT N PLACE UNTIL SHINGLES ARE INSTALLED.)
.),
NIHINC.
3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS
KZ fEn intuf,TO, Inc.
9
eD 16AN ALlUIDNWF
NSTRIJaw1 AND SARTY nANDARM
ONLY VM SPECIFIC APPUCAT06 ARE NOT COVERED.
JACOBSEN HOMES
NOTICE
wuva misAimme ,PE
DRAW BY:
O.A.
DATE
10-2a-o7
REV. TETRA
1M mIMMUL
WTEIAIS OF JKOW YNVICIIWD
DRAWS THE -
gnu
P.O.
mm III APE 1WRLED UP Tx
SIZE IMAM
MCI IRI1FRlAYEpiT
SAFETY HARBOR ORI34695
R. FLORIDAK
IFODD la SIN C IRINIG 3 AID WINE
DRANID KMM
LOWD
Oil
PHONE (EI13) 726-1138
JIM mIIII AND 9 W IIIIo1 CUM
AD-PR-7008
154 27
TYPICAL FLASHING INSTALLATION
ING IAN UNX
4G FLANGE AT
'ASTENERS
TYPICAL SHINGLE ROOF
ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER
FASTENERS AND UNDER ALL
SHINGLES OVERLAPPING THE
ROOF FLASHING. .105' X 1' MINIMUM ROOFING NAILS
OR .113" X 1- MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR
COVER ANY ROOF VENT FLANGE BT SECURING FASTENING FLASHING TO ROOF.
THE SHINGLE TO THE FLANGE AREA NTH ROOF-
ING MAS71C (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME. NTH NAILER —
MNGE, SECURED 70 ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF FLANGE
UNDER SHINGLES. WITH 00770M OF
FLANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER NTH SHINGLE TABS
SECURED NTH AN APPROVED CAULK).
IN
TUBE SUPPLIED B7
SOLAR TUBE MAN.
NOTES:
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. I- X 1' X 16 GA.
STAPLES 6' O.C. (SHINGLES APPLIED CINDER LOWER END OF FLANGE).
JACOBSEN HOMES
I"
MY1"0
mlN. mcmflm
RAMINIIFFIGGBYD
n
LiDlu
WA JKCBSDI MNACTUF
[DRA
P.O. BOX 368
SJOI RIMS AK TAOVOm 7O IK'I
K1
SAFETY NARBGi, FLORIDA 34695
f@ 9aX R84
N
PHONE (813) 726-1138
IM CDFVDflK wo SEUMI real Olkli
28
ADDENDUM
OFFSET UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
1�o V
FLOOR
MOTH
%
ZONE_J
WWO_ZONE-O
MIL aTE
G s�=A01 EA OF
Amm
IK 6
uL aTT.
sm OF
u gT101
EA
MOM
I
IYx
12'-T
3
4T
3
61'
13'-C
2
54'
3
41'
15'4
2
54'
3
41'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MR
R
WOTHH
MAX
EAVE
OVERHANG
HAND ZONE 1
WND ZONE N
7AM
OBIL HEAD
LOAD
mm RIaE
�AOIG
�
NmoR NW
12'-0'
12'
5'-0'
31501
40'
4'-W
31501
39'
IS-4'
12'
5'-C
31501
41'
4'-0'
3D00%
40'
15-4'
12'
5-0'
31501
43'
4'-0'
30M1
42'
LONGITUDINAL TIE -DOWN SPACING TABLE
MR YARD ZONE 1 IYWD ZONE 11
FLOOR FIEL OTT. ARM IRL a1T. moo
DDTN FA END OF ME EA END OF mu
EA SEC11D1 WL B EA SE= ILL I
12'-0' 4 45' 4 60'
13'-4' 3 45' 3 60'
15'-4' 3 45' 3 60'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MEN.
MAX.
V" ZONE 1
WHO zm e
Y FLOOR
EAVE
OVERHANG
SPAM
Lm
RIM MUE
SPealD
BOIL HEID
uma
MOO AM
127-e
12'
4'-0'
31501
Or
3'-0'
30001
36'
IS-4'
12'
4'-0'
3001
41'
3'-0'
30001
3T
15'-4'
12,
4'-0'
3OW
43'
S-T
30001
41'
NOTES: Rho _ CA w5, c-SG- 1.6 12-
L W�T SECTION WTN THE YAI66AGE LINE WALLEXIDIDYtG BEYOND THE ENDtALL of
THE ADJAEEM SECTION MISTSFCll15T EE LED OMAT THE lIAW6YE IN LACCaDANCE
7ATH THE TABLES AWE NE SWEN'NL SDE AND THE ADJACENT SECIIDN(S) ARE TO
FFOOR�1n2-o A IS-4- ACCORDANCE
AND AD--711-IN THE 0070 FOOINAL R IAR7c TAD (SEE ADrD oDlo
2 SEE AD-TD-0001 FOR ADaTMAL REaWEMENTS
1 SEE AD-TD-0O81 FOR 4AIWIIAI PER 1E1I91T REQUIRED FOR THE LOADS TABULATED
ABOVE
ENfitmt +At,P7^9 18for,
��.�7T� 0...... *
�• �C.T1Fi�q�.t(y�'L
i 6 ;
= * vTA
Lim S, �owot -- ti44/—
'R[C�i •,•
REF. airs C- O- 1-2,0 -
17, p
BY
IiIK 1<
INC.
T HOME
ft'STAFDARUS
D BY
JUN
INC.
pIFpAL NANIIFACRI�I NNE
DA,L• REV. LETTER JACOBSEN HOMES Mg rFaXAxNNOTEo aM • :":��''•1a•T. 6-e-o4
IA.T. 02-04-04 alMA4 FRIVINTNtt, Nlo MAUS ATLE:
P.O, aox 36B MATEIMS a rAc6Bs1t YNAL OFFSET SPACING TABLES A
TYP. FLASHING INSTALLATION "— ,P 11G ma 9ATDULa tb
SAFETY HARBOR. FLORIDA 34695 A93PW FIR 9WX R/F69B DRAWN(', NUMBS! -�-D�O
AD-PR-7009 PHONE (727) 726-1138 I�T07FmLMLND9IDET
53
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
aEDFUS
TE-DOWNS
TE-00AN5
21'
lE-WMl SPA017O
TE-DONE TAOH0
TIE-DOW SPACING
TE-WMI SPAM TE-COIN SPACING
1'
YAX PER AD-TD-0012 TABLE FER AD-ID-0012 TABLE PEN AD-TB-0012 TABLE PEN AO•TD-02 TABLE PER ID-TD-0012 TABLE MNL
FIGURE 10.2
SEE MORE 20 FOR ALTERNATE 719-DOIN W MD
TYPICAL CROSS SECTION
SHOWING TIEDDIYNS DP. ROOK SYSTEM
rSEE NOTE 5 FOR
HAGAN IU01T
ANOM ARGUE AXCIILR
AWE
FIGURE 10.3 WNDZONE III
a FKLE (0 (110 MPH)
SEE F7GORE ZO NR ALTPI7HIA7E 11E-DDfI K=D 20 PSF ROOF
10 PSF D.L
LIEF: ruEz Gl - 92 • lb
NOTES:
1. SHE AD-RF0072 FOR SPAM TABLES AND NOTES
Z ME AD-TD•0072 FOR QUALITY OF LONOIUDIAL TE-DOWN STRAPS REQUIRED.
3. SEE DINER "DETAILS FOR BLOCI NG (PER) QUANTITY AND DINER REOUEZETIENTS
4. SHE FlLL ADDENDUM FOR ADDITIONAL FEOOREYENTS
5. ZONE 2/OPOANE'C: 56' MAX" HEIGHT
Un 2/OPOAIRE b': 56' MAOWM H OWT
ZONE 3/DPOAIR£'C: 56' MAXIYW HDG17
ZONE 3/01POSIX V. 56' MAOEUM town
EN� !E/ 4
0 : r, ''
19 '
-` PQ VNo.F� `
910334
3 _ : •k
'
'• STATE OF W
90�,•..! s,1P
f ••• //
DAM APPIIOYA
APPROVED BY
ON P INC.
�rm�ol�l
.4m : 4 M04
JACOBSEN HOMES
P.O. BOX 360
SAFETY HARBOR, FLORIDA 34695
mPHONE (727) 726-1138
NOTICE
TTcs SPEYSICAKMS AID quVZAFE
ORMAL PRWRETARY, AND ORILENm
WOWS6.W.ffi9:N uAFAFAcnrlmc
tlC WIN MATERAIS AM PM71QD TO THE
RCFSff FOR 9T[7C RffM AND MW BE
Wl ONIWMIAL Alm SMU raw Imps
Y:
M.T.
OATH
3-1-99
KEY. LETTER
DRAVANG TITLE:
FIGURES 10.2 AND .10.3
DRAWING NUMBER
AD-TD-0073
ADDENDUM
GENERAL NOTES / TIE-DOWNIS
NOTES:
I. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOLE.
2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS
3. VERTICAL BES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-CCYNS WHEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. W c'1 AFCHCRS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED N THE TABUE(S), A STABILIZER PLATE MUST 6E :INSTAL!ED
N ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS
4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (ICI BE IMED BY OTHERS).
S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
E ALL CROWD ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MAIIUFACTURER'S INSTALLATION
INSTRUCTIONS GROUND ANCHORS AND FRAME RES ARE NOT TO EXW BEYOND THE EXIERIOR WALL OF
THE UNIT.
7. STEEL ANO(ORNC EQUIPMENT EROSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF
ZINC COATING PER SQUARE FOOT OF STEEL
8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIEWALL HEIGHT OF B'-O' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WIDE UNITS W/ 90' SIDEW'AIL HEIGHT ONLY).
9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS
OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AND 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON TYP. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
IT. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIACONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION AD TYPE OF SCL IN
MIC H THE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE EMT LIE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES
14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91.
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TILES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER VALUES IN THE TARES ARE DESIGN LOAD VALUES.
16. A MAMUM OF TWO LONGITUDINAL RE-DOPM STRAPS MAY BE INSTALLED AT A SINGE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REWIRED (SEE APPROPRIATE SPACING TAB(ES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER
TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REQUIRED TO MISS PIER LOCATIONS OR OTHER OBSIRUCTION(S).
18. All FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER ICI THE APPROPRIATE TABLES FOR
THE REITI O NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REWIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOC(21G REOUiRElUTS. ALL BLOCK VG DETAIS
CONTAINED WIINN THUS MANUAL ARE APPLICABLE FOR Al ZONES AND ALL EXPOSURES
NOTES. FNGIEER/(Wle...... •up71 OARA "FROVAL
00
�0..;�GVSTEq� F2"p ROVED BY /a,
THESE NOTES AND DETAILS ARE APPLICABLE Q N0. O':
FOR WIND ZONE IT AND/OR WIND ZONE III. THEY = r ENE8703571 ? JN 1 5 10
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' _ .� INC
AND EXPOSURE IV. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH. TPT.S_. ;A1 _.. _. __
■
JACOBSEN HOMES
NonOE "��A"
ra5E 4[OD4MR ARr DAArafA AAE
ANO ul
DRORAA. POF
'lltR7� C.L.Y.
5-19-95
u"u
DRATNIG ORC
P.O. BOX 368
JATAAT,
WJAIYAPTo
WIIIOAIS OF NNACR
— N AL NOTES
'I
SAFETY HARBOR, RORIDA 31695
FA s ARE TK
fl LW uAA = Me PAP 00 1P IM
gmmR,Qy gYpC gRffiS AIO r
DRAWG RIMS.R
PHONE (BLS) )26-7138
API Ea4Danu AIm sasT rAw mws
0
I AD-TD-COOL
52
29
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES
ZONE 1I & III/EXP. C & D
(
�t1 �
I CI U
[�
LONGITUDINAL
TIE —DOWN
SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE 11
WIND ZONE III
wit OTT.
EA END OF
x
EA SECTION
ANCHOR
ANGLED
e
UKANANCHORt
OF EA SEC OF
nox
u SECTION
:N.
uN. e
20'-0.
2
36'
2
45'
24'-0'
2
46'
2
60'
25'-4'
2
50'
3
38'
26'-8'
2
54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN
SPACING
TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE 0
WIND
ZONE 10
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPAGNG
D6L MAD
LOAD
ANCHOR ANGLE
12'
8'-O'
31501
40'-50'
6'-8'
31501
40'-50'
12'
8'-0'
31501
40'-50'
6'-8'
31505
40'-50'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
12'
8'-0'
3150/
4T-50'
V-8'
3150j
40'-50.
/
LONGITUDINAL TIE —DOWN
SPACING TABLE
i�
MIN.
WIND ZONE II
WHO ZONE III
^�
FLOOR
WIDTH
UK OTY.
LA. END FND
EA.YCTION
ANCHOR
ANGLE
Y5 B
UDL Off.
U END OF
EA. SECTION
NCHOR
AANGLE
SPmIN.. 0
2'-0'
2
0'
7
2
'
10
14'-0'
2
70'
3
50
50'
25'-4'
3
45'
3
60'
26'-8'
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX.
EAVE
OVERHANG
WIND ZONE II
WIND ZONE R
SPACINS
DTI`' HEAD
LOAD
mom ARGUE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
20'-0'
12'
5-4'
3150[
4T-45'
4'-0'
31501
40'-50'
14'-0
12•
5-4'
31502
40'-50'
4'-0'
31501
40'-50'
254
12'
54
3150$
1 40'-50'
4'-0'
31501
1 40'-50'
CITES:✓U op -
I. SCE AD-M-000I FOR AD0111ONAL REQUIREMENTS `���` O�••'G\Sl'fq F ��'q
e`` No. F0 % SAPPROVEDBYE
2. SEE AD-TD-0011 FOR MAADNM PIER HEIGHTS REQUIRED FOR THE LOADS = EYE8,70a&74-;_l�
TABULATED ABOVE =T 5 IM
�a�F.:� Nil A,NG.
JACOBSEN HOMES
NO nONSAND "
THESE SPE[N NOYFICDRANN,An
ttdONAI, PROPRMTARY. AND D4IIIODInAL
'OATH'S"'
C.L.Y.
DAIS
5-30-95'
REV. LLIIUO
DRAWING TITIE•
I
P.O. BOX 368
a
MATERIALS OF JACOBSEN MA UFACIURWG
NORM. SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
DL SDm1 MAIERDLS ARC PRONO(D TO THE
mcmT FOR SETnc P"m he NISI a
DRAWING NUMBER
PHONE (813) 726-1138
NPT FLrP m w so1'T ICI OTIQIi
AD-TD-0010
ADDENDUM
NORMAL TIE —DOWN SPACING TABLES Ott & 10 3
ZONE 11 & III/EXP. C & D
__LONGITUDINAL_TIE-DOWN_SPACIN.G_
WN. WIND ZONE D HIND
BOOR 11x on. AJROIaR 11OL oTX
W1uR1 G END Or ANISE EX DID OF
U SECTION IDL B U SCC110N
15-4' 3 45 3
ANGLE
UK B
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX WIND ZONE 0 WIND ZONE 10
FLOOR EAVE WL
WIDTH OVERHANG SPA= LOAD AD ANCHOR ANGLE SPACING D9.� ANaa ANGLE
154 6' EACH SIDE C-10' 1 31508 I An_Ar urn, 1 A, .,
LONGITUDINAL TIE —DOWN SPACING TABLE
\
MIN. VAND ZONE II WIND ZONE 01
FLOOR MRL OTT. ANCHOR MIN. off. AN—w
WIDTH EA END OF ANGLE EA ETD OF ANGLE
EA SECTION UK 0 EA SECTOR LOU. B
3 30 4 35
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX HIND ZONE 0 WAND ZONE 10
FLOOR EAVE DBIL HEAD
PADTH OVERHANG SPACING LOAD AHopR ANGLE SPACINc DRL.� ANCHOR ANG E
VANDZONE OR
(110 MPH)
20 PSF ROOF
10 PSF D.L.
ewe-1
NOTES, FNa` Q . T/(DAPIA APPROVAL -Me
I. SEE FULL ADDENDUM FOR ADDITIOLAL REQUIREMENTS. G\STE)? •�! ��
2. SEE AO-TD-0073 FOR MA77MUM PIER HEIGHTS REQUIRED FOR THE LOADS @� No. _ APPROVED BY
TABUUTED ABOVE 91033i
1 MAX EAW OVERHANG REFERS 70 OVERHANG AT SIDEW'ALL NOT FRONT OR REAR. * ' • ' * -
a. STATE OFAV= INC
AMiABIES APPLY TO IBR' noon W101H5 WITH 95 1�2' I V
1-BEAN SPACING. 96' MAIOMUM SFUEWAIL HEIGHT AND 6 MAXUUM SIDE '%�.<`s .. p P• ���� �w� 11O wycn
OVERHANG (6. OVERHANG MAX EACH SIDE OF UHAT).
N
NOT' JRTT llzwey. JACOBSEN HOMES THESEzCcxLmDDATE: REV. LETTER:
rlsAoDRAWNSARE M.T. 2-8-99
S DRIONAL PROMIART. AND [QIyENTAL DRAWING TITLE.
P.O. BOX 368 UAIER145 aP AACDes:x MAARSA=MG NORM. SPACING TABLES
RL SDOI MAI A S ARE IRmxxe TD M SAFETY HARBOR. FLORIDA ]4695 tcrn l Im SECPL Pusv,s Aro Nlfl ¢ DRAMNC NUMBER; PHONE (727) 726-1138 AEPT CDOUCNN1 AND soup TRDN DUTx$ AD-TD-0072
30
51
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
ADDENDUM
TIE -DOWN SYSTEM
FIGURE 10.0
SIM ECOIW 20 IDR ALIDWAIe M-DORi NMOD
TYPICAL CROSS SECTION I I III
SHOWING REDOWNS TM' ROOT SSRH-7 ir•
SEE mo NOTE 5 FOR
YADMW NERD
ANOKR AIIOE _ AKHOt
FIGURE 10.1
SEE FIGURE 5.0 FOR ILiCM TE-DOIN YLTBOD
WINNOW III
(110 MPH)
20 PSF ROOF
10 PSF D.L
NOTES:-Ip".! �rw vrn�rK.
1. 9S AD-TD-0070 FOR SPAM TAMES ee� ND. CFO • '� APPROVED BY
2. SEE AD-TD-0070 FOR WARITY OF L MMMAL TIE--DOMR STRAPS REOURED. 910334
3. SEE OTHER DETAILS FOR BLOOOM (PER) WANTITY AND OTHER REQUIREMENTS. �•�
4. SEE FALL AODD M FOR ADOIIIONAL REWR04?RTS -.moo.: STATE 01 S
S. ZONE 2/DPOSIIRE V. 56- MAXOM HEIGHT L9Q•' , P' •C��C .N A I� `� v
ZONE 2/E)agSIRE 0 Y V. 1AIDYUY HEIGHT -•;� •4`�; •. NDIAN•• �` rtocaa wlwnumro�
ZONE 3/EIPOSIAE V. 56' MUM HEIGHT ��� HS •.. �� wD m�;mc�awwtnsuaas
ZONE 3/EIP091RE b': 40' MA)DW HEIGHT �A+AA' .••` TT```�. r ( �ypp�� 1: it A
W HR ?DD
NOTICES DRA DALE: REV. lFf1ER:
JACOBSEN HOMES THESE S'EQCCA➢ONSAND DRA NAHS GSM.T. 3-1-99
ORIGINAL. PROPRIETARY. AND Cbi@HCVL DRATWO RTIE:
P.O. Box 368 °i1pO/15 OF JACOBSEN ANuFAcPZ FIGURES 10.0 AND 10.1
11C SUCH MATERIALS ARE PROW W lE
SAFEPH� ORLE(727 FLORIDA726-1138 WT ��R� � FHO GRArnNc HuueER: AD-TD-0071
ADDENDUM�vg�s
ALTERNATE TIE -DOWN SPACING TABLES
ZONE B & III/EXP. C (QK�
LONGnMMAL TIE -DOWN SPACING TABLE
MN.
WIND ZONE A
NSW ZONE II
i
(• ,
v
FILM
YBDTH
ILL V.
FA Be
MOOT
a 0.
u Boar
Alm
MILE
S�Q
EA.sanl
M
wL a
re sco
rL e
5 1�
21-4'
2
54'
3
40'
24'4
2
54'
3
40'
V 4'
2
60'
3
44'
26'-8'
3
38'
3
48
30-8'
3
4T
4
41'
(SEE NOTEµ FOR ANOION ANUM)
VERTICAL TIE -DOWN / FRAM TIE -DOWN SPACING TABLE
MN.
I(A,
END ZONE II
WIND ZONE N
OILxEo
IN
MOM AII{tE
SPAHDC
DR. HN
I=
NM Awe
FLOOR
WIDTH
EAVE
OVERHANG
2S 4'
12*
54
31501
40-45'
5-4'
31501
35'-40'
24'-0'
12'
5'-e
31501
40'-45'
54
31501
OWL
254
12'
54
31501
40'-4S
514
315D1
35'-44'
2G-8'
12'
5-4'
1150+
40-45'
5'-4'
3114
35'-e
30-B'
1Y
5-4'
3154E
1 4 -45
1 5'-4'
1 315N
Sri'-4V
(SEE NOTE 14 FOR ANCHOR ANGLES)
C.
EDOO��mmm
No 45484 m
:� :
uTk H O_ .4- REF. CALC.
mmmi'n�•cC��1pP,���v�`
C-TD - 215.01 - 215.20
`4��iSZDNA .... �
��PAuuAAu���
NO
BN#NW APPROAA:
DAPIA APPROVAL'
1. SEE AD-TD-000 FOR AWIIIOUE RECM MOM
APPROVED BY
ON
2. SEE AD-M-OOIP.A FOR NAWN PER HEIGHTS RFgU= FOR TIE I=
TABULATED AMJtm2009
3, TE-DOVI DESIGNON THIS PALE MIRMHBE 10 MW TEES OILY.
-PIN6.'
4. No MIM ANGLE SHOMI IN THE CHART ABOW GYOOf BE AGHEIPD,
ceHltRr HHAH�iALllifDHoe
HnHmaucHOR AHO HAnnsrAHDUADs
DISTALLED AN AFRiOYED STAMM RATE
JACOBSEN HOMES
UKA17aRA �AIE
� Fitaw-
AI.L
06-04-09
AM Lum
aRA�Ia TmE.
1�LTERNATE SPACING TABLES
P.O. BOX 36e
OImML MK Mt AND NADFMNAI
uuw w &.am M LWAMU D
—
MWO SAFETY HARBOR. FLORIDA 34M
PHOIE (D13) 72Mme
He Rm HMMU AM ROI® TV TE
ImB1T1a C�DNETAtE LID 1167E
Im Calmm AHD MT NIGH ODD¢
00
MAW OMM
AD-TO-0010:1
50 31
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
LaORimu1
IIE-DOYRS
FRAME
Plf%
IE-00%T15
24•
TE-DOIN SPAM
• TE-0OVN ffACNG
TIE-M SPAONG
IE-DOWN SPAGNG
ll[-- N SPAfNG
N•
MAX PER AD -ID -WO TABLEF{R AIFTo-ao1O T/9E P02 AlFTD-D010 TARE PDt An-To-oD10 TARE PER AD-Rf0010 TABLE IMX
FIGURE 1.0
SEE FIGURE 2.0 FOR ALiQ{NATE 72-DOU IEMOD
TYPICAL CROSS SECTION
SHOWING TIEDOWNS TIP. FLOOR SYSTEM TV* GROSS -MEMBER
ORSSIS
SEE POE 5 FOR
MA
YAXMW FEIGLIi
IL ANaa ANGLE ANGLER AN 2E�
FIGURE 1.1
SEE RGURR SO FOR AL7H111IN TIE-001N YE A111j
NOTES:.`
1. SEE AD-TD-0010 FOR SPACING TABLES
2 SEE AD-D010 FOR OMRLIY OF LCNOTURAL TIE-DOYM STRAPS REWIRED.
3. SEE OTHER DETAILS FOR BLOOM (PIER) QNANTTIY AND OTHER REWIREMENa
4. SEE AD-TD-D001 FOR ADDITIONAL REQUIREMENTS.
5. ZONE 2/EXPOSURE •V. 60' MAMA HEIGHT
ZONE 2/DPORIRE b•: 44' MAXYUM HEIGHT
ZGHE 3/OPOSURE •O: 40' MAXMI1 HEIGHT
ZONE 3/EXPOSURE V.- 36' MAXAIUM HEIGHT
�gAy,�pQgpy�.
Z ... ..AE QQ.FQ��''.,74 �MUVtU BY
O G
,: Q" NO. •• 1. 7T - 1a
_ ENE8703571 INC
- _•
4 P' 4r.
'i �it�•'• : ' �. Rff. CALC5:
oa.. ..-
'�i,��'4C'ss o , • �_` •�````A.
JACOBSEN HOMES
„ P.D. BOX 365
SAFETY HARBOR, FLORIDAFl-OPoDA 34695
t. PHONE (813) 726-1138
NOTICE OlNDII
THmsmmATmANDDRANN,SARE
pIONA. PROPRIETARY. AND CONDBRTUL DRAWING
MATERIALS OF AACOM M FACT"G
TO THE
�M FOR VECF c RmMAMMALS ARE lM Aro i H BRAYING
N7r emmin¢ AID 3OaT rRaJ orma
C.L.Y.
DATE
3-27-95
REV. LETTER
TITLE:
FIGURES 1.0 AND 1.1
NUMBER:
AD-TD-0011
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE 11 & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WAND ZONE 0 WIND ZONE 01
\j
FLOOR w[ ANDaa not Dn moo
I D
WROTH U DID DF ANGLE EA OF ANGLE
EA.
CT
ffC110N MOL B EA. SECTIONUK B
<m
9-8' 3 40 3 25
1"O
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
ION.
MAX
WIND ZONE 0
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
PADNc
psL x 2D
LOAD
ARM ANGLE
SPADNG
DBi� a as ANGLE
30'-T
6'
6'-9'
31501
41-46
5'-5'1
31501 1 44-49
LONGITUDINAL TIE -DOWN SPACING TABLE
`
MIN.
VAND Z014E 0
WAND ZONE Al
FLOOR
Ott.
A
NOD BIT.
A
(� l�•v
WIOTH
IL E
U Dro OF
ANGLE
ANGLE
U DID
AKE
�O
U ff[llGLl
10l B
IM
U ffCna
IK
101 8
30'-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WAND ZONE 0
WIND ZONE 10
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
LOAD
MIGHA ANGLE
1PADND
�� AxagR uREf
30'-8'
6'
4'-6'
3 5501
46-50
4'-0'1
31501 49-52
WANDZONE 81
(110 IAPH)
20 PSF ROOF
10 PSF D.L
pA
REF. CALLS. G 4.y - 14.01- 4,
LgRITI l llllp,,,
NOTES:
I. SEE FULL
D APLI V
ADDENDUM FOR ADDIBONAL REGUIRDENTS.�
N0. Fo'•.
APPROVED
;_
BY
2 SEE AD-ID-W71 FOR MAXIMUM PEA HEIGHTS REQUIRED FOR THE LOADS
nD1XAtED ABOVE
910334
•• •: _
O
�.• STATE OF reQ
N 14 INC.
`Ci` • •. D �:
naAA...FnuaRlo[ 1 V
DxInNINAI.owmtmArAa
,
JACOBSEN HOMES
NOT[
TIE4 6PEONUDOIS AND OUNM ARE
BY.
M.T.
DALE
2-8-99
REV. LETTER:
�pr
P.O. BOX 36B
SAFELY HARBOR, FLORIDA 3A695
DRONAL, PROPRIETARY, AND OWUNDAL
M"n°'u6 DF +ACDesA MN.XAaw.Ie
qL RIa MATE AR PRDMI[6 W D[
DRAWING nnc•
NORM. SPACING TABLES
PHONE (727) 726-1138
AT:OPIUE FDY 1oCQC PY9p;E Ap ym R
CPI Yn INODW AAD 4WE1 RDII DIIUQ
(IRAYINO NUMBER
AD-TD-0070
32 - 49
SEE DETAIL 'B'
SEE DETAIL 'C'
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
DETAIL E A'
STRAP BUCKLE WITH 31501
CAPACITY MINIMUM (DESIGN LOAD)
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.
B' DETAIL `C'
DETAIL `
THIS TYPE OF PROTECTION MAY BE USED FOR
PRO`A�1�TRHAA AT LONGITUDINAL TIE CONNECTIONS ALSO.
NOTES:. EttiNESDI D. N NRe, API
%y DA APPROVAL 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT 910334 = APPROVED E?Y
AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET v * ;• voo •:
THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS • STATE OF
WHERE THE ANCHORING SYSTEM REQUIRES THE USE y�0�;•.,/ N�CI�'` I7-�
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). %� F I1A.••'l ` A ,,,,,,,,, ..xv,rammm HnuE
'NOV 2 4
JJD
OIHFRs
1998
JACOBSEN HOMES
NOTICE
THESE SPEOHC MKi NO MAW ARE
DRAM BY:
M.T.
DATL
11-18-98
REV. LETTER:
MMAL PROPKTAAY. Mm DgDUXTVL
IAMII` RXDNG
B
ORAIVNG TITLE:
P.O. BOX 368
"MODALS OF JA=SEN
PC SLOA RATDDALS ARE MDAW M 1K
MISC. TIE -DOWN
SAFETY HARBOR, FLORIDA 34695
BE
�AN1NG NUl1BER:
PHONE (813) 726-1138
MTmira MAN AND EMI p OMM
AD-TD-0050
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE EEVATION
wnwtjr nF-MWN SPACINGS
FIGURE 1.0
TYPICAL CROSS SECTION
SHOWING TIEDOWNS Ire. ROOR
TIP.
MNOIm MGM (91 ROLE 0) mm AIAEE (SEE Ka R)
FIGURE 1.1
(MSGN BASO) ON 95 I/P )-BFAM ffNIFRs W 96' Hfi1 MAO)
NOTES: 1D-6010.1 FOR SPAM TAM
2. SEE AD-TD-07I0.1 FOR W+WITY OF LM RUDIAL TIE-DONN STRAPS IEOIIRFD.
I SEE 00 DEVILS FOR lOOODNO (PEA) QUANTTTY AND OTHER RWREMERIS
4. SEE AD-TO-M FOR ADDITIONAL REQUIR ITIM
5. ZOO 2/EPOSLX V: 67' MX MA IEIBIT
ZX 3AVOSURE'C: W MAU M RETBR
6. 00 ANDHOR ANME SIM ON AD-M-WO1 CANNOT BE A06E14D,
INSTALL AN APPROVED STAMM PLATE
�6C PD�fO i
o No 4._=.
.O a T.: =�C
10"F'.CQR'y• *Nems`
� IOE s ItA
MAlmlll FB♦tlf
APPROVED BY
Jsm 16,2009
N M0NMI
ssosy sssns"Ds IYST
coxssRucmx LED tour f saDAms
GTD- 215.01 - 215.20
JACOBSEN HOMES NOTED& "' M.T.
I T ` 06-04-09
TIDY wamArm Alm IA wx M0:
°f°� POF JAC�°M"'4AND ma DRAUG nnE
MATMAIFIGURES 1.0 AND 1.1
S fBN MMBRACAF7tO
Ex P.O. BOX 368 DAG sm YATBEATS ME PF&M TO TIE
HONE (�alsj �i2266-1138 4695 � F w mu � � B+AwNc Nw�x AD-TD-0011.1 00
40
33
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D 1
LONGITUDINAL TIE -DOWN SPACING TABLE
(�
t'� U
^ O a
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
VNDTN
YIN. OTV.
EA END CF
EA SECTION
ANCHOR
ANGLE
MIN. 0
YOE DTI.
EA ERA OF
EA SECTOR
ANCHOR
ANGLE
YIN. 9
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
SPACING
DOL HEAn
LOAD
ANCHOR ANGLE
SPACING
DB. HEAD
LOAD
ANCHOR ANGLE
12'-0'
6'
8'-0'
31501
40'-50'
6'-8
3150l
40'-50'
13'-4'
6'
8,-0•
3150l
1 40'-50'
6'-8'
31501
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
i
MIN.
WIND ZONE II
WIND ZONE III
11
^ O V
FLOOR
WIDTH
Y0C OTT.
EA END OF
EA SECTION
ANCHOR
ANGLE
YIN. 0
YDE OTT.
EA END OF
EA SECTION
MOOR
ANGLE
UK 0
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'-4'
3
42'
3
55'
13'-4•
4
30'
4
38'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE 0
WIND ZONE 10
FLOOR
MOTH
EAVE
OVERHANG10)
SPACING
OR
MCNOR AXGLE
SPACING
D&i�
INCi3R IlAlF
12'-0'
6
5'-4•
3150g
40'-45'
4'-0•
3150a'
49-50'
13'-4'
6'
5-4•
150"
40'-50.
4'-0•
31501
40'-50'
NOTES:
1. SEE AD-TD-0001 FOR ADDMDNAL REQUIREMENTS
2. SEE AO-TO-W13 FOR MAXUUW RER HEIGHTS REWIRED FOR THE LOADS
TABUATEDABOVE.
C ONEA ` D� MIFF'
``�NQ�.••�ST
§. . fgF.(�,L
P NO. O •. -
ENE8703571 =
DAPIA APPROVAL;
APPROVED BY
.XN 1 5
N114
1 MAX EAVE OV001" REFERS TO OVERHANG AT SIDEHAIL NOT FRONT ON HEAR.
INC
4. ABOVE TABLES ARTY TO 160' FLOOR OR 144• FLOOR MOTHS NTH 95 1/2'
I -BEAM SPACING, 96' YAAYW 9DEWALL FU]GHI AND 6• MAAMITM SIDE
OVERHANG (6" OVUM" MAX EACH SIDE OF UNIT)
•'•. STATE" F Q ?
17 (.% r 4.
% '`•'' ��DIAN ' • ����
i'', f � ' •....... •' �\ ��
Caw.wAnu®Nac
msltiaaArosumswONEO
.
JACOBSEN HOMES
■
„ P.O. BOA 368
SAFETY HARBOR, FLORIDA J4695
PHONE (B13) 726-1138
NOTICE: "l, [[
TESE9[ORCA.TN„SANDDRAWIHISAR'
OEIAVAL PROM1ARY, AND LGMW NTAL
MATERIALS OF AACOB4N MANJFAC;nNO
elc v MATERAS AR[ KNIn 1D TN[
R[OFYNI Fa S-Ecm RPFfH3 Ill M151 M
lvT cwwrA NO SEOV TROA onaa
1111`4A`d •
C.L.Y.
DATE: -
5-30-95
REV. WETTER
/D
H
10
DRAWING TILE:
NORM. SPACING TABLES
DRAWNG NUMBER
AD-TD-0012
P�C�oRS , ttp ADDENDUM
�000 ALTERNATE TIE DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
FIGURE 7.0
SIZ FIGURE L3 FOR IRSDO MED 73-DDUN MNGO
IMPORTANT NOTICE:
HA NOR 4 FOR
YNOARI HO01T
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
VW USING IRIS M-ODU CONPIGURATIDM A MU CRPST PRODUCES YODM 57SR (TYPE 21 AUGER IUMR In A MN IDAD (PoRImIG IOID) G101G OF
4,000 POUNDS AND AN LUOATE LOAD RAIN OF 6,000 POUNDS Y05T BE US®. IN EQUD9AA'T ANCHOR MENG 71d AWW SPECD7CA11DI6 HARE FIT
ANOTIR R HANUFACTUM MA7 u USED 01 F18U 0I THE STYER cm Fromm AMIL
NOTES•
I. SEE AD-TD-DWI FOR ADDITIONAL REOUYREYEN7&
7 SEE OTHER DETAILS FOR BLOCKING (PER) OUANDTY AND OTHER REOAREMIFNTS.
3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOMN SPACING TABLES (AD-TD-0035).
4. ZONE 2AVOSURE •C: 38• MAXIMUM HEIGHT
ZONE 21EJWMRE TI': 28' YAIMAIM HEIGHT
ZONE 3/ETPOSURE'V." 2W MARMIIM HEIGHT
ZONE J/EIPO.9IRE b': 28' MAMMUM HEIGHT
S. SEE AD-1D-0035 FOR ADDITIONAL NOTES
THE ALTERNATE TIE-DOMN MEDICOS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZONES AND N BOTH EVOSIM •C AND ETPOSUIE V. HOIM BY
INSTALLING THE FRAME TE-DOWN STRAPS AT THE 'OU1BOARV FBEAM THE MAX
HEIGHT OFT THE DRUM IS GREATLY REDUCED. SEE OTHER DETAILS FOR NE
RECOULDIDED METHODS FOR INSTALLING FRAME TE-DOM¢
No.
APPROVED BY
N 9
N 14 INC
umo[
io.. i...iwmnrnls
JACOBSEN HOMES
P.O. BOX 368
„
NODDLE SEA/flIIN
TIEnvam`TgRA1MpWA1NfSAlE
DIIGNAL 1'WORETAIR, Alp DO/[pTy
WrtIw Of AKOB50H MAX ACWAI4MG
Am PMMc0
11114E`A�•
C.L.Y.
DALE[
5-30-95
NEV. DEWIER
/�
N
ORANAIO T,1L
FIG. 7.D
SAFETY HARBOR, FLORIDA 31695
PHONE (813) 726-1138
�T TO � R"M NO I m i
GNAWING MIMBER
16PT M WIOITTAL AAo sNWE1 TAoI oTIONs.
AD-TD-0041
34
47
�C��gg gE4� ADDENDUM SSE �lG�gg
ALTERNATE TIE -DOWN SPACING TABLES
ZONE lI & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
i (+�
�• ( v
U
YIN.
H;ND ZONE II
HIND ZONE DI
RODR
�DTM
Yx ott.
EA END OF
FA SECTION
aowR
ANGLE
YN. 0
ua on.
CA FND Q
FA YCIh7N
ArDIDR
ANGLE
YIN. 0
12'-0'
2
43'
2
55'
13'-4'
2
50'
2
68'
10
��
VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
YIN.
MAX
H1ND ZONED
HIND ZONE ID
SPACING
� NEa
tow
A40YEt /RttE
SPACING
W' a'w
Eoa
ANCN00. ANGLE
FLOOR
HiD1H
EAVE
OVERHANG
12'-0'
6•
4'-0•
3750�
20'
4'-0'
3900�
22'
13'-4'
6'
S'-4'
3650/
25'
S'-4'
39601
30'
THIS
ALTERNATE
APPLICATION REQUIRES 4,000 POUND
ANCHORS
LONGITUDINAL TIE -DOWN SPACING TABLE
V
YIN.
HIND ZONE II
WIND ZONE DI
BOOR
WIDTH
�ml. olc
to END a
EA 3CnOX
Yawn
- ANOE
YDl B
wt on
EA END a
FA StCIwX
Yawn
AIDE
YDE B
2
64'
3
47'
12'-0'
3
31'
4
33'
11"O
13'-4'
VERTICAL TIE -DOWN /FRAME TIE -DOWN SPACING TABLE
YIN.
MAX
HIND ZONED
HIND ZONE DI
5°Y97G
� tDAD
Y+awR YiQE
SPACING
� I¢a ANOIOR
FLOOR
EAVE
C
ADDENDUM .
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
IS
S
lil ICI
142
i
TYPICAL CROSS SECTION
SHOWING 11EDOWNS
YtX liYlU'Wll IA4l. . YtA NFIu-UII[ II NYYFwIi INLL WlL
FIGURE 1.2
SEE PIOURR 20 FOR AI,TaWd1E 72-DOtN IF6T1pD
FIGURE 1.3
SEE 17CIIRR 7.0 l0H ALlOtN61E lib-DOTII YBtIIOD
NOTES:
su NOTE s FOR
YYM roar
EN(i`tE�t`({gtC r��O',''''
OAPIA APPROVAL:
t.T SE AD-ro-0012 FOR SPACING TABLES AND NOTES.
z SEE Ao-ro-Dmz FOR aArxtt OF EaNaTuaAE nE-Doxrt smAas REDUAEo.
` 0•' (,\STpq • �` �.
APPROVED BY
I
1 SEE OntER DETAILS FOR RL000NO (PIER) alANniY AND OTHER REOUfrEYFlFti �
� =
1. SEE AD-ro-ooDl FOR ADDITIONAL RECUfIEYENIi
EN $70357
.iAN i E
S. ZONE 2/E1DP09lRE 'C: ]0• YA%OIUY HEIGHT _
:
IN�r
ZONE 2/E7Fo511RE'D': IB' YAxOUY FtEwllt
ZONE ]/EI<POARiE 'C: 78' YAxYUY IUOIT
AT� OF
9O •' � • ��`
mm�a+ow[nmlon
ZONE ]/E1b'091RE b': tw' YANIIAJY Ia1G1FT
/ ��
,�'•. �16:.
JACOBSEN HOMES
THESE srcvrAmrso:rIowF�,L�n%�`�"
C.L.Y.
DAIS 5-19-95
REV. LETTER:
moo
P.O. eox afie
awarY. PROPISTYn. AND rDNtolnAt
Y"� a YAcagu Y�"cM°'c
/Y
atAMlc nitc
FIGURES 1.2 AND 1.3
„ SAFETY HARBOR, FLORIDA 34695
/-�
DRAWING NUMBER
AD-TD-0013
PNorrt (an) rtfi-ttaA
RDR)11 Fal gat Ni61ffi MDu67 H
zFPr mrmlDa AID SODIET rDa ABU6
46
M
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICACSIDE-ELEVATION -
SHOWING IfIE-DOM SPACINGS
Cim^
GI uu
_
��=���►J
YN. /{1( N!-IrW�V 1l1^J2 rtA Xrurwly INl M Yllrwlu U1p1 ([I{
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS-SECTION(S)
"o.p111 i I lllpryrpr
nn
NOTES. E`l PAOVW .. /i DARA APPROVAL'
F •.2 '�
1. SEE AD-TD-DOIO FOR SPACING TABLES �: •F� No. O •. APPROVED BY
2 SEE Ao-TO-oolo FOR auuDlr OF LavGTI au TIE -DOH STRAPS REQUIRED. _ ENE8703571 5
3. SE OTHER DETAILS FOR ELOOONG (HER) QUANTITY AND OTHER REWREIQNTS �• - .1�
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS NIP INC-,o,�•..�,�6/ N�:`�`4.,= HttAN•.•1K111WN>f 1
JACOBSEN HOMES ND,DE- DRANK B7: DATE:
THEY sPCarl NO'E .N: DRAMNLi.AIL C.L.Y. 5-19-95
MINN. PRWKT.AY..ND 0]II1DpTM1 ORAAING TITIi
P.O. B02 368 MATERIALS OF JAC06YN MNAIFACT.RM FIGURE 2.0
SAFETY HARBOR. FLORIDA 34695 KOMII SPED [ Pjp= NO uIIST ff
PHONE (813) 726-1138 ATPT WEDINNt NO iC➢i1 fRU1 ONTO DRANL`iG MIYBFR AD-TD-0014
S. ADDENDUM
'o5 w,. ,�DTM ELT
FOR V20 "� CO,
_m,, ;�6X S R� ALTERNATE TIE -DOWN SYSTEM
TYP. CROSS SECDON(S)
SHOWING TIEDOWNS
I EEE NDE S 1
—11I BADIW ND21OII
(IMB OR AD-I1H0612 GWDE ATLY
RI TIC StAxam 4AD-F¢ SCWG
IF DIE UNT -511 ■TE 1. AD-ID-0OSL)
DP. ROOT SYM1
A M AFAE
TV.
FIGURE 6.0 FIGURE 6.1
SEE FIGURE 11 MR RECOMMENDED YIE-DOTN YgUOD SEE MORE 32 FOR 11COM ITED YIB-DOTN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
IM USING THIS TB;-DORN CONFIGURATION A SEYIE CFM PRODUCES YODEL 57SH (TYPE 2j, AUCCA ANCROR TIM A DES? IDAD (TORED7G TOAD) UTM OF
4,000 PoUHBS AND AN ULTIMATE LOAD RATING OF B4OoO POUNDS YIISt BE USED. 1N EQUIY9AM A'ICHOR YDCIBIG TI¢ ABOYE 5PSfFICA7fONS MADE BY
ANOTHER YANUFACTM MAY BE USED IN IIEU OF THE MU CREST PRODUCTS ANCHOR
NOTES:
1. SEE AD-TO-0001 FOR ADDITIONAL REQUIREMENTS
2. SEE 07M DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REQINtEIOM
3. FOR FIGURE 60 SEE OFFSET UNIT TIE-DOAN SPACING TABLES (AD-TD-00201
4. FOR FIGURE EI SEE NGDIAL TIE-DOW SPACING TABLES (AD-TD-0010).
(ALSO SEE AD-TD-0020 AFD AD-TD-0021)
S. ZONE 2/OP09URE V.- 3Y MAXODM HDG T
ZONE 2/DPOS URE b5 24' MA)WU NMI
ZONE 3/DPME 'C: 24- MAMU FEIGFT
ZONE 3/EXPOSURE V.- 23' MAXWM TEICHT
LER I Ir= JACOBSEN HOMES
AIl P.O. BOX 368
SAFETY HARBOR FLORIDA 34695
,.
PHONE (813) 726-1138
NOTICE -
THE ALTERNATE DE -DORM YEIHODS SHOW ADM ARE ACCEPTABLE FOR USE N
ALL AMD 2CAES AND N BOTH EJPOSIM V AND EVOSURE'0'. HDYEVER. BY
INSTALLING THE FRAME TIE-DOW STRAPS AT T1E'OUTBOAID' T-BEAM THE MAX
HEION OFF THE G OU1D IS GREATLY REDUCED. SEE OTNO1 DETAILS FOR THE
RECOIAENDED IEIHOD.S FOR OISTNLNG FRANE TIE -DOOM
srE�F�cc'' PPF
No.�Fo'.2�%z
E870 = I
ST
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INC
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AD-TD-0033
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LONGITUDINAL STRAP ATTACHMENT
TYPICAL FRAME I -BEAU
A /
TYPICAL LONGITUDINAL ANCHOR STRAP �'/ F�
(FIELD INSTALLED) / /
NOTES:
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
CATOR BEAN CLWP, UANUFACURED BY
TIE -DOWN ENGINEERING, PART 159011
(SEE MANUFACTURERS INSTRUCTIONS FOR
COMPLETE INSTALLAUGH DETAILS)
ROVED 2Y
TIPINC.
MANUFACTURED HOME
CIION AND SAFETY STW40ARDS -
NOTICE UNArm OT:' . uA ¢: HtY. LtIlLM
JACOBSEN HOMES THESE SPEGFIGTIONS AN DRA%w ARE M.T. 6-12-01
ORIGINAL. PROPRIETARY, AND GVMIDENRAL DRAWING DTLE:
uArzRULs a AAmes[N MANUPACTImwC
P.O. Box 36e N ma MAFEMAES ARE PADHDED Tn THE LONGITUDINAL STRAP ATTACHMENT
SAFETY HARBOR. FLORIDA 34695 REORIENT FOR YWC PDRPDSES AND MAY RE DRAIBNG NUMBER: . AD—TD-0016 PHONE (727) 726-1138 *A CONFIDENTIAL AND SEOu1 FROM GTHOM -.
C�oRS , SSp ADDENDUM
4000# o ALTERNATE TIE DOWN SYSTEM(S)
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SEE NOR 4 FOR
IU>71W HOGIT
FIGURE 5.0
Ej Imo-FIGURE
FIGURE LI FOR RECOMMED 11E-DO1N MHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
WHEN USING THIS TIE -DOWN CO&}TGURITIOR A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TITH A DESIGN LOAD (WORIGNO LOAD) RATING OF
4,000 POUNDS AND AN ULTBLTTE TOAD RATING OF 6,ODO POUNDS GIST BE USED. AN EQUIOLANT ANCHOR YEBTDIG THE ABOVE SPECIFICATIONS MADE BY
ANOTHER MANUFACTURER YAY BE USED IN IZU OF THIN STILE CREST PRODUCTS ANCHOR
NOTES:
I. SEE AD-TD-OD01 FOR ADDITIONAL REOUREUENIS
2. SEE OTHER DETAILS FOR BLOODING (PIER) OUANDIY AND OTHER REODREMENTS
3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TABLES (AD-TD-0030).
4. ZONE 7/EXPDSURE'C: 31C MAX:V.Uu HEIGHT
ZONE 2/EXPOSURE D': 27' MAXIPJY HEIGHT
ZONE 3/UPOSURE 'C': 30' MkCUJu HEIGHT
ZONE 3/EVDSURE D': INS APPLICATION S NOT APPUCABIE.
THE ALTERNATE TH-DOAN METHODS SHORN ABOVE ARE ACCEPTABLE FOR USE N
All WIND ZONES AND N BOTH EXPOSURE 'C AND OPOSUBE '0. HOIVM BY
INSTALLING THE FRAME DE-DONN STRAPS AT THE 'OUTBOARD' I -BEAU THE MAX
HEIGHT OFF THE GROW IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
EPiES70111, 71
/O
S/OATS:
NOTICE "null tmA,A, or. •�,.. ..•.. -.._-
JACOBSEN HOMES THESESPEOITGIIENSANDNATAMLSAS C.L.Y. 6-13-95
OTONA�. PRO TMY, AHO cMlaDIL DRAING TITLE'
uATEIw OF JAEODSEH MNIxACTI1LNC FIG. 5.0
m
P.O. BOX 368 pr SUOI MAm Nd PRVAM TO THE
SAFETY HARBOR. FLORIDA 34695 Hty011 Fa 9N1x RRFfta MD TAT BE ORAMNG NuMBEll
PHONE (813) 726-1138 TRDt HA4)xHRAI w0 am TTpI ll E AD-TD-0031
I
38 43
J9DDENDUMACING
�jgt
ALTERNATE UNIT TIE DOWN S TABLES
"AIM. IT D. ITT /VVD n 9, n
O''t
5
MIN.
MAX.
WND ZONE II
HAND ZONE III
SPACING
D���
ANCHOR AIDE
SPADNC
L�
ANCHOR MOLE
FLOOR
WDTH
EAVE
OVERHANG
10'-0'
12'
4'-0•
31501
40'-50'
2A,
31501
40'-50'
12'-0"
12"
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4'
12"
4'-0'
30651
40'-50'
2'-8'
30001
40'-50'
NOTES:
EJ�°: �a C %WP"bpFlp A
BY
1. OFFSET SECTION WITH THE )JARIDALE LINE WALL EXTENDING BEYOND THE ENDWJAE OF
3> O : ''s;VS'F�q••.•
,: •Q``
REVISED
THE ADJACENT SECTION )JUST BE TIED DOMN AT THE YARRIACE LINE IN ACCORDANCE
••
• - C' ••••
YAM THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
.h• •,
SEP 0 9 1
BE TIED DOMN IN ACCORDANCE MIN I E NORMAL SPACING TAMES (AD-M-0010).
2. SEE AD-TD-DDOI FOR REQUIREMENTS.
-O
INC.
ADDITIONAL
.� .
ipO�•''�n9
3. SEE AO-TD-0021 FOR )JA7RYW PER HElal REWIRED FOR DTAMAU LOADS TAAIED
l't`FED
RAL MANUFACTURED HOME
ABOVE-
4++ s GO CO
SiRUCTION AND SAffiY STAND
JACOBSEN HOMES
NOTICE: +S ARE
vc Yo DAA1t116
fEn
R.R.
DATE
8-27-96
REV. LETTER:
.
P.O. Box 36e
AM
MM ROPPAI
mia"AL. or'AfO YID NUFACTNINNL
WIDMIS Or YN4FKNRNC
I
ORAMNG ➢RE:
OFFSET SPACING TABLES
��
ra s ARE
„� n,D,,,,rz�6i%� 1a M
SAFETY HARBOR, FLORIDA 34695
Wm PHONE (513) 726-1138
I¢Dcpl Fa 9'IFAi---Y R
Vol cmwna AND IOU "= OKn
DAAAINO NUUBER:-
AD—TD-0020
A
Ms.
42 39
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
FIGURE 3.0
SO nGURE 4.0 FDR ALTERNATE M-DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE S FOR
W101w NBINT I
(TARES ON AO-M-=MI APPLY
TO RM STAIMMM MULTF•A10E SEC➢M
OF THE UNIT -SEE NOTE L AD-M-M)
DP. I= SISTFN�
TTP.
W 1AMU — MME
AMU ---4 `R I— AI m ARM ANm mu —I 14
FIGURE 3.1 FIGURE 3.2
SEE FIGURE 6.0 FOR ALTERNATE M-DD1H IMIDD i'itlUltl+V-114FiALTLRNATE TIE-DO1N 1161HOD
NOTES: ENG` DMA APPROVAL
TD I. SEE AD--0020 FOR SPACING TABLES ( OFFSET SECTION ONLY).
� •'•G\STF�; •. �` +�
;' Fo ?' - S go E
z SEE AD-TD-002O FOR aANln of LONaTUDIAL lIE-DOHN sniAPs REQUIRED. No. APPROVED BY
-
(OFFSET SECTION ONLY) _ c ENE8703571
3. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER-REQUREMFNTS. _ T ii C
4. SEE AD-TD-OD01 FOR ADDITIONAL REQUIREMENTS. 7
5. ZONE 2/EEXPOSLERE'C': 44" MAXIMUM HEIGHT
ZONE 21EVOS'URE b': 24' MAXIMUM HEIOET (32' 0 24' WIDE MIN.) �i� ••,• SWpvpp
ZONE 3/EIODSLIRE'C': 32' MAXIMUM HEIGHT •css'/ANAL E�������
ZONE 3/F00'OAIRE b': 32' MAXIMUM HE1G11T (N' 0 24' WIDE MIN.) AAAAA AAYY
NOTICE DRAWN BY: DATE: REV. LETTER:
JACOBSEN HOMES ORIONAI THESE PECOPRIEONSAHNDRARINCS,VE C.L.Y. 5-11-95
NXUONIL PROPRIETARY, AND CNXDmFFNNTUI DRAWING N11L
OPOAF
YATERAIS OF JACOBSEN YAIARACTORNG
P.O. Box FLORIDAINC. SvOT UATEARLS AM PROVEM TO Tl c FIG. 3.0, 3.1 & 3.2
SAFETY HARBOR, ORI34695 REOOU FOR 9'Emt TTNFD$ ENO MAT a DRAWING NUMBER:
PHONE (013) 726-1138 1uT CO➢ODHLM No'Em HIOII anus AD-TD-0021
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION
NOTES-
`tjrc!y�AIATROVW(�� •.,�
f9��F2.;
DMA APPROVAL
1. SEE ADm-0020 FOR SPACYi TAMS (OFFSET SEC70 ONLY).
�0:e •�C7\STNo. -
APPROVED BY
x SEE ADm-Do20 FOR auANln a Lamwlu x-DOWN STRAPS REaur®. i
(OITSET SECTION ONLY) c
o •. i
NEE703571
5
1
T
3. SEE BRIER DETAILS FOR LCOOCNv (PIER) QUANTITY AND OTHER REQURMENTS
4. SEE AD-TD-0001 FOR MANDO:AL REOUR:MENTS -
_-
T
NC
Q
�' � �
rlaAaYJAA/mrY�I
IPr1ANIPEIRX11XTrRR9O
JACOBSEN HOMES
NOTICE`
MY9RDFKATXXVXNOpATWAAAE
tN BC .
C.L.Y.
OATL
5-11-95
MEV. I'M
„
P.O. BOX 368
OLDNN. FA(PR(TM'[ AIO m1[pINL
MATMA K J 0005DI YANlACMIi10
NC Slxx NARA115 HI RVAOm 10
TIE
OU10NG MTIC
FlG. 4.G
SAFETY HAP.^7R. FLORIDA 34695
PHONE (813) 726-1136
M
RE PD1T rOI —.1 RIFm NO Y0
ITT CaluNNE NY Nor NOI ODM
BRAVING NUME jC ,
AD-TD-0022
40 , , ' 41