HomeMy WebLinkAboutSet-Up Manual AddendumSET-UP MANUAL ADDENDUM
JA OBS N
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA
(727) 726-1138
NOTICE
These specifications and drawings are original, proprietary, and confidential materials of
Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific
purposes and must be kept confidential and secret from others.
fe���°r o
, REV_,2,20
ALL HOMES SET IN FLORIDA
MUST COMPLY WITH
DMV RULE 15C
EFFECTIVE MARCH 29,1999
For information on 15C-
contact the Department of Motor Vehicles
850-413-7600
1
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
ODUNG
3SOVER
USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HOUR LOSS.
DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT.
USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE
GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING
SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND
SUPPORT.
NOTES, ONC
BY
im 1 5m
11
DIMOi�lETi{AO�
NOTICE DRAW BY, BALE REV. LETTER:
JACOBSEN HOMES
nose sPEaTUTIGHs AND ORATWG$ ARE C.L.Y. 5-30-95
OMONAL PROPMEW1 AHp CCNI1DEHnA1 DRAh4lG TITLEYATEIIIALS Of JACOBSEN YAlAITACTUitlHG
P.O. BOX 368 tic 9" VATEIMS ARE PRONGED TO THE EXTERIOR A/C DUCT
SAFETY HARBOR, FLORIDA 34695 RECIVIT TOR VEWC EIiMZ kO MIST BE DRAMNG NUUBER
PHONE (813) 726-1138 RUT COKWIiuI 00 sEOIET n Ou OTHVs AD—AC-0001
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 UNIMD.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 CONTP.OLLED AND MAY BE MANUALLY OPERATED. TO DISCf,)WTI'•IUE
USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN.
NOTICE TO HOMEOWNER
Whole house ventilation switch
You will be able to locate the switch that controls this fan by locating the switch
that is labeled -WHOLE HOUSE VENTILATION,
(See AD-AC-0100)
APPROVED BY
N14r; aN
Soy .
INC,
aranw.c+uv�o[
w�arOwprlu�o+Kt
JACOBSEN HOMES s0T"N �A4 BY. DAIE: REv. tFTiIR:
,�� ��,� AND�.� AREc.L.Y. 9-28-55
%MMM. ►A M IAR,, AMU 09WIMAIM DRAMHc MILL (�
P.O. BOX 358 m"Mms a w mmxMtAc?smc W.H. VENT. •SYS. tL'J1
„ SAFETY HARBOR. FLORIDA 34695 NC SM WhIMU ARE W= 10 THE
PHONE (eu) 726-1139 ar°I CWMVra�°1Cme z0 ono mm °RAM"c "uMetR AD—AC-0100
3
INSTALL WOOD SHIN AT ALL LAG
FOR GAPS IN FLOOR SYSTEMS LOCATIONS FOR LAG SCREW GO
TO 1/f, INCREASE LAG LENGTH 1- E
TO KEEP OONNECTION
NDS01 TIGHT.
AND FOR GAPS TO 31r. INCREASE TIGHT. (SEE NOTE 2)
(
(ALL ZONES) LAG LENGTH t 1/Y.
(ALL DWOWRES)
30 GA STRAP FASMIED W/
WMN 1WBER Cr FASti W RE=U
WAD
Expo=
3/6' X 3 1/r LAG SCRER
7/14" X 19 Gil SFAPUM
WD M
DPOS W
(Lar x 1 1/Y MANES
7/11r x /9 6A STAPLES
MAX" SPACM
VAAW SPAM
IV O.C.
21/r aQ
i
3
S
2
2
b'
tY O.C.
1 7/lt' Our.
b'
4
7
Ur as
t or.
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4
7
3
3
In.b'
S
9
Emapax APPROVAL
DWA APPROVAL
NOTESm
APPROVED BY
1. 1' WL PF)ElRAtx711 15 REOU O CM STAPLES FOR MK COOK STRAP.
2. WOO SUS TO BE WM FROM SPF 03 MIL OR BEITER
may 24,2006
gr Revised
r X 4' x GAP NOTH Olt S�INC.so OR PLmm YAT DE USED IF 1♦Iww EQUALS GAP voTH-4' x 4' NDL 9Vrj)olhn
2 �Ob
Q D60don, Ph.
I, `� v
3. We YAMM SOEVALL NExi1T.
I:ITg3fiF rrng, j'T.^,
FEDEML MmuFtcTultD MDMl
coMSFRUMM &AD SLFEn SIMOARDS
4. SEE OTHER MIAfrS FOR SEALM FLOORS FOR AIR 94FURALI011
JACOBSEN HOMES
NOt7C1� �.
r" �,�s AW a oo= ma
MOM TAK AID MWW Mt
TRAM Br
µ T
DATE:
os-22—os
REY. LL lm
WAV" Tmi
wro+ws OF AAMM rwurA AM
M/w FLOOR FASTENING
P.a Box ace
SAFETY HARBOR, FLORIDA 34695
Na SM EE7IMMS "C f4asXD TD 1E
now FM "woo "0 wo E
ORMW6 WA R:
AD-FA-0001
PHONE (513) 726-1136
an ONEGMAL n co "m an
ROOK JOIST (TYP.)
MULTI -WIDE UNIT FLOOD FASTENING
OFFSET STRAPPING BETWEEN FLOOR SECTIONS
1 112" MAXIMUM OFFSET
(VIEWED FROM BOTTOM OF FLOOR)
rzz S1EF]. STRAP IRSTALIED PER AO-FA-0001
FLOOR AST (TIP.)
OFFSET LARGER THAN 1 112"
(VIEWED FROM BOTTOM OF FLOOR)
rcz STM SCRAP DWAl1111 PER AD-FA-0001
I I 2112x(NIDTH OF SAY) BLOC( FLUSH
a= (SW WE AND W" Rom irrTO BOT10M OF FIR JO n FASTEN
FLDDR JDHst (TYP.) AS J061 Tx If
(i j a1M x (T ) 1 ilO�as NTHOR I (4 x 3' x
T AAA& ATTAW STRAP TO THE wow Sam M ATTACH STRAP
BDT IW OF THHS BLACK. TO THE BOTTOM OF THIS BLACK.
WX SPACM PER AD4A-0001 YAK S'ACIRG PER AD-FA-0001 FAStDM IS FOR FACE SIDE OF
TIE BIDCK ()2 FOR TOTALI
TOP OF JOIST TOP OF JOIST
TOP Jotsf FLOOR JOIST (TYP.) ROOK JOIST (TYR.) FLOOR J= (TV.)
2x BLOCK (SALE SHE AND GRADE 2A1XVDIH OF BAY) BLOCK FLUSH!
AS WO T2 0FASIENFD = _ TO BOTTOM OF FLR. JDM FASIIN
JOIST TO JOIST will WL (10) 0.131' x TO �j _ — I vm MR 7) 0,131' x
- — - — _ ^_� 3' NALS ATTACH 57RAP tO THE ^ 3' NALS OR YD1 (5� 18 x 3'
BDITDM OF THIS BLOCK — — — —' ^ _ "M SCR E TOED. ATTACH STRAP
TO TIHP BOTTOM OF THIS OCf.
FASHHTRIG IS RR EACH SDE OF
TIE BLOCK (x2 FOR TOTAL).
MR STRAP IWAL10 PER AD-FA-0001 STEEL STRAP MAW PER AD4A-M
ISOMETRIC VIEW ISOMETRIC VIEW
USE THIS DETAIL ONLY WHEN THE FLOOR JOISTS
FROM ONE SECTION IS MISALIGNED WITH THE JOISTS .
FROM THE OPPOSITE SECTION.
NOTES:
1. REFER W AD -FA -MI FOR OTHER SPEaRCA110M
REF. CAL[5.z
013ZONE III
EXPOSURE D
2D PSF ROOF
10 PSF D.L.
CALC. # 1 NOV 1, 2019
pr.' .isT..
��,Q�Fs qF�• p ,
No.
• PEE10505134
b : ---
STATE OF toLu
%,,p't�'• /Nb1ANP•• 0'
',v�'V1Ss�oV 1A1111��\\`CT�i
DAP1A APPROVAL•
Lw
c NOV 1 2019
a
CL
a Federal ?AmCOnsC4&s faetu
Homc wction
And Sefdty Sla *rds
1VOTICE: , "nn V.z u.l= nCr.Kllr zs
JACOBSEN HOMES THESE SP&MMATIONSAND PRAWWOSARE C. YOUNG 113.31.a819
OWMAL, PROMiIETARY, AND COHRDENIU4L DRAWRM TMM
P.O.DOX368 MATERIALS OFJAMSENYANUFACTURWO OFFSET 5TRAPPIN6 /FLOOR 5£CITORAS
UlWQ sAFECYHARBOA,FLONDA34665 x�IC•SUCHMATERPLSARE MRDYMTOTHE
REDT+IENTFOR3F&aMPURM&9AND00DT0E DRAWING NUMBER:
PHOHE(813)M-1138 xEPTCONFRWIMANDSEDRLTFRONOTMA pp.FA..oRO1.1
5 AD-FA-0001.1
ADDENDUM
MULTI -WIDE 'UNIT WALL FASTENING
ENDWALL
NDS01
Ns:.
1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF
EXTERIOR WALLS.
.131' X 3 1/2' MIN. NAILS
8' O.C. MAX. SPACING, STAGGERED
FROM SCE TO SIDE (TOE -NAILED).
MARRIAGE LINE
APPROVED BY
174 Revised
S 06 iN 7rl
!+y 24,2006
John C. Doeden, P.L-. NC.
K2 Eno' ?eermg. Ira
ennraaaNes�sensrraucns
l• HOMES
OBSEN
s g
.. a R FLMA 34695
s...n'^att
6
ADDENDUM
MULTI —WIDE ROOF FASTENING
l� CENTER LINE OR MATING
ILINE OF TRIPLE WIDE UNITS
30 'GA. GALW STEEL STRIP I
SECiJ O 1MTN 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
(SEE CHART ON AD—FA-0001 MAX SPACING).
30 GA. GALV. STEEL STRIP
•6' X LENGTH OF ROOF (SECTIONS
MAY BE OVERLAPPED Y MIN.)
W/STAPLES AS SHOWN.
INSTALL ROOF CAP PER SET—
UP WIN. OVER GAL STRIP.
I (30 GA. GALV. STRIPS USED MAY BE
WIND DEFLECTORS REMOVED FROII
**LAG SCREW SET RACK ROOF IN MNAL CONDITIDK
FOR TRIPLE WADES EXCEPT FOR STAPLE HOLES.)
FOR DOUBLE WIDES�\ PAN VI
1 4' 2 3 4'
3/6' X 5' LAG SCREWS AELAG SCREW SET RACKS
TRIPLE WIDE ROOF LINE (2 1/4' SMOOTH SHANK) FOR DOUBLE W IDES
INSTALL LAG SCREWS I I� - -= SEE CHART ON SPACING
FOR TRIPLE Y110ES
AT
SA 45* RANGLE
ED - FOR MAXIMUM SPACING s /
21 4 P3414'TO34'GAP�►
ROOF PERIMETER RAIL-`'
OR RIDGE BEAM
(FOR RIDGE BEAMS SEE NOTE 14)
CROSS—SECTION J `-- INSTAL!. WOOD SHN AT ALL LAG
FOR GAPS IN ROOF SYSTEMS OR FLOCATIONS FOR LAG SCREW TO GO
TO 1INCREASE LAG LENGTH 1' �ROUGH AND TO LOOP CONNECTION
AM FOR GAPS TO 3/4', INCREASE TITIGHT. (SEE NOTE 2)
NDSOi LAG LENGTH 1 1/2. REF CALC. PG.
(ALL CROSS—SECTION (W/^GAP) C WA- 91.01- 91.07
(ALL
NOTES: ter+ APFROYAL DAPIA APPROVAL:
L 2 lAr WL PDCPAIION NTO FECMM NOW IS FCOAM FOR LAG SQW&
2 HOOD SKIS TO K IINFO FROM SPF 03 UK OR KTIOL APPROVED BY
13' X i X GAP WaTe MR. SIB
061 OR FLYrt W MAY IE USED F THCJOiES'S EQJAIS GAP MD* 4' X NA. SZE) Revised
l SEE OM MAU FOR COIFIENFC ROOF NTIM 11011 S May 24 , 2006
4. WO WT&W A LAIC SCREM NM A W9 BEAM, FIRST-ML A 3/r aEMLMM John C. n • P• � ON P1 INC.
HOLE MUCH THE FIRST ROM KAK SEOMO-ML A 1/4' HOLE M OUGN TIE K2. 1-Tjgjn ern tq, Inc FEDERAL K&MFACTUREO NO„E
W0A7" MM KM FOR ilk TFR AM KRIM OF LAG 9' EX HM ON& ARE CORSTRUCHM ARO SAFETY STANDARDS
SCR 31V LAD WREra CWX
S We MNQWY SID LL NEPIT.
N[
Nomcc ~m Y
JACOBSEN HOMES M
TNESE SFECST Wd No MAVN 5 M.T. OS-22—O6
0K NN. PIMOMIUMY, No WiFlA FeFt ORAV6 111i
P.O. eox Sae MAM S Cr JA0°UM MMWACRfft M/W ROOF FASTENING
MG SM YATD{A13 N[ PW= 10 M
SAFrTMHOKE (elaji26-il3e�� �wE am` mmF a a"S'IE nm °�� "�"� AD—FA-0020
7
METAL ROOF RIDGE CAP
DOUBLE WIDE UNITS ONLY
PLAN VIEW
29 GA. MIN. GALV. STEEL RIDGE CAP COVERING
IFNGTH OF ROOF (MIN. ?.OVERLAP AT SEMI) CENTER OR MATING LINE
VVITII #8 X 7/1V HEAD X f FUU,Y THREADER SCREW
AT EVERY RIB (AND ON BOTH SIDES OF RIB VAIHIN END ZONE)
� I I
I
ID SXLLY%16'HEAD X2'
RIDGE CAP --r' I i FNOU MORE�E THAN 2- O�G
� )
I
I I
1 I 1 B
ASPHALT IMPREGNATED SEALER STRIP BETWEEN RIBSI've;i I i
OR CLOSURE STRIP RUNNING 1 1
ENTIRE LENGTH OF ROOF
METAL ROOF PANELS STOP
1 , APP. *30 FROM CENTER LINE
N
Ref: EX-13-0051 and 30 a �v STELa- STRIP
AD-FA-0020 SEa� OF ROOF X 16 Gk s �)
NDS01 FULL PEWTRAIION DIM OED(ING
(ALL ZONES) (SEE CHART ON AD-FA-OODI MAX. SPACING)
(ALL EXPOSURES) --
N/\m, UNY®{ Iv'r vww ar+Q.n arrw�w
SEE OTHER DETAILS FOR CONNECTIONS BETVYEEN ACTIONS APPROVED BY
STANDARD 7AV O.S.B. (24/16 INDEX) ROOF SHEATHING.
I. METAL PANELS ARE 29 GA. MIN. STEEL. VM r O.C. RIBS. V 151), Sep 10,2008
I, SCREVS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND C%DW:;:ril, �'._ NC.
TAOp�HELP
p AVOID
�/OVER DRIVING.
I^�FpSCREW
IS OVgERRgD�RIIVyENN FEDEW mmFACrUM) MWE
ANOTHER SCRE 1 MUST BE ADDED BEST E THE IDYL RC71 •E �f Inca CONSiRI1010" AND SAFETY 5iA5 mos
SCREW (DO NOT REMOVE OVER DRIVEN WEE)
JACOBSEN HOMES
t4 y
t
METAL
�. Box ws.,1 i2+4 R ''w� ,, t ROOF MOGE.CAP
e
8
ADDENDUM
MULTI=WIDE ROOF SEALING/CLOSE-UP
MIN. 30 GA. GAIV.
STEEL STRAPPING\
SEE AD-FA-0020)
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
15# FELT UNDERLAYMENT
z
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
RECOMMENDED EACH SIDE
ARA APPROVAL
PROVED BY
.UN 1 5 19�
•. �.ywacrvem �a[ JT141NC
;ti,� V, ao S,Vi7f SSMO��y
NOTICE DRAWN BY. r�
C.L.Y. DATE. 6-5-95 REV. L[i
JACOBSEN HOMES THESE SKOTMATiO S AND DRAW A,:E
■ OMMA1_ PROPRUMY. An Cauloatul DRAWING TITLE fd�W ROOF SEALING
P.O. BOX 368 UATMA S CF JACOM Mk"ACA WC
,� NG M YAIERUOfD IS ARE PROMTO THE
SAFETY HARBOR, FLORIDA 34695 REOPIM FCR 9ECFX PtRIM AD UM BE DRAWING NUY60t
m PHONE (813) 726-1138 IVT CCW MPAL NO SEOV n= 01VIM AD—FA-0025
0
ADDENDUM
MULTI -WIDE ROOF SEALING/CLOSE-UP
6" STRIP ROOFING CEMENT
REQUIRED OVER
EDGES - HIGH SIDE
MIN. 30 GA. GALV. 15# FELT UNDERLAYMENT
STEEL STRAPPING
(SEE AD-FA-0020)
•
6" STRIP ROOFING CEMENT
RECOMMENDED OVER
EDGES - LOW SIDE
NOTES:
i. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS
REMOVED FROM ROOF IN ORIGINAL CONDITION
(EXCEPT FOR STAPLE HOLES).
MULTI -WIDE ROOF LINE
BEAD OF ROOFING CEMENT
(2 BEADS REQ'D HIGH SIDE
1 BEAD RECOMMENDED ON
THE LOW SIDE)
BY
JIM 1 5 05
INC
JACOBSEN HOMES NOTICE DRAWN Of, DAiE REV. IJTiER
1ftESE SPEOIiGt110NS ARID oRAWiCS AM C.L.Y. 6-5-95
Ci7CNN_ AND —nD — DRAWNG uAIMA1S OF J TITLE•
COM WWJfAC1UtNG
P.O. BOX 368 we ago+ NATERKS AK PROWIPM TO 1N[ M/W ROOF SEALING
SAFETY HARBOR, FLORIDA 34695 WPM fa 9M AN= NO lust K DRAWDIG NUYBER AD—FA-0026
PHONE (513) 726-1138 10T CpF10 nk"scov no orlum
10
0
SHIPPED LOOSE HEARTH EXTENSIONS
TTRART14. INSTA 11,ATIQN,
1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA.
2. INSPECT THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT I1 HAS
BM INSTALLED (INS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE
AREA BETMEEA THE FIREPLACE AND THE HEARTH
3 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE IF THE HOME) AND INSTALL FOLLOWING
THESE STEPS:
A. CAREFULLY PLACE THE HEARTH EXTEH90H IN THE PROPER LOCATION IN FRONT
OF THE FIREPLACE ASSEMBLY.
B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 18 : 2' WOOD SCREWS.
C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXIEHSION
WITH A NON-COMBUSTABLE CAMG OR MORTAR.
D. OR FOLLOW THE HEARTH UROACTUFM INSTRUCTIONS FOR INSTALLATION.
TILE SURROUND
6mm li�
TYPICAL WALL
WOOD TRIM
TYP. HEARTH FACTORY INSTALLED FLASHING
(MAY BE SHIPPED LOOSE)
1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPROVED BY
APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD,
GYPSUM, TILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE JUN 2 8 T99S
OF FIREPLACE SURROUND SHOWN ABOVE.) INI*41NC
na�rwv.nv�NaR
cnat�cra.rowmswwo
NOTICE DUN BY, OATS. F V. I.Enut
JACOBSEN HOMES IKSE SPECOTCATI08 AM WANKS ARE C.L.Y. 6-16-95
WGINAI, PROPRICTAR . AND CartWTK DRAWING �I 7111E
VATSHIP-LOOSE HEARTH
P.O. BOX 368 FRMALS Of 4COM YANWACT"G w- Sm MAIMS ARE PRONGED TO THE ORAMANG NUMBER
SAFETY HARBOR, FLORIDA 34595 RECVEM FOR 9[MC N"M kO U 51 BE
PHONE (813) 726-1138 WT COWDOttUL UO SLCRn FRCP ODD AD-FP-0001
11
SMOKE ALARM ADDENDUM
Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there,
contact Jacobsen Homes and one will be sent to you.
NOTICE TO DEALER AND SET-UP PERSONNEL
This home is equipped with a smoke alarm system and must be tested in accordance with
the smoke alarm user's manual after the home is completely set-up and all the electrical
connections are done.
NOTICE TO CUSTOMER
Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar
with the locations and operation, and learn how the alarms can be silenced once they have
sounded and be familiar with its use. This is a very important safety device installed for
your protection. Be sure that it is kept in A-1 working condition by testing if frequently
in accordance with the manufacturer's instructions.
The alarms operate on household current, and have battery backups. Its purpose is to
provide early warning in case of a fire. Again we stress the importance of keeping your
smoke alarms in proper working order.
TESTING SMOKE ALARM
Test smoke alarms after home has been set-up completely. To test the smoke alarm,
press and hold the test button on the cover of the unit, until the alarm sounds. All smoke
alarms should sound alarms. If all units do not alarm, replace units immediately. This
test should be given to .all smoke alarms individually.
APPROVED BY QEV.
1 OR 25 2003
INC.
FEDERAL MANUFACTURED HOME
MTRUCTION AND SAF£IY STANOAFWS
SETUP MANUAL ADDENDUM
AD-FS-0001-A
12
TRUSS SHEATHING
APPROVED BY
INC.
FEDERAL MANUFAOFURED HOME
MAMINUMMA DSAFETYSTANDARDS
DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES
HINGED TRUSS -
NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW
OUTLOOKERS TO PASS THROUGH. ,fv- TYP. OUTLOOKERS
FACTORY INSTALLED PLYWOOD
FOR SHEATHED TRUSSES
L_
SIDEWALL
J/8" MIN. AP' • '• -_ _._.__.._
APPLIED TO F
DIRECTLY AB(
(APPLICABLE
PENETRATIONS OF THE SHEATHING ON THE TRUSS(ES) FOR
ME OVERHANG OUTLOOKERS (PURUNS), ATTIC VENTALA11ON.
OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION
ALONG THE LENGTH OF THE TRUSS.
(IS- X 14 1/2" MA)DMUM SINGLE OPENING SIZE IN TRUSS SHEATWNG)
NOTES:
1. 3/8" MIN. RATED SHEATHNG FASTENED TO ROOF MISS Td1H 7/16" X
1 1/2" 1 16 CA. YIN. STAPLES 1 1/4" Mt AT PANEL EOCES AND 3" O.C.
AT ALL FRAMING MEMBERS, (NO GLUE REOUDIED)
MARRIAGE WALL
3/8' SHEATIOING TO BE INSTALLED ON -SITE.
APPROVAL:
K` gnL k*edn0, hr.
WINDZONE 111
(110 MPH)
ALL EXPOSURES
APPROVAL
APPROVED BY
IN
MAY t
INC.
FEOEBAL MANUMMIREO HOME
C?>NSiRUCtION AHD SAFETY STANDARDS
140TICE: UNAM BT: I OATF REV. LEITER:
JACOBSEN HOMES THESE SPELIFICAffiMS AND DRAVANGS ARE R.R. 4-27-98
. CRIGNAL PROPRIETARY, AND CO2FIDENRAL DRAINING TITLE:
P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING TRUSS SHEATHING
„ SAFETY HARBOR. (a* 726-1A 84695 REMMf fa; gTar„SARE c sYMB AAm MUST K ORAyANC NUMBER:
PHONE (B1J) 726-113B WEPT coNnDUliAL AND SrCRn MM OTHERS. AD—HR-0001
'13
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TV 70 p� PSI
N Qlztoo
c)an Y FiN
oa owVil
HINGED ROOF DETAIL
WNOERLAY11EAT TO BE CRIED 3' INN.
\\ ON BOTH SECTIONS OF HINGE M.
FOR WINO ZONES 2 AND 3.
RAISE EXTENDED SHINGLE AND UNDEPiAlUENi AND -
AND A MIN. 4 I1r WIOTH OF ROOFNG 'CEIIENT TO
TOP OF LAST SHINGLE ROW ON FTIED ROOF SECTION.
(THIS IS TD BE DONE BEFORE RAISING 19NCED
ROOF SECTION.)
N-J
SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA
ATTACH 2 X 6 X II' BLOCK
OVERHANG FASCIA BOARDS 11
3- fB X 3' WOOF SCREWS O
APPROVED BY
Revised
Nov 30,2006
INC.
FEDERAL MANUFACTURED HOME
WNSTRWTION AND SAFETY STANDARDS
BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS
WINDZONE 11
(110 MPH)
ALL EXPOSIiRES
NOTES: EH6tEF1t APPROVAL DAPIA APPROVAL
I. Ma RAMD ROOF SECTION IN THE RAISED PtHTK1N BEFORE SWUNG HN&M
KING POSTS MID P09TIpL
1( 7- od
John C. [)Dawn+
K2 Eng+nWIN, ttx•
JACOBSEN HOMES msE AMDUO=ABC DRAMD.T. DATE 10-02-06 may'
CROW. N'RQKWT, IUD a fWMAL WA TITLE, . n
P.O. Box 368 W- S" MATORKs AK 10 tNE HINGED ROO D TAIL
SAFM HARBOR. FLORIDA 34693 Xwo FIX gm mugs m im IE DR1►tiING HuueER P4IONE AD—HR-0003
(813) 726-1138 Im m9C manna in m wm nab
15.
SHINGLE AND UNDERLAYMENT AFFLICATION ON HINGED SECTION
INSTALL ON SITE 15# FELT WITH A 6' MIN. OVERLAP ONTO MAIN
ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2
CONTINUE 151 FELT TO ROOF PEAK
'— 5LWKL 1*I1151 KVW Ur WINULL IU OIL inaiALLILLP vry
SITE WITH • 6 STAPLES (1' X 3/4' X 16 GA OR ROOFING
NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND
CONTINUE TO PEAK.
REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE
GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING
THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION
AND BEFORE INSTALLING THE 151 FELT AND SHINGLES.
DETAIL A
NOTES:
1. CEMENTING OF 15 f FELT IS NOT REOUIRED N ANY AREA EXCEPT **X NOTED.
2 FASTENING OF 15/ FELT IS NOT REQUIRED. (FASTENERS APPLED JJST TO HOLD FELT IN PLACE UNTIL
SHINGLES ARE INSTALLED.) -
3. EXTEND THE FIRST LAYER OF ON SITE 15/ FELT ONTO THE FIXED ROOF A WL OF 6' AND UNDER THE LAST
COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO YAINTAN THE 6' YIN. OVERLAP ONTO THE FIXED ROOF.
4. INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS AD-HR-00DI (MATH SPECIFIC END PANEL LAYOUT,
AD-HR-000Z AD-M-OD(A AND AD-FIR-0004.
WINDZONE III
(110 MPH)
ALL EXPMRES
PROVED BY
INC.
MANUFACTURED HOME
CTION AND SAFETY STANWUS
JACOBSEN HOMES >mEmn mm wom AwE °�v" atDATE: tFrTM
M.T. 9-20-03
ONO UL PRQ'WMY AID WNF1v DMAL DRAINING TITLE; SHINGLE Ate LWERLAYMT _
w1EFB S W xoMW �A TLu APPLICATION ON HINGED SECTION
UINFU SAFETY P.O. sox 360 NG SL 01 MAMMs ARE IROYM 10 W
PHONH E (e�) 7��i38 ao� m N � JIM me � °RAwNs NurEm AD—HR-0005
.I
16
PEAK INSTALLATION DETAILS
SECURE ROOF PEAK ASSEMBLIES TO —
HINGED RAFTER WITH #8 X 4' SCREWS,
6.1 /2" O.C. OAX.
DECKING ON RIDGE BLOCK ASSEMBLIES
FASTENED WITH (6) 7/16' X 1 1/2" X 16 GA. I
STAPLES INTO EACH 150 O.C. RAFTER AND
3 1/2" O.C. MAX. INTO 2 X 4 RAIL
(TYPICAL BOTH SIDES) I
NDSOI
NOTES:
I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERIAYIAENT AND SHNGLES.
SEE AD—HR-0002 FOR
ASSEMBLY DETAILS.
ALL WINOZONES
ALL EXPOSURES'
20 PSF ROOF
10 PSF D.L
Ru' ckm CRC-167.01-167.02
704GKER APPROVAL' OAPN APPROVAL _
APPROVED BY
Revised
04 NJun 09,2006s�E.
John G. uorl, F.F�oE�aw pi
cr
Enyinftring, Iric coesmu, sArrn sTA.tl"nos
JACOBSEN HOMES
Ton«
A
»#� srtatxAno�sAm �,,,�,�
UHATRI tlT:
O.A.
pAIA
06-0e-06
1{CT, lLIRJ1:
Box 366
oiao"r.. POWNE1 1. 00 CMMTK
YAmms or oxws wm r4VJRM
M
DRAMG 11M
PEAK INSTALLATION DETAILS
W- 9" YATMALS ARE PRDVE s 10 THE
SAFETY HARtlRBO.
HARBOR., fLONztDA 3�695
PHONE (727) 726-1138
10PIXI rO1 SPUM NFM AM MAT r
1vr mrsom m saw Nwoi onus
DRAWING FUMM .
AD-HR-0006
17
SHINGLE/UNDERLAYMENT INSTALLATION
SITE INSTALLED SHINGLES (USING THE
6 FASTENER METHOD) AND CAP INSTALLED
PER MANUFACTURERS INSTALLATION j
NSTRucnoas.
TOP COURS(S) OF SHINGLES TO
OMAP PEAK AS SHOWN.
SHINGLE INSTALLATION
INSTALL FIRST LAYER OF 151 FELT
INSTALL TOP LAZIER OF 151 FELT
TO ROOF NTH A 6' MIN. NDTH OF
TO ROOF NTH A 6' 0. NDTH OF
ROOF CEMENT AT EACH END TO
ROOF CEMENT AT EACH END TO
ROOF DECK AND/OR EASTNG
ROOF DECK AND/OR EIOSTING
FELT AS SHOWN.
FELT AS SHOWN.
SEE OTHER DETAILS FOR
STE INSTALLED ROOF PEAK
UNDERLAYMENT INSTALLATION
j S:
DAPIA APPROVAL
WED BY
4 AUG 01UU
INC.
IUflLCTURED on
N AND MTY SWWW
JACOBSEN HOMES > sK�an�NOTICE DRAM BY. M. DATE: 7-28-04 REV. LETTER:
s no mA=m mm
tKWAL PRMTAkT. NO COe W"AL DRAVVIG TITLE: _
A
P.O. BOX 368 NAlEiMS OF IRIP YAACAGW SH Ol/UNDERLAYMFNT INSTALLATION
!VC M YAUALS ARE PRONGED TO WE
SAFETY HARBOR, FLORIDA 34695 PF(iHAtT FCA V= RRVOYS AM VV BE DRAT�WG WA.'SUL
PHONE (727) 726-1138 IVT CMFMUX MO IEarT nM OMM AO—HR-0007
18
ADDENDUM
TYP. SHIP -LOOSE PLUMBING SUPPORT
�- FASTEN TO ROM FRAWNG
MEIMER W/ STAPIE OR NU.
BANOMG STRAP i441,PPEW AROUND PIPE AND FASTENED 10 FLOOR FRAMING.
ADE OF NOT LESS THAN 1/4' PER FOOT MUST BE MANTANED TOWARD THE
OUTLET. WERE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS VM 1/8'
'00T MAY BE USED WHEN A FULL SIM CLEANOUT TS NS190 AT THE UPPER END.
mrw nr MAIN P1P161r.
NOTES:
1, PIPE CLEANER AND GLUE SHALL ALSO OE SUPPLIED
BY THE MANUFACTURER FOR PLUMBING CONNECTIONS.
2. 48" O.C. MAX. SUPPORT SPACING.
JACOBSEN HOMES >�SE VECrr-AB•0oNT5'CAA DRA» AM. DRAWN eT R R "'E 7_17-97 REV. Ler1ER:
1 011MA1. Mtd'RIIAV- NO CMfmffi % DRAW DTLC
T" P.O. BOX 368 V kMaA" OF AMU MANWAMIINC PLUM..oIN m VATERia ARC wroum TO nK UP
Nc s
SAFETY HARBOR, FLORIDA 34695 ALLHQII NA 7= M17= mo WM a DRATING H JBM-
PHONE (613) 726-1138 anewroD ui."SEM7msosm AO—PL-0001
19
NOTES:
OPEN PORCH RAILINGS)
IT IS THE RESPONSIBILITY OF THE SET-UP CONTRACTOR
OR GENERAL CONTRACTOR ON SITE TO INSURE THAT
THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET
ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION.
PPROVED BY
IWVs
INC.
JACOBSEN HOMES T� MftANAISNO MAUMM W DRAW � M.T, DATE.3-30-05 `E"' LIMP.
wkm t_ rm"mTAFT; AND CaTtTO a"AL MAW TITLE
MAT
DIALS BOX 368 WNS OFAM=SFA MWACTt%WC
,� X0 TIAMWJS AAE PROVDIM TO TW OPEN PORCH RAILING(S)
SAFETY HARBOR, FLORIDA 34695 KQPW FGA SPE X PLRPOSES NO MKT BE DRAWK NLWW:
PHONE (727) 726-tT3B KEPT COO1dP11ML Atq SEW FF M oTfm AD-PO-0001
20
ON SITE PITCHED ROOF DETAILS
IMPORTANT NOTICE
THE ON SITE PITCHED ROOF INSTALLATION
(INCLUDING SHINGLES AND CAP) MUST
BE COMPLETED WITHIN 60 DAYS OF
DELIVERY TO THE HOME SITE,
FOR ATTACHMENT OF ALL VENTING (INCLUDES
12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING
41 VENTS SEE AD-PR-7007 & 7009.
MAX. ROOF SLOPE FOR ROOF DECKING DETAILS
SEE AD-PR-7004.
FOR ATTACHMENT OF PITCHED
RAFTER TO TRIPLE WIDE SEE FOR ROOFING DETAILS SEE
AD-PR-7002 A SEE AD-PR-7008
SHIP THIS SEC. LOOSE
(SITE INSTALLED)
------------- - - - -
--
FOR OVERHANGS
SEE AD-PR-7003.
FACTORY INSTALLED RAFTERS
(CENTER SECTION)
REMOVE ALL FACTORY INSTALLED �-- FOR ROOF VENTING BOTH FACTORY —
POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006
ON SITE PITCHED ROOF RAFTERS
CENTER SECTION OF TRIPLE WIDE
t TYPI -NL TRIPLE WIDE HOME
REF. PG. IW-07-0011 WTI- -SITE INSTALLED PITCHED
FOR FASTENING C ATER SECTION RAFTERS
NOTES:
OAPIA APPROVAL•
APPROVED BY
Revised
Oct25 , 2007
ON AiNC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NVACM
DRAWN BY:
O.A.
DAIS:
to-24-07
'REV. LETTER:
JACOBSEN HOMES
ms Si'ECIFlCAmNs AND oRAvm
ORIGINAL, PROPRIETARY, AND CDNPWRAL
,
DRAWNG TIRE -
P.O.OF'A
MATERIALS MANUFACTURING
LNG SUCH MATERIALS ARE PROVIDED TO THE
ON SITE PITCHED ROOF DETAILS
SAFETY HARBOR, FLORIDA 34695
® PHONE (727) 726-1138
TitCMT TOR SPEOFlC RiIiPW AID 96T BE
KEPT CMUNTIAL AND sECAET FROM OTHERS
DRAWING NUMBER:
AD—PR-7001
21
ROOF- TO ROOF ATTACHMENT
SITE INSTALLED 7/16' MIN. ROOF
SECURE SITE INSTALLED ROOF DECKING DECKNG SECURED WITH 7/16' X 1 1/2'
WITH 7/16' X 1 1/2' X 16 GA. STAPLES S
. . STAPLES. 2' O.C. MAX. TO
(12) EACH SIDE OF MARRIAGE LINE TO EACH X 16 CAARAFTER.
EACH 16' O.C. RAFTER.
SEE DETAIL 'A' SEE NOTE V
11' MIN. SITE INSTALLED DECKING OVERLAP
FACTORY INSTALLED ROOF DEIXING ' SITE INSTALLED RAFTER TO
_ ALIGN WITH TORT INSTA :ED
IL RAFTER BELOW.
OOAOOO-
SEE NOTE 12—/,r
MAY BE RIDGE BEAMS 18' MIN.
(SEE NOTE /4) _ k DECKING VA
CROSS-SECTION
FACTORY INSTALLED RAFTER I
(CENTER SECTION)
wmzcw,m
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
REF. PG. RC-07-0044
10 PSF D.L.
NDS01
RU. CALCL C-FS3 - 88.01
• NOTES:
E00NE i APKWAL:
°APN APPROVAL:
1. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WITH
2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE
APPROVED BY
INSTALLED PITCHED RAFTER TO 90 MATH FACTORY NSTAU D
RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.)
2. ATTACH MATE LINE RAFTER RAILS (OR RIDGE BEAMS) WITH
4 1/2'
Q�
Jun 09,2006
110 X SCREWS 9- QC. MAX SPACING,
INC.
I5EE AD-FA-0020 FOR CAP TREATMENT BETWEEN SECTIONS.
So60 P C hn C. oeciaTl, ..
Non".unsc.ae NOW
K2 Engkmaring, Inc.
��,,,a,o�ETMST.,aums
JAC OBS EN HOMES
P.O. BOX 366
SAFETY HARBOR. FLOWA U695
PHONE (727) 726-1138
>m.�.a AW CRAIWO Ut
.A�A..ovecta". me �
YA1E ms 1F .MC0m wa rbe"mc
mmmmROOF
VEM" FM W= FA W VW [
m exw w >oo[t wa ow:a
°A °T O.A.""
o6-02-06
A
ORA
TO ROOF ATTACHMENT
°RAWK l V&k
AD—PR-7002
22
END ZONE RAFTER" LOVERHANG ASSEMBLY
ALT. CONSTR. RAFTERS
2 X 6 OUTLOOKER
W O.C. MAX. BETWEEN OURDOKERS
/0.
RAFTER TOP CHORD-� C Q
0
-off 2 X 4 NAILING BLOCK
2 X 6 OVERHANG FASCIA (INSTALLED ON SITE)
THIS TRUSS INSTALLED ON SITE MIN. (3) .131' X 3' NAILS
ZRAFTER BOTTOM CHORD FROM NAILING BLOCK INTO
16V RIM PLATE OF ADJACENT
SECTION OF UNIT. AND .
MIN. (3) .131' X r NAILS
DOUBLED END ZONE RAFTERS FASTENING FASCIA INTO
TYP. IV O.C. END OF NAILING BLOCK
2 X 6 FASCIA FASTENED TO OUTLOOKER
W/UN. (5) 7/1V X 2 1/2- X 15 GA.
STAPLES OR MN. (3) .131- X 3- NAILS
(TYPICAL AT ALL CENTER BRACES)
k NDSOI
2 X 6 OUTLOOKER
19' O.C. MAX. BETWEEN OUTLOOKERS SEE CHART FOR FASTENING
ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF 13 FLAT f OUTLOOKER TO TOP CHORD
MULTIPLE TRUSSES FASTENED
TOGETHER W/MIN..131' X 3-
NAILS OR MIN. 7 16- X 2 1 /2'
X 15 GA. STAPLES 16' O.C.
MAXIMUM NTO TOP do BOTTOM
CHORDS ONLY.
�— 2 X 6 OVERHANG FASCIA
END ZONE ASSEMBLY NOTE.
(SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUiLOOM TO BE SECUI D M EACH
1R055 OF THE DOUBLE 1A1lSSFS LOCATO
0 IM WZONE PER FASiE U CHART.
SINGLE TRUSS ONLY
REO'D OUPME OF
3 FT. AREA
...SS MAY BE
PLACED ON SM SIDE
1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE R
SECTION 70 BE DOUBLED.
2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING.
3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE
FASTENED PER AD—PR-7002.
TYP.
OUTLOOKER FASTENING:
FASTENERS:
QUANTITY:
PENEIf 7M
.131 PD NAIL
5
1 i/2'
15 GA.- STAPLE
B
1'
I is Smw
2
1' (INCL TIP)
OU100M FASIENEFIS MAY BE IWAIM NANDZONE 111
FROM TOP CHM OM F PE MAN N ALL EXPOSURES II
B SAW. (110 MPH)
20 PSF ROOF
10 PSF D.L.
C-RC-197.01-197.02
j77-Vo8'>
John C. DooEen, P.t.
•K2 Eng►ne0 4n9; InG.
APPROVED BY
0 N
000
Feb 05,2008
INC.
FEDERAL WWUFACTMRED MOVE
CONSTRMMON AND SAFETY STANDARDS
JACOBSEN HOMES
P.O. BOX .ZmaOM
SAFF AERS7C 726 D1138 695
1NESESEECFlG'7M'AWDDMVWSAK
. rou%mgmy. Nw
WIERMS OF JACOM MMWACRIRNP
NG 9" yA�3 w p 10
M AD JF III"OY WBE
DMANN�: O.A.
SAIL 1-29-08.
DRAWING 'ARE
END ZONE RAFTER/OVERHANG ASSEMBLY
DRAWING MOM
AD-PR-7O03
23
ON SITE PITCHED ROOF DECKING INSTALLATION
T1P. ROOF FRAMING
16' ON CENTER
MN.
— I TRIPLE WIDE CENTER SECTION PEAK — it
SITE INSTALLED DECKING ON PITO, NO BLOCKING REQUIRED
TRUSS SECTION E RONS (2 F OF
LL AT CONTINUOUS PANE
BOTH OUTSIDE sEcna+s (2 FULL
ROANS OF SHEATMNG) SEAMS BETWEEN TRUSSES
SEE OTHER DETAILS TO SECURE TRIPLE WIDE MARRIAGE LINE
SITE INSTALLED PITCHED TRUSSES
MIN. VAOTH PER SHEATHING REQUIREMENT I L MANLIF. INSTALLED DECKING TO HERE
APA RATED ROOF DECKING
(OR EQUAL)
I
1AI110ZONE II
ALL EXPOSURES
(110 MPH)
20 PSF ROOF
10 PSF O.L.
NOTES: ENGfW APPROVAL• DAM APPROVAL•
1. 1/0' MAAMUM GAP AND 1/16" MINIMUM GAP BETWEEN DECKING
PERPENDICULAR AND PARALLEL TO TRUSSES APPROVED BY
2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 F Revised
SPAN RATED) DECKING (EQUAL OR BETTER). JOh C. UOOct 29,2007
3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 INC.
SAME DECKING PATTERN. 7N
FEDERAL MANUFACTURED HOME
4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2' X 15 CONSTRUCTION AND SAFETY STANDARDS
GA. STAPLES AT 3' O/C EDGES AND FIELD
J AC 0 BS E N HOMES UM WAVAUS , o DRAW= ME NAM BY. DATE.IV.�R:
O.A. 10-24-07
oRDoM PRWK R,c NO OONFIOF UX DRAW lITM
P.O. BOX 368 w- � y�M Im �A ON SITE PITCHED ROOF DECKING INST.
SAFETY HAR80R, FLORIDA 3095 f9ow FOR NEW 40 MIST eE DRAWG MMEM
PHONE (727) 726-1138 WT OurIDOMut ►eo am ffm am AD—PR-7004
24
SITE INSTALLED PITCHED ROOF VENTING
TYP. 50 SO. IN. ROOF VENTS
(SEE AD—PR-7006 FOR QUANTITIES)
TYP. 100 SO. IN. CUTOUTS FOR -
VENTILATION OF ROOF SECTION
(SEE AD-PR-7006 FOR QUANTITIES)
FLAT CENTER SECTION OF ROOF
INSTALLED AT MANUFACTURER
TYP. ROOF INSULATION --�
CEILING PANEL—/
CENTER SECTION (FLAT TRUSS)
MARRIAGE WALLS
MARRIAGE WALLS
FLAT CENTER SECTION
NOTES:
SITE INSTALLED CENTER
SECTION OF ROOF
DAPIA APPROVAL'
APPROVED BY
Revised
Oct 25,2007
iNC.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
JACOBSEN HOMESTNEST
NOTICE
s�aF>cA:loNs AmoRANiYGS ARE
ataWe BY:
o.a.
DATE:
To-24-07
REY. LETTER:
A
BOX 368
PROPRIETARY,AND CONFIDEFITIAL
MATERIALS OF JACMANUFACTURING
DRAWING TITLE:r`P.O.
I1ORMAL,
\\SUCH
YATUFEAIS ARE FROMTO THEW -
SITE INSTALLED PITCHED ROOF VENTSOBSEN
/(
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
MM"T FOR SFECFX R RPDSES W MAST TE
KEPT CON51MR& AM SMT FROM OTIERS.
DRAWING NOMBER.
AD—PR-7005
25
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PITCHED ROOF EXTENDED VENTS
SIZE INSTALLED VENT CAP OR SOLAR TUBE
SITE INSTALLED FLEX DUCT/ SITE INSTALLED VENT CAP
(SEE DETAIL 'A')
SITE INSTALLED CENTER
,SECTION OF ROOF
EXTEND FLEX DUCT 3` ABOVE RAFTER SHEATHING
FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING
FACTORY INSTALLED CENTER
SECTION OF ROOF
TYP. CONNECTION 10 VENT
FAN, SOLAR TUBE, OR
EXTEND TO RANG HOOD
MARRIAGE WALLS
EXTEND PIPE 3' ABOVE SHEATHING
PLUMBING VENT (FACTORY INSTALLED)
CEILING PANEL
MARRIAGE WALLS
SITE INSTALLED
PLUMBING VENT PIPE
(EXTEND 3- ABOVE ROOF)
(SEE DETAIL 'B)
FACTORY INSTALLED FLAT CENTER SECTION
VENT CAP
(OR SOLAR CAP)
EXHAUST DUCT SPLIT
AND FASTENED TO ROOF
DECKING OR BACKER
WITH MIN. 4— 8D NAILS
IN LIEU OF FASTENING
DUCT TO VENT CAP.
�`- SITE INSTALLED FLEX DUCT
,y
\-SHEET METAL
SCREW
0-*—FLEX DUCT (FACTORY INSTALLED)
NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED
WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE
TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE.
DETAIL 'A'
NOTES:
1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS,
I SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION.
3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SQUARE OR ROUND
HOLE CUT IN ROOF DECKING. .
4. RANGE AND BATH/AIR OUAUTY FLEX DUCTS TO BE SPLICED WITH
ALUMINUM TAPE AS SHOWN N THE DETAIL ABOVE.
5. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH
APPROVED GLUE.
PLUMBING VENT
ROOF FLASHING
(SITE INSTALLED)
0 VENT PIPE
(SITE INSTALLED)
COUPLER
* '(SITE INSTALLED)
VENT PIPE
(FACTORY INSTALLED)
DETAIL ' B'
APPROVAL•
APPPOVED BY
JUN to
INC.
FEDERAL. ANUFACTURED HOME
rnNSTRU '110N AND SAFETY STANDARDS
NOTIC& DRAWN BY: DATE REV LETTER:
JACOBS EN HOMES T� SPECIMTONS AM MAWM ARE R.R. 01-23-0�
UGUK - PROPREIAK% AM CF7NE"liq. DRAWING TIRE:
P.O. BOX 368 mATUMS a HAMNACMM
®® W- 9" MAZIMS ARC PROVIDED TO TIC PITCHED ROOF EXTENDED VENTS
SAFETY HARBOR. FLORIDA 34695 REFS N FOR SPEOrIC FtiI6M NO WAI K DRAWW NU"R:
PHONE (727) 726-1138 IVT MWWNW AND MKI IRM olliols AD—PR-7007
27
SITE INSTALLED SHINGLE AND UNDERLAYMENT
FED NSTALI D 15j FELT MN. INSTALLED OVER THE
FACTORY INSTALLED WERL.AYMENT IRTN A 6' MIN.
OVERLAP AND A MIN. 6' WDIM OF ROOF CEMENT.
151 FELT To HAVE A 6' MIN. OVERLAP 151 FELT ALSO CEMENTED NTH A 6' WDTH AROUND
AND A MN. 6' WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND
THIS ALSO APPLIES TO ENDLAP SEAMS, PERIMETER OF ROOF.
I C
r -1 r -1 r -1 i ` LLD INSTALLED ROOF SHEATHING (IYP.)
I
6' 4ADTH OF ROOF CEMENT WHEN
OPTIONAL 15/ FELT IS INSTALLED.
I
-
I
I OPTIONAL LAVER OF 151 FELT
ONE-PIECE 9441E
UI)ERLAYUENT
ROOF WAD" (TYP.)
THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER
THE UNDERLAY10T HAS BEEN INSTALLED.
THE LAST COURSE OF FACTORY INSTAUED SHNGLES TO LEAVE
A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE
OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMIENT OVER
LAP OF V MINIMUM.
1/2' 1/2.
TO TO
3' 3'
h
FASTENING DEW wINDZONE lu
(110 MPH)
ALL EXPOSURES
NOTES: ENGFW APPROVAL_ DAPIA APPROVAL:
1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY
EXCEPT WHERE NOTED. Revised
2. FASTENING OF OPTIONAL 15# FELT IS NOT REQUIRED. (FASTENERS APPLIED 4�_jjt*'dl
Oct 29,2007
ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) J hn '.fi, INC.
�I 1�v`��-I Inc.FNSTRUC"DN
KANLFACrURED HONE
3. SHINGLES INSTALIED PER MANUFACTURERS INSYALUTION INSTRUCTIONS K2 Eng ' 9r AND SAFETY STANDARDS
ONLY MEN SPECIFIC APPLICATIONS ARE NOT COVERED.
Alm® S EN HOMES
NOTICE
I> 1 Am MAN AM
WVN BY:
O.A.10-24-07
DATE
REV. LETTER:
�D G7
WOWL. PRGFWMt AM CMEM
1!A DF
DRAIM W:
Em
P.O. BOX 368
sinMAI
at sKfl 4ATEY1lkLS IEEE FEED m 11C
SAE WALLED SHINGLE AND UNDERLAYMENT
SAFETY HARBOR. FLCRDA 34695
NOW RR 9M PWPW n MT IF
MAWG NUMBER:
PHONE (813) 726-1139
On tWOMT& M SW I= Oti{IM
Ad-PR-7008
28
TYPICAL FLASHING INSTALLATION
ROOFING TAR UNDER
NAILING FLANGE AT
ALL FA57ENERS
TYPICAL SHINGLE ROOF
//
ROOFING TAR APPLIED OVER
FASTENERS AND UNDER ALL
TYPICAL FIELD INSTALLED RAFTER
SHINGLES OVERLAPPING THE
ROOF FLASHING.
AW X V MINIMUM ROOFING NAILS
OR .113" X I' MINIMUM NAILS MAY
OPTIONAL SHINGLES MAY BE APPUED TO
BE USED IN LIEU OF STAPLES FOR
FASTENING FLASHING
COVER ANY ROOF VENT FLANGE BY SECURING
TO ROOF,
THE SHINGLE TO THE FLANGE AREA WITH ROOF—
ING MASTIC (TAR).
OPT. SOLAR TUBE INSTALLATION
TYPICAL SHINGLE ROOF
SOLAR TUBE DOME, WITH NAILER
FLANGE, SECURED TO ROOF, ON TOP OF
UNDERLAYMENT, AND TOP OF RANGE
UNDER SHINGLES. WITH BOTTOM OF
RANGE OVER SHINGLES (BOTTOM FLANGE
MAY BE COVER WITH SHINGLE TABS
SECURED WITH AN APPROVED CAULK).
TUBE SUPPLIED BY
SOLAR TUBE MAN.
NOTES:
DAPIA APPROVAL•
1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X 1- X 16 GA.
APPROVED
BY
STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE).
Tic.
FEOE
AL MANUFACTURED HOME
CgtS
RUC110N AND SAFETY STANDARDS
J AC 0 BS EN HOMES
Nonce
sPEalrJlnoxs AND DRAwIG$ AR[
DRAWN BY.
M.T.
oATE
02-04-04
REV. LETTER.
DRAWNC TITLE:
Or MMIL. PROPRE1ARr AID CpF10EMIM
P.O. BOX 368
�,
uA7CMALS OF PZOeSER KmAFAC1Uft*
Nc SUCH I AWRIMS ARE PROMO D 70 11E
TYP. FLASHING INSTALLATION
'—
SAFETY HARBOR, FLORIDA 34695
RECIPU1 FIR SPEOIIC PUR SE5 AND *AT K
DRAWING NUMBER
PHONE (813) 726-1138
PVT CDf M➢4L NO SECRET TROY OOERS
AD—PR-7009
29
ADDENDUM
GENERAL NOTES / TIE-DOIV S
NOTES:
I. FRAME M-DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME.
2. VERTICAL TIE -DOWNS ARE REOUIRED IN ADDITION TO THE FRAME TIE -DOWNS.
I VERTICAL DES MAY BE SECURED TO THE SAFE GROUND ANCHOR AS THE FRAME TIE-CCvIuS >4HEN A DOUBLE
HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. lki'I ANCHORS ARE NOT
INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST 6E .NSTALLD
IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS.
4. FRAME RE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JAC08SEN HOMES (TO BE SUPPLIED BY OTHERS).
5. VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBIN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY
JACOBIN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END
TREATMENTS ARE TO BE SUPPLIED BY OTHERS.
6. ALL GROUND ANCHORS AND FRAME TIES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS. GROUND ANCHORS AND 'FRAME DES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF
THE UNIT.
7. SIM ANCHORING EQUIPMENT DFOSED TO THE WEATHER SHALL BE PROTECTED WiTH A MIN. OF 0.30 OZ OF
ZINC COATNG PER SQUARE FOOT OF STEEL
$ DESIGN BASED ON 95 1/2- i-BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-D' (82' I -BEAM
SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTi-WIDE UNITS W/ W SIDEWALL HEIGHT ONLY).
9. LONGITUDINAL DES SHALL BE INSTALLED O4 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 A4D 16.
10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAiN I -BEAM (AS SHOWN ON T1P. CROSS-SECTION
DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP.
11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER ARCHITECT OR A
NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF
THE DIAGONAL. TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION mD TYPE OF SOIL IN
WHICH DE ANCHOR IS TO BE INSTALLED.
12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12' ABOVE THE WATER
TABLE
11 GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED
TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES.
14. *ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE
SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91,
STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS.
15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE
LOAD OF 47251 (3150 j DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES.
16; A MAXIMUN OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION.
IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REQUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS -
MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT).
i7. 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 OBSTRUCTION(S).
18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TiPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR
THE REOURED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED.
19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR 6LOCKNG P.EOUREM:NiS. ALL BLOCKING DETAILS
CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR ALL ZONES AND ALL EXPOSURES.
NOTES:
THESE NOTES AND DETAILS ARE APPLICABLE
FOR WIND ZONE II AND/OR WIND ZONE III. THEY
ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C'
AND EXPOSURE V. SEE APPROPRIATE TABLES
FOR SPECIFIC INFORMATION ON EACH.
ENGINEER ,wt I I .... "u��,,� DAPiA APPROVAL'
.9 ,ccy ROVED BY A,,_.
No. Fo''. ,
ENE81-03571jN ' 5
sF INC
s _ 'Y'Zii'�-
NOTICE �/r��v tte"4 q(k\\ DATE: REV. LETTER:
JACOBSEN HOMES f111111" C.L.Y. 5-19-95
s , THESE L. PRO Ja11Pu5 AND PRAM7NCS %R£
UAT AL, POFJA 08S %No cweTOENiut DRawwc TITLE. TD-GENERAL NOTES
P.O. BOX 368 "ATE�ALS � JACP85EN YAMJTACnUWhC
WC axs+ "%haws ARE PRow o 10 THE
SAFETY HAR90R, FLORID% 34695 REOINT FOR SPE= KNOB wA x51 BE DRA1°+IMG NU"SER
PHONE (eta) 726-11m *pT coww ut %o Slav m ORM AO—TO-0001
30
ADDENDUM
NORMAL TIE—DOIVN SPACING TABLES
ZONE II & III/EXR C & D
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
W1DiH
UK CITY.
EA END Cr
ANDU
ANGLE
MIN. CITY.
EA END C
ANa OR
ANC.E
EA SECTION
YIN. 0
EA. SECTION
WN. 0
20'-0'
2
36'
2
45'
24'-0"
2
46'
2
60'
25'-4'
2
50'
3
38'
26'—B'
2
1 54'
3
41'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL HEAD
DELANCHOR
ANGLE
SPAONG
DBL. HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
B'-0'
31501
40'-50'
6'-8'
3150R
40'-50'
24'—O'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
25-4'
12'
8'-0'
31501
40'-50'
6'-8'
31501
40'-50'
26'-8'
12'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
KIND ZONE II
WIND ZONE III
FLOOR
On.
ANatR
On
ANCHOR
Tk END
mar
EA. DID
A
lWIDTH
Et SECTION
YIN. a
El SECTION
YIN.e
20'-0"
2
50'
2
68'
24'-0'
2
70'
3
50'
25-4-
3
45'
3
60'
26'—B"
3
45'
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE Ilf
SPACING,
DEIL HEAD
LOAD
ANCHOR ANGLE
SPACING
M HEAD
ARMANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
5-4'
31501
40'-45'
4'-0'
31501
40'-50'
24'-0'
12'
5'-4'
31501
40'-50'
4'-0'
3150#
40'-50'
25-4'
12"
54
31501
40'-50'
4'-0'
31501
40'-50'
26'—B'
12'
5'4
31501
40'-50' „++
++++,,,, '-0'
31501
40'-50'
NOTES:
ENGINEER` 0�%
DANA APPROVAL:
1. SEEAD-TD-0001 FOR ADDITIONAL REOUIREMEN7S.
No. \APPROVED
o'?2.SEE
Bl(�,
AD-10-0011 FOR MAXIMUM(BIER HEIGHTS REW
REWIRED FOR THE LOADS
TABULATED
= ENE8
—
ABOW
' 5
ol= 4
lNC,
'�• '� D 1 �' �' ,�
fe' • N .
NE7N Wl Wx f+f ILA& N}E
rr.,,s+w,,c,>�, rNo sin sv+a.•c�s
JACOBSEN HOMES
NOTICE: Na>fusra+e
THESE sPEanuaons AND DRAVANcs ARE
C.L.Y.
5-30-95
REV. (TTER:
P.O. BOX 368
HE
CRONAL• PROPRIETARY. AND CONFIDENTIAL
MATERIALS OF JACOBSEN MWACTUtING
HNC. SUCH MATEPAS ARE PROYM TO THE
DRAWNG TITLE
NORM. SPACING TABLES
SAFETY HONER(813) 7261a'M34645
Komi PUT CCW oNRk NO SE TRW ODCT�
DRAm,Nc NUMBER: AD—TD-0010
31
ADDENDUM IG��
0
ALTERNATE TIE —DOWN SPACING TABLES v,
ZONE H & III/EXP. C k?%L
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE I
VIND ZONE I
FLOOR
WL M.
u EM OF
mm
mamaELw
a 0.
OF
mm
0
���
Yi80TH
sm
� sacral
vw e
U w
WL 9
23'-4'
2
54'
3
40'
24'4
2
54'
3
40'
25'-4'
2
6T
3
44'
261-8'
3
N
3
4r
3
4T
4
41'
(SEE NOTE 14 FOR ANCHOR AM(M)
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABU
MIN,
M&
WIND ZONE 11
VMD ZONE 11
SUNLowANCHOR
D. HEAD
AtInE
SPAS
ML WA
LOAD
mm ACE
FLOOR
IMDTH
EAVE
OVERHANG
'2S-4'
12'
5'-4'
31501
W-45'
54
31501
35-C
24'-0'
12'
S4
31501
40'-45'
5-4'
3150j
35'-40'
254
12'
54
315DI
40'-45'
54
3150#.
35'-4'
26'-8'
12'
54
3150j
40'-45'
5-4'
3150j
35'-40'
30'-e
12,
5-4'
3150 j
40=45'
5'-4'
31501
3T-40'
(SEE NOTE j4 FOR ANON ANGLES)
�e`�ee916111fpff�, .
•.� �F'�
. o? v`o•��••E
�: tic NSF°•.'L''9
a
No 45484 •"
� Y
_ • r
�-�3 STk._ w
s 0 6• zm` REF. CALC.
®mom-�...4 p H tipP. ��oo` C-TD-215.01-215.20
-
S •-•....-• C� o°
e0 N A'filsoll
I
NOTES.
warm► APPROVAL:
DW APPROVAL
gF AD.-m-.M FM ApqOMM REMMOM
APPROVED BY
00
7. SEE AD-M-CM1.1 FOR MAMM PER HMTS RE008 FOR 1FIE LOADS
16,2009
TABIJt M AMJua
1 TE-D M DM ON MS PANE AFfI1CABLE TO W 91 US ONLY
I N C .
4. go ANOIOR ANGLE SFIOMM E THE CHART ABM .CANNOT BE ACHEVED,
�Ns� �N Iwo ��n s�rurwnot
96TALLD AN APPROVED STABLM PUT-
JACOBSEN HOMES
,NMI► WAS=AAE
M14 V.
M.T.
DAZE 06-04-09
aRALrNc
AUERNATE SPACING TABLES
P Q Box weImum
OMOL PMFOMW Ago CMFMa1M<
s cr &ADM rWAz�o
—
SAFETY HARBOR, FL.MA 34695
PHOW (813) 726-1138
W. S= MhMM AK FOY= TO M
WW FM gMnlFogs W OM N
07 COFOO Ml AM MKT rwm MM
DRAM MWER:
AD-TD-0016.1
32
ADDENDUM
TYPICAL SIDE ELEVATION
SNOWING TIE —DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
TIE -DOWN SYSTEM
FIGURE 1.0
SEE FIGURE 2.0 FOR ALTERNATE TIE -DOWN RITIOD
FIGURE 1.1
SEE FIGURE 5.0 FOR ACTH ITE TIE -DOWN R
un
gE HOTE 5 FOR
YAIxw HOW
NOTES: ENGINEER`#PR�WA DQ£O'i.,�,A OA V tU BY
1. SEE AD-TD-0010 FOR SPACING TABLES. '
,�•��(��.�G�STERF.(�2 •
2 SEE AD-TD-0010 Fat QUANITY OF LONOTWAL DE-DOIN STRAPS REWIRED. Q N0 ,I i 1 20..
3. SEE OTHETt DETAAS FOR BLOQONG (PIER) QUANTITY AND OTNFR REWRE14ENTS. _ ENE8703571 fw ,�
4. SEE AD-TD-0001 FOR ADDITIONAL REOUPRFJIENIS - ,\`,i
5. ZONE 2/EXPOSURE 'C: 60' HAMUM HEIGHT Tr' ' W wti NosKtTr aA
ZONE 2/ WOSURE b': 44' YAMUM HEKHT L) Q
ZONE 3/E)POSURE 'C: 40' YAXOSUII HEIGHT ''� DIP ••' p �� ��� REF. CALCS:
ZONE 3/E1t MRE V. 36' YA)MV HEIGHT '4'��,Fs+�,%n��T• ��j������
JACOBSEN HOMES NOTICE` O!a►ra18a�`" DATE REV tETTERi
TNE3E sPE�aTCATwNs AND oRAY1NGS ARE C.L.Y. 3-27-95
CRONNE, PROPRIETARY, AND CMnMNTK DRAWING TITLE
a
MAYOUAIS OF JACOMN YANIFACA NG
P.O. BOX 368 FIGURES1. N 1
NG SUCHMATEiClJS ARE PRONGED TO THE
SAFETY HARBOR, FLORIDA 34695 �rt FCR EFECFIC PGRPo� NO 057 K DRAWNG NUMBER
[ PHONE (813) 726-1138 IMF CosMU& AM SMV FROM CKM AD—TD-0011
33
ADDENDUM
RECOMMENDED TIE -DOWN SYSTEM
TYPICAL SIDE E1.J:VATION
SHOVING TIE —DOWN SPACINGS
FIGURE 1.0 ®asaeigg ►,8
� s
A mot
lz
ro:
TYPICAL CROSS SECION S®�re?ePa� vo
SHOL il�TPA� Y
McHR ImaE ( m R01E is) Nam ANaE (SEE BOTE 11)
FIGURE 1.1
(MSGN BASH on 951/2' j—IEA CATERS W %* wai Slos W)
NOTES
1, SEE AD-10-00.1 FOR SPAONG TABLES
2. SEE AD-TD-0010.1 FOR 4UANITY OF LONG111 M TIE-DOM STRAPS REWRED.
3 SEE OTHER DETAILS FOR aLortiNt (PLEB) QUANTITY = ONO? REWRE21DTTS.
4. SE AD-TD-OODI FOR ADOMONAL REQUIRES# NM
5. Z4L'1E 2%EKd'MRE 'C, 67° MA]6MLU HEIGHT
ZW 3/E1'POSURE 'C': W VA1Ai W HEIGHT
6. IV M ANCHOR ANGLE SOM ON AD-TD-0010.1 CAMOT BE AWEVED,
INSTALL A14 .TPROWD STAB1LM PLATE
JACOBSEN HOMES
I}W.F fa1=PADMkW= AZE
MMU, PROFF'MMY, AM CMFII3 -&41
P.Q. BOX 368
HATMALS OF dA Rl1tOd H&VIFACG
PMMM
SAFETY 19, 00, i10RIDA 34695
� IT FM 1 ez
PHt1fTE (813) 726-1138
IVT OG3R OMA11A SM7 FRM OD! M
SE 11AtE 5 FOR
MAM WO
DOMA APPROVAL:
APPROVED BY
ONO 0
rriN
JtuT C.
16,2009
MERMUL
RED
CONSTRT MOO AND SARTY SI
CDNSTRllCRON AND 5l6[1Y STANDARDS
REF. CALCS;
C-TD- 215.01 - 215.20
MAWN BY: DATE
I.T. 106-04-09
MAWNG IM FQ3 RES 1.0 AND 1.1
MUM NwOfJc, AD—TD-0011.1
34
ADDENDUM
NORMAL TIE -DOWN SPACING TABLES
ZONE lI & III/EXP. C & D 1 �'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN. OTY.
ANCHOR
UK 01Y.
IdrtilOR
t NY,
WIDTH
EA. END
AN
EA. END OF
ANGLE
O v
C4
Ek Scnr�
MIN.. a
Ex ;`cncx
MIN. e
12'-0"
2
43'
2
55'
13'-4'
2
1 50'
2
68'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DLL. HEAD
DELANCHOR
AxLt£
SPAOxG
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'—O'
6'
8'—O'
31501
40'-50'
6'-8"
3150
40'-50'
13'4
6'
8'-0'
31501
40'-50'
6'-8'
3150#
40'-50'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III .
FLOOR
MIN. OTY,
ANDLOR
UK OTY.
ANCHOR
WIDTH
Ell END OF
ANGLE
EA OF
EA SECTICH
YIN.. 6
FA SECTION
SEC
YDL B
K
12'-0'
2
64'
3
47'
12'-0'
3
37'
4
33'
13'4
3
42'
3
1 55'
14
4
30'
4
38'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE 11
WIND ZONE III
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
SPAONG
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
12'-0'
6'
5-4'
31501
40'-45'
4'-0'
31509
40'-50'
13'-4'
6'
5'-4'
315Cp
40'-50'
4'—O'
3150
40'-50'
NOTES
ENfaNEER,f•'fff�
D
N O .
DAP1A APPROVAL
1. SEE AD-TO-ODOL FOR ADDITIONAL REOUIRDIENTS
�.`Q� •G�grE9 F��'y
APPROVED BY
Z SEE AD-7D-0013 FOR NA)0kLW PIER HEIGHTS REOUIRED FOR THE LOADS
No.1
5
TABULATED ABOVE.
ENE8703571 —
3. MAX EAVE OVETIHANG REFERS 10 OVERHANG AT SIDEWALL NOT FRONT OR
INC
4. ABOVE TABLES APPLY TO 160" FLOOR OR 144' FLOOR WIDTHS MATH 95 1/2'
STAT'= F Q
A4
1LD[A+trwJKiU0�0E
toaTtiac,uosvmsTA,aem
I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MA)3" SIDE
OVERHANG (6. OYE A.HC MAX. EACH SIDE OF UNIT).
�'�ii�Fti •^'�rAN 'U\�,���
JACOBSEN HOMES
NOTICE: Af/!I! II
THEsE srEw•ILj.TQ4S AND DRAWNGS ARE'
1111`rm r
C.L.Y.
DATE:
5-30-95
REV. LETTER:
P.O. BOX 368
m
CRIGNAL PROPKIARY, AND OCfROENTTAL
MATERIALS OF JACCEISEN YAWFACTLRNG
wG M LIATER;ALS ARE PROVIDED 10 THE
n
DRAWANG TITLE:
NORM. SPACING TABLES
SAFETY HARBOR FLORIDA 34695
726-1138
RECPDIT FCR gxaX P➢'M NO IUSI BE
PVT COfFCJ rA AM YORE? FROTI Drdm
!!�\
DRAUNG NUMBER
PHONE (813�
k
AD-TD-0012
35
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE -DOWN SYSTEM
.,...,-,, ,( IAML rM w-W-wi[ IA= nx Rk-ID-Ml IAtU RX AD-IO-0D12 THE YNC
FIGURE 1.2
SEE F)GURE 2.0 FOR ALTERNATE M—DOU MKID
FIGURE 1.3
SEE FIGURE 7.0 FOR ALTERNATE TIE—DDVN ZMD
SEE NOTE 5 Fat
MAI "HEIGHT
NOTES:
ENGIAPPROVAL`(�[Oit11►/,,,/
DAPIA APPROVAL
1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES
2. SEE AD-M-0012 FOR WANITY OF LONGITUWL TIE -DOWN STRAPS REWIRED.
........ •''��
`,` O�' G�`'TE9 • �(�
APPROVED BY p^'`
.� s
Q No. cO
3. SEE OTHER DETAILS FOR BLOCTONG (PIER) WANTITY ANo OTHER REQJWJAENTS. _
4. SEE AD-TD-0001 FOR ADDITIONAL REOUl"ENTS. —
:� EN 870357 -
�� h
INA
5. ZONE 2/EIMRE 'C': 30' WAMM HEIGHT
'D':
N
I"
ZONE 2/Da'OSURE 48' MAMDAUM HEIGHT
MMdU
ZONE 3/DPOSURE 'C': 28' MAM HEIGHT
'D':
AT.2 QF
�, i
r� rwn►antt�ItotE "�
p tpy pNpq
ZONE 3/EXPOSURE 60' MAXIMUM HEIGHT
qq
JACOBSEN HOMES
NOME 'IAi�/�,. N
T►X SPECIPICAT06 AND DRAIIN07V011
l� r
ti>, %% C.L.Y.
DATE
5-19-95
REV. LETTER:
P.O.
P.O. Box 368
GIEGIIA. PROPFKTART, AND COhtFiDD M
MATERIALS of ��I MANWAM R11IG
M SM MATETCAIS ARE PRDWO TO THE
DRAWING TITLE-
FIGURES 1.2 AND 1.3
H
SAFETY HARBOR, FLORIDA 34695
PHONE (813) 726-1138
RECI W FOR WMX PII6M NO IM K
DRAMNG NUMBER:
KFT Cafit nk Alp sT]iET no ama.
AD-TD-0013
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
FIGURE 2.0
SEE FIGURES 1.1 AND 1.3 FOR TYP. CROSS -SECTIONS)
. itltiNifllllrlrri.
NOTES I `*vr�alc err«uvnt., �U
I. SEE AD-M-0010 FOR SPACING TABLES _ ` �N p.
2. SEE AD-TD-0010 FOR QUAKITY OF LONCITUDIAL TIE-DOMN STRAPS REQUIRED. ENEC8703571 _
3. SEE OTHER DETAILS FOR BLOCXINC (PIER) QUANTITY AND OTHER REQUIREMENTS _ �•
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS _ •_
JACOBSEN HOMES
>„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
. I A..
whit A
NOTICE:
DRAWN BY.
THESE SPEO11UnONS AND DRAVANC.S AK
C.L.Y.
CRIONAL PRWKTARY. AND OONIIOENTUI
DRANINC TITLE:
MATERIALS OF JACOBSEN YANUFACI"G
W_ SUCH YATEZAS :rE FRONDED TO THE
REOMT FOR sum P.PP2gS ANJ A, BE
DRAWING NUMBER
KEPT ODNF Hnu AID S:av nu 011ER4
ARA APPROVAL -
APPROVED BY
INC
omarlatAo$vm PAINICIII
DATE: REV. LETTER:
5-19-95
FIGURE 2.0 A
AD-TD-0014
37
ADDENDUM
ALTERNATE TIE -DOWN SYSTEM(S)
ALTERNATE LONGITUDINAL TIE-DOWIN INSTALLATION METHODS
SIDE KW Or PAIN FiAUE
,F�-DOWN STRAP
SEE OTHER DETAISS
FOR 1E-OM STRAP
SPECIFICATIONS.
APPROVED ANCHOR % LDED TO
MAIN I -BEAM (SEE OT.?ER OETAILS
SEE AD-7D-0200 FOR FOR WELDING) TO BE KST9116'
RADUS CUP DETAILS AT W FACTORY.
(REQUIRED MS LOCATION). (MW. 3401 WDWNG (DES13N) LOAD
AND 47251 ULTIMATE LOAD.)
u GROUND ANCHCR
SEES OTHER DE7AL5 FOR SIIF,
ANGLE AND OTHER INSTALLATION NOTES
�I
� .III�IG
III
FIGURE 2.1
SOUR HEADER (CROSSLIEUE�R) 3• X 3/4' (. 1/2')
FRONT VIEW CUT INTO IlEADER • UUST BE LOCATED
FOR STRAP ATTAMEHT. WTNN 5' OF MAIN
(FACTORY OJT) CHASM ;-8�
SEE AD-r* -02DO FOR j SEE AD-M-CI03 FOR
RADIUS CUP DETA15 I RADIUS CAP DETAILS
! (REOURED .THIS LOCATION}. i (REOLWO THIS LO: AIGN).
5• MAX . I
TE-DOAH STRAP
SEE OTHER GETA&S
SIDE vEEr FOR TIE-DOW% STRAP
SPECIFSCAnONS.
GROUND ANCIa'
o SEE OTHER DETAILS FOR SIZE,
' A.NC.E AND OTHER O.STALLLTTON NC =5,
�I �,,• .�, -, FIG URE 2.2
.,,� -.-
NOTES•
•
U.R &PMVAL: l• �.
DAP.A APROVAL:
I. SEE AD-TD-0010 FOR SPACING TABLES
ICo•r.
^ .k ! •,s 7
- - -
2. SEE AD-TD-001O FOR OL•AHITY Of LONGITUDIAL TIE-DOW- N STRAFS FEOU:RED.
,...
.p : �;T�17:- �•I ;- f
S_: ....
3. SEE OTHER DETAILS FOR BLOCXING (PER) QUANTITY MD OrmER REOLlREMEHTS
.
�� � ' ' ��� • (.:
4. SEE AD-•TD-0001 FOR ADDITIONAL REOUREmDfTS.
-.
�NAl
A//11fill 111iw0l
f- -
ASOM BRACXET AND W--DM
DEN7CES ARE CLERTIND BY O'Tm
JACOBSEN HOMES
NOTIca
TnC3 SKUXA`OMS AND CRAX%M AM
CRAM BY. C.L.Y.
DAI`' 6-13-95
REV. LTTER:
P.O.BOX 368
0KNAL_ P11VWART. M3 CAJ1l XTOL
VAMhALS Or JACDESEN WV"ACnAIG
ORAMWK TITIL FIGURES 2.1 k 2..
7
SAFETY HARBOR. FLORIDA 34625
PHO64E (813) 726-1135
Nt Such harm Is A:E M Y= 10 1HE
K"I TCA SKCM P-gro= AA0 MAY E
Ivi whrroolAL AIJ moo mow oHn
DRAWING HUM.
AD-TD-0015
J
38
LONGITUDINAL STRAP ATTACHMENT
TYPIGA
TYPICAL LONGITUDWAL ANCHOR STRAP
(FIELD INSTALLED)
NOTES: '
1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS
2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE
AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION
D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS.
AM CLAMP, MANUFACURED BY
I ENGINEERING, PART 159011
1. 1 .. fAC1URER's INSTRUC710NS FDR
COMPLETE INSTALLATION DETAILS)
PROVED EY
I Tit, 413H 1, i M.
INC.t, P
AL MANUFACTURED HOME
RUCTION AND SAFETY STANDARDS
NOTICE: DRAWN BY: DATE: REV. LEVER:
' •JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE M.T. 6-12-01
ORIGINAL. PROPRIETARY, MO CWRDEHRAL DRAWING 111LE:
NAIERIALS OF JACOBSEN MANUFACTURING
P.O. BOX 368- In SUCH UAIMALS ARC PROMOED 10 THE LONGITUDINAL STRAP ATTACHMENT
SAFE7Y HARBOR. FLORIDA 34695 REMENT FOR SKCfX PURPM AND MUST BE DRAWING NUMBER: AD—TD-0016
PHONE (727) 726-1138 NM CONFIDEIMAL AND SEO+E'1 FROM OTHERS
39
ADDENDUM
��srSOFFSET
UNIT TIE —DOWN SPACING TABLES
ZONE II & III/EXP. C & D 3
i
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
WN. OTT
man
NML OiT.
RIGOR
t S��
WIDTH
EA. END OF
mu
EA END OF
R
�V �O
EA SECTIONuaL
B
EA SECTION
ut►t e
10'-0' 12
44'
2
56'
12'-0'
2
51'
3
42'
38'
3
50'
VERTICAL TIE —DOWN J FRAME TIE —DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
�A°'Ic
DEL HEAD
Axa+oR ANDS
sPAa,+c
°�'�
u+DioR mu
10'-0"
12'
4'-0'
3150g
4D'-50'
4'-0'
3150j
40'-50'
12'-0"
12"
4'-0'
30001
40'-50'
4'-0.
31501
40'-50'
13'-4'
12'
5'-3'
40'-50'
4'-0'
30001
AIT-50'
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIND ZONE II
WIND ZONE III
FLOOR
MIN• on
mom
uw OTT.
ANM
WIDTH
EA. DID OF
"LE
EA. END OF
ANGLE
0
EA. SECTION
WIN.a
EA SECTION
uut e
10'-0'
2
64'
3
46'
12'-0'
3
50'
3
68'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
FLOOR
MOTH-
SAVE
OVERHANG
SPACING
Del Dw
ANCNOR A1LQE
SPACING
OBIS
ANDiOR AN4E
10'—D'
12'
4'-0'
3150#
40'-50'
2'-8'
31501
40'-50'
12'
4'-0'
31001
40'-50'
2'-8'
31501
40'-50'
13'-4"
12'
4'-0'
30651
40'-50
2'-8'
3OD01
40'-50'
NOTES:
A
��12"L�D BY
1. OFFSET SECTION WITH THE MARRIAGE LNE WALL WENDING BEYOtlo THE ENDWAJL OF
T'',a • • •
�: C�
REVISED
THE ADJACENT SECTION MUST BE TIED DOIw AT THE MARRIAGE LINE IN ACCORDANCE
Q� ;• • :y
VAIN THE TABLES ABOVE: THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T
BE TIED DOMI
. h' . , . - �.
S EP 0 9 1
IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-ID-0010).
2. SEE AD-M-0601 FOR ADDITIONAL REOUIREMENIS.
-0
��.�`F; 1.)Ar'.
I N C .
3. SEE AD-TD-DO21 FOR MA1aMUM PIER HEK71T REouIRCO FOR T11E LOADS TABULATED
ABOVE
•:��ftn r•'�� FED
�. ��`�
�
XAL MANUFACTURED HOME
s's COiIS7RUCTION
AND SAFETY STAND
ACOBSEN HOMES
N°tLce '''"""
n¢se sPEanunas ArID rIlICS AaaE
f» `
R.R.RA
DAM
8-27-96
REV. LETTER:
.
P.O. BOX 368
MONAL PRtpPJEIART. ANO Of)N11 R-91vt
MATEMALS Or JACOM MANIrrAC11MIG
INC. m MATERULS ARE PROMOED TO THE
D
U
DRAWING 71ME:
OFFSET SPACING TABLES
SAFETY HARBOR. FLORIDA 34695
PHONE (813) 726-1138
Koval rot S'ECM P{iWM AND WR ec
r81 EO�fWT1A NO YGROM CT FOItM
DRAWING NIMOM-
AD-TO-0020
A
'DS.
40
ADDENDUM
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SECTION)
SHOWING TIE -DOWN SPACINGS
III Oil
— —
�cam
�M`=1��
���CJ
I�
III
,
:
„
:IFUMEN
FIGURE 3.0
SEE FIGURE 4.0 MR ALTERNATE TIE -DOWN METHOD
TYP. CROSS SECTION(S)
SHOWING TIEDOWNS
SEE NOTE 5 FOR
MAXDIUM }EIGHT
FIGURE 3.1
SEE FIGURE 6.0 FOR ALTERNATE TIE-DOTN METHOD
[TARES ON AD-TD-M KM APPLY
TO TNESE STANDARD IAXIF-WI E SECTIONS
ff THE UNIT -SEE NOTE 1. AD-ID-OOZO.)
TIP. FLOOR MIN--7
ANGLE
TYR
ANCHOR AN011
FIGURE 3.2
NII QY,kMKATE TX -DOWN METHOD
NOTES: ENGI DAPIA APPROVAL
1. SEE AD-M-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). `�o`. APPROVED BY
2. SEE AD-TD-0010 FOR OUANITY OF LONgiUDIAI. TfE-DORM STRAPS REQUIRED. ENE87 No. 0
(OFFSET SECTION ONLY) _ _
03571
3. SEE OTHER DETAILS FOR BLOC QNG (PIER) OUANTITY AND OTHER REQUIREMENTS. _ t`
4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. I = f
5. ZONE 2/EXPOSURE 'C': 44- MAXIMUM HEIGHT �����••, c1 �� waT FEDEftm I v
�/�� \� srovplHGo
ZONE
ZONE 3/EXP�RE C': 32' MAUUM HEIGHT UM HEIGHT WIDD
ZONE 3/EXPOSU(32' ®24' E MIN
RE '0" 32' MAXIMUM HEIGHT (44' 0 24' W1DE MIN.)
NOrCK
DRAWN BY:
DALE
REV. LETTER:
JACOBSEN HOMES
THESE SPECIRCATIONS AND DRAWINGS ARE
C.L.Y.
5-11-95
P.O. BOX 368
ORIGINAL PROPRIETARY, AND CCNTDE NTIAL
MATERIALS OF JACOB" MANUFACTURING
DRAWING TITLE:
FIG. 3.0, 3.1 & 3.2
n
\,
INC SUCH NAUMS ARE PRDNDED TO THE
r/-
SAFETY HARBOR, FLORIDA118 95
PSEOU � �
DRAWING NUMBER:
HONE (8 3)
PT CWWTIAITIAL�
AD-TO-0021
41
ADDENDUM
ALTERNATE OFFSET UNIT TIE-DOtitiN SYSTEM
TYPICAL SIDE ELEVATION (W/ OFFSET SEUON)
SHOWING TIE-0064 SPACINGS
FIGURE 4.0
SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS=SECTION
NOTES: ``E� OV ii�4 DMA APPROVAL•
i
T. SEE AD-TD-0020 FOR 5?AL.'Vi TAMS (OFFSET SECTION ONLY). �0:G1STE9��F2�,��' APPROVED BY
Q No. o •.
2 SEE AD-TD-OD20 FOR OUAN!TY OF LM07WAL TIE-DONH STRAPS REOURED.
(orTszr SEOTTON ONLY) = NE8703571 ti 6
3. SEE OTHER DETAILS FOR BM/_•Nv (PIER) QUANTITY AND OTHER RECIMSIENTS. = INC
4. SEE AD-TD-0001 FOR ADDInOr:AL REQUIREMENTS V
,q�' 4 I
JACOBSEN HOMES
AESE SPFOKATT006 uO o,A,=AM •
°fA"" er:. C.L.Y.
DATE 5-11-95
My. LETTT3t
P.O. 90x 368
SAFETY HAR..R. FLORIDA 34695
PHONE (313) 726-1138
ORWNAL PROPRdTART. AND C06111011A
YATIDIL 3 OF Ufet OCM VA'AlALAC
W_ S" YAtt1W S AK PMWM To M
moron rot 71CM HJPM NO YAr r
!®T COMT0 rm AIO Nov rwan OHM
n
'H\
ElDso
„
DRAHN6 TITLE.
AG. 4.0
Dyl� µ VWt
AD—M-0022
42
ADDENDUM
�C�QRS ALTERNATE UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
LONGITUDINAL TIE-DOVN SPACING TABLE
E+,
MIN
WND ZONE 11
WIND ZONE III
MIN, QTY.
ANCHOR
MIN. OTY.
ANCHOR
`J
FLOOR
WIDTH
EA. END OF
ANGLE
EA. END OF
ANGLE
EA SECTION
MIN. 0
EA SECTION
MIN. 9
20'-0'
2
36'
2
45"
24'-0'
2
46'
2
60'
25'-4'
2
50'
2
67'
26'-8'
2
55'
3
30.
VERTICAL TIE-DOITN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPA[>HC
� AD
ANCHOR ANGLE
SPACING
Da HEAD
LOADANCHOR
ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
20'-0'
12'
4'-0'
36701
20'
4'-0'
3900# 20'
24'-0'
12'
4'4
37DOI
20'
4'-0'
39501 20"
25'-4'
12'
6'-8'
40001
15'
4'-0'
39501 22'
26'-8'
12'
6'-8'
39501
28'
4'-0'
3950# 22'
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN
WIND ZONE it
WIND ZONE III
MIH. OTT.
EA END OF
ANCHOR
ANGLE
UK OTT.
EA END OF
ANCHOR
ANGLE
FLOOR
t
U
WIDTH
EA SECTION
MIN. A
EA SECTION
UK 0
20'-0'
2
50'
N/A N/A
24'-0'
2
70'
N/A N/A
254
3
42'
N/A N/A
26'-8'
N/A
N/A
N/A I N/A
VERTICAL TIE -DOWN / FRA.ME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DEL. HEAD
ANCHOR ANGLE
SPACL4G
DEL HEAD
ANCHOR ANGLE
FLOOR
EAVE
WIDTH
OVERHANG
LOAD
LOAD
20'-0'
12'
4'-0'
40DOI
20'
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
24'
N/A
N/A
N/A
25'-4'
12'
4'-0'
40001
26'
N/A
N/A
N/A
26'-8'
12'
4'-0'
4000¢
27' ,,,,,
, N/A
N/A
N/A
NOTES-
ENG;Ek(4l, PRCC':Do ��,,�i
t'o'
DAPIA APPROVAL-
1. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENTS
..........
I
No.
2. SEE AD-TD-0031 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED
E1\E8?03571
ABOVE:
3. 20 RIDES -82* 11AIOMUM I -BEAM SPACING ONLY.
'"-'--
4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-TD-DO31).
..N,I�...•'`\��.`�
_......... ..:..
JACOBSEN HOMES
N077Ca "'Iful
TNEsE sPEGRE:A=Ns AND DRAW= ARE
19EI,►N'
C.L.Y.
DATE
6-13-95
REV. LETTER:
DUMNG MU-
ALT. SPACING TABLES
COONAL PROPMETARY. AND CONTiDE nk
MATERIALS OF JAC08SEN MANUFACTti 4
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34695
IOC S7CN MATERIALS ARE PRONOCD TD WE
norm FoR wEcm PIRPm AHD NZI OE
DRAMNG NUMBER:
AD-TD-0030
PHONE.(813) 726-1138
UT OWMIK uo s[au roM olmm
43
opll*
�poo�
ALTERNATE
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
ADDENDUM
TIE —DOWN SYSTEM(S)
SEE NOTE 4 FOR
Uk= HEIGHT
MAX. > FIGURE 5.0
SHE FIGURE L.L FOR RDCOYlMED TLE—DOTN TESTHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE --DOWN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR TITH A DESIGN WAD (TORIOFNC LDID) RATING OF
4,000 POUNDS AND AN ULTMTE WAD RATING OF 6,ODO POUNDS MUST BE USED. IN EQMuANT ANCILOR MEETING THE ABOVE SPECIFICATIONS IWE BY
ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR.
NOTES:
I. SEE AD-TD-DD01 FOR ADDITIONAL P.EQUIREuENTS.
2. SEE OTHER DETAILS FOR BLOCIGNG (PIER) OUANTITY AND OTHER REOUIRENENTS.
3. FOR FIGURE 5.0 SEE ALTERNATE T,E-DOWN SPACING TABLES (AD-113-0030).
4. ZONE 2/EXPOSURE 'C': 3t MAXJI.UM HEIGHT
ZONE 2/EXPOSURE '0': 27' MAX-0iu HEIGHT
ZONE 3/EXPOSURE 'C': 30' MkarjW HEIGHT
ZONE 3/EXPOSURE '0': THIS APPLICATION IS NOT APPLICABLE.
THE ALTERNATE TIE —DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN
ALL WIND ZO1.ES AND IN BOTH EXPOSURE V AND EXPOSURE V. HOWEVER, BY
INSTATING THE FRAME TIE —DOWN STRAPS AT THE 'OUTBOARD' I —BEAN THE MAX
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS' FOR THE
RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS.
gNELR_6PPRDYALyIv ' •;� DANA APPROVAL:
'ENES
NOTICE "I'llii
'ORAYM BY:
C.L.Y.
DATE
6-13-95
REV. LETITR:
JACOBSEN HOMES
THESE sPEanWnoNS ANo DRAMMM A!$
DRAWING 71TLP:
FIG. 5.0
MORAL. PROME7MY. AND CCHIW71AL
UATMALS OF JACOBSEN WARgACnOWC
P.O. BOX 368
Dr SUCH NAIFRALS ARE PTOMM YO 1NE
DRAWING NUMBER:
AD—TD-0031
SAFETY HARBOR. FLORIDA 34695
REST rot rECBK PIfiPQSr.S Am um BE
CCiFMTK A4 SECRET FROI ODOM
.
PHONE (513) 726-1138
)VT
44
�E
ADDENDUM UR�s
sc`�E"°°C�OR ALT. OFFSET UNIT TIE -DOWN SPACING TABLES
ZONE II & III/EXT. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
v
4o �
MIN.
WIND ZONE 11
WIND ZONE III
FLOOR
�DTH
A. QTY.
EA END OF
u SECTION
ANGLER
ANGLE
uix. e
YIN, Q1T.
EA FED Of
EA.sECTicN
ANGLE
MIN. e
.
20'-0'
N/A
N/A
N/A
N/A
24'-O'
2
42'
2
53'
25'-4'
2
45' 1
2
58'
26'-8'
2
t 48'
3
37 °
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
SPACING
DBL HEAD
LOAD
ANCHOR ANC1E
SPACING
DBL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
25'-4'
12'
4'-0'
40001
20'-30'
4'-0'
4000#
20'-30'
16'-8'
12'
4'-p'
4000E
20'-30'
.4'-0'
40001
25'-30-
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
WIND ZONE 11
WIND ZONE III
MIN. QTY.
EA END EF
EA SECTION
ANCHOR
YIN. IN. B
UK QTY.
EA. END
EA SECTION
ANCHOR
ANGLE
YIN. 0
20'-0'
N/A
N/A
N/A
N/A
24'-0'
2
60'
3
45'
�O
1�1
25'-4'
2
66'
3
48'
26'-8'
3
41'
3
52'
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX.
WIND ZONE II
WIND ZONE III
DBL HEAD
LOAD
ANCHOR ANGE
SPACING
DEL HEAD
LOAD
ANCHOR ANGLE
FLOOR
WIDTH
EAVE
OVERHANG
26-0'
12'
N/A
N/A
N/A
N/A
N/A
N/A
24'-0'
12'
3'-8'
40001
20'-30'
2'-8'
4000#
20'-30'
25-4'
12'
4'-0'
4000/
25•-30'
S-2'
40001
15 -30'
26'-8'
12'
4'-0' j
40001
25'-30'
S-2'
4000#
25'-30'
NOTES
1. OFFSET SECTION NTH THE MARRIAGE LINE WALL EXIENDPiG BEYOND THE ENDWAU of
THE ADJACENT SECTION MUST BE TIED DOWN AT T►ff MARRIAGE LINE IN ACCORDANCE
WITH THE TABLES ABOVE. THE STDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO
BE TIED DOWN IN ACCORDANCE MTN THE ALL SPACING TABLES (AD-TD-0030).
2 SEE AD-7D-00D1 FOR ADDITIONAL REQUIREMENTS
3. SEE AD-ID-0033 FOR MAXIMUM PIER HEIGHT REOLARED FOR THE LOADS TABULATED
ABOVE
ENGINEER /��i141luIHH1jA��
��`ll \� ���0��''%APPROVED
G\S
,: Q� No. F� •ti
E 2,
- t
(V ti
: �Q •' }},�
i ^� '' �'�/Cr ty'Y •' ���
DAPIA APPROVAL•
BY
jw 1 I
INC
N.:: vFmwx
C11.: -.. v :.. St it nvow 0
JACOBSEN HOMES
P.O. BOX 368
SAFETY HARBOR, FLORIDA 34595
PHONE (813) 726-1138
NOTICE ��i �= +
THESE WEOF1UT.WS AND DRAINGS��I':
MCINAL• PROPRIETARY. AND CONMTIAL
MATERIALS OF JACOM YAN FACWW
RLOPOR FOR 710M PAR M AN) MhT BE
W7 CWWnu AND SECRET nm orm
Aft ��
• j10%�1 C.L.Y.
DATE:
5-30-95
REV. LETTER:
DRAWING TITiL
ALT, SPACING TABLES
DRAWING NUMBER:
AD-TD-0032
45
rpO-
ADDENDUM
1M5 volt
�2p Tlo�`�, cu O�C� gjJ�
�E-��c J ALTERNATE TIE —DOWN SYSTEM
TYP. CROSS SECIION(S)
SNOWING TIEDOWNS
ANGLE AXGf
FIGURE 6.0
SEE MURE 11 MR RECOMMENDED 72-DOIIN METHOD
SEE NOTE 5 FOR
Mumma ma
(TABLES a AO-M-M QQlK![ APPLY
M i14M STANOMtp MID-10E Yc"s
OF THE UNIT -31 NOiE 1, ID-1G-00)2)
TiP. FLOOR SI M--7' Tip.
UPIOUOR ANGLE ANm ARMS
FIGURE 6.1
SEE FIGURE 12 FOR XWOMMENI D TIE-DOTN METHOD
IMPORTANT NOTICE:
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
IIff]I USING THIS TTE-DOTE, CONFIGURATiON A rU Cna PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR TRH A D'SIGN SAAD (iORN01iG IAAD) RATi1NG OF
4,000 POUNDS AND AN ULTDIATE LOAD RATDIG OF 6,000 POUNDS MUST BE USED. AN EQWMANT A.4CBOR MEETING THE ABOVE SPECD'ICAM S MADE BY
ANOTIIFB MANUFACTURER MAY BE USED IN LEU OF THE MU CREST PRODUCTS ANCHOR
NOTES: THE ALTERNATE TIE -DM YETNODS 57i0MN ABOVE ARE ACCEPTABLE FOR USE N
I. SEE AD-TD-o0D1 FOR ADDITIONAL REQUIREMENTS. ALL WJ0 ZONES AND N BOTH EXPOSURE 'C' AND EVO5URE 'D','HTONEVER, BY
INSTALLING THE FRAME 11E-DOMN STRAPS AT THE •OUTBOARD' I -BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCIONG (PIER) CUANIITY AND OTHER REOUREMENTS. HEIGHT OFF THE GROUND IS GREATLY RIECUCED. SEE OTHER DETAILS FOR THE
3. FOR RCURE 6.0 SEE OFFSET UNIT TiE-DOWN SPACING TABLES (AD-TD-D0201 RECOMMENDED METHODS FOR NST&M FRAME TIE -DOWNS.
4. FOR FIGURE 6.1 SEE NORMAL 71E-DOMM SPACING TABLES (AD-7D-0010). ENGINEER UAp DAAA APPROVAL
(ALSO SEE 5. ZONE 2/ VOS URE 'C2 32' YAx1YUY HE GI{T �� 1`� C.
DO Q' �i
i
ZONE 2/E)F°SURE 'D: 24• MAXIMUM HEIGHTZONE `•�`�0. •��j\STE9� (C� APPROVED BY
OSURE 'C'. 24- MAXIMUM HEIGHT
ZONE 3�OSURE 'D 28- MAXIMUM HEIGHT
E870
INC.
N°T�l°1DATE- aev LETTER:
HOMES 1►ESsEcaATNs ANoRArs l1111101C.L.Y. S-3O-9S
IN
MONAN PROPRIETARY. AND OOI WTLAL RG MILE-
YATFFEALS OF JACOBSEM YANUACIURNO
P.O. eox 368 W_ SKH YAIUMLS AK PROMM To THE FIG. 6.0 & 6.1
SAFETY HARBOR FLORIDA 34695 RLCPEM rCR SKCM PU?! M Me %M K DRAKING NUMBER:
PHONE (013) 726-1138 NEAT COI1ML#L kO SEaFT INOII orom AO—TD-0033
46
47
OuO
k000�
Rq� ADDENDUM
ALTERNATE TIE —DOWN SYSTEM
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
AlIME ANTE
FIGURE 7.0
SEE FIGURE L9 FOR RECOMMENDED TIE—DOTN M=D
IMPORTANT NOTICE:
SEE NOTE 4 FOR
VA)MM HXMT
THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS
THEN USING THIS TIE-DOTN WILFLGURATION A STYLE CREST PRODUCTS MODEL 57SH (TYPE 21 AUCER AIiCdOR TIN A DESIGN IOAD (TOR10 0 LOAD) RATING OF
4,ODO POUNDS AND AN ULTLMATE LOAD RATING OF 6ADO POUNDS MUST BE USED. AN EQULVD " ANCHOR WING THE ABOVE SPECIFICATIONS MADE BY
ANDTHER MANUFACTURER MAY BE USED IN ICU OF THE STYLE CREST PRODUCIS ANCHOR.
NOTES:
THE ALTERNATE TIE-DOMN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE N
1. SEE AD-TD-ODDI FOR ADDITIONAL REQUIREMENTS.
ALL VAND ZONES AND N BOTH EXPOSLK V AND EXPOSURE '0', HOMEVER, BY
INSTALLING THE FRAME ME-DOMN STRAPS AT THE 'OUTBOAFVI-BEAM THE MAX
2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQAREMENTS.
HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE DINER DETMS FOR THE
3. FOR FIGURE 7.0 SEE ALTERNATE TIE-DOMN SPACING TABLES (AD-ID-0035).
RECOMMENDED METHODS FOR INSTALLING FRAME TE-DOMNS.
4. ZONE 2/EXPOSURE 'C': 38' MAXIMUM H DMT
ZONE 2/E)POSURE 'D': 28' MAXIMUM HEIGHT
ZONE 3/E)POSURE 'C': 28' MA)ZNUM
ENO it
` OQ �/�4
°'-
DARA APPROVAL
HEIGHT
ZONE 3/EWOSURE b': 28• MA)NUM H OGiT
.�`��0�' isT
.� •'� '
G ���
APPROVED BY
'
5. SEE AD-M-0035 FOR ADDITIONAL NOTES.
z` •' Q N0.9�0
5
NEB7 -'
TA�
�'''O'••..,��Q ` •;�L`/`
Col. ..::gin r�1 •Ji[R'fiMOMd
JACOBSEN HOMES
>NEsE spE0=TM$ AN 1MU1 = AK �
11H�'� C.L.Y.
°A� 5-30-95
K LETm
P.O. BOX 368
Opp
alealw. PRIPR[TARY, AN11 OIMFCp11Ul
M,A1� �PIE PROWD
/�
H
DRAINING TITLE-
FIG. 7.0
SAFETY HARBOR, FLORIDA 34695
_ PHONE (813) 726-1138
Kopm ra15fEN71c Affm AND %51 N
W7 CWMTK NO SEIQ7 Mw OXNRS
DRAMTNG NUMBER
AD—TD-004'1
48
ADDENDUM
MISC. TIE -DOWN
PROTECTION OF STRAP IS PROVIDED AT
UPPER CORNERS BY FIRST WRAP OF STRAP.
SEE DETAIL V
SEE DETAIL
DETAIL 'A'
UCKLE WITH 3150g
Y MINIMUM (DESIGN LOAD)
DETAIL `B'
NOTES:
1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT
AT BEAM —OTHER METHODS THAT ARE CERTIFIED TO MEET
THE REQUIRED DESIGN LOAD OF 31500 MAY BE USED.
2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
L
-BEAM
LL DOWN TIGHT TO
DUND ANCHOR
INSTALL RADIUS CLIP
(SEE AD-TD-0200) OR
SIMILAR DEVICE TO
PROTECT STRAP AT ALL
SHARP CORNERS.
DETAIL `C'
THIS TYPE OF PROTECTION MAY BE USED FOR
PRO T;F,VRNT, SALONGITUDINAL TIE CONNECTIONS ALSO.
ti1Nm;APYAL' rq fi G� DAP1A
Q No. o'
910334
STATE OF :',cam
F
IE D AND I� R FIED OTHERS
J AC O B S E N HOMES
THESE SPEOFICAT"s AAO DRAWNCS ARE
ORONAL PRO-KTARY, AND CONFpENn&
P.O. BOX 368
W�'U-S OF •N�SEN MMIXACTURNG
um
SAFETY HARBOR, 'FLORIDA 34695
INC. SUCH WATMA1S ARE PROYDFD TO THE
PHONE (813) 726-1138
RNP NT FCR SFECM PORPM MO MT BE
KEPT C04rMU 1 AND SEMT fRW OD£RS.
DRAWN BY:
APPROVED BY
l"I�" Pcrt/`
Niq I
FEM kimurfCfURED WME
COpLSTMTTONAM SAfSy1iTAEM
NOV 2 4 1998
OATS I M. LETTER:
M.T. � i1-18-58
MISC. TIE -DOWN
DRAWING NUMBER: AD-TD-0050
am
49
C/LCS c 4/,1-
_..,►lunuul,,._
��.-fir; • ....,,: ,t� -.,
Q No. o'• '-
910334
STATE OF
ADDENDUM
I NORMAL TIE -DOWN SPACING TABLES
ZONE II & III/EXP. C & D
j LONGITUDINAL TIE -DOWN SPACING TABLE
MIN. WAND ZONE II WIND ZONE III
�r V FLOOR WL DIX AW43R UK OTY. RHOi0R
S rY` VADTH u aF ANGIf u EM OF A L
l�yO v u SEC
sECTlat UK u sEcnnri uoi. e
364 3 40 3 25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
MAX
EAVE
OVERHANG
WIND' ZOIJE 0
WIND ZONE III
spmx
Do�
A4= WE
SPAONG
DL"
ANOM MGIEO
30'-8'
6'
6,-9'
31501
41-46
5'-5-
31501 1
44-49
^ O v
S�
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
FLOOR
W1DTH
WIND ZONE 0
WIND ZONE 01
IL OTT, O
EA SERDEC OF
EA 5£C1i0f1
MOLE
irpi. 9
RL
A, O y.O
EA. EC ff
EA. SECnO
oo
A KLE
ANCIE
YRL 8
30'-8'
4
42
4
25
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVERHA
OVERHANG
WIND ZONE 0
WIND ZONE IG
SPAONG
DBL. D.AD
LOAD
ANm Maf
SPAWO
L�
ANOW Mu
30'-8.
6'
4'-6'
31501
46-50
4,-0*
31501
49-52
NOTES:
1. SEE FULL ADDENODU FOR ADDITIONAL REQUIREMENTS
2. SEE AD-TD-0071 FOR MAXIMUM PIER HEIQiTS REQUIRED FOR THE LOADS
TABULATED ABOVE
VANOZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L
DAM APPROVAI.r, n 0 S W
APPROVED BY
0 oor
N 14 INC.
RDf Mt Ww/aCfYRD�O[
ooanuna�wowtnswoaos
i
NOTIC AtM BY: I DATE: REV. LETM
JACOBSEN HOMES THESEsK011CA11MAWDUMOSAM M.T. 2-8-99
a
oRIONAL PROPR2TARY. AItO Cus ml-"LDRATi7NG TITLE:P.O. BOX 368 wATERIALS OF =N u/Ny)iACtl/tDic NORM. SPACING TABLES
SAFETY HARBOR, FLORIDA }�695 W_ 9JQ1 YAt ULS AM PROwWo 10 D[
PHONE (727) 726-1138 �W=Oiilu 00 SEMn Mow D� ORAMWG NuuBER:
AD-TO-0070
50
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE —DOWN SPACINGS
.roLL rLn PA rlv_wry NroLL rtA Nrw-wnu unit nX AU-N-tAAU INN PER AD -ID -WO TABLE YAX
TYPICAL CROSS SECTION
SHOWING TIEDOWNS
SET AM= HEAD
6 IN
FROii
OF NOTE IIYPi
FIGURE 10.0
SEE FIGURE 2.0 FOR ALIMA1E 1T c-DOWN METHOD
FIGURE 10.1
SEE FIGURE 50 FOR ALiERB a 11e-DOIN METHOD
NOTES:
1. SEE AD-ID-0070 FOR SPAM TABLES.
2. SEE AD-TD-0070 FOR OUANITY OF LONG17MAL 71E-00NN STRAPS REQUIRED.
3. SEE OTHER DETAILS FOR BLW NG (PER) QUANTITY AND OTHER REQUIREMENTS.
4. SEE FULL ADDENDUM FOR ADDITIONAL REOUREIIFNTS.
5. ZONE 2AXPO51IRE V. 56` MAMUM HEIGHT
ZONE 2AXPO9K V- W MAfOMUM HEIGHT
ZONE 3AXPOSURE V: 56' MA)441.114 HEIGHT
ZONE 3/EI(POSURE V: 41V MA)aMUM HEIGHT
JACOBSEN HOMES
„ P.O. BOX 368
SAFETY HARBOR. FLORIDA 34695
PHONE (727) 726-1138
RE% SPECIFICATICHS AW DRAOMM ARE
CUCWA4 PRO K7A". AM COMFi1DITIAL
UUMALS Or ACOB" MA)WACUM4
W_ SUCH MATINALS ARE PROMOED TO 7W
Kopm FOR Stec PHA;POR:S AND KM BE
IM CO UMIAL NO SECEF FROM 07110M
z SEE NOTE S FOR
MAXUW HEIGHT
N
uurr+r C Hv4' f (r et
NANDZONE III
(110 MPH)
20 PSF ROOF
10 PSF D.L.
APPROVED BY
-N 14 INC.
Fll* YwlhGnl�ED�dE
coe;Twctua A!O SAFE71' SO+a>tns
444 is 1 -04
M.T. 1 3-1-99
DRAYANG TITLE: FIGURES 10.0 AND 10.1
DRAWNG NUME>ER: AD—TD-0071
REV. LETTER:
51
ol
ADDENDUM
NORMAL TIE- DOWN SPACING TABLES,
ZONE II & III/EXP. C & D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE n
WIND ZONE 01
FLOOR
WL on.
ANaiON
uu1 orr
ANOIOR
WIDTH
Ell DID OF
EA. SECTION
ANGLE
UK 0
EA DO OF
EA. SECTION
ANGLE 1
Uk 0
�O
15'-4'
3
45
UN
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
MAX
WIND ZONE II
WIND ZONE III
FLOOR
WIDTH
EAVE
OVERHANG
sPAaNc
LO*
ANoIOR ANTE
SPACING
OW
MOOR ANGLE
154
6' EACH SIDE
6'-10'
31501
40-46
5'-6'
3al
42-47
LONGITUDINAL TIE -DOWN SPACING TABLE
O
M',N,
FLOOR
WIDTH
WIND ZONE II
WIND Z014E III
Mot. OTY.
Ell END OF
EA. SECTION
mum
ANGLE
UK 0
UK OTY.
EA DAD OF
EA SECTION
AN01DR
ANGLE
UK 0
15-4'
3
30
4
35
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN.
FLOOR
WIDTH
MAX
EAVE
OVERHANG
WIND ZONE 8
WIND ZONE III
sPAaNcINN
D9L. HEAD
ANGLE
SPACINGD
o�
ANCHOR ANGLE
15'-4'
6' EACH SIDE
4'-6'
31501
42-50
4'-0*
3150f
44-50
VANDZONE 10
(110 MPH)
20 PSF ROOF
.10 PSF D.L
REF. CALCS
TI,IIIITr!
NOTES:
I. SEE FULL ADDENDUM FOR ADD17IONAL REOUIRE1dENTS.
2. SEE AD-TD-0073 FOR LWOWLIM PIER HEIGHTS REQUIRED FOR THE LOADS
TABULATED ABOVE
J. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR.
4. ABOVE TABLES APPLY TO 164' FLOOR WIDTHS VATH 95 1/2'
I -BEAN SPACING, 96' NAXIMUd SIDEWALL HOGHT AND 6' NAXUUM SIDE
OVERHANG (6' OVERHANG MAX EACH SIDE OF UNIT).
ENGiIt�� VAS T,�
``� VP•. G�gTE�q� •�! %.
' Q� No. ;•
910334
�
:c-
•q • STATE
''• • ��
���'• Q P' •������
i is
DAPU1 APPROVALM�
APPROVED BY
` , ^
�\Vi(v'
INC.
a iy,y„a
JACOBSEN HOMES
®
®® P.O. BOX 368
SAFETY HARBOR, FLORIDA
PHONE (727) 726-1138
NOTI 1I/I
TKsE SPECYxAno S AND �,,,,
ORIMAL PROPRIETAR" _'—'A"n►L
MATERIALS
e as ��;o oR
RE0,01 to? 7[ax P"FMS wo "I �
wpi co;nocRYK Axo sEcRcj FRoa O rm
Ii BY:
M.T.
DAIS:
2-a-99
REV. LETTER
DRAYING TITLE:
NORM. SPACING TABLES
ORAWINc NUMBER: AD-TD-0072
52
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION
SHOWING TIE -DOWN SPACINGS
Kkx PER AD-1D--WIZ IALU FU AD -TO -OW TASE PER AD-TO-OOtz TABLE PER AD-TO-02 TABLE - PER /0-40-0012 TABLE MAL
TYPICAL CROSS SECTION
SHOWING -TIEDOWNS
FIGURE 10.2
SEE FIGURE 20 FOR ALTERNATE 7IE—DOWN HETFiOD
SEE NOTE 5 FOR
MA70LR1N I1MT
SET �a � FIGURE U) _q WINDZONE III
OF NONE (TIP.) (110 MPH)
SEE FIGURE 7.0 FOR ALTERNATE 1TE—DOWN HETRDD 20 PSF ROOF
10 PSF D.L
REF. CALCS �' v� - G� Z • (�
NOTES:cnul�rnvrr� �ti n/^ vvnrui errnvvn
1 C6. 'GIST �� •(`�! i. SEE AD-TD-0072 FOR SPACM TABLES AM NOTES. : •�� No. APPROVED BY
F� °•
2 SEE AD-TD-0072 FOR' OUANITY OF LONOTUR& TEE -DM STRAPS REWIRED. .910334
3. SEE OTHER DETAILS FOR BLOCKM (PER) QUANTITY AND OTHER REOUIREMENTS •:
4. SEE FIAt ADOETi0 N FOR ADOITiONAL REQ3RREMENTS. ,
5. ZONE 2/0POSIX 'C: 56' MA)OMW HEIGHT INFPINC.
ZONE 2 'D: 56' MAMUM HEIGHT= �f'''• / ®�fA �' �� e
ZONE 3/0POSIM V. 56- NAMUM H3GHT
ZONE 3/E)POSLRE '0" 56' UA)OUW HDGHT ' 3' �''` t 1 d
JACOBSEN DOMES I THESE SPEana'AaeS`AWi WAM(GS ARE - - MT 3-1-99
ORMAL. PROPRIETARY. AX0 06'S MTIAL DRAMW TITLE:
®� P.O. BOX 368 HATERMALS OF 44CaM MANWACTURN6 FIGURES 10.2 AND .10.3
IK
SAfM HARBOR, FLORtDA 34695 RtCMr FIR � nALS �aWM NV Vr
PHONE (727) 726-1138 IM CONftDGM& MO SEOM ff= OMM DRAWOiG NUMBER'
AD-TD-0073
53
ADDENDUM
OFFSET UNIT TIE-DOWN TABLES
ZONE II& I/EXP.PCCING
& D
LONGITUDINAL TIE -DOWN SPACING TABLE
MIN.
WIND ZONE I
WIND
FLOOR
MK QTY.
moKR
IM OTT.EA
E1D OF
M O E
FA EM OFEA.
SDCTIQI
YIl A
EA. SECD01112'-0'
3
4r
3
M41r'
13'-4'
2
54'
3
54•
3
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MIN.
MAR.
WIND ZONE I
WIND ZONE 11
WIDTH
OVERHANG
SPAM
Lm
MLCItOR MIQE
SPAM
LOW
moim M aL
12'-0'
12'
5-0'
31501
40'
4'4
31501
39,
13'-4'
12'
5-0'
31501
41'
4'-0'
30001
40'
15-4'
12'
Y-0'
31501
43'
4'-O'
1 3000/
1 42•
LONGITUDINAL TIE —DOWN SPACING TABLE
MIN.
WIC ZONE I
WIND ZONE II
FLOOR
MH. OTT.
AW OR
WRL QTY.
AMOR
WIDTH
ENO OF
Mt
EA END OF
ANGLE
�t
Ea s�cnFA
a+
�L a
EA sEcaDR
mL e
12'-0'
4
45'
4
60'
IS-4'
3
45'
3
60'
15'-4'
3
4T
3
60'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE
MN.
MAX
VW ZONE I
No ZONE II
FLOOR NTH
OVERHANG
SPAM
�
AITQIOR AwaE
SPAM
In
ANOHaR ANBiE
12'4'
12'
4'-0'
31501
40•
S-0'
30001
38•
1IS-4•
12'
44'
30651
41•
3'-IF
3=1
39•
154
12'
4'4
30651
43•
S-0'
3= j
41'
NO TES: A6 6 - CA tz5, c- f L - 1-6 01- 4 , 12-
EIVGar o A1'PjiQ1ul +A,,,
REF. CALM
I. OFFSET SECTION WITH THE MARRIAGE LYE WALL EXIT? M BEYYOW THE WWALL OF
THE "CENT SECTION WST BE TIED DOM
,' 'C•''••� '•
AT 1NE MMAGE LYE M A000RDAHCE
.�'
MILD BY
WITH THE TABLES A801E. THE SIOEWALL SIDE AND THE ADJACENT X"ON(S) ARE TO
BE TO DOW IN ACCORDANCE 1WIH 1E NORMAL SPAM TWO (SEE AD-M-OM0
JUN X X
FOR IZ-W t IS-4- IMDES, AND AD-M-0070 FOR 15-4' WOM
2. SEE AD-M-0001 FOR ADDITIONAL REOIJ EIENTS.
* WA IT
I SEE AD-TD-0081 FOR MAMA PIER HEIGHT REOlJFdD FOR THE LOADS TABBAATTD
S . � P Q �
INC.
ABotiE
•.ORIO•.••• f�+`�
IMANUfACTUREOHOME
JACOBSEN HOMES
NOT
rrM > +'� +
: o•�l°`` T.
6-8-04
REV. LErIER
EllonTAW,
®® P,o. ®ox 36a
AM
W.MAM„
ORAWWIG 111E.
OFFSET SPACING TABLES
ORAWNC WtMBFk
AD-TD-OM
SAFETY
2'�8D 95
PHONE (77)7226-138
WW YM �
I coollk NNo a
54
ADDENDUM
r
OFFSET UNIT TIE -DOWN SYSTEM
TYPICAL SIDE ELEVATION (W/ Off -SET SECTION)
SHOWNG X—DOWN SPACINGS-
FIGURE 11.0
TYP. CROSS SECION(S)
SHOWING TiEDOWNS
SE 101E 5 Fat
MAIDtllal "ff
[Tmo at An-m-mao am my
To UN STMt W MI -WE SfleM
OF K aR -SEE IIDIE % AD-m- Ml
nP FLOOR SYSIE)t-, III W.
! 1--- AtPm MMM — 4 It r F-- AlAlat mm
AMaF ANIiE �6>E • �qu.� •�G'
FIGURE 11.1 G—sv-14-c1- 14, r2-
M nGM S.e FOR 1Ll13R= IM—DOWN Sim
ANCIIat an— t ,q
FIGURE 11.2 17,09
51 FOR ILT6B M M-DOWN it WD
NOTES: .,*' .,ram �•.--v�-,-:,
1. SEE AD-m-M FOR SPAM TARO (OFFSET SECnON ONLY} PPROVED BY
2 SEE *-W-M FOR OUANTY OF UMIUOK W-DOW STRAPS REQ)KD. G ��
(OFFSET SECTION ONLY) 0. 004548
I SEE OM DUALS FOR BLOCi M (PIER) QUANTITY #0 OM R€OUIREMf11T5. ju
4. SEE AD-Z0001 FOR ADDt110NAL REAl1Y7jkE9TS. A
5. ZONE•2/0POSURE 'M 48' MA10 N HOW• OF ; C'
ZONE 2/D POS K V. 40' MAXUJM H KW-36' FOR 12'-W WIDE t1NT5 ; �'�'. �� ,� T� P o "���s� ERAL NUFACIURED HOME
ZONE 3/E7(POSURE V. 48' MMUM HOCK®, �i;� ;'' •`..... •' \� �°o
CC TRUCTION AND SAFETY STANDARDS
ZCN-c 3/EXP061itE V; 40' MAxIMM H T $�� Y�n r r ✓ �t
rioM rr� pRAwN DAZE 5-8-04 RtV, tETTFR
J.ACOBSEN HOMES RM SK�1" AM M AM M.T.T.
O W K#L WIaPWMY, AAA CO16101 U& DRAW TIRL'
P.O. sox 3sa °'"� OF JACOM YATaJPACil1F M RG. 11.0, 11.1 & 11.2
®i_ so mtalms ARE Roam " M
SAFETY HARBOR, FLORIDA 34695 ADr,M, Fat gFOrtiC PUl VO APO gm BE DRAWK NUMBER.
PHONE (727) 726-1138 vrt cofmonK MO sm F1M oTIm AO—TD-0081
55
ADDENDUM
ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM
SHOVANG TIE -DOWN SPACINGS
12!'
PIER AD-TD-OOaO TAKE �tA1C PIERR-TO-INTO IiR
OFFSET SECIEN OF LINT OR WTD-00 TAKE
FIGURE 12.0
SEE FIGURES 11.1 AND 11.2 FOR
NOTES:
1. SEE AD-TD-ODBO FOR SPACING TABLES (OFFSET SECTION ONLY).
2. SEE AD-TD-ODOD FOR OUANITY OF LONCITUDOAL TIE-OOAN STP.AM R[GJVLD.
(OFFSET SECTION ONLY)
J. SEE OTHER DETAILS FOR BLOCKING (PIER) O'UANTITY AND OTHER REOUIRENENTS.
,. SEE AO-70-0001 FOR ADDITIONAL RE0.RROIEN7S.
PER AD-10-MIO TABLE PER AD-ID-0070 TABLE MAX
OR AD-ID-0010 TABLE Olt AD -WOO TAM
SEl� C1100, K,
c- sd-
-SECTION
V. 6111111,"I'll
No. o
910334 ,y
STATE Or-
DAPIA APPROVAL:
A. , - �
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JACO BS EN HOMES NESE S°EOFICA�SD DRA AM DRAW OrR.R. Dad` 5-9-01 REV. LETTER,
IMIODIAL. ' IETARV. AW COWIDDITIAL DRAWING TITLE:
mASESRALS OF JACOMM MA"ACTUMM
P.O. BOX S68 FAG. 12.0
X SiKtI R SKCM ARE MS AND
TO 19 DRAWG NUMBER:
SAFE,Y kART30R, FLORIDA 34695 arsaTTNr rt>R Szw;z w,R�s Lust �
PRONE (727) 726-1139 PVT CmWTIZOMI. AW SIC I FRW DUO& AD—TD-0082
ADDENDUM �gEs
G
108" HIGH SIDEWALL TIE —DOWN SPA ING TABLES
ZONE II & HIMP. C & 10
LONGIT INAL TIE —DOWN SPACING TABLE
(+� MR WND ZONE N WIND ZONE I
FLOOR NK QX MOM MK QTr. mm—
�, WIDTH END OF A� Eli Fro OF mQf
tx
O sm oN MK 8 Ell FEM Mx 6
26'-8' 3 42' 3 53'
3 52' 4 45'
VERTICAL TIE —DOWN / FRAME
TIE —DOWN
I SPACING TABLE
MIK
MAX-
WIND ZONE 1
WIND ZONE W
FLOOR
OVE TANG
SP"M
LW
MOO �
SPAM
D��
No" ARM
26'-8'
6'
V-8'
31501
40=50'
54
3150#
40=5(1'
9-8'
6'
6'—e
31501
4T-50'
1 5-40
31501
40'-50'
LONGITUDINAL TIE --DOWN
SPACING
TABLE
MIN.
ZONE 9
WAD ZONE M
FLOORan
� �
ANC
mu
GTY
A. END OF
EA.
MARGLE
(iE
N9DTiT
sera
®
WL D
EA. mm
W. 9
j
30'-8°
4
51'
4
70'
VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING
TABLE
@dK
MAX.
NINO ZONE 6
00 ZONE I
�'
�
AID AN<aE
�AC41C
EEL
AIiO{UR A1NilE
FLOOR MOTH
OWI HANG
26'-8'
6'
5'-4'
31501
40'-50'
4'-0'
31501
40'-45'
30'-8'
1 6'1
54
1 3150/
1 40'-50'
1 4 —T
1 31501
40 -45'
MANUtONE M
(110 MPH)
20 PSF ROOF
10 PSF D.L
REF. CMJM
NOTES;
1. SEE RILL ADDEIM FOR ADDITIONAL REDUM"ENTS.
2 SEE AD-1D-M FOR MAWN PIER HEIQiTS REQUIRED FOR THE LOADS
TABULATED ABO%E
ENCil1EER�71RPRoy/L• '�.. DAPIA APPROVAL
~� cq' APPROVED BY
• r ND.0045484
< <1 +
. * • I1\1C.
FEDERAL. MANUFACTURED HOME
CONSTRUCTION AND SAFEPfMA.lDAN$
j
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JACOBSEN HOMES er°S NO O DRAM Or
'A REH. LETIM
TtlfSE sPa�u,was AFrr�ns ME M.T. 07-20-04
QVMAI.. PRWFIUMX AM cwvBrwL DRAWN TITLE:
P.O. BOX 3sa w�.s OF 108' HIGH S1DEWALL SPAaNG TABLES
SAFETY HARBOR, FLORIDA 34695 Pd W FBI N RRVB 40 E K DRAWN I
PHONE (727) 726-IIM om eaFFF mnx me sFr u Ff1 omm AD—TD-0083
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59
ADDENDUM
TIE -DOWN SYSTEM
TYPICAL SK MAIM
Sli0WIN6 TIE-DO'+YN SPAaM .
FIGURE 10.0'
TYPICAL. CROSS SECTION
SHOWING TIEDOWNS T1P naB � TiP.
YL ANm MOLE OI Me STABtQDT
SET AMU FFfO INSAIED VITA KU VJFT 1W M
w ax H FIGURE 10.1
cmm
$g Nx S TTA1
L 6AfYlY Mpo1T '
WADM 1n
(T10 MPH)
+ 20 PV NOW
10 P7 D.L.
NOTES:
1. 5E>: AO-tO-ODRS FOR Si•Ats+t: YAeIEs
`• y ,....... ��t1�j,,
• �O: �'t .,,'., ''r
DAPTA AIPlbMA4:
APPRCNED BY
2. SEE AD-M-M FOR Q►NMTY OF LOWTWAL TE-WAW STRAPS NEAMM
3. SEE 0110 DETAILS FOR BLOOOK (PER) QUANTITY AND OTF<fR
4. SEE PAL ADDENDUM FOR ADORTONAI REW RI NENTS
REOUMEYF11Ti
:
Dec 13,2006
S ZONE 2/EPOS W r 44• UMM =17
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101C MAX
• • �t%� ` , �•
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JACOBSEN HOMES
DNiI
REK 9'E WAxNK AND IMA MGM AK
to
R.R.
DATE:
11-28-06
lilt toot
13010
P.O. eox 36e
W+Al. VEIL $4 Wn=ft
VAMRU
� ' IR 14
WANIC ➢TIE: '
FIGURES 1U.T! AND 10.1
SAFETY HAR13�i, FLORpA }1693
PFiOME (727) 726-1135
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N%NK ME VWM /1Npa Yin I= e(
N91 c9re1 VA me loft, no obm
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61
ADDENDUM
SHEARWALL TIE-DAWN/P1Eft REQUIREMENTS
(ff. 5/W u1cm . , tn. 3/1
Cc" "IK
tn"antR
Ot as+0
6�
1
i
1
1
1
1
1
71C PP�i siE�RTPALLS
Trio PER %EARi'tAUS
(ALL STttl1t10lTS�
(
I AWQt
GC-colRfs te:�c>ntn
gir
L'im
t
Tr
KOM T
m: go"T SfF NOTE 1
JJJ�1�
SEE MOTES 7. me 3.
�
Q
SEE McaES 2 AttD �
ra mob
trot
To tmgto
PIER �b
Ms LWATW
Ws LotAT"
-ms togAmw
TMs mAro
FIGURE 8, 0
FIGURE 8.1
THE DETAIL ADOVE IS SHOWN WITH A TWO PIER SHEARWALL COWGURATION. HOWEYEn, THIS DETAIL APPLIES
TO All SHEARWALL COWGURATIONS, ALL ZONES. -AND ALL !31F VALUES.
NorEs: CAM WHOM -
to Wst PUX K-IM 11W NAT 1C LowTO b( PPROVED BY
um Of THG Acm Vomd #am Out RTjt17 m AT to
• � • . �, �.�<:S
M 010+4 MUQts TV W MLEA fGR IItTp{tlt tA1D tF �7231 Ado ft9tti LCAo • :,� 'j,! �.
(3c.n-to-m do-mau Moms tag �ol�s ar mm � MT&UT L) +� :.•�G�� ,F .,•� t EB 19 2WO
t WSWL A M AT taa W Cr TK sttAWI XAM rt7l T1¢ AMW acTAta� a �o• ; �c
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INC.
k >1f101 Sf[rfi1W1>s lctAiED ft+aht A 30tD KACEA M h0!oti 005,-YGWA la AAlM1AHUFACTUNfOHOhTE
MO/ML [ n CM FOS AW R�CMMU (ALL s1G4 WU CWUPA QK% ALL Wts •� • f�
?; STATF- OF ;��„ NSTWI MANDSAFEtYSTANOAROS
yo
JACOBSEN HOMES •�>rto►Tu�;� a� Ut •;•••''R.R. 02-oi-00 TER
o.l. rror,�vAr, AW •.
P.O. box y94 i(AT 946 ar Kamer k 5/W TIE�PIER .RED.
WET7 HARGAO& rLQR10A 31E03 W. t/X11 tLkIMXA Wt DMI[ 1q CE
PMOHE (W) 720-1136 =pw a>MrT>upt �+0 Lp7e111la1f Mat ' fix'
AD—iti--100
62
ADDENDUM
DOUBLE SHEARWALL CONFIGURATION
SINGLE -SECTION TIE -DOWNS /
COLNG MAY BE FLAT OR SLOPED
SIDE VIEW
1 1/4' X .OW TIE -DOWN STRAP
CONTINWJS ARLXMID MTS.
END VIEW
350 PLY MAXIAUN SHEARWALL
DMVi VALUE (PE; WALL)
11/4• x .oW rf 0" STRAP
CONNUCJS ARCJSO JOISTS.
NOTES: - 7,1111(
a v� DAPIA APPROVAL
�za7 ;o
I. GROl D A404M 10 BE RATED FOR AN UITUATE LOAD OF 472S/ (3150 DE904 LOAD) • -' [APPROVED BY
(SEE AD-TD- -01'(TO-G00AL NO" FOR NOTES 04 Monra AM0404 W57=10Axl.) ..
2 K57A1 A PER AT EACH END OF TIIE 94EMALL &STS (PER EE ABCVE DETAILS).ON
1W49 Sl-Z ttAU. IS LOCATED ABOVE A SCUD LEADER (fU . NEWT CROSS-LID+9 P.) No '
TE V .3ORR PIERS ARE REQUIRED (ALL SIMWALL COMCURATIO.NS, ALL ZC :ES =� :• 1 �� ` I
4. Tp MI -DOSTRAP REQUIRED AT EACH ERA Of JOISTS ALL D rA/W CONF1oJRATI0N5. ��� '» i `r��•: 4 �•
S. CEILING SHOWN FLAT
6. AL OR SLOPED CELJNG MAY BE U.
FULL W107H SHEARWAL.lS -OPTARE SHOW IN THE DSAIL-ABOVL HOHEVER.A1Y LENGTHsa:,areua•r-wxsn
OR COHFICURAT04 SHEARWALL MAY BE USED.
JACOBSEN HOMES NOTICE: PROW BY: R R DATE: 2-6-96 REv LETTER::
• TIESE, SPEanCAn01i AND DRAVINGS ARE
CIMNAL, PAWRCr RT, AIrO C Wm!NnAL DRAWNG ME'.
WATERJLS CF JAMS04 UARRIFACTURAC
P.W— � O. BOX 36B , MA� AREPRoYM m THE OBL. S W CONFI .
SAFETY HARBOR, FLORIDA 34695 PLopea ran SPELL x across A'O urss FE ORAWNS NWIBER:
PHONE (813) 726-1138 - xvr a>gv.Nng1 om smf nm DWS. AD—TO-0110
63
CEILING MAY BE FLAT OR
DOUBLE SHEARWALL CONFIGURATION
TRIPLE & MULTI SECTIONS
SIDE VIEW SIDE VIEW
(MARRIAGE WALL APPLICATION) (SIDEWALL. APPLICATION)
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
\�— 1 1/4' X .035- TIE -DOWN STRAP
36' MIN. CONTINUOUS AROUND JOISTS.
350 PLF MAXIMUM SHEARWALL
DESIGN VALUE (PER WALL)
1 1/4- X .OW TIE-DOW STRAP
CONTINUOUS AROUND JOISTS.
AN IS A 7RPLE MADE RAFTER,
) APPLICABLE TO STANDARD
BILE WDE TRUSSES.
1D VIEW
X .OW TIE -DON STRAP
UOUS AROUND JOISTS.
NOTE;
ALSO APPLICABLE TO 'SUP S OE'
MARRIAGE WALLS SM AT LEAST
2 STANDARD VERTICAL. TES ARE
INSTALLED, (1 EACH SIDE ADJACENT
TO SHEARWALL LOCATION)
P TOI Y�i\%/:
.�
NOTES:
ENGINEER APPROVAL-
DAPIA APPROVAL
I. O7,'OORFL ANCHORS TO BE RATED FOR AN U.TIYATE LOAD OF 4725E (3150 DES M LOAD)
(SEE AD-TD-0001 [To-QKRAL NOTES) FOR NOTES ON GROM ANOWR 16TAL ATION.)
2. INSTALL A PER AT EACH DO OF THE SFEARWA I JOISTS (PER W A801E DETAILS).
APPROVED BY
3. MIEN SHEARWALL IS LOCATED ABOVE A SOW HEADER (FULL HD HT CROSS -MEMBER) NO
TIETRAPS PIERS ARE REOURED (AL SHEARWALL CWWRATIONS. ALL ZONES
D NJ. E> AIRE R
4. TIE -DOWN STRAP REOUIRED AT EACH END OF JOISTS, ALL DOL S/IY CONFIGURATIONS.
rro
John C. Doe en, P.E.
5. CEILING SHOriH CATHEDRAL. OR SLOPED. FLAT CEILING MAY BE USED.
]5I33 C. R. 22
I
6. FOAL ISDTH SHEARWALLS ARE SHOWN IN THE DETAIL ABOVE. HOWEVER. ANY LENGTH
OR C01`01 RATION SHEARWALL MAY BE USED.
Goshen, IN 46526
ooai,cloH�"�"A�`Mofvm�":.•.,ra
7. TICS DETKL MAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS
J AC O B S E N HOMES
■
P.O. BOX 368
„
NOTICE
THESE srcrnuTLONs NO HNUMNcs ARE
oRIONAL PROPIIrtTARY, AHD CONt10°RIAL
uATEPoAEs HI JACOWN MANIFACVJtRN:
1TRAIH BY:
R.R.
DAIS;
4-09-96
REV. LETTER:
A
DRAINING
(� S/W CONFIG. TIE —DOWN
SAFETY HARBOR, FLORIDA 34695
KCIMT FOl V(Clr C ROM AND msi
pRAWWG NUYBER:
PHONE (813) 726-1138
IPT COWMTUL AND SEW fltOII 0�
AD—TD-0111
64
PORCH ANCHORING
DOUBLE HEADED 3,1!
NOTES:
1. SEE SET-UP MANUAL AND ADDENDUM FOR APPUCAW BLOCKING
X .035" T(E-DOWN STRAP
JOUS AROUND STRAP BLOCKS.
WINO ZONE AI
'
EXPOSL RE C
(110 MPH)
20 PSF ROOF
REF.',CALCS..:
c -
L' 1v A — 109 'a l -
iiPRQVA4 : t
ENGIN
APPRO AL'
�PPROVEQ BY
N°TICIR
DRAWN
JACOBSEN HOMES
nfM SPECf1CATgNS AND DRAwHcS ARE
MONA . PRO WTARY. AHD COKIO nAL
DRAW
P.O. BOX 368
YAIWALS O '�M4 UNUAC7u"
SAFETY HARBOR, FLORIDA 34695
bW RA SPEDFX Na UZ ff
DRAWPHONE
(727) 726-1138
Kgn Coca r11AL Ara s'r01 T rROHM
)
INC.
MANUFACTURED HOME
CIION AND SAFETY STANDARDS
I.T. DATA: 12-13-03 1 REv.1FTI :
PORCH ANCHORING 1 —
AD—TD-0112
65
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE -GOWN ANCHOR BRACKET
(FACTORY INSTALLED)
FLOOR
CRIMP SEAL
(3150/ WORKING LOAD)
a
s
ft
3
1p <
gyp, r
VERTICAL TIE -DOWN
TYPE 7, FINISH B.
G>W
^ GRADE 1 STEEL STRAPPING /
1 1/4' WIDE Jc 0.035' O
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL.
ENGINEER OR ARCHITECT AS
DIAGONAL FRAME TIE CONFORMING WITH ASTU STANDARD
O SPECIFICATION D3953-91.
0 STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS. RADIUS CLAP_
I I ^ I IS. —I i I—) I I RADIUS CUP MUST BE INSTALLED ON
I— I -III —III— ALL TIE -DOWN ANCHOR BRACKETS
ANCHORING EQUIPMENT -III III - I I (-I I (INSTALLER 10 FABRICATE RAM CLIP
BY PLACING A STRAIGHT Y LENM OF
CAPABLE OF RESISTING RAP
-III-I I I -I I- 1 1/4' X 0,W TIE -DOWN ST
THE WORKING LOAD MATERIAL IN ANCHOR SLOT AND BENDING
REWIRED ON THE 10 FORM THE CONFIGURATION SHOWN.)
TIE -DOWN SPACING
TABLES (SET_ OTHER ' I = RADIUS CUP MUST BE INSTALLED TO PROTECT
DETAILS FOR TABLES) I III —III
— THE TIE -DOWN STRAP FROM THE BRACKET EDGES.
SEE OTHER DETAILS I I_I INSTALL
FOR ANCHOR ANGLE. IN THE BRACKET 'OON TOP W THE RADIUS CLIP.
NOTES:�H5i0.
O '•
•�
OAPIA APPROVAAPPROVAL'
ENEa70357
ROVED BY
1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME
TIE EQUIPMENT
= -
I -
-DOWN STRAPS AND ANCHORING SUPPL
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
-
TATF r : Q
O�;•. /� L/¢ , �..N
�:,
IN 1 5 is
P
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR-
xc� . v;J1A . '��� ��`�~
INC,
nr �,r�nulola�
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
/'s/II,-1AL0%%%.� ``````
taauuaaroworwa�q
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
ANOIOR gR Alp TE-OOMI
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CUP).
DEWIES ARE a3tw D eY opm
JACOBSEN HOMES
Nonce
ls
MR SPE0=7 "W II= AKn
DRAM Or • C.L.Y.
oATE 5-31-95
REV LETTER
DR w G 1TLE:
ALT. TIE-OONN APPL.
P.O.
[ m
emamm. P*OPKTARY, Ago OnWMTIUL
MATMALS a u/x>W MANNAC1UIfM6
/-1
eox 36e
DRANWG NUMBER:
AD- TD-0200
SAFETY HARBOR, FLORIDA 34695
PHONE (513) 726-1138
wf f01 y mt rip= w0 wo K
wl OOr wpA MO woo no OTM
66
ADDENDUM
ALTERNATE VERTICAL TIE -DOWN APPLICATION
APPROVED VERTICAL TIE=DOWN ANCHOR STRAP
(FACTORY INSTALLED)
FLOOR Lz_
IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGH,
IT MAY BE LENGTHM BY USING A CRUP SEAL WITH
A WORKING LOAD OF 3150 POUNDS
to
t
DIAGONAL FRAME TIE
1
ANCHORING EOUIP1dENT
CAPABLE OF RESISTING
THE WORKING LOAD
REQUIRED ON THE^I
TIE —DOWN SPACING
TABLES (SEE OTHER
DETAILS FOR TABLES)
SEE OTHER DETAILS
FOR ANCHOR ANGLE.
NOTES:
1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS. DIAGONAL
FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT
SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP).
IF NEEDED, USE VERTICAL
TIE —DOWN TYPE 1, FINISH B.
CRADE 1 STEEL STRAPPING
1 1/4' WIDE do 0.035'
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING, FLAT STEEL. AND SEALS.
0_114
No. 'v
910334 L =
-o •• STAT[ OF
%���F•��'OIA�P'V�� c=
JACOBSEN HOMES '"" .
tNESE SPEO!1GnoN5 rND DRAW CS ARE R.R.
® OP.IONAL PROPRIETART. AND CCIOIDDITK DRAMING 11U.
MATERIALS CF JACOBSEN MANUFACTURWG
P.O. BOX 366 Nr SUCH MAIERIAS ARE PROV00 TO THE ALT
SAFETY HARBOR. FLORIDA 34595 REaro+T Fat SPECf1C PtI MZ AM wSl eE DRAWUIC NUUBER:
PHONE (813) 726-1133 PVT cPPDDITUI AND SE= rROu orrm
APPROVAL.
APPROVED BY
REVISED
10F2196
INC,
f�EAALCTM4fANO WEYM
norsrneln+.w x�ren AwID.NW
DATE- REV. LETTER.
]O-OS-96 �
TIE -DOWN APPL.
AD-TD-0210
67
ADDENDUM
COLUMN TIE -DOWN APPLICATION
COLUMN 'A' - - COLU+N B�'I
SEE TABLE FOR ummu SPAN FOR COLUMNS 'A' OR 'B'
SEE TABLE FOR SPAN COL T: SEE TABLE FOR Ua SPAN FOR
COLUMN 'E COLU1W 'F' COLURI 'G'
SEE TABLE FOR MAYIUUM SPAN'FOR COLUMN i
MAXIMUM ALLOWABLE SPAN
TYPE OF ANCHORM REQ*D
(SEE AD-TO-0251,
COLUMNS W. 'C V OR 'E'
COLUMNS 'B' OR 'G'
COLUMN i
AD-7D-0252 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
ZONE 3
AD-TD-0253)
SEE NOTE 1
EXP. 'C'
EV. V
EXP. 'C'
EV. 'D'
EXP. 'C
EXP. V
EV. 'C
EXP. 'D'
OF. 'C'
EXP. 'D'
ExP. 'C'
. 'D'
2 - 31501 ANCHORS
43'-0'
29'-6'
33'-9'
23-7'
43'-0'
29'-6'
33'-9'
23'-7'
4S-0'
29'-6'
33'-9'
W-7'
1 - 31501 ANCHOR
21'-6'
14'-9'
W-10'
W-10'
21'-6'
14'-9'
W-10'
11'-10'
21'-6'
14'-9'
16'-10'
If') '
T - 4000/ ANCHOR
27-3'
IB'-9'
21'-5'
15'-0'
27-3'
la'-9' I
21'-5'
1$-0'
27-3'
18'-9'
21'-5'
W-0'
1. SEE AD-TD-0251. AD-TD-0252 AND AD-TO-0253
FOR SPECIFIC INFO. ON ANCHORS.
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
APPROVED BYP,
JUN 1 5
IN
INSTALLATION.
1ohi C. Doeden, P. ;
15133 C. R. 22
..�.,.AINC
Goshen, IN 46526
JACOBSEN HOMES
P.O. Box 368
SAFETY HARBOR. FLORIDA 34695
PHONE (1313) 726-1138
NOTICE;
1 R sP onCAMNS AND ORAKNM AK
0160tAL. PROi' DART. AM COWW LAL
MAYMALS OF ACOMW URVACAJ<tMG
Kc suot YA1170ALS AR( IXl05TO M
a�A>rT I'Ot! ssont RAi�o� mAIe rrst K
ITT OONWPA AID 100 IAOY mxl¢
DRAWN BY.
C.L.Y.
DATE:
5-31-95
REM. LETTER:
n
IF-i`
Irmo
,I
ORAWWG TITLL•
COL TIE —DOWN APPL.
ORAWING NUMFR
AO—TD-0250
68
ADDENDUM
COLUMN TIE -DOWN APPLICATION
MARRIAGE LINE OF MULTI -MADE
FLOOR
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE do 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
ANCHORING EOUIPMENT
STRAPPING, FLAT STEEL, AND SEALS.
CAPABLE OF RESISTING
0
THE WORKING LOAD 0
0
OF 3150 / MIN.
6 ANGLE SHOWN.
=1Tr=1 T 1=DTI
35 AN4E (I (� III—� I I- 35' ANGLE
ANCHORS INSTALLED 24' APART
COLUMN STRAPS ATTACHED TO TWO
SEPERATE GROUND ANCHORS (3150# EA.)
NOTES:``` V I''�� DAPIA APPROVAL
1. ALL ANCHORING EOUIPMENT SUPPLIED•�G�STF9c�
BY AND INSTALLED BY OTHERS- ON STE. Q _ No. O • 's APF.z.0 1, ED BY RA,,,.•
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING _ ENt8703571-. c . �'-•• ��
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- 1 5 195
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS / �,tTc. �c4, ` INC
WHERE THE ANCHORING SYSTEM REOUIRES THE USE ��� �` '•.•�O1�N{,• `�. rtrvarwAstumwt
OF EXTERNAL STRAPS OR CABLES. '.,Ff ' •••• y6 �� «>>�No1,R11,
JACOBSEN HOMES NOTICE By... DATE REV. tETiTJH
>M� �iCY1CaT10N5 Aa oRArllws NE C.L.Y. 5-31-95
CROIIN. PROPWARY, AND CONIMIlk DRAT+ING TALE /,
r♦� P.D. BOX 368 YATETWU OF JACOBSkII MAMXACIIRMC COL. TIE -DOWN APPL. // 1\
SAFETY HARBOR, FLORIDA 34695 MCPOViT ra 9fOf= RUFFS NO YAT K
PHONE (813) 726-1138 IVY CasMU NO Batt M O1Hn ORAI4WG NUuBETt AD—TO-0251
69
ADDENDUM
COLUMN TIE -DOWN APPLICATION
FLOOR
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 3150 / WN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS— ON SITE.
2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR—
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REQUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
JACOBSEN HOMES
„ P.O. Box 368
SAFETY HARBOR, FLORIDA 34695
PHONE (013) 726-1138
MARRIAGE LINE OF UU TI-wDE
VERTICAL TIE -DOWN
TYPE 1, FINISH B.
GRADE 1 STEEL STRAPPING
1 1/4- WIDE & 0.035-
IN THICKNESS, CERTIFIED BY
A REGISTERED PROFESSIONAL
ENGINEER OR ARCHITECT AS
CONFORMING WITH ASTM STANDARD
SPECIFICATION D3953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL, AND SEALS.
ATTACHED TO A
ANCHORr,.. (3150#)
..uuun,_
No. 9Fo �Z
)4�
NOTICE: ar
11" 9'EC1f119U1MMS N AM DRAM,= AK
MkAL NC AAND >K
MAIM WS OF JACOOMII MAVXACRM
NC 91W MAIM" AK FWACM TO M
M;ow Rill vlcm 111MCBS NO"K
wl Cflw mak AM Koo Nw01 omm
ROVED BYE
Irp,m 1 5 m
INC • .
C.L.Y. I-"'- 5-25-95
COL TIE -DOWN APR.
It AD-M-0252
70
ADDENDUM
COLUMN TIE -DOWN APPLICATION
ANCHORING EQUIPMENT
CAPABLE OF RESISTING
THE WORKING LOAD
OF 4D00 11 MIN.
COLUMN STRAPS
SINGLE GROUND
NOTES:
1. ALL ANCHORING EQUIPMENT SUPPLIED
BY AND INSTALLED BY OTHERS- ON SITE.
2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING
SHALL HAVE A RESISTANCE TO WEATHER DETERIOR
ATION.
3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS
WHERE THE ANCHORING SYSTEM REOUIRES THE USE
OF EXTERNAL STRAPS OR CABLES.
•
5,
MARRIAGE LNE OF MULII-WA
FLOOR
VERTICAL TIE -DOWN
TYPE 1. FINISH B.
GRADE I 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 03953-91,
STANDARD SPECIFICATION FOR
STRAPPING. FLAT STEEL. AND SEALS.
ATTACHED TO A
ANCHOR (4000#)
ENONEER Air iln _/i. DAMA APPROVAL
PROVED BYA,
I V 1 f�i INC.
nwua�rMs.nu®�ae
W 4i1UflO1 AlO LIK11• "OIOYtZ
- - NOTICE: "FI IDMH�B DATE REV. LETTER
JACOBSEN HOMES THM 5KCiSGTIONS AM DMIRI s AK C.L.Y. 5-25-95
OawML. PIt9PR my.. An ooffmTK DRAMNG TIRE:
P.O. Box 368 MAC °f'"C M U"ACTJ= COL. TIE —DOWN APPL.
NG SM MOUtI LS ARE PRDVM TO THE
SAFETY HARBOR. FLORIDA 34695 MEOW roe S CM RR n="9M BE DRAMNG NUMBER:
PHONE (813) 726-1138 Im oanm ilk me xw ma OHM AD—TD-0253
71
ADDENDUM
184" WIDE COLUMN TIE -DOWN APPLICATION
'A' COIUNH
�CMM
I SE TARE FM W)0M SPAN FOR CD1.U1 NS
'c, DamN b�
rmwm
'C � APPROVED BY
SEE TABLE FOR MA> =SPAN rOR COlU1W5 oR b'
t�
r
SEE TABLE FOR SPAN COI.. r SEE TARE FOR IWX SPM FOR 00.
INC.
1iOA1c
RUCTION AND SAFETY 5 i:�'10AP.Q5
MAR 0 3 1999
'E' aaal►91 'F' cauLEN
�COI.UMH
SEE TABLE rm MA101AAE SPAN FOR COLUMN i I
MAXIMUM ALLOWABLE SPAN
TTPE OF ANCNORM WO
CQL LIMNS 'A'. 'C', V OR I'
Cmua 'B' OR 'C
col
(SEE AD-7D-0251.
AD-TD-M2 AND
ZONE 2
ZONE 3
ZONE 2
ZONE 3
ZONE 2
Zow 3
AD-70-�
SEE NOTE i
EV. 'C'
I W. b'
E)?.'V
EiP. b'
Ems. 'e
00'. V
EW. 'C
Ems, b
E W. 'C
EXP. V
W. V
W. V
2 - 31501 ANCHORS
37-4'
25'-6'
29'-4'
20'-4'
37-4'
25'-6'
29'-4'
20'-4'
37-4'
25'-3'
29W
20'-4'
1 - 31501 ANCHOR
W-6'
W-10'
14'-7'
10'-3'
18'-6'
12'-10'
14'-i
10'-3'
18'-6'
12•-10'
14'-7'
IC-3'
I - 4000I ANCHOR
2S-8'
16'-4'
18'-7'
IS-0'
23'-8'
16'-4'
/8'-7"
I IS-0'
23'-8'
16'-4'
W-7'
13'-0'
W. CALCS L' W
-,�Itlillll lilt Ih
NOMS
ENO • . F! 4
''
DAM APPROVAL:�nWin 0 3
I. SEE AD-7D-0251, AD-TD-0252 AND AD-M-0253
FOR SPECIFIC INFO.
,��� GQ:•' G�STERcc • ;�
0.-,
•��
APPROVED BY
ON ANCHORS.
'_
2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR
INSTALLATION.
- g103340
STATE OF ��
INC,
17=NOi
JACOBSEN HOMES
C1r
WA�1.T.
DATE 2-9-99
REII. IETlE7s
■
\� P.o. Box 368
ux Srcarlc TM NO WAN= Are
U K.S AAcOM U
ORA11YrC llilE
184* WOE COL. TIE —DOWN APPL.
SAFETY HARBOR, FLORIDA 34695
PHONE (727) 726-1138
we sua wAMI S AW lWMW to M
RECF104 RR SK= PLC no pm K
put
NL4JB t
omamom no 9;m v= 011EE11
AD—TD-0254
72
ADDENDUM
TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT
SEE NOTE 2
A B C
LARGE OPENING 24'
I I SEE NONE 1
alN.umw TW IMAi IIC-wnn .11rW3 Mt AT UM
BRACKETS (SEE 11-DOWN SPACING TABLES -NORMAL
AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWED).
ALSO SEE NOTE 3
STANDARD VERTICAL TIE -DOWN STRAPS OR ANON
BRACKETS TO BE INST110 A MAXIMUM OF 2'-0'
(24') FROM EACH END OF THE UNIT.
NOTES:
I. LARGE OPENING = ANY OPENING WIDER THAN MAX. TIE -DOWN SPACING ALLOWE
2. VERTICAL TIE -DOWNS MAY EXCED THE STANDARD VERTICAL TIE -DON SPAOMI
SO LONG AS, THE AVERAGE SPACING ( (A+B+C) / 3 ) DOES NOT EXCEED THE
MAXIMUM THE -DOWN SPACING REOU>EtED ON THE APPROPRIATE VERTICAL/FRAME
TIE -DOWN SPACING TABLES (SEE OTHER DETAILS).
3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS.
4. SEE AD-M-0001 FOR ADDITIONAL REWKNENTS.
tJACOBSEN HOMES
P.D. BOX 388
SAFETY HARBOR. FIOPJDA 34695
PHONE (813) 726-1138
uuun
C. C
15TE
ENE8703571
NAL
ANCHOR BRACKET AND TE-DOWN
DEMCES ARE CERTTFU BY OTHERS
N07ICE; i DRAWN BY:
THESE WECACATOM NO DRAW= ARE
COWL PRCRAIM. AND CGWMTIAL
YATLAIALS OF JACOM YANXACUMC
NC. SUCH MATERlN.S ARE PRmw TO THE
RECPENT rCR S'= NRPW AC WST CIE
IM CQfLi ra AAO ST= TRW OTdn
ROVED BY
.�1 1.5 1995
INS
•-�u.m�ot
C.L.Y. j -•••- 5-31-95
E TYP. SINGLE WIDE T/D
M15-111M mill
LETTER:
0
73
VL
00—Gi—Qd VIHO ROU MX ON WUHWW LEW Ki 1-9ZL (C19) 3NONd
vemnN "Ysa 32 = ON nM"W 71=3& WJ IWW38 969K VORIOIJ '800NVH kudyS
3a of almim Sur s7filayn Hxs w 99C X09 'O'd ®®
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� I ��� r •,�Ndd IVY • `�y '(S'WI30 2J O 33S) S318Y1 =YdS WOO-311
56SL S 1 ` a ' '�O bl : �d ' 3m/aJ/lYJa0 31YQW8ddY X NO MUM 9NDVdS WDO-311 MnMO(YM
,. r-�Q JN! a337X3 ION S3oa ( s / (3+8+Y) ) OWYdS 39va3+1Y 3H1 • Y 9ND3 OS
A8 03A0 = Drds Nxoa 31 V11t13r+ QWaWIS 3H1 OMX3 AYM smoo-3a 'woaa3A •z
ILSEOL83N T Now 9WVdS N8100-311 W NR MOM ONM ANY = 9NN3d0 39aY1 '1
-YAoaddY Ywo % 2 • �o S 0
"I •N ��.V00 SK la WAM SY Sdra1S N1 M-31 TW
��rHrrr n1u111���t�� TWISH 'SNJ5301u3n a39W1 aNY 30VA 3ldQlL WJ
'11Nn 3NL A ON3 M MOM (.*ZS
.o-,Z JD N(tltm Y ami9i 38 Ol SlMM
OW 80 SdYHLS WM00-311 TY91L83A GWOWiS
T ION 33S OS1Y
•(OWT3Y ONOYdS 13f11aYM a0J -3LYM MIY VDIOW
TIMilON- UWL Of c S MM-3133S) SL3M
OW W SdYa1S WOG-3a 7YDIla3A aWOWIS
.tit n n n n n n n n .>tiZ
b AON lb
INHWHOVId NXOQ -RIZ HIM-I1L1H. `IVOIE1
UQNMV
ZONE I TIE —DOWNS
MARRIAGE WALL I
OPENING TIE —DOWN I
(REWIRED AT OPENINGS
ONLY. OPTIONAL AT
SEE DETAIL - 'A' --� OTHER LOCATIONS.) FRAME TIE -DOWN
SEE DETAIL - V
SINGLE WIDE TIE —DOWN
DOUBLE WIDE TIE —DOWN
NOTE'
C SECTION
I MARRIAGE WALL I NOTE:
SIMILAR To
I OPENING TIE -DOWN I A k B SECTIONS
SINGLE WIDE
SIMILAR TO DOUBLE
(REWIRED AT OPENINGS MADE TIE -DOWN
FRAME TIE -DOWN
NAL
ONLY. OPTIOAT I SEE DETAIL — 'A'
OTHER LOCATIONS.I
Plea
rAr—
SEE DETAIL - V
FAT.
TRIPLE WIDE TIE —DOWN
TIE -DOWN STRAP
SINGLE HEADED GROUND ANCHOR (WHEN MARRIAGE WALL TIES AND
FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND
STRAP BUCKLE YAM 2025 j ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED)
CAPACITY KLE WITH
ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING
IMPOSED BY THE TIE -DOWN STRAPPING (3iso Inc MA70MUM
FOR EACH TIE -DOWN STRAP CONNECTED).
DETAIL 'B'
40' - 60'
fTYPICAL" TIE -DOWN STRAP (1 1/4• X .03T MINIMUM
ZINK COATED STEEL STRAP, OR EQUAL WITH SIS04
CAPACITY IAMMUN) x 1-5- 477.S 45 ULTT unit
LDA.O OgtACITy
PULL DOWN TIGHT TO ---/
GROUND ANCHOR DETAIL 'A'
NOTES. HF&C`A�{�j141.iJ()� "o�� DAPIA APPROVAL
1. SEE DETAIL 'B' PAGE 4 Fm MARRIAGE WALL��e,�•..
OPENNGS GREATER MAN 49 INCHES. a VP To l"7` 6" -neiBVTy�y b �� ,, �� � APPR®Vm BY
2. SEE TIE -DOWN SPARING CHART ON PAGE 2t s Pgrl, j iv7. C�$5�9'$ -- �EC 2
ANCHOR AND TIE -DOWN PLACEMENT. s •.
3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM
PIER CMSTRUCTIOfi STATE®F Itb 9 INC
®ae, RED
JACOBSEN HOMES N°nc& - ' a1i er: RR DATE 10-31-95 REV. �T�
TILE SPE011CATIDNi AND DRAaSNQ ARE
MINAL. PROPRIETARY, AND OaiFClQtm DRA1VING TITLIr
®® P.O. BOX 368 UATER1ALS OF JACO35Eti MARFACCIMc ZONE I TTE-DOWNS
SAFETY HARBOR, FLOMIDA 34695 aE�T FOR M MW UAMWLS AK PROMM TO M DRAWNG NUMBER
PHONE (813) 726-1138 WT CO16CiATA NO ga¢T FRO!1 OT M AD—Z1-0001
75
76
ZONE I TIE —DOWN PLACEMENT
TYPICAL I -BEAM
DE-DONN
MAIN FRAME I -BEAM
SEE NOTE /1�-
MAIN FRAME I -BEAM
END
SPL
SPACING
I SPACING
TER
_SNTER PACNG _
I
CENTER
GISPACIIAACINGI
I A
SPACING
DOUBLE WIDE TIE-DOWYN PLACEMENT
END CENTER CENTER CENTER CENTER CENTER END
TYPICAL I -BEAM
TIE-DOM
MAIN FRAME I -BEAM
SEE NOTE 117 SEE NOTE #If
MAIN FRAME I -BEAM
MAIN FRAME I -BEAM
ISPAONG1 �DSPACING I SPAMNG ,SPA�GNCI
t• T T �'T
NOTES:
T• SEE DETAIL W PAGE 4 FOR BLOCKING AND ANCHORING OF
MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES.
ENGINEER VIAVb
IFI
G
No.0045434
o
m
����� STATE OF
C.
c-
DAPIA APPROYAL•
, I APPROVED 8Y
' FTTAF,L UMV4"AM W"
WCTAK110N AM ✓3AfLTi fTNi.1t�
AND A No ND W' VA
IL:
HOMES
THEE 9i0FiGTNkd"a AORAT8HG5 AARE. RR 10-31-95
OFU IHAL PRWWARt AND CAHFWTIAL DRAMNG TITLE:
a P.O. Box 366 MAC OF J'"�g" U""NAC�Hc TIE -DOWN PLACEMENT
INC. WCH HATM.S ARE PR04t44fD TO THE
SAFETY HARBOR. FLORIDA 34695 KDPW FOR SWIC MMES AM VM BE ORAMNG NULIBER
PHONE (813) 726-113B IVT COWCEMPAL AHD SCOV rF= OTHM AD-ZI-0020
77
ZONE I INSTALLATIONS
t. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS.
2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL
OTHER WIND ZONES REFER TO DETAILS IN THE SET-UP MANUAL AND/OR THIS ADDENDUM.
ev a cd.
FE8 0 1 M
INC.
JACOBSEN HOMES
sox ass
MK �•M': M CROM AK
onna+A. nnwvwimw. Mw VwwwLruft
YAWTAUS W A1C== U" fACVJRW
°�"'� �r M.T. °A '** 2-1-00
ORAMMIC MAD
ZONE 1.INST.
\�
SAFETY HARBOR, FLORMA 34695
AR(8
'''AIDDU AK FWADEo 10 lK
RLn01t itUi M NO Yai K
ONAtMNC KAMM
PHONE (727) 726-1130
out Cot►ao� An woo f"pl if m
- AD- Z1—Oi00
78
ADDENDUM
FOR INTERSECTING UNITS
DORMER I
MAIN UNIT
TRIPLE WIDE
OR QUAD WIDE
SECTION(S)
MA=UM PIER HEIGHT FOR VARIOUS ZONES
(REFER ALSO TO SIDEWALL PE-DOY.NS MAXIMUM HEIGHT}
70HE 2 ZOW
EXPOSM 'C' 90, 56'
EXPOSURE •D' 39' 46'
LONGITUAINAL TIES ONLY REQUIRED 0 EA. HALF
OUTSIDE BEAM THIS END. EXCEPT FOR ZONE 3
EXP. b• THEN 2 REWIRED EA HALF
(IE ONE EA. BEAM. ETC_.)
VERTICAL AND DIAGONAL TIES INSTALLED ALONG
THE SDEWALLS SAME AS THE MAN UNIT.
VERTICAL TIES AT CENTER LINE REWIRED ONLY
AT COLUMN SUPPORTS PER DOUBLE WOE
CONNECTION REOUIREMENTS.
24' WUOMUM SPACING TO FIRST SDWALL TIE
FROM EACH END OF THE UNIT (SAME AS TYP.
DOUBLE WADE TIE -DOWN REQUIREMENTS).
2 LONGITUDINAL TIES REQUIRED AT EACH HALF
TINS END ONLY.
CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTION(S) TO THE DORMER AND MAIN UNIT
PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL
(EXCEPTION: NAIIJNG ONLY IS REQUIRED AT FLOOR CONNECTION. NO STRAPS ARE '
REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.)
NOTES: ?DV ' `i OAPIA APPROVAL
•��p:.�G�S`Eq�.F.j,'-;
1. FOR WAD SECTIONS. EACH DOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED No. O • s APPROVED BY p�
INDEPENDENT OF THE OTHER STRUCTURE. (IL SHEARWALLS, TIE -DOWNS, RIDGE- EN 0357 _ /`''"
BEAMS, COLUMN SUPPORTS, ETC .. ARE CALCULATED FOR EACH MULTI -SECTION.)
_
.1I M 1 5 Im
INC
JACOBSEN HOMES NOTICE: DRAWN BY: DATE REV. LETTER:
TNESE sPEa1wL71oNs AxD DRAwxts ARE C.L.Y. 5-16-95
MORAL. PRW KTARY. AND CON11Ct]iiYB. DRAWING TITLE:
„ MATERIALS W JACOBSEN MA"ACTIRINC
P.O. BOX 368 ADDENDUM —INS. UNITS
tNC 9!C!i YATEt7fA1S ARE itROM10ED 70 THE
SAFETY HARBOR, FLORIDA 34695 KCFW rCR SKCM PIgPOSCS kO WSi BE DRAWING NUMBER
PHONE (813) 726-1138 W1 CDWMR L NO SEOv not otxiPs. QUADADDI
79
ALT. ROOF ASSEMBLY FOR MULTI—WIDES
CENTERLINE CONNECTION FOR QUAD LINTS IS THE
SANE AS FOR THE MAIN UNIT (REFER TO SET-UP
OETAISj
30 GA. GALV. STEEL STRIP
INSTALLED OYU MATING LINE
JOINT (SEE PLAN MEW BELOW)
ROOF PER461ETER RAIL
OR ROM BEAM
CROSS-SECTION
30 GA. GALV. STEEL STRIP
e X LENGTH OF ROOF SECD016
WAY BE OVERLAPPED 2- ►OL)
W/STAPLES AS SH"""
NSTALLL ROOF CAP PER SET-
UP YAW. OVER CALM. STRIP.
(SEE NOTE 1)
3/8' X 5' LAO SCREWS
18. O.0 (IONES 2 AL 3)
STAGGERED
�— 30 GA. GALV. STEEL STRIP
SECURED 11lTH 7/16' X 16 GA. STAPLES
FULL PENETRATION INTO DECKING
2 " at MAX SPAONG (TYP.)
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NOTES: ENGl?W% R. QO CASA APPROM
1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS 'ZO%%`'O. •�G1STF9'-.Fti%��,
REMOVED FROM ROOF IN ORIGINAL CONDITION :' a' No. O L
PCEPT FOR STAPLE 1HOLES1 _ ENE8703571 JUN 1 5 IM
STEEL STRIP MAY BE CONDHUOUS OR PIECED.-
2. SHINGLES IN THE DORMER AMA OF THE MAIN UNIT MAY ;
BE SHOPPED LOOSE AND DISTALLED ON SIZE AFTER ' •� t
INC
THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY % �•• �jT f q ���� k O1N°a0 nswm"
TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LIE-UPa1� .•' �� ��•• �
FROM ONE SECTION TO THE NEXT. 'iS�� • • ...... %��,`
N077M 1111 lum OAIE REV. lJ TiER
JACOBSEN HOMES DM SKQnUTM AM MUM AM C.L.Y. s-16-9s
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P.O.sox 368 MA10Ua Or JAto99LT1 UNINA ALT. ROOF ASSEMBLY
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SAFETY
PH�HARBOR, (6133) 726-113B4b95 "ooKWPA rW o 100 na OHM DRAWING ruuBEFz QUADA002
80
JACOBSEN
HOMES
600 PACKARD COURT
SAFETY HARBOR, FLORIDA 34695
(727) 726-113 8