HomeMy WebLinkAbout1318 W 15th St - Building
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CITY OF 'PORT ANGELES
DEPAR1MENf OF COMMUNl.TY'DEVELOPMENT - BUILDING DNISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
pin number . . . .
PropertY-Address ,.
ASSESSOR PARcEL NUMBER:
Application 'description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
04-00000592 Date
.235408
1318 W 15TH ST
06-30-00~0-4-3322-0000-
RES MANUFACTURED HOME
RESIDENTAL SF 7000
RS7 RESDNTL SINGLE FAMILY
78333
OWner', ,
Contractor
THAYER, JOSHUA/JEANNE
P. O. BOX 531
CLALLAM'BAY
(360) 68-1077
Structure Information
Construction Type
OCcupancy Type
Other struct info
BUY RITE HOMES
3543 W.STATE HWY 16
SEBRING
(479) 795
1600 SF MANUFACTURED HOME
TYPE V NON'-RATED
SINGLE FAM &, CONGREGATES
TOTAL % LOT COVERAGE
EXISTING LOT CoVERAGE
LOT SIZE
PROPOSED LOT COVERAGE
TOTAL'LOT COVERAGE
NUMBER. OF ' UNITS
WA 98326
Permit . . . .
Additional desc
Permit Fee
Issue,Date
Expi:ration Date
BL MANUFACTURED HOME
KARSTEN KMCK-60862
230.00 Plan Check Fee
7/26/04 Valuation
1/"1.3/0$
Qty Unit Charge Per
BASE FEE
Special Notes and Comments
Buil,'dingaddresssign shall not, be less than 6," & not more
than 12" in height. Numbers colors must contrast with wall,
color they are mounted on. (Ord. 14~36.050-E)
When roof gutters are, installed, drains will located in dry
wells or piped to approved storm drain locations. '
Manufactured home 'must be pit set so thatnornore than 12"
of skirting is visable above grade.
ANENG,INEERED COMPACTION TEST REPORT MUST BE SUBMITED PRIOR
TO FOUNDATION/FOOTING INSECTION.
Proposal will result in mfg home on RS-7 lot. Setbacks are
good, lot coverage is 25%. Noland use 'issues are noted.
Electrical load calculations and elctrical permits are
required, " ' "
Any modifications to the City's 'electrical ,facilities will
be at 'the customer's expense. '
Other Fees
SEWER SYSTEMDELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM ,USE FEE
Fee summary Charged Paid Credited Due
7/26/04
FL
25.00
1.00
7000.00
1750.00
1750.00
1.00
.00
78333
Extension
230.00
745.00
4.50
1025.00
.. -.... - --,-.- - - - - -.,- - -.. -.- - - --.. -- - --- ----- - - ...... - - - - - - - ----- -........
Permit Fee Total " 230.00 230.00 .00 .00,
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Separate Permits are required for electriCal iNork, SEPA, ShoreHneiESA, utilities, private and public improvements. Thlspermitl;>>ecomes
null and void if work or construction authorized ,is notcomrn,~nfElqwithln1~9days, if construction or work Is suspend~ orlilbandoned
for a period 01180 days after the work as commenced, ,or itrequlredinspectlonshave not been requestedwithih 180Cfays from the last
inspection. I hereby certify that I have read and exa.mihegthis ~Rpncationand know the same to be true and cOrrect.AII provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not.' The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state. or local law regulating construction or the performance of
construction. ';-
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Signature of Owner (if owner is builder)
T:\PLANNING\FORMS\1102.IS [1111412003]
Date
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BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
. . . I .
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE, .IT IS UNLAWFUL TO COVER, INSULATE(JR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED, POST PERMIT IN A CONSPICUOUS LOCA nON.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COJ'rlMENTS
I I
.. YES NO I
" ^'
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAlNAGEIDOWN SPOUTS I ..
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ,
ROUGH-IN I I
PLUMBING
UNDER FLOOR f SLAB I
ROUGH-IN
WATER LINE (METER TO BLOG)
GAS LINE
BACK FLOW I WATER
AI~ SEAL I
WALLS I
CEIUNG I I
FRAMING
!
JOISTS I GIRDERS I
SHEAR W Ai..uHOLD DOWNS .
WALLS I ROOF I CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T-BAR ...
INSULATION -::- '.
SLAB
WALL I FLOOR I CEILING I
MECHANICAL
HEAT PUMP
GAS LINE
WOOD STOVE I PELLET I CHIMNEY
HOOD I DUCTS
(Engineering Division) SEPARATE PERMIT #'5: -::- ...
PW UTILITIES I SITE WORK
WATERLINE I METER
SEWER CONNECTION
SANITARY
STORM I
PLANNING DEPT. SEPARATE PERMIT #'5 SEPA:
PARKlNGlLIGHTING ESA:
LANDSCAPING SHORELINE: ,.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE "' " .
<
RESIDENTIAL DATE YES NO COMMERCIAL I DATE AC~EmD
,
.. .. YES NO
ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R. W.I PWI CONSTRUCTION - R. W.
ENGINEERING 417-4807 PW I ENGINEERING'. ,-'
I . I , ", .' ./,.<f
FIRE 417-4653 '-~ Dan-. /". :... <', ~../ ": ~'. :!. Iv;
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PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 'BUILDING
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T:\PLANNlNG\FORMS\1102.15 [1111412003]
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_ .... - . .' CITY OFPORTANGELES ,
DEPARTMENT OF COMMlJNITY:DEVELOPMENT-BUILDING DIViSION
321 EAST-STHS'J;lUtET" PORT ANGELES. WA 98362
ApplJcation Number
Pin number.'. .
plan ,Check Total
Othex- Fee,' ,Total;"
Grcind'i'otal
2
7/26/04
.00
.00
.00
,Separate Permits are requiredforelectrical work. SEP.A.f~~qfeline, ESA~,!.J '~s,privateandpublic impr()velllen~. This,pennlt~ecom~s
nuJlandvold if work or constructioQ authorized is not 9omrii~nced'VJithjn' .' ." 'cla~,:ifconstructionor ~ork Is suspendedorab~ndoned
for a peri.dejof180 days afterthe work as commencEl.d;orifrequlredinsPQctlons have not beenreque~led'Nithfn.18Pdaysfromthe last
InsPection. I herebY certify that I have read and examined this application and 'know the same to be {l'Ueand~rrectAllprovlsions of
laws and ordinances governing this type of work will I;>e. <:ompliedWith whether specified herein or not. The granting of a permit does not
presume to . give authonly to violate or cancel the provisions of any state or local law regulating. cOnstrl,lction or the performance 'of
construction.
Signature of Owner (if owner is builder)
"'~':;:"i;p;::'~'C;
BUILDING PERMIT:' INSPECTION RECORD I"
, .' ;k'~"
CALL 4174815 FORBUILDINGINSPECflONS. CALJ.,.;417-4735 FOR ELECTRICAL'IN$PECnONS.
. '. I ." .... '..,.
pLBASEPROVIDEA MINIMUM;24HOUR,NQTIGE.#',ISUNLAWFUL TO COVER, INSULATE {)R.COflCE4L ANYWaRjt)J~Ff?RE
INSPECTEDANDAC(:EPTED.POSTPFBMIT IN A CONSPICUOUS LOCATION. .
. KEEP PEIiMiTCARI1:ANI>APpi~OVED PLANS aT JOB SITE . r
. ......
INSPECTION TYPE' " DATE', ACCEPTED .' COMMENTS .
. .' ,.
.., .; . YES' NO . ;'. .;., I ..' .. . ";;:..",. .......
, :::1';' '.'
FOUNDATION: .. Cl:~ ~.~m~~fJ~lIrC)l:fa.J!.
. .... '0 "
FOOTINGS 1'l-8-7-(J~ RrJ ~ll '1~r'l MJtc
WALLS . .... .....
FOUNDATION ."DRAINAGEIDOWlil SPOOTs ...... .,. . '. "
.;'. . " ':'\)-,' ""'"-< .' .' '.
. ELECTRICAL (LIGHT DEM) SEPARATE PERMIT: #
ROuGH-iN ..... ..,....1 '. .
PLUMBING T ... ..
.' " .'
UNDERl'LOORI SLAB .... ' f
I
ROUGH~IN
W A 'IER LINE (METER TO BLOG) '..
.
GAS Lll'lE .. ...
.. . '- .' ?
BACK FLOW I WATER .. . '.
AI~ SEAL .
. . L
WALLS \. . \
I I .
CEILING .
FRAMING ".
JOISTS I GIRDERS.. . . .
SHEAR W ALLlHOLD DOWNS .
WALLS I ROOF I CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY) . I
T-BAR ,.1
..' . i.... .
. '. '. -:::- .. ..
INSULATION '. '.
SLAB \ I I .
WALL I FLOOR I CEILING I I . .,.
MECHANIC#- .., ....
HEAT PUMP
GAS LINE .
WOOD STOVE I PELLET I CIDMNEY .' .....
HOOD I DUCTS . ". .' .....
PW UTILITIES I SITE WORK (EngincCring.Division). SEPARATE PERMIT #'5: t
WATERLINE I METER .. .
.
SEWER CONNECTION
..' SANITARY ". .. ,., :
'.
STORM .2'
PLANNINGJ)EPT. S'EPARA TE PERMIT #'s. '. .' .... SEPA:
PARKlNG{!.IGHTING ESA: I
..
LAND~piNG;'... .,.".. . ...-. .. ....., SHO~fflE:,
.. .... . ~" ..... " '. '. ,.
, . . . · .'. ':r,:,c/' ,,',ii~'.. i.' .... '.' ~ .. .':..fINAL?lNSP~I()IIlSREQUlRED.p~9~;'r9 9CCUPI.N~/JJS~, ,'i',....... ~, ./, C,." )';~i.<.' .....:,
I
.~."~REsiJjENTJAL .' '.. 'b, DATE ',' YES , NOi . " ,bATcE,~~,; 1.,;c/4.~~'m;E~iti :'ii.
COMMERCIAlJ; :r
'. , .... .... r '. -"" --, ,'-<
. '. . r .' :'YES" ';:<NP'~
ELECTRlCA{;-UGHr DEPT. . "', c.' ,~ ! ,. '''. . '/
417~7~5 ELECTRICAL , '. ..:'1( ., ......
, : LIGHT DEPT I .c 1'3/\ ,.
CONSTRUcTION R. W.I PWI CONSTRUCTION:OR. W. r' " . .} ,
ENGINEE.~G ., 417-4807 . PW I ENGINEElUNG .., I,
FIRE" ..o,-c.' _ 4174653 '''. J' .. I.,." ,.....:
..' FIRE DEPT. ......
P~GDEPT. 417-4750 PLANNING DEPT. '1 .7j-, ';". '.""C'
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BUILDINC1':r '. . lei-I;;'!i!/' "I?l/ ~ cc;;,c:,"'~..- . j't..... h.'c, . .,.;,"
" 417-4815 BUILDING :. ',' !'.'
T:\PLANNlNG\FORMS\1102.15 [1111417003] I
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PREPARED 10/01/04, 13:40:03
CITY OF PORT ANGELES
ADDRESS
CONTRACTOR
OWNER
PARCEL . .
APPL NUMBER:
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
1318 W 15TH ST
BUY RITE HOMES
THAYER, JOSHUA/JEANNE
06-30-00-0-4-3322-0000-
04-00000592 RES MANUFACTURED HOME
PERMIT: BLM 00 BL MANUFACTURED HOME
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
BL1
BLBT 01
DRW
BL99 01
01
7/27/04
7/27/04
8/11/04
8/11/04
9/29/04
9/29/04
10/01/04
61<
01
RV
AP
JLL
AP
JLL
AP
W
SUBDIV:
PHONE (479)
PHONE : (360)
BUILDING FOUNDATION FOOTING
KATHY 681-0777
FOUNDATION RAILS FOR MANUFACTURED
BUILDING BLOCK AND TIEDOWNS
KATHY 681-0777
BUILDING DRYWELL
KATHY 681-0777
BUILDING FINAL
KATHY
795
68-1077
HOME
PAGE
DATE
2
10/01/04
COMMENTS AND NOTES --------------------------------------
PREPARED 9/29/04, 12:42:06
CITY OF PORT ANGELES
ADDRESS
CONTRACTOR
OWNER
PARCEL . .
APPL NUMBER:
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
1318 W 15TH ST
BUY RITE HOMES
THAYER, JOSHUA/JEANNE
06-30-00-0-4-3322-0000-
04-00000592 RES MANUFACTURED HOME
SUEDIV:
PHONE (479)
PHONE : (360)
795
68-1077
PERMIT: BLM 00 BL MANUFACTURED HOME
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
BL1 01 7/27/04 RV BUILDING FOUNDATION FOOTING
7/27/04 AP KATHY 681-0777
FOUNDATION RAILS FOR MANUFACTURED HOME
BLBT 01 BUILDING BLOCK AND TIEDOWNS
KATHY 681-0777
DRW 01 BUILDING DRYWELL
KATHY 681-0777
PAGE
DATE
6
9/29/04
------------------- ------------------ COMMENTS AND NOTES --------------------------------------
PREPARED 8/11/04, 12:43:50
CITY OF PORT ANGELES
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
ADDRESS
CONTRACTOR
OWNER
PARCEL . .
APPL NUMBER:
1318 W 15TH ST
BUY RITE HOMES
THAYER, JOSHUA/JEANNE
06-30-00-0-4-3322-0000-
04-00000592 RES MANUFACTURED HOME
SUBDIV:
PHONE
PHONE :
(479)
(360)
795
68-1077
PERMIT: BLM 00 BL MANUFACTURED HOME
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
BL1 01
BLBT 01
BUILDING FOUNDATION FOOTING
KATHY 681-0777
FOUNDATION RAILS FOR MANUFACTURED HOME
BUILDING BLOCK AND TIEDOWNS
KATHY 681-0777
PAGE
DATE
10
8/11/04
COMMENTS AND NOTES --------------------------------------
PREPARED 7/27/04, 12:35:48
CITY OF PORT ANGELES
INSPECTION TICKET
INSPECTOR ROGER VESS
ADDRESS
CONTRACTOR
OWNER
PARCEL . .
APPL NUMBER:
1318 W 15TH ST
BUY RITE HOMES
THAYER, JOSHUA/JEANNE
06-30-00-0-4-3322-0000-
04-00000592 RES MANUFACTURED HOME
PERMIT: BLM 00 BL MANUFACTURED HOME
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
BL1
7/27/04
oK
RV /
A't-
BUILDING FOUNDATION FOOTING
KATHY 681-0777
FOUNDATION RAILS FOR MANUFACTURED HOME
01
SUBDIV:
PHONE (479)
PHONE : (360)
795
68-1077
PAGE
DATE
5
7/27/04
-------------------------------------- COMMENTS AND NOTES --------------------------------------
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BUILDING PERMIT - APPLICATION
Date Issued:
Fill out COMPLETELY and in INK. Your application and site plan MUST B
COMPLETE to be accepted for review. If you have any questions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Applicant or Agel1t: ~ u..u ..... ~.\.~ 'f'_
,
Owner: q D<::;~ ~ Ql ,-Q.\
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Address: ~5'q 4 D ~ \-l ~4\ 1 ~ \ City: ~~ ~ l N1
Architect/Engineer: 'h A. Q.~ -\- ~ I/') ~ ~ '\('V'\ ~ ~ .
D /1',.. 6\A'-i~ \~ *
Contractor OULi -~\.\'C.. \,oyY\~~ State License #:~~o 6
\i \\
Address~5"'"q L( D '3 ~\.1)L.A \ t) \ City: ~'l. q " lIY1
\ ...h_ \)
PROJECT ADDRESS: \"3 \fi ~ \.) I \ s: \ n ~ r '
LEGAL DESCRJPTION: Lot: ,t)" Block: '-\. '$ ~ Subdivision: -r ~ If:j
CLALLAM COUNTY PARCEL NUMBER: D~ -- 30 - ~ - ~ 4 :;"3 ~ls..
A h~
~D",,^t' <,- ~ \' ~~. Cl. ~
\
Phone: l~to0~~\- Olll
Phone: ~ ~J Ie '& )..... D 1..,., ms~ '
Zip: q~~~~
Phone:S"t):> -7~cr- ''33,.-;
Exp:.5 ~~Phone: lo<6\- ~71?
Zip: q<i2~r~ ~
.....
ZONING: -Ks..:l.-
Credit Card Holder Name:
Billing Address: City:
Credit CardType VISA MC # Exp. Date:
TYPE OF WORK: SIZENALUATION:
IQ. Residential XNew Constr. 0 Re-roof 0 Stove '(,.n r1 SF. @$ 4.1~ 4. J /SF. = $ l~~<i>. CO
o Multi-family 0 Addition 0 Move 0 Garage SF. @ $ /SF. = $
o Commercial 0 Remodel 0 Demolition R Deck '~n SF. @ $ 1(,,, '3 oISF. = $ &l"-' "'\. $'. C 0
o Repair 0 Sign 0 Other . TOTAL VALUATION $ 1 ~ ~"3 3. nO
BRIEF DESCRIPTION OF THE PROJECT: . Y')-,a~~\:$\..rtll)\.)Id) ~ (\VY"\'L' 7\0.( >(. 'ri)~1r"l,{"
.. -, no ~~ <:7 ~ ~ ~ f >- ~ CfJr\t '11...0 ~(~,~ 2 DIy.. .::! 0 I CP1O..' 'l-t Q ~ U. \ vi ~ a A12..&. J .
~ I . r -')
COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type:
No.ofStories:-L- LotSize:loDOS.~.EXiStingSq.Ft. CJ & Proposed Sq. Ft. l(b~ =TOTALSq.Ft.17S-0
Totallo coverage 7...~ %
ESAIW etland(s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other:
AFPROV ALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and
plan submittal requirements if you have questions.
VALUATION OF CONSTRUCTION: In all cases, a valuation amountmust be entered by the applicant. This figure will be reviewed
and may be revised by the Building Division to comply witl1 current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance.
PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are
submitted. All other pemrit fees are due at the time of permit issuance.
EXPIRATION OF PlJAN REVIEW: If nopemrit is issued within 180 days of the date of application, the application will expire. The
Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of
the Uniform Building Code, cunent edition). No application can be extended more than once.
I hereby cerrity that I have read and examined this application and know the same to be true and correct. I am authorized to apply tor this permit and
understand that it is my responsibility to determine what permits are !e9uired ,not the .QJ.ty's, and that I~ust obtain such-rJermits PciQr to work.
'ft ~ ':\ ~ ~ '--'=';.'" ... a 4,-\ .. \i'..\"t""e,.. ~~ n'\~~ ~
T:\FORMS\APPS\BuiJdingpermit.wpd Applicant: '\\,......'S~ ~ ~ ' DA J. Date: ~ \ ~ CS2 \ ~Lf
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100
Feet
This map is not intended to be used as a legal description.
This map/drawing is produced by the City of Port Angeles for its own use and purposes.
Any other use of this map/drawing shall not be the responsibility of the City.
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CHAPTBR 4 - POUNDATXONS
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4.1.1 Importanoe. 'In~orr~ct siZ'e~':looation"or spa~ing of piers may
cause serious ~tructural 'damage ,to your tiome. It is
important to install'piers ar~un~ the per~meter it re~ired
for your.home. Failure to~do'so may lead to sagging floors,
walls ani::! roots.' : i ., .
4.1.2 Acceptable types. piers may be concrete blocks'or pressure-
treated wood,'oapped .and'sh~mmed wi~ wedges, or adjustable
manufaotured metal or conorete,devioes (see Figure 4.1).
Adjust8..ble .devioes. are..more 'aoourate~ ., ',:HaJiutaotured ,piers
should be listed and 'labeled tor'the r~qu~r~d,loa4 capac~ty.
4.1.3 Design requirements
'. - . ,..
".1.3.1
4.1.3.2
. ~." '.' .f,
Load,.~earinq , capaoi ty. The load tha't.~eaol?-' i?-i~r, mus.t
oarry depends on faptors~uch~ as .1::11e ~1mansi'Qns o,! ' '
the h6me, the root iLive"load, .the "spaoing 'of the
piers, and the way they are' used to support the
home. Center beam/marriage ,wall blocking is
required for multisection homes.
See Tables 4.1 and 4.2 for pier capacities.
Manufaotured piers must be rated at at least these
oapacities, and locally-constructed pi~rs must be
,~es~SP.1_~_~_ ~<? tt.:~~,~~~~ ,these lo~ds sa~tely ~see
~ . 1. 3 . 2) . . . , . .. .. .-., ." , .', . - . .
. ,
cqn~!:9\l:r:ation. , Figur~l 4.1', sl1ows..th.e, :reR:OmIl!o~~dea '
ar~~ngeme;nt C?f oq~are1;e, p~~ok p~er~ ;c,o~t~ct~d on-
sit~..' Concrete blQ9k& shQ,uld'.hav:e, nomina];. .
:c1'~9;nsi~ns' of ,~~'le.a.~1r .s',!~ 'X .16.,~;.. I TIley .~tist :pa
. 'stacked'with',:their',hollow oells aligned vertioally.
When piers ~re oonstruoted ot'blocks stacked side-
'by-side, every layer' should' be a~ riglit 'angles"1:,o
~e previous one (see Figure ~.1).
Cap 'hollow b,lock piers as shown in Figure 4.1 to
distribute the struotural load evenly across them.
CaI?s may be of. sol.td" masonry or pressure treated
lumber, at least 4" thiCk, or ot steel/'and ot the
~ame length and ~idth as the piers 'they rest upon.
Avoid plywood, as it may 'lead 'to ',Unwanted settling
or movement.' "
Use lumber shims to level the home and fill any gar
between the base of the I-beam and the top of the
pier oap. Always use shims in pairs (see
7
, . ,
Figure 4.1). I .Drive' them .in ti-ghtly. so they do not
occupY.lI1ore than'l" of.vertloat spaoe. When the
space to be shimmed is less .than the:mini~um
thickness of available:caps or concrete blocks,
dimension .lumber may ~e'u~ed ~der the caps.
. !( ": .' I. . .t. .
Select manufactured pier :hei9hts so that their
adjustable .risers do not extend more than 3" when
finally positioned (or beyond .the. :limits specified
by .the manufaoturer). ..
All 'piers must rest on footings. (see paragraph 4.2)
that eitAer extend below. tile .~rost::li:ne 'or are
otherwise proteoted from trost et~eot~, and'are
plac~d .~n either undisturbed soil or.oompa~ted fill.
4.1.4 Design procedures
4..1.4.1
4.1.4.2
I .
4..1.4.3
piers':less. than'. 36" . high. . You..may ..oonstruot piers
less ..than 36!' :high out .of s;Lngle~ ':'open or closed-
cell ~conorete blocks,' ~8'!. ..X .8'" x 16"....... Install them
so that .the '.long .side 'is at -right../angl.es to the
supported I-beam (see Figure 4.1) e' Position open
cells at 'right.angles to the footers. Horizontal
offsets should not exceed 1/2." top to bottom.
Mortar is not required. Manufactured piers should
be listed and ~abeled.
. .
Piers 36" to 89" high. .Construct all piers between
36" and SO" high, out of double, interlocked .
concrete blocks (see Figure ~.1).. M9rtar will not
be ~ requir.ed... . .' . .
Piers over SO" high. Where' perldtted by looal
codes, lay them in concrete 'morta.r with .steel'
reinforoing bars inserted in the'block celFs and
fill. the cells with..qoncretee . Where '~uch' ,.
construction is not permitted by....local codes, have
piers over SO" high designed by a registered
professional or struotural engineer~ .
4.1.5 Looation and sp~ging. The location and spacing of piers
depends upon the dimensions and weight of the home, the roof
load zone, the type of oonstruction (single- or
mUltisection), and other factQrs such as the locations of
doors or other openi~gs and heavy pieces of fUrn~ture.
8
r
..1.5,~
4.1..5.2
4.2.5.3
4.2!5.4
single-seotion homes'. 'F.iqure 4.2' shows the
recommended location and'spacing of 'piers for your
, single-section home..' ,
. ,
.. . . '., "
XUl tiseation homes ." ,Figure' 4..3 shows: the
recommended location and spacing of piers f9r your
mu~ti~ection,home.
'0 .. ", . " .
Under'doors and heaVY,furniture~ Place piers on
both sides, of,sidew~ll, exterior doors and other
sidewall openings 4"or'~ider (such'as recessed
entries, 'bay wiridows;, and sliding glass qoors),
unde~ ,porch posts, ,fireplaces and wood stoves, and
under the expected'locations of heavy pieces of
:furniture such as piano~,. organs, ,wat~rbe~s, etc.
Hultiseo~iop Ridgeb4am,s~pport Piers. In addition
to 'pier~'located along, main beams. and. at e~erior
openings, piers should be placed at each ridgebeam
'oolumn location, ','These !piers. are ~ecessary :to:
t~ansfer oonpentrated, roof :,loa~s . safely tCl the
. ground. " T1:Ie ,locC!:tion '9f 'these.,piets are shown by
.either. dimensioned"drawings prQvided .with your 'home
or by, pain1: marks} or decals on ,.the bottom side of
the' qenter line floors. See Figure ~.4.
The influence spans are the sums of adjacent opening
spans. See Figure 4.5 for an illustration of the
~ethod for det~rmining these spans. See Table 4.2
for the minimum pier capacity.
4.2 Footings. Support every pier with a properly designed
footing, as follows.
4.2.1 Acceptable, types o~ footings
4.2.1.1.' cono:e~e.. ' Footings;,may: consist of precast. or
poured-i.n-place cqncrete" pads" slabs or ribbpns
with a 28-daY',compressive strength of,'at least 3,000
psi. Unreinforped footings must. have. a depth of at
l~aat 1 1/2 times the length of the footing
pr~jectiQ~ from t~e pier. (See Table 4.3.)
, ,
..2.~.2 Presaure.,.treated lumber" Two fasten~d layers, Of'2"
thiok' pressure-treated wood planks, with the long
dime~sion'of the .second layer placed perpendicular
to that of the first, and cut edges painted or
retreated, may ,also be used.
9
... 2. 2. ~la.cement in freezing olimates
, .
~.2.2.1 conventional Footings. To preclude ,the harmful
effeots of ground ,frost heZlve, fO,9tings should
usually be placed belo~ 'the'"frost ' line. Consul t
local authorities to determifie'frost penetration.
..
4.2.2.2 FloAting Slab Syst~. When properly engineered by
a registered professional ,engineer, oompatible with
the anchorage 'requirements of section 5.4, and
accept~le to the local ~~tho~ity haVing
j~risdiotion, "floating slab system" may be Used
above the frost line.' ,
.
~.2.~.3 Insulated Founaations. Footings may also be placed
above the frost line when the home is prov.1,ded with
a perimeter foundation' or skirtihg having ih~ulation
prope~ies'suftioient to1preveht freezing of the
'soil under, or ~djacent to every load-bearing ,
component of the foundation and aooeptable for this
purpose,to the -loc~l' ~uthority havi~g,jurisdiction.
Usefui deSign guiaelines =ai b~ found ,in references
. 4.5,7 and 4.5.8 at the end, of thi,s- .'chapter.
InSUlation systems should 'be 'compatible with the
~equirement to cross-ventilate the 'entire space
under the home (see paragraph 5.5).
4.2.3 Proper sizing of footings. Proper sizing of footings depends
upon the load-carrying capacity of both the piers and the
soil. See Table 4.3 for recommended footing sizes for
various pier capacities.
.c .,3 S,pea:.f..al Conc:Htions (See al~Q Seot~on 5.~.3)
. ,
4.3.1 FlOod-prone AreAS. GUerdon Homes does not recOmmend ~ting
your home in river or ooastal -flOod-prone areas. Speoial
local reguletions or f~ood insurAnce prOVisions may apply.
Speoial elevation and'anohoring techniques are required when
locating in' a flOod-prone are~. Consult a registered
prOfeSsional or struotural .engineer to maka, ~ure that home
design and construction l:lon~orm to Appl.icAbLe federAl, state
And local Codes And regulAtions. Tbe FEHA PubliCAtion listed
in section 4.5 contains design and oonstruotion
recommendations.
to 3. 2 SpeCiAl snow lOAd oonditions. Homes designed for And located
in heavy snOWfALL AreAs or subject to other extreme lOAding
conditions will require special piers or. footings. See
tables And speqiAl manUfacturer's instructions provided with
your home. Ventcaps, Plumbing vents, gas furnAce and water
I
10
heater stacks, Blend Air systems, etc. shall be extended by
retailer or homepwner as necessary to assure proper operation I
during high snow depth ~~riditions.
~.4 Basament Foundations. Figures 4.6, 4~7, 4.8 and 4.9 show a
typical basement foundation design. If ,you desir~ your home
' to be placed on"a permanen,t fou~dation numerous speqial
construction techniques must be used in the. homets,setup.
These consi~erations are contained in these figures.
~.5 Impo~tant referenoe dooum~nts
~.5.1 Foundation plans for your specific model home may be
available. Please'contact the plant which constructed your
home to obtain a copy of the.design if available. .
... 5. 2 ANSI/NCSBCS A225 .1~1987, ttMan~factu~ed Home Installations, II
HCSBCS, 505 Huntmar Park Drive, H~rndon, VA 22070, (703) 437-
0100.
~. 5 ..3 ANSI A5S. i-1982,' "Minlmum Design Loads for BUildings and
other Structures," ANSI, 1430 Broadway, New York, ,NY 10018.
~.5.~ FEMA 85, "ManUfactured Home Installation in Flood Hazard
Areas", FEMA, Washington, DC 20472, (202) 646-2708,
September, 1985.
.(.5.5 IlHUD Handbook 4930.3 (1989), "Permanent Foundations Guide for
Manufactured Housing," HUD,' 415 7th Street, S. W. Washington I
DC 20410."
. ,
.(.5.6 "All-Weather Wood Foundation system Manual, "Natio.nal Forest
Products Association, 1619 ,Ma~sachusetts Ave., N.W.,
WaShington, DC 20036, june, 1976.
~.5.7 "Frost-Free Shallow Foundation Design Guidelines," Enerqy
Desiqn UOdate, Ma~ch, 1988.
~..s.a IIBuilding Foundation Design Guidebook," Document No. DE
88013350, National Teohnical Information Service, 5285 Port
Royal Road, Springfield, VA 22161. '
11
o 0 '\ \0" ~.I.,,' . '. ,I ,
, .- '. to'i ,.~ ::.\ 0 ;' .~". :' . ~
PIER 1
PIER 2
....
PIER 3
~, . ,.
1';'~E"Ai.I
'.. ~
PIER
FOOTING
SINGLE BLOCKS
MAXIMUM HEIGHT = 36"
(S~E NOJ'[ #2)
. .
DOUBLE INTERLOCKED
BLOCKS
MAXIMOM HEIGHT. = Bct
,. , UIN
STEEL OR CONCRETE
~UFACTURED PIER
(SEE NOTE #5)
PIER 4
. \,111111111"",
Yo'\ C. 0 III/
,-'" ~\ O.L" 1'1
,,~ . \.\.... "...., ....".. ",
~ ,,"""'{' 0" 5T ',~'l'" "
~ ~.,,~C:I' f~i",'',1 ~
J" <II.. ~ No <> '. v 0:-
j i ENE87QJ571 \ ~
..*: ....... ;'*:
~~.... &TATE OF ....,~ 1
~ ~ . " <<: ~
'\. ~~'~:YOIA~~~~.of
~ VIS' ....... ~".
""'""laNID~ \\,\\ (I "
NOTES:' lrtl"''''ll~ 1/18;" s-' ~
1. CONCRETE BlOCKS FOR PIERS ARt 8)(16x8 NOt.(INAL SIZE. HOUOW CD.1. lOAD BEARING CUU'S
w.NUFACTURED IN CONFORMANCE WITH ASTJ.C ~O-70, G/w)E 'H'. OPEN CEl:.lS ARE VERTICAL
2. SlNGlE STACKED CONCRETE BLOCKS ARE; ORIENTED SO lHAT LOHO DIRECTION IS. PERPENOICUlAA
TO THE' LO~O DIRECTION OF THE WJN BEA.M. "
3. FOOTERs MAY BE' PRECAS1 OR POURED. BUT, IH EITHER CASE. t.(UST BE lEVEl. IN AU. DIRECTIONS.
4, PIERS ARE TO BE PLACED ON THE FOOTER APPROXlUATaY CENTERED SO THAT THE FOOTER
PROJECTION FROt.( THE PIER IS EQUAl.. f'R0~ SIOE-lO-SlOE ~D FRONT-TO-BACK. PIERS t.(UST
BE LEva VERTICAlLy ON AU. SIDES AND SQUARE WITH THE FOOTER.
5. PREFABRICATED PIERS (TYPE 13) t.lusr Be: CERTlFIe:o FOR A RATED, CMW:;rry AT l.EAsT EQUAl.
TO THE lOAD DETERMINED FRaU THE TABLES.
6. CONCRETE TO HAVE A I.lINIMUI.I COI.IPRESSIVE STRENGTH (Fo') OF 3000 PSI mER 28 DAYS.
7. CloP BETWEEN TOP OF PIER AND 'I.WN FRAME LlAY BE A WOOD PlATE (NOT EXCEEDINO Z' IN
THICKNESS) AND SHI)..IS (NOT EXCEEDING 1- IN THICKNESS). SHIt.(S SHAU. BE AT l.EAsT "'- WIDE
~D 8'" LONG, FTTTED AND DRIVEN TIGHT BETWEEN WOOD PLATE OR PIER AND WJN f'RAME.
(SHIMS TO BE PERPENDICULAR TO I-BEAM) TWO INCH OR <4-- SOULD CONCRETE BLOCK MAY
FlLL REl.WNDER OF GAP.
CJ.P
FOOTING
nn REINFORCING BARs
4 GRADE -40 UrN) 'pLACED IN.
E PIER CORNms' (4 PER PIER)
DOUBlE CONCRtrE BLOCKS, WITH
AU. cw.s FlLlED' wrtH cONcRrn:
~D lAID IN UORTAR
DOUBLE INTERLOCKED
BLOCKS ,
MAXIMUM. HEIGHT = 96"
)
.....
FIGURE 4.1
TYPICAL PIER CONSTRUCTION
12
," ..f"',. .
-,,:},;';/f~~;~~~~~:;>."'''.'-'
,
. ..
('
I."
';.:~:, :;:.,,. ...~!: I_,~.'"
I :';
.. ....-.....------1
,
SEE NOTE 1 .
,
, .
W1E
NOTE
13
SEE NOTE, 1
SEE; NOTE 1
SEE NOTE 1
...
. ...... "'H,':"r
,....::.,
. .
. \ .
,
.:1,
"
...
".. ?"',..:....'IH
.,.-, . ,.-, r'" .r-,
-------,~------ -~---.~--
. "., '-- ." -'" .'-~
"1""'1
I.WN
8~S
PIER SUPPORTS'.'
(sa. NOTE 11)
r-,
'1.-.1
, ,.-, , . rn"'!
-------~-----~~
1.-.1 . 1._.1
NOTES: .
1. SEE TABLE 4: 1 FOR REQUIRED .PIER. CAPAPITY AND SPAGING.
2. SEE TABLE 4.3 AND SECTION ~.2 FOR' FOOllNG REQUIREMENTS.
3. PIERS SI-W...L BE LOCATEa AT .A MAXIMUM OF 2. FEET FROM
. 80TH ENDS.
4. PIERS SI-W...L BE LOCATED AT EACH SIDE OF ALL' PERIMETER .,
OPENINGS (4) FEET OR GREATER IN WIDTH. nils WILL INCLUDE.
DOORS. WINDOWS. RECESSED ENTRIES. PORCHES, ETC.
USE TABLE 4.2 FOR PIER CAPACl1Y REQUIREMENTS.
.
\\\\""1111111111' ,
!to'" C,. 00 I".
~,\.,f\ ~ 'f:~... ~ "'<*.1
~~ O~':'r,\S T E';"~~% !
/ ~...~ No. ~C':. ~ j
,.. .! ENE8103571 \ i i
. *! -- . *. ,
i : co.
\~\ STATe.O~ ':~J t
\7'l: . . L-- ~ ,.
~'...~.tV' ~C-- .,~'V ~ i
\ ~~ ....gJei...i\~~ # '
" ( ""'~2.~t~" . ,>'
L ~ .l,(i~ Ijl~ "
,
,
.".,
" . ,
: ,i' ::i.Jt"!....!
\ .: t\: .'. ..
I .. .'..
'. .
,. .
," ....
.:. J:-:'L:: .:....
.' /'" .:
" ~) '.'
.. ..'\...
FIGURE 4.2
TYPICAL BLOCKING LAYOUlFOR SINGLE-'SECTIONiHOMES
13
.,. .... ." .
. -' "'..' .-.:'......;.. ".' -.-'---"'~.""
':'~:;r):::,:;"'~J'>""':~ ,'. ., ~~:,;~~i~R'I:~;':}'; I,
;. . .;r~;~;IF;\.; .
'......__..~_...,.,.:.r... r ~, a,. ,L ~.,~ ~.~, ~ ~~~''''.'f
'.
"
"
~
13 I
SEE NOTE 1
SEE NOTE 1
.' SEE NOTE 1
. SEE NOTE
SEE
HOTE
13
. ':. . ',t' j' i i~;:'::
' '. ,. ,{". ". .,'.... r''-'~' ,-,.
' .. ...., ',., O~J
,.-, . r-, . ..-,.' ~t'
-------+H+-------+B+------~:..
"'-, ~_.A . . '-_.A
PIER SUPPORTS ~GS: ....:. ! :
(SEE NOTE 11) (SEE NOTE 12) ..;~. I
,,' ..-,. . :l' r-, 't. . . . i !~..-.:,
-------+H1-------i-8i-------.;~-
"'_.I ''''_.I . ''''_.A "'_.A . . "_,,
. . 1-- SEE NOTE IS ...1 '
,. ., ,., SEE~ F1GURfS 4.4 & 4.5, ,., . ..f ',.
I t----- - - - ----fR+--------':"----t-B-t----____~---.-t
I.: .I "'_.A .' "_.A i '-
,. ,
"'_.I'
. ,.-.,
,.-., ,.-., ,.-.,
. -~-----__t_S-t------:.....- I S I .
. '-....1. 1._.1 "'_"
I
:.riil ...... ,.-,
------~--~---~.
"'_.A . "_"
. .
1
.
,.-., ,.-., ,.-, ,.-., ,.-,
. .---- - - - -t-S-t--- - -----t-B+---- - --+B+------~-
'1._.1 I._oJ 1._". '-_" "'_"
,.-, ,.-.,
NOTES:
1. SEE TABLE. 4.1 FOR REQUIRED PIER CAPACI1Y AND SPACING.
~\(\\"1lI14 """
...~, c. 00 111,,-
~".. ~~ . '.t:-;.' I,
~~ ~\... .... ..... ~ ~~
j'X'')...;.~\SrE;,~...~ ~
~ ~. ~'V No. <:) ... ~
j ! ENE870357.1 \ i
=*: ..... :*= ,
i~~ \ . STATE 011 /::;} i
ca\.....IA.O, '\.....\P':..~~~~1.{l,.. :.
,~ ~~...!:'~~\\~~"--' .....: .
. l 14 ON \\\'# . . . .
. tt/~(t;'J) ..
PERIMETER BLOCKING
(SEE NOTE #Jr)
2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS.
J. PIERS S..wJ.. BE LOCATED AT A MAXIMUM OF 2 FEET F.ROM
BOTH ENDS.
4. PIERS. SHALL BE LOCATED AT EACH SIDE OF:ALt. PERIMETER: .:' .....
OPENINGS (4) FEET OR WIDER IN WIDTH. THIS Will INCLUDE .
DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ErC~
5. SEE TABLE 4.2 FOR PIER CAPACITIERS AT RIDGEBEAM COLUMNS.
'. \ ~?~~: .
. ..' ;. : I., ; .-; i"~ ~ . ~ . i .:
.
. I ~
L~ . ;.; ;.:::~.;;:\'i ,:'
':. t', V;~ I.~ ':.(,
'. I~' ::1~ '.It: i'
..
, .
FIGURE 4.3 . . '.' . .
TYPICAL BLOCKING LAYOUT 'FOR MULTI-SECTION':HoMES.:
14
· r
", .'
ROOf'
. RiDGE BE:}JJ
"
DECAl., PAINT UARK' OR
'loPRAMNO PROVIDED FOR
CATION D~J10N'
RIOG< BEAlJ cotlJUN ~
,
RILl LlEJ.lBERS .
JOIST
WJN 8EAJJ
BorrOLl BOARD
. RIDGE BEMI
PIER' SUPPORT
FOOTING
..... '" " FIGURE. 4~4
TYPICAL RIDGE 8EA~ SVPp:QRT COLUMN, PiER
"
GROUND' ..
'.
,.' :. .
L___ B
C
CENTE;R Ut-/E 7-
OF RJOGEI.BEMf
o E
-;-----
INFWENCE
I. S~1~/~R ~I ~
INFlUENCE
~AN' FOR
PIER C
INFWENCE
~I. S~~F~R ~
INflUENCE
SPAN FOR
PIER 0
. '\\\\UIIUHI1111
,\\\\~\ C. DO """I
~~ ~\... ....... 'J:o.... <-
~~~..,~c,\S T E~'~t<'.. "\
~ .'~ No ~J'\:~ ~
411i. . v. t:-
, I, ! ENE8703571 ': ~
= * ! ...... : * :
1-0: : :
s~.. STATe: OF ..~:~
. ~ '%;".!-\'O'A~~,"~"..l
'" ".,.
INflUENCE
SPAN FOR
PIER B,
'FIGURE 4.5
lYPICAL INFLUENCE SPANS
lS
00<<:7W.. HOTO:
;""
I. THG f"OVNO.A.T1QN HAS B EDl 0CSlCN(D FOR SITES lmH #l
J.l.J...DV(NJL( SOCl IlOJUHC OJ>/>OT'( or 2000 PSF UlHlUW.
2. f"ClIAroA l)()KS TO B( COHSTR\JCTUl ON SOIl lIffii A ~
llCMlNO COP/>OT'( sw.u 8( DalCNED IN ~ lmH
. ACCO"T([) ~ ~ llY A lJC(NS"fl) OlClNUJl TO
LOCAl CONOmO/iS mD coon.
J. ~ CO~ ~CTH AT 28 OA~ TO BE JOOO
PSI llIHMJIL
.. ~CING srrn SPEOfIED TO fl( C1W>E eo a.-vtS t.IEI1lNO
AS'f!.I 1.415, MIS mD 1.417
5. f'"OUHO.I.TlOH WAU. ""y fl( POURED c::oNCRaE tr lHlCK"
IlOHf'OftOOl WITH f4 REBAR AT l-r' OC 'vUm0l.. AND Is RfBM
, AT I tr OC HORIZONTAL
'. L'!m COLlNN SVP"'':>''T"S "'II r.~l.lNr Rlocrnrws
, i\LQ..JiR( ADomO/'iA.l I'1l1i S".JPf';::~:: liNorn .:o.'"7D' ~:: ;!'>.
; LOCATIONS PER Fl.OOR PV-N.
. :. O'(os::s-eEAM$ AA[ co..mNVO'J5 'l.'lL WlD11' or lIN;O ANr:
" nQ1; WU1>(D TO EACH w.tN BOJ.I AHO SECVRm ~T PllAST['O
PC1! OCTAIlS- sn: CM'{! FUR REOVlRm SlZES.
6. loVJ/'f BEAMS AAf. ro:::uRm AT EACH D-ID IN P1l.ASTUl POl
OITAIl..S. WHDl ~ lJl-(E Bf.Alo( IS IHSTAUm P1l.ASTUl IolUSO
ALSO BE INSTAUm FUR EM> SUPPORT. SEE 0WlT FUR
REQl1IROlDrrS.
i. 1H(:S( SPt::ClFlCATlOHS AA.f. l'f1'lCAL lDCAI. COOES I.IAY CONTAIN
A.DOOlOt(.IL ~
10. f'OUHO.#.TlOt/ W.IU S1E).(S MAY BE CON~ETE OR CONCRETE
BlOO<.
II. CONCRm BtDCK sw.u. CONf'ORl.I TO ASll4 C-lXl.
12. IN ~ IllOCK STEll WAllS A J.nNll.I\.IIl Of (2) ,.
REBAAS AA.f. TO fl( HS'TAUlD IN Ill..OCk WITlf we SIi.L
#lCHOR$. fUU.y CllOtJT rACH au COHTJJHlNC .ftEBM.
1 J. }U l.IJW8ER IN COfiTACT WfTH COHCl'tm SHAll B( or
P RE:SSUft( TRQ,m> 'M'E Oft OF SPECIES foPPft.fJV'CD FUR US( IN
DIRECT CONTACT lIffii CONCRfJ'E.
1 4. lHE .IHST.lUATlOH sm:: WUST fl( C1W>ED so nw WATER
OIWN.-t.C( IS AWAY ~ STRUC1\JftE AND ooa NOT ACCUl.IVl.An:
~ THe /-fOU!:.
1 S. BACl( FlU. N).JN;D(f TO THE W.<LJ.: Sl-W..l HOT 8( f'I..AC[D
UH'TlL lH( ....All kIS SU'llOf}(T S1REHC11i Oft HAS BEDl
BAACOl TO' PRf:VD(T ~
I 6. WINlWU\4 FUI.JNO.IJ'lOH VDffiu.nON ~/IDlf)(TS:
A. 1 tr x 2.r ACa:SS CRAWl SPAC( TO lINOER f1...OOR MEA.
B. 1 1/2 $Q~ FU:T OF" \l9rnUnON ~ 25 UNI:AL FrrT
or ~l1OH W.AU..
C. COYEJl VOfT OPDGNC:S wrTH COftltOSU)H-IlESlSTANT WlRf:
IJCSH NOT u:ss lH#l 1/B'" NOft IoIORf: lH#l l/:r IN ANY
DlRECTlOH.
17. 1-8EN.C $PUG( 10 ocam 0YDl SIJPf'OfUS. ~ I/.r x .r
· (' SPlJC( PlATE wnDED OR (2) 1/:r 0W.tETER Botrs EACH
SlO( Of' ~
18. WHfM ~ ~ IS 1NST.<LJ..fD IT W\JST B(
CONllNUOUS F'OR lHE F\JU. l.DfClli OF 'THE UNIT ANO f1ElD
WEl.O(D TO E;I.CH ~ JoHO S8:UIlfD AT EACH OlD AT
POCKET OR PlVSffil POl DETMS.
11111111"'1.111
'\.,\\ ell"
","''\.~~....: .,?o .f/,.;,~
$' ..P....GIS T [-9 ~<<:: ~
~ :' ~<c: No <"0..'1-- -s (
f / ENE8703571 ':~ ,.,
= * : -- : ~: l~ (
11/ s( <n
Oorow.. Norn::.
Ii. cw.w ~ Of COtICRa( Oft ~ WAllS TO B(
Ii .ACCORO.AHC( ln1li l.OCl.l coca. IN TH( AIlSOlG( Of CODE
~IU)'(D/TJ lH( FOll.OWlNC SlW.l APPlY,
A. OO'ERIOR I'tl\..'tmI.T1OH WALlS or 1.IAS0Nm' CONSTRUCTION
Ola..DSlHC 1lASO.l~ SHAll BE CWoIP PllOOfU) BY APPlYINC
NOT t.L::U lHAH J tr or POR1l.A.HO CO-/f)(T PAAClHC TO T}l(
WAU. ffiOU lH( NO TO TH( fiNISH 0RADf:. T1-i( PAROl NO
SHAll BE COVE:Rf:D "TTll A CQ,.\T Of foPPft.fJV'CD Il1TlJWroUS
WATU!W.. N'f'UED AT THE ~EM>ED MTL EXTE:RIOR
f'OUHo.o.TlON WALU Of'''CONCRm CONSlRt1C11OH ENCLOSlt/G
IIASOlEmS sw.u.. lIE !W.IP I'ROOfID BY APPl'YlHG A CQ,.\T Of
N>P1<<1YfD !Il1\JI.llHOl1s WoTElUAl TO lH( WAU. FROt.I THE fOO11NC
TO TH( f1HIsH C1W>E AT lH( RECOI.II.IOlDCD RATL
B. rouNOAnoN WAllS or HABITABLE ROOI.IS l.DCATUl BELOW
i CR.A.!>f $l{AJl. Sf W.ATry PR00:"n.T> 'l'VTr"H uf)JH't......"'~ S orri."NOfNG
FROM THE EDCE or THE FUOTINC TO THE flNISH CRADE. UHf:.
THE I.IO-/BM"I( sw..tl. CON'SlST or (TTH~ 1-Pl Y HOT l.IOPPED
FUT. tl-l.Ill POl'l'VlN'rt CHLORIOE. 55-POliNO ROll. ROO~lNC
OR EQl1IVALmT I.IATERW... 'THE W' IN THE M[l.(BRAN E sHAu BE
SOLED ).NO flRl;(L Y .IFFlXED TO THE WAlL
C. F'OUt{[)AnoH W}US ""Y BE DAMP PROOfU) OR WArm
PROOFED lJS1NC MATERIALs AHO W(THO()S Of CONSlRucnON
OTH~ ~ CO'v'EMD IN THIS SECTION WHEN APPRO\ItD BY lHE
lOC'.l.. 8I.IIl1lltfO OffiCIAl..
20. 0ftA!NS SKlU. lIE PftOVlOED AROUND FOtJHO.l.nONS ENct.oSlNC
HAmTABlE Oft; VS€I.8lL SPJ.a:S l..OCATED 8El.OW ~ AHO
WHICH ARE Sl1aJECT TO CftOUHO WATER CONDITOHS. 0fWNS.-
SHAll B( 1HSTAU.lD AT Oft BElOW THE MEA TO BE I'ItOTa I UJ.
AND sw.u. 0lSC:W.RCE BY CRAvrrY OR I.IECHANICAl. I.lEAHS INTO
AN N>f>R(NfI) ~ S"l'S'1'Dt.
21. THE T'Of> Of' OPEN JOCIm or DRAIN nu:s SlWl.. BE
Pf<<lID.;IUJ WfTH S1RlPS Of BUllOINC PAP€R AHO TH(
0lW/W)( nu:s Sl-Wl. BE PVaD ON 2 INaff:S or ....ASHED
CAA\n Oft ~ ROCK ONE SlEVE: SIZE lMCER lH#l THE
TU:' JOINT OPENlHO OR f'E:AFOAAnON ).NO COVERED wrTH NOT
lESS lH#l . IHCHES Of' THE SAl./E LlA'IDtlA!...
n "1liE OESl<::HS Off: THIS AND FOl.l.DWINC SHEIn ARL APPUCA8l.E
TO WIlIO ZONE" (15: PSf" LATERAl.) ARO UNrrS
WHICH ,W,VE A MAXn.cvw WlOlH or 27' ""go. IoIIN11.M.1 I-BEAU .
SP~ IS .5 1/2".
23. THE 0f:S10t($ 0I0f THIS AHD FUl1..0WlNG SHEETS ARL APPUCA8L(
TO SOSUlC ZONES 0, 1 N<<l 2-
24.. . THIS f'OtJHl:IA.llOH OESlCH IS HOT FUR lNST.lUAnOH ON' A
flOOO f'l..IJH. WHOf HS'TAl.J.Jt{C CRAWLS? AC( Oft 1lAS().(0fT IN AH
MO.. 'MTH SOl1.S w,'IINO I"OOR 0fWli.'.CE. CONSlOEJV.nOH SHOUUl
8( ot.Uf TO urntoos or ElJI.IlHAl1NG .-cctJI.MAnoN OF WA~ Ii
lH( . CRAwtSPAa: Oft 8ASO.Cf}(T. stJCH AS lliE USE Of' SWI'
~s). ~ or SVl.lf> PUlJPS TO BE IN ACCORtMNC(
MTH WeAl COOt: ~ .
25. COM: l.II.IST K.lINOERT'N<a4.1N lH( Pw:{),(OfT or ~_
LtC ~ ~ TO AVOfO CONf'UCTS lIffii lWN l/NrT' . .
aws:suElol8El'tS, . ~ IV'J..E. I-WlCERS: HITCH P1ATES, CAS
INI.lJ'S.AHO ~, 0ftA!H OlfTUTS AHO ~ WATER
H.m AHO 0t0SS0VERs, EUC'TRIC.A.L INlETS AHO CROSSOVEItS.
.HVAC 0ft0P0VT PIPES )HO CftOSS'OVEltS, DRYER YDfTS. WA'TEft
HEATE1l It1JJU I'lPlHC, CAS APPI.JAHG( NR INLLTS.' ETC.
(ct1T1lNO; 'N01'OiIHO OR 01HER WOOIflCAnONS TO w.tN UNIT
Cot.tl>oNf}(TS (l.DHGtTVOlHA!.. 8fAMS, CftOSSl./[)'(8E1tS. ~~S.
~ AA.f. NOT -f'€RI4TTm (lINLESS SP€OflCAUY .lUOWED IN
flWl.I lHE WAHUFACTlIRER).
ROOf
ZONE
(7S0~
(~~o~
WUHOO 1. ~ "lTH CV(T'[)I:t.N(
WAIN ~ P'Il.ASTDl OO"TH
HlEAM 8fAU SIZE f"OR WAIN AHD
SUE RE'OVIRfD' COOU\:UN( ~
" I
rsv.u
. Cf){T'[RLfi( ~
FOOllr<<l SlZ[
AT~
.
.
~.-
.
. NORlH .
(~~ ~ . f.
NOm FUR UNrTS \IrTTli CDmJU..tf( BVU AS TM1.JlATID'NXN(. THE
Cft~ SHAll eE 1\'1l)rll, SPN::8J AT lr-a" OC IolAXlWUI.I MTH A
BEAU I"()O;[T (OR ~) 0fPTH or 14 J j.r F'Oft 1 cr WAIN llEAJ.ls
#lO 1 6 Jj <' foR l-r' WIN 8E:AJ.lS.
Nem:: AU BEN.IS (CENTERUHE AHD CROSS BEN.IS) ME Tv B(
SUPPOfITU) AT l.I06uu: conrnlJNE AS SPEonED.
W(THOD 2: UNITS 'ftTTHOVT rom.:RI.JNE BEAM
~.~
WAIN IlEAJ.l
PVSTER
OEI"TH
SIZE AT OIDS
CR0SS8OU
80U
SULCTED I"'Oq(ET
SlZ!: OO'TH
,
/* tUviiMv Sll.( l'-\oULAiUJ ;vt\ f"lL^ :"VPPORl5. Otf....';. .:.oLE. L"":":~iiu'.
ltiSlllucnONS I.W-IUAl FUR 1\10CUl0J.l F'OOilNG/PlER REOlJ1RD.tOlTS.
.
--...:.: .,~
.~
~
% %:" STATE OF . ~ ~
~" ~'/'VC'A~~. ~'-<.. /
'" J's "....... ~, "
"" IOllAl t" ,.,.,
"111 \,\"
1/1/11111-""
-
FIGURE 4.6
FOUNDATION NOTES AND CHARTS
IolAXlIolUl.l
SPAClNC
'. r--..
If" e l/-r'
1 W ~
~~ llf II 1/1:'
'II .",
l-r' 10 l/i h
tr . lj-r' ~
1 Wttrl
ill IIf 8 1/7 ~-~
17" 10 lj-r'
'II '"
, tr , l/-r'
~F 10" II lj-r'
~s 101,,,,,.
It" 10 1ft" ;!El.",
'-
..
.'-
'-
'-
'-
'-
,'- .
,'-
w
'0.
PIER
fOOTlHC
'-/
,'-
1.l1NlWlJ1J
SIZE
.
.
.-
--;-
~.~
.~
.
..
--;-
Lt
Iii
; I!;
WlC'Tl1 ~ !lOOn.
,--~------------ ~
~i:
~
~
r
""T'\
o
C
z
o
?;;.
o
z
IIi .,1-
~Ir . II
JI l i i J I
-1:_ ~ _________-__1 _ !
. _...._oJ I ii "1 I
. I I II,.. I!
I.... I I
. . ~l. . I I
~ II' !
Ji.. j
---~--- -I J
------ - L'
~~ .1
~j[ 1 I
. i: ~~I i. . . I:. !!
~,,, i .'. I I
,. ,. ! I
. I I
- -'. ~ - . I I'
ill =iL..______J lJ I
I
........
<">:!l
~0
.~~
'"'O~
~.
JT\""'"
o
;;Q
---- -
- ----- -
~.
~I
m
--------
-------
lit
";1:: .'
''; ',.
I"j-
j.:, .... .
i':,.
. " ,
! .
, ,t
, . .......;;..
.:. t. .., ," \.......,'. .
. ". . ..I~.J.... . .-. -..-..--..._.....
, ...,.'~I'\ ~i..",~ ..... r"~~'=M.
:.. I . . .~...~"A;.l.l:..t.'I.'::~:I.,..~~~~.f;:..';r.~.~.....
...,'...'.~t(~l..../..."".. .;,.>,-"., .
~
~
I
. .-l
co
"~~ J
I'DtII.IETDt .
JOIST TO SlU.
WI1lf t a4 w.a..s
AT :r oc
SIOINC
2.. IoIIJO
SIll.
COHCftEJE
i ~
~:
\oj
IHST}U ~
8O.DW fROST
UHf:
~ KI.A.
I'9lUErrR
JOIST TO SIll.
WI1lf 1/J4 IWl.S
AT :r DC
!
lit' ANCHoft .
IlOlT AT a.-{f'
DC (Sa: ~ .
"0-&) . .
t~~
k ItE8Nt AT
II" OC EAaf
WAY
fltOHT
.~
t /'r ANO<<>ft eot..T
'II/lf:u ,~ II t t/'r II
2 t f'UJE anm
10 . flJ.HCE (2 IlOLlS
J(f 00fT'DlI..t€ af:AI.I
0Hl..'t)
tit' Nfa10ft JOlT
.:~;t 41111/1'
. 21 ~
. 0VDt flJ.HC(
t:= f(
Jr &.aH
A't l"ll.ASt'EK
~
tlSTJU RlO'nitO sa: SEX:t1Otf . A-t'\
8O.DW fROST FOft ~
liIE: '. ~.
3%" IoIIH
AT I'll.ASTD
f~
~
,. ftEBM AT a- oc
b.cH WAY
~EcnON . C-C"
.' sa: TMU:
Of ..: n.oc a. ~
FOft f;tt".as- .we f'QOTf:R
NtEA N(f) 1r nta( Cl
~ ftfX)UIMD f'Oft
~~(~
k ftOI.AJt AT a- oc
tAcH WAY
~
FlGURE ....8
CRAWlSPACE DETNLS
1/2" AHOtOR
IlOl1' AT a'-{f'
OC NiO YrmiI!(
I~Of'~
,. ImlM AT
18" oc
\.0
I
-l~
~~~E I BEAM CONNECTION
"" "~I ,..,., "'1"
\,,\. C DC I,.
" -, . ." '....,
", ::(-.\..... ." ..... l:'O "
~ ,0 ....(,\5 T [,9.....~~ '\
! J,,'<t-~ No. ~O...i/_~
.. : --T~703571": ~
l.l:lHctMcIW.
CHASSIS fJQ.u
1'tJ>1CI.U fOlJNOA nON
WAlLS Nt( souo
8/00( Oft .CVl.CS
WlT}f AU. crn..s-
. CltOVTm.
8" II It'! ~
If 15' flf1WI. }HO
.tIEs');1 11" OC
IHT tr.AU N(O
COOI::lllH:. BrJU
'.,. ~'TO~.
f>1v.srDt '1l[BAA. .
f:a.~ A'['.8" OC
..-...........................................
:.:.:.:.:.:.::.:.:.:;:;:;:;:;:;:;:;::::::~:::::::~::::::::::j::~::::::::::::::~:::~:::::::::~::::::::::~:::~::::~~:::::::::::::::::::::::::~::::::::::::::::::::
.... .::.....:::. .:::::..... '". .... a::::. ........ ...:::..... a:....::.:. ..-.......... ........ ........:::.-..:....... ....-....... .......:::::::::::..:.:.:.. a:::.
................................................................................................
......................................."...........................................................
BLOCK El.EVATlON
. F:RONT VIEW
u.a STm. I'I.ATE TO
..l.OHOmJDIHAl. 31t11.1/-" ~ 1mlf (4)
. CHASSIS !lfNoI . - 0 ,,2 t /7" . u.cs -
I. ftO.tO'VE: IIl.OOCS A. .. C. 0. NtO ~
liT a:xt'Eft lJHE.'
2. ft'OU. HOw( ONTO'~ M'NII:
',. -.3. ~'8l.OCla 1Maf MM MJI(MD
". . 4.: 1lHDC ClWCE IS USED; ntE NKNE
: IIA't. M: :0Nll1m.
lH:.
t /'r ,IHQ{()ft eolT
~'I I < X t 1/2" X
2 I f'VJ(.
P'ED CM:ft flNIC(
8" x.lff' ~ n
~ wi #5 tm'lM
Nro #3 lIES AT Ia" OC
S' sro STEIl.
MPE COUJI.lH
(OR EOlW.)
-: It' THICK f'Oft a..
FOft %1rJCJf' IWC f'Cl<1TE7.
MEA NfD U" 1ltCX f'Oft
fOOl"DtS ~ 2lS!
:;ET
n~
~EcnON - {;-c;
FIGURE 4.9
BASEMENT DETNLS
SECTION
WIDTH
(FEET)
12
" .'-...
'14-
MINIMUM PIER CAPACITY TABLE
(FRAME BLOCKING ONLY)
EAVE'
OVERHANG
(INCHES)
o
8
16
. '. , ~
24: "
'0
f~iB~~~D~
~":;\' NOV ~ ~ . 4' 1997 :. ~:.:.
~ " }-'8.1 i'J lo\o.Wt . ~6
...... Hoes. P-a~.n L2i7 . .
~ "ad ltiI,lltTS~tu.larcl.'l.\;
. '7 ..... ,..... . .........
., ,'....
-. . ..... ~;.:. .'
16
24
o
~. y,~~~'?..~~~~.~;
C'J:..,~.OO:-A.&. '
,.,.. . v. '. - fu
0" :~. ~... Q
I (j i'r ..'~ ;
: '. 61:?' .
~~..:);; ,~/"t7 p' 16
~ !..'J..'7tli 'f''9:;''
~;s- )dNA\,. ~~
. . ~l~ TES:
i.- MAXIMU.M
':2, MAXIMUM
8
ROOF
UVE LOAD
(PSF.)
.20
30
40 '
20
30
...0
20
30
40
20 . ..
30
40
. ... 20' ....
, 30
40
20
. 30
40
20
30
40.
..
20
30
...0
.' . 20
30
40
20
30
40
.
20
30
40
. MINIMUM f'1~ CAPACrry (POUNDS)
MAXIMUM PIER S~ACINO (FEET)
4 6. 8 10 12
2400 3400 4425 .. . 5450 6450
26~0 3715 ,490.0 <6025 7150
287S' 4:1.00 . 5350 .6600 7850.
. . . . . . . f' ... .,
. .
2500' .. 3550 4600 . :'565'0 6700
2750 3925 510'0 .Q300 7500'.
3000 ...325 5625 69S0 8250 .
..
2550' . 36'50' '!. . ':":150" "~'5a'50" '. ". 6gS0"
.' 285.0' 4:100. ..5325:' ,..6'550 '7800
3150 4S-2~ ,5900' . ':.7300 8650"
I '. " "
" . 26'50.~' 'r::~3a601 ~'. '';:4.9cjb~<S' ~:'6650~'. ~:f720(,:-3i .
2950' ....250 ' 5S~0 '6825 8125'.
3275 4725 61S0 '7600 S050
" '2725.: ":\'3900'. \ '5015'" :t{:G250' :;. it;742S:
3000' 4300' 5625 .6925' 'S250
3275 4725. 6150 :7600' 9050
2800.. . 4000
:no'o 44.50
3400 . . 4925. ..
5225 :: 6450 '. '" 7650 :
5825 '. . ~,7200: 8550. .
6425" '/;050' 9...50
'. .',
2900 ...150 .54-00 "0'S50" '7900
3200 4625 . 'S050 : '7-+50 S87S
. 3~~9 .' 9'1. 2~.' . ~~9: . .~~~7.5' .' . 9:850 '
.. 2950' 4250" 5550 :.685(( 8150
3300 4800" 62~0 : n.~5' 9200
3675 5325 6950 ~8600 10250
,I ',,..,- ',r,',;' ...,~,... ,..".1.., I , ., ....J .:/) 't' ..., t. .
3000' . ....35'0 .5650:', " '''S97'~, ., . S~OO
3325. .' 4S00 .6275 '. ~n50'. 9225
3650, 52.50 6900 a~~5." 10150'
3100 "4'50" "~800 . '7200 I .;. as~o
'3425 4950 6500 SOOO. 0550
3750 5450 7150 8850 10550
j170' '4570', 5970. '737(j", "'8900'
3535 5115'~ 6700. 8280 tOOoo
3900 5660 7"'25 9310 11075
PIER SPACING 'FOR 8" LONGITUDiNAL I-BEAM IS 8'-cf.
PIER'- SPACING FOR 1 d' AND 12" lONGITUDINAL I-BEAM IS 12'-0".
TABLE 4.1
MINIMUM FRAME PIER CAPACITIES
"" . . ..
REF. DWG # I FEe -25 Iqq2
l\
20
. ..... ,., ..'."It.
. . ,::., ~~r,~!~.. ~..;,.... ",'"
'.
. .! MINIMUM . P.IER :CAP.ot\CIlY (POUNOS) !. . .'
'.~ . . ., .
TOTAL ROOF MAxiMUM 'INFLUENCE' SPAN (FEET),' , ;..
. WIDTH LIVE LOAD
(FEEt) , . (p,Sn, 4,'. ,8 12 16 20 24.'. . 28 . .~.,.32 t' ~'6' ,
24 20 ' 1200 2000 2800 '3550 4325 5100 .5900 6675 7450
30 1525. 2550 ,3575. 4600 5600 6625. :7650 :8675' ~'G700
4-0 1850 . 31.00' 4375. 5625 6GDO 8150, :'9400' 10675' 1.1950 .
., ,.,'. .
,3050 ,3900 4750 5625. '6500' I .
26 '20 1300 .2175 ';7350" '8220
30 1675 2800 3925 5050 6200 7325 8450 9600 ' 10200
4-0 20~5 . ~425 4825, : S225 7625 9025' 10425 11800 1320.0 ,
.',
28 20. 1375 2275 ;5175 ~100 5000 5900~ 6800' .,noo 8600
30 175,0, 292:5 4100', 300 6500 7675 .88$0 10050 11225 :
,. 40 : 'Z125" 36,00 5050 652~ ,8000 ~50; 1 09.25- 12400 1'3850 :
.. .
30 2'0 .. 1~j5" .2450 3450 "~450 5425 6400 7400 8400 9375
'30 1.~O'0 . 3200 4475: fins 7075 8375 :'9650 10950 1~250
40. 2309, , ....3900. 5500.. .7.100. 8725. 1.0325 '1.1925, .1.1525 15125
~'.'; 32 20 1525 2550 3550 4575 5600 6600 7625 8650 9650
30 1950 3300 4625 5'950 7300 8625 ,.9950 11300 12650
. N., 40 2375 4025 5675 7~50 9000 10650 12300 13950 15600
. , ,~,' .-.... ..........r
. j }(i: .:; I "
I YTI:.!A'V'~::
..-1 (20""''''
I .. _ ~_~:"~,'_' I.
r O().',
, . I
,. "
. ~"""
~--... ~~ .S:.g.o~~~,,,
~ ~,:<:'(,'STE,f~"'~~ \
:- . q; No, ~ '. os
i .... ENE81035'~\.. ~
€*; ...... :*1
- . I :I
' ~ ~ ". STATe OF ,"le ~
~'~" " .~..'~ ~
~-:. ~';"!.!VOIA~!/~ ~.:"
~""':-c.rJ' .........~~~ ~...
, ~I :"':!t-:'!'~~~I'~?
.'--~~~ .
. . ulslt:t!"'., '
':. ...
. ' ,
. ..,. :: L:
I.. .
. .' '..
~. .,..
. ,'..
, . ..... .'
. .,) ".
"';.:..,.'.}.; :.'
. '.'f,,"
,. ". "
TABLE 4.2
MINIMUM PIER CAPACITY
MULTI-SECTION RIDGEBEAM COLUMN
~. ~ ~ 01 ;
SUPPORT
.21
"
\
~\)
MrNIMUM FOOTING SIZE OR EQUAL AREA
SOIL BEARING CAPAC/1Y PSF
1000 1.500 2000
1 2 x 1 2 1 2x 1 2 ' ' 1 2x 1 2
1 2x 1 2 12x 1 2 1 2x 1 2
12x12' 12x~'2. 12x12
15x 1'5: 12x12 1'2x1'2
1 7 x 1 7 14x 1 4: 1 2'x 12 '
1 x, X X
3000 11x21 l1x17 15x15
3500 22x22 18x18 , 16x16
4000 '24x24 ~Ox20 17x17
4500 25x25 2h21 18x18
o 2 x x x
5500 28x28 23x23 20x20
:',6000 29x29 ,24x24 ,2fx2,1'
6500 , 31 x31 25x25 2 Zx2,2
7000 32x32 26x26 22x22
' 00. , 33xJ . . . x2, 2 x
' '8000' 34~3~ '. " 28.><28 . . 24x2:4-
..L 8500 .... 35,,35 29x29 , 25x25
9000 36x36 29x29 15x25
9500 ' , . J 7x3 7 30x30. . 2 x2.6
1 . 0 , 38x38 1 x 1 2.x "
11 COb 40x40 "32x32, 28x2~r
12000 42x42 34x34 29x29
13000 43x43 35x35 31 x31
14000 45x45 37x~7 32x32
15000 46x46 8x38 33x 3 23x23
16000 48x48 39x39 34x34' 24x24
17000 49x49 40X40 35x:J5 25x25
18000 5 1 x51 42x42 36x36' 25x25
19000 52x52 43x43 37x37 26x26
20 00 54x54 4x44 . x38 27x27
-2i.ODO 55x55 , 45x45 . 39x39. . 28x28
22.000 '5h57 46x46 40x4p ..... ,. . . 28x28
. '2,-3Cl1iJ.O ". .58x58 <l7x47. .41x:4;1 29x29
24000 5.9x59 48x48 . . . 42x42- ;:;'Ox30
25000 60x60 49x49 . 43x4J :lOx3 ........
NOTES: . . . ."",.~ .c. 00 '."
1. FOOTING SIZES. SHOWN ARE FOR SQUARE PADS AND ARE. BASED ON THE AREA l'r:i'....W;;.'i.... ~ '\
(SQUARE INCHES) REOUIRED FOR THE iLOAD. OTHER' FOOTING CONFIGURATIONS. ~ 'S...'o,"'<> No."" "'1-' -,
SUCH AS RECTANGUlAR. MAYBE USED PROVIDED 11:fE AREA (SQUARE INCHES) IS i ... ENEB7035 \ ~
EQUAL TO OR GREATER THAN'THE AREA OF THE SQUARE FOOnNG SHOWN IN THEI *: ... ;;
TABLE. FOR EXAMPLE. A 12" x22" (288 SQ. IN.) FOOTING MAY BE USED IN .PLAcq... \ -'~e .::. :
OF A 10'xlO' (256 SQ. IN.) FOOTING. AlSO. TWQ 12"x2~" PADS MAY BE USED . ... ~,~, ",<- 2
IN PLACE OF ONE 2~" x2 4" PAD. PROJECTION SH.W. NOT EXCEED "P". "" <'
2. THE FOllOWING TABLE SPECIFIES THE MAXIMUM FOOTING SIZE FOR VARIOUS .'Il ',.<
FOOTING THICKNESSES. THIS TABLE IS BASED ON UNREINFORCED FOOTINGS: REINFORC~, ION ,."
FOOTINGS MAY REQUIRE A SMAlLER. THICKNESS THAN THAT US'!EO BUT MUST BE _",,,,,,,.....
OESIGNEO BY A UCENSED ENGINEER. AlSO SEE SECTION ~.2.1 FOR ALTERNAlTVES.
FOOTING SOL STACKED DBL .STACKED .' ~"P';
Pmax PIER W x L BLOC S x f- "L" I .
~"~. 100xl6'" 10'xl6" 1 IT
o 6 1/2" lox24" 24"x24" P'ER~]
1~ 8 t'P: ~r-~~;: ~~~~r-FOOTlNG og. TABLE 4.3
18" 19 1/ 32"x~" 4()"x~()" FOOTING SIZES
PIER
CAPACITY
(POUNDS)
600
800
1000
1500
2000
22
4000
12x12
12x12
12x12
12x12
,1 2x 1 2
12x12
12x12
12x12
13x13
x
J,4x14
:: 1;Sx1 0
15x15
16x16
r x 6
17x17
17x17
18x18
.9 9
19x 1-9
.20x20
21x21
22x22
WIND ZONE I (15 PSF LATERAL)
T'rPICAl SIDE El..E.VATION SHOWlNC nmOWN SPACINGS
(..0
CIl
-lHC-..oor
SIlW'S
~ 1lDX.WI>)
(. ~ mW~SEcnoNs.5HOWlNG
~-REVISED ~
~:l NOV 241997 8
c' _ <<!
~ ,._'" ~..". ~
~ JI,I.. evoetr1JC!..o -:2
r._~- And 3.Ccty 3t.u>JorJA ~ _ _ -------
-~::,.
TlEDOWNS
flGURE 5.10
I<(CO~~(NDED TIEDOWN SYSTE}J
1. nw.c nc-ooww ~ B( ~llflI TO I'ROI'Ol1.Y
~ THe ttOl.lC.
2. <MJ\-nt(~ no AA{ NOT Rl:llUlRLD lo1TW ~y
SI'..a:D Nfl) ~ IRAU( ~ ~ If" lMll-
1l1( -fII:JOF ~ ME. Jl(QURQl Bt IH( lDC.oL ..uR1SDCI1Ol(,
1l1(y "-'Y II( ~
J.. o.t:R-1H(-IlOOF llCS (WHof 1lfXllMQ)) UAY B( snutm
10 IH( ~ CllOtJN) NO<<lRs AS bt( Au.u( 'IlCDClwWS.
4. fJI.IU( lIlDOa'NS NIt) AHO<<:lltS NIl: HOT SUPftJED I'(
QJOlOOH HOWf::t. -
~ OIiOl-lHE-ROOF STIlAI':s ~ IU:OlAA!D) NIl: stJI"l'UOl
'ff UJI.-lUXlN '''-''"C>_ AHO~ N<l) t:M> IR(^~
Mf.. lOB( SlJPPU(D BY OIl<UO..
&. CROVNO ANOiOR:S NIl) fllAu( no SHALL BE: CN'1aL Of
~ .. 1U{Slt.( LCJ,.o,D or .12$ POUNOS N<O AA{ TO B(
t6l.<uJ:D 1'0\ !lie WHUr~ 1HST-'U.A1IOH ~
BUT ~ HOT TO fXTOlO fIO'ONO lHE SIO€WAU. OF 1l1( ~
1. S1Ul. ....atClIlH; ~ 0cI'0:sm 10 1li( ~
SX4U. BE: I'1lOTECllll WIlli IJ lLAST 0..)0 Ol.. OF 2INC POl
SQt.Wt:( fOOT OF snn:
I. t'I.JoCO<I:)(f Ot': ,"^"" JlClO\nf ~ N<<l AHCHl:lltS w.y
8( OffSErlll" to ~ ftD To AlLOW AUCNwOq 'MTH C),Q_
ltt( -llOOI' STJW'S I'IlO'.1OQ) NO 0D:1c&\S( IH THe TOt.Il.
IUIllOt OF fllAUE TIfJlowHs ~
t. OCSICM 8ASQl ON _.. 1/2" l-8Gw SPIoONC N<<) -' IoIAJaUU\I
SIOOC4tL:_ HOCHT OF 7"-4'0
10.. ~ :sHOUlD Be c:vmFlED FOR THOt: CON:lI1lOHs 81'
A. I'lIClft:SSIOtW. CHCItIaR. NIOlm:CT OR -' IWlOIWJ.Y
IlCCDC:HIUD J[SJlNC l.AIlCWJoIrf AS TO _ THEIIl llCSlSt.IIla.
8ASDI 01( bt( -IHSI.ILUJ) NQ.E OF 0lAC0IW. 11( N4010II.
WJmc:-'t.. nc UWllNQ MrJ NQ.E OF N<<:HOIt- IH:S1:AUAJlolI. ~
T'l1'(- OF- SOL IIC ~ THe AHCHCllt IS 10 II(: IHStAWD:
11. CllOUHD >>OIOItS SHOIJU) BE: DIsmom IO.DW 1HE fROST
tHE Nfl) lIE JJ lEAST '2" NJI:N( n<E: ....TDt ~ NIO
.2. CllOUHD AHOtOIl:S SHOIJU) B( IHSTAUlD TO 1liElR f\.U
Iltl'1li. - STA.IlIUZEIl I'VJES SHOtU> Be IHSW.UD To
I'ROWlE: AllOQ) ~ TO o.tImJlIMHQ OIl SUlH;
1.1. ~ EOUIPUOIT SHOUD lIE: CERTIfIED fIt'A
IlO:lSlUIlD ~ 0<<:lNEDt OIl MOrn:CT -TO ItOl:ST
~ SPO:lfJm F~ IIC ~ '""H ~
PllOCQlt.lIt(:$ IIC ASn.I- stuIO.I.Ilo SI'f:ClflC,I,TlO/f D3SfJ-t I.
STN<<WtD ~ ftllt $TIW'f'H:. flAT STEIl. Nfl) SOoI
H. STlW'PINc 10 fit T'I'P(: 1. fWlSH II. CRAOC 1 STUl
~ 1-1/'- - WIlE >>lO .oJS INOiES Ifl btOcHE:ss"
CDmf1ED B'f A RCClSnRm PflllftSSIofW.. ~ OR
AAO<<n:cr AS COHF<lIblING Wffif ASTU STNIOAAO SPEOflCA
TlOH ~lll. -SWlCWlD SPfOflCAlJOH FOR STRAPPINC.
fU.T STEIl.. HID SOJS.
. rwa te:::IO<< .cu.ocs OO"DI f:I ~
J
fRAME TIEDOWN SPACING CHART
fl.DOR ~ 11O>OwH M.u: '.
Q)l}i O'JERI-WU; SPAaHC I'\(R HOCHr
t30-.4 SJHCU: 11" w.x 10"4 i:t'
tS'~ SlHCl.( 's:~ 10-4 ~.
IS.-tet" - SlH 10-4 Uf
U"-Il" .6'" M.u: 10"-<1" i2"
31.4 16'" w.x 10--<1" s2"
'TYPICAl. SIDE ELEVATION SHOWING TIEOOWN SPACINGS
WIND ZONE 1 (15 PSF LA.TERAL)
RECOMMENDED TIEDOWN SYSTEM
lONGITUDINAL TIEOOWN REQUIREMENTS
SUA-71
Va"
/ "
",.,I' .,.,'
// .,"
// .,
/ ,"
,~.,,,
. 45 OtOI\EE AHGU
.
.
.
. ",.,I'
. /';
/
,1'./"
~.". .;
4
OCT 6 2000
IllIt '2 CA S'Tm.
(0. 'os' noe)
(ASlll AJ& InN.)
ATTACHMENT DETAIL
11 1'YPICAl lOHGlTVOIWl I-BQJ./
2: m flW.It CROSS\l(l.lBER
, tl2" x 2' x , V2" I '3 CA UIHlUUll)
3: to6wH STIW'
.: B.lXOINO SEAL
5: GROONO AHCHOR - IHST)JJLl) TO F\lll
OEPlli Of AHCOOR HOO
~~~W'~
"i~ _'""'f.'4 ~
3/4" IllIt TO cOfI"ER
, Va" UIH
SWM1. T'tPE BlV.CKCT
SiTE IHST)JJLl) >>10
PR<MOEO B'I' onlERS
wI 5/a" GfV.DE S
B(;)U "
ST1W' PROltCllOH AT
SK&JU> EDGES w,y Bt
~JIl>USHED YIm1 ^ f1.OOR Yl101H
3 lONO P1ECE Of
H\1RRICAHE STlW>PlHO 2I1'-a" OOUBtE. Yl10E
lOOPED IN SlOT
BEf'ORt THE: TIE: ()()Vr'N
STIW'
wa!.lW Ut<<T tLHGllf
SJHQU: STACK OOUB([ STACK
/MISER Of
~~
o
2
- 02'-0'
J2'-0"
48'.:...0"
32'-0'
· roR USE It( }.!';(N( TABU:
SlHCl! ST,l,Cl( BLOCK PIERS - 211' UAX!\.It}\l HOCHT
OOUBU: ST,l,Cl( BLQCI( PIERS - a2' UA.XI\.l\)1.I Hocm
IJIHII.I\J\l #leu: Of smA/' - <<l DECREES.
I .
_I, SEE 0lM0\ OI\AYl1NOS FOR f1Wl( llEDO"c'lli REQVtfID,lENTS.
THIS OOM. IS fOR \..OHCrT\JOItW. n~ oESlCH OliLYr.
2. WliOf ~ AAt HOT INSTmLD }J 'tHE AHGlt SPtX:lfl[D
Il(. THE'TAlltt ^ SWllUID\ P\Att WST Bt INST.IU..ED ~
J.t::CORfJI.XCf. wmf NOfOR WNl/T,I,Cl\JRt1(S IHSTRlJC1lOHS.
3. ~ ~ AHO AHCHORS AAE HOT $UPPUED
... ~ AHC>>ORS AHO flVJ.tt 1lE:S SH.fU MJC).pJ.Bl!: OF'
RESISTlHO AH VLnUA.n: TENSION"l,O.f.D Of 4725 41: ARE 10 BE
IHSTm.to PD\ THt WMJr.ACn1RER'S INST.IUA 1NSTRUCllONS,
BVT AA( HOT TO OCll:NO B('(()HO n-u: S1OE.W.ALL Of THE: HOUt:.
6. STED. AHCHORIHO EQUlPUorr [)(POSto 10 1tIE. wt:AlHER
Sl-WJ. 8t P~I(CTID wmt }J lEAST 0.30 oz. Of 2JHO PD\
SQUAAt fOOT Of STtEI../
.. ~~ ~ OH A UAXlUUU SlOtw-'U. HEIOHT Of 0'-0" AHO
SIt I 2 I-Bv,u $I' J.ClHo. .
7, DMD. . .
.. AHCHORS SWLL BC CERMED f'OR lHES( CONOmOHS BY
A PROftSSlOWl DlOlNtER. AAauro;T Oft A HAnoNAlLY
RCCOOHlZm TtSllNO WORATOf\'( /oS TO THEIR RESlSTmcr.,
p..I,3!D OH THt IN3TAl.LtO AHoLt Of Ov.oowJ. nt AHO/OR;
VEJmOl m: LCMDlNO AND ANGl.E OF AHCHOR 1NST.AUA'noH, mo
T'rPE Of SOIl IH WHICH' lHt AHCHOR IS TO BE: INSTAI.l.EDI
t. CROONO NlCHORS SH.fU BE OlBEDOED BElOW nu:: FROST
lJHt AHa Bt IJ !LAST 11' IJ)(;NE n-u: WATER T).Blt mo
10. CROUHO NlCHORS.SH.fU BE INSTmLD 10 THEIR F\JU.
0EPlH. .AHO SWllUZffi PlAltS swu. Sf.: 1NST"'-1.ED 10
PR<MOE: IJ)()ED RtSlSTAHCC TO Cl'v'ER1\IRNIHQ 00 SUOlNO roRCtS.
WBIt.JZDt PlATtS AAE HOT REQUIRED WHEN NQiORS 10M.
JHSmUI) R SPtafItD AHOlt.
'I, }.HCOOfUNQ EOVIPUEHt' SlW..L Bt comF1ED BY A
RtClSltRED . PROftSSIOtW. ENClHEER 00 AACHrm:t' TO RESIST
THESE SPWf1EI) fORces IH ACCoR(WICE WI1H ltSTlHO
PROCmURES t( ~ STAHOAAO spECIf1C,IJIOH 03503-01, . .
S'TN<<lAAO SPEClflC.lJlOH FOR STJW'PIHO. F\AT STm.. ~ SQlS,
12, STJW>PIHO ~BY 1YPt 1. flHlSH Il. CPJDE. 1 $TEE!.
Sl1W"I'lHa. I-I 4 WIOt AHO .03$ IHCHa .. 1HlCl<NESSo
CtXl\F\Q) lrf A.. ClSTERtD PftOfESSlOtW. tHOlHtEJ\ 00
AACHrn:Ct J.$ CONFOIMNO YmH ASTlI STAHOAAO ~
llOH OJtS3-ot, "SWroAAO SPtCIflCA1lOH FOR SlJW>PINQ.
fVJ Stm.. I.HO WU-, .
/lIXJF SlOPE NOT DCcaDOIO 20 OEOREE:S
NO (RtSTRICT1OH Js 10 PIER TYPE OR HEIGHT
[XCU'T I.S uwm:o BY OTHER OtVI.S) .
WlILIU\.t QUlX1lTY UlNIUUI.I S'I1W'
EACH END OF AHGl.E "
EACH stenO.'f (DECREES)
1 ~
f'lOOI\ YI10nt
ISO" 00U8LE Yl1OE-
'w'Y RWJC( -TO 0 OR I
LONCll\JOlW.L T\( PER
I-W.F wmi PIER RESmlC'TlONS
PER CWRT TO lUT
r
WINO ZONE 2 (100 MPH)
FIGURE 5.10.1 RECOMMENDED T1EDOWN SYSTEM
TYPICAL SIDE ELEVATION SHOWING T1EOOWN SPAONGS
if
BB
DO
1-11" IMX
ll(00WH SPN;1HC
POl 01AAl
f1({)OM< SI' N::1NC
P(R cown
Tl(l)()!yN SPM:1HG
P(A CHAAr
llll>OWH SPACIH<#
P(R own
ncOOWH S~AClHC
peA 0Wl1
1.-/1" w\,x
TYPiCAl CROSS SECTIONS SHOWING TIEDOWNS
<..J
\0
fl()l[S;
'. f1V.U( T1(-00wN SHOv(D Bf l~t~L(l) TO PROPrRl v
S(cut( >>l: HOWL
2. Vt:ft'TJC.tL TICS ME. ft!:0UIft(I) IN -'DOOlOH TO /1W.I( Tl(OOWHS
1. Vt:ft'TJC.tL TICS MA.Y1J( S(OJR(D TO TH( SAM( CllOUHO ANCHOR
A$ 1l![ I'IWI( lI(O()WN$ wniOl oooeu ~ AACHOA 1$
CN'NllC. Of" ftOlST1HO COU8IHEl) l.OoOOtHC. M10t >>fCHOftS AJI(
HOT rcsr..um AT TH( NfOU SP(C1FC) IN TH(- TNllC. A
ST~ PlAT( 1oIVST' m: IHST,IU(D IH ACCOftOANC( WTTH
ANOiOIl WHVr.ocTURDrS INSTRVCTONS.
..' f'l\AJ.l( n(()()\o1"N'\ AI.f(> Ar,t~l'~ "Rt "tOr -:'Un!>UC:'- ~.
CU(JlOON HOIoC(S.
~ \'tJl11Co,l n( S1RJ'.PS I'Jt( SUP?u(O uY CU(ROON H()u(~
.."CtfORS AND (NO TR(An..O<TS .sI( TO B( SUPP\.lCO BV (';H(~
G CIlOUNO N<CHOR~ AHO /lV.MC ncs St-W..l. S( OPAlll( 0'
Il(:SIS11NG All Ulnw.rr TEHS/OH LOAD.Of" 472~' " AR( TO B(
.f($J,IU(D POl THE w.N\JfAC1\JRER"S l'<ST}UAllOH IHSTR\.CTIOHS.
!nIT All( . HOT TO EXTEHO lI(roN() THE sx>or,ou or THE HOUL
7. srm JNCHOflINC (0lJII>1,((NT (XPOSEO TO M wt:ATli(R
SK'U. M I'ROT[CTED WITH AT l.o.sT O.JO OZ. or ZINC PER
SOI.WlE fOOT Of mn.
II. O(SICH eASED ON 99-1/T '-8(AM SPAONG N-<O A .......'UUU
SIOO\',ou HOCKT or 7' -() .
9. lONCl'l\JOltW. liES ME INSTAU.EO .lUST INSIO( HI(I.MS AT
CllOSSI.lo.IlIER$ IN ACCOROANC( WrTIi 1)<( TAlIL.( ANO NOT(S
'. 4. ANO 7.
10. fIWoI( m:ooWlfS ME I'OST1llOHEO AT CIlOSSUEJ.l6(11
LOCAl1ONS (WITHIN S) WHEH STRAP COMes OfT eonou rtAAC(
or BrAN 1lI'lH N>PRCf-.Iro IlVCICl( 011 1..OOf'.
11. AItOtOItS' SHOIA.O eE COOYlro ,Oft TH(S( CONOrTlONS uY
A. P'ftOfE:$SlOrW. DlClHEEft. AA01lTECT Oft A KUlOHAU.y
MCOCNrUD TESllNC.~lORY A$ TO ~ fttSlSTANCE.
BASm ON TH( 1'lST..um N<<:U or 0IAC0Kf,l lIE ANO/OP.
VER11C,f,L TI( LCWlfr<<; N/O N<<:U or ANCHOR 1'lST.AU.A.1lON. AND
T'tP( or SOl. 1/. WHICH THE AHCHoft' IS 10 B( I(SWJ.(O:
12. CllOUHO NOiORS SHOUI..O 8( 0I8E00fl) llO..OW 1l![ rROST
lJI( NfO 8( d. LCAsT lr Io8(Nf. M W~ TJ&.(..-N1)
1 J. CftOUHO NfCHORS SHOUlD er II(ST.IU(]) TO THOR ruLL
0EJ'1ll.' IiNO $T}.8l(J2(JIl PlATES SHOlAD. 8( ~. TO _
I'l\O'w'IO( ADOEO R!:SISTN<<:r.1O CM:R1\JftNIHC Oft SlJOING rORces.
I~ .NIOtOAINC..[OUIPW[HT sHou..o BE comnm In' A
~:P'kOf~ ~.Oft 'NlCKTD:r. TO R(StST
net ~;roRa:S .. ~-oMnt TESTINO
PROCO:lURE$.Jl'f A.SN STNfOAAO SPEClflCAnoH ~t3-91.
~ .SI'(Clf)Cl.TlOH f'OR. SlJW'f'1HC.- FlAT srm ANO SWS.
t5. .CROUHO NlOlORS'1O 8(:.mm.rOIl lOAD. TABUlATED IN
CtWUS.1lII(S 1.~ SOF(TY rN:TOlt .Oft,"-TlW.T( LOAD Of '72~'
IMCH('V(l\ IS CREATD't .
HI. S1lW'1'iHc TO BY .m>(' I, IlHlSH a. OIW)( 1 STEEl
S1"IW'f'mQ, 1-1/<. WlO( 'N<<)...o.3$ ~ 1/ tHOOcESS.
Cl:ImFn- BY A MO:>lcxtO. PIlOf"CSSlOtCAl..~.Oft
AACI1lT(CT AS ~ wrTH ASTW STAHC),IIU) SPEOflCA-
llOH rotSJ.-tl. -STNroAAD SP(Cf'lCAllOH rOIl STJW>Pt<C.
fUT STEO. AHO SEAlS.
flOOR
WIDTH
FRAME TJEOOWN SPACING' CHART
(AY( I WINO ZONE 2
OVERHANG SPACING loBI. HEAD lOAD INfCHOR I-.NCl(
SEE NOTE 10
",lllar""
", C D'll
.... .}.~ . at::: I,
.... O~' ......... ....() "
~ ':) ...~~..nFlc.... ~ "
2 /(, -'lr'..1-- ~
~:1 No. 014 ~\ - -;,
- ;~_~' ~-
% -P..... .sr/.. ~ ~
....~<0>~.OA.IO~.:/$.$ '">fJt/i6
',Uf. ........ ~:',...
~" EFlEO E.,\G' ,....
"".....,,\\\'\"
I r UA.X
S.-o-
a.-/1"
Jl~
Jl~'
J"lW:
~
,~.
LONGITUDINAL TIEDOWN OUANTITY CHART
ZON( 2
floon
"'10TH
16" LolA)!
-~~-~~ -
I tl- u~.r
'-5
,----;;:-
WIND ZONE J (I 10 MPH)
FIGURE 5.10.2 RECOMM[NDED TIEDOWN SYSTEM
2'4 "'"
0Cll0lftf St'K:H;
I'D CHART
, 1IalOllN St'AClNO
I'Ol 0WlT
T1lllowM S1'K:H;
POl CHART
TlCOOwll' Sl'/ONC
1'(/1 awn
"t'4 IW(
" nw.( T1: -{)OwN SHOvul 8( INSTAU..(D 10 P1lOPCRI. y
~ l}l( HOw(.'
:z. ~ no M( ~ ". ADOlTlO\oc TO nw.t( ll:llOllN3.
1. ~ na w."Ill( SCOJR1J> TO ll<( SA/.(( CROut<l NfC>Ql
AS Tl(( fRAw( ~ ~ 00VllU HO.OOl N010fl IS
CN'NJU. OF tU:'SmlrfC ~ l.CWlIHC. 'tnf(}f ~ AI'!(
HOT. ttm".oum 'AT TM( NfOU ~ IH TM( T"8I..( A
ST~"~T( WVST ct:. ~ ". ~ MTl1
J\H01Oft 1oU.NVf"..cT\JROrs ~.
4, r1V.M( TlEI:>O'IrNS """D ~ AI!i NOT Sl/PPtJ(o trY
Ct.OlOOH HOWes..
~. ~ Tl( ~ M( S\IPl'U(I) fN CVEItOClH HOWCS,
N<<:H::>RS NfO Oft) TRtAn.rons ~ TO II( SUPP\.J(O BY 0Tli0lS.
. II. CftOI.IHO NOfOftS AKJ nw..t: 11(S ~ ll( c;N>NJU or
. Ilf:SlSJlNO Nf ~n: TOcSIOH I../W) OF 47:151 A AA(, TO II(
ItlSTAU.ED PER TM( NANuf".ACTUIl(JrS HS'T.ALlAllOH 1HS17ltX1loN:s.
BUT AA( HOT TO EXT'E><<> BO'ONO nfC sa:wm. OF THE HOtol(.
7, SlID. AIfOfORrNG ~ [Xl'OS(D TO TM( ~ThOl
SHAll B( PllOT(crro lI1Th AT lEAST 0,30 OZ. or ZINC f"'{P
~ fOOT vf ~TUL
II. 0CSlCH 8AS(1) ON 99-1/7 I-BEAl.I SP).QNC AN{) A WJIUVU
SI()(WAl1. HOCHT Of r - c .
9. I..ONCm.1OlH.I. ncs AI!i INST Al1.LD JVST INSl1)( 1_ 60MS AT
CllOSSWOIllOlS IN ~ 'Irffi1 ll<( TAa..( AN{) NOTES
4. ~. AKJ 7,
10. rftJJ.I( l1(J)()1rnS Mf. I'OSTIllCMD AT ~
lOCAllOHS (lmHN .n WHOf STIW' COIoICS OfF IlOTlOu I\AACt
Of' 8(No( YIl'lM N>f'R(;/{f:D IlUCla..( Oft LOOP.
II. IHOfOft$ SHOW>- at CDmf1()) nlft nc:c CONomoH:s ltf
A ~ ~ M01rtrCr Oft A ~y .
R(COQa:Z(J) TESnNo ~ IS 10 1)iEft ~
BASED OH 1liE MDlUD AHCU: or Dw:ofw. 'h( NcO/Oft
'IOmCAl ll( I.Oo.DcHc NcO NClE, OF AHCHM HStfUA'noH. ~
lYP( 0( SOIl IN: lI'HlCK lllE' MOfOR IS TO ll( IfCStIUn>:
12. CllOUlO NO<<)RS. ~ 8( Dl9mom ea.ow THE fROST
LH( NfD II( AT.lEAST 12". NJt:NE Tl((,~ 'tIelt NfO,
13. CftOUHO NfCHOftS..$aiOUU) BE ICStAWJ) 10 THDlt f'VU.
00"1lf. IK/' ~ 1"U\reS'm:lW) ll(' ftSttU.ED TO
PftCMO( .-oem M:SlSTN<<:( 10 ~ Oft SUOlNC roRCCS,
,-4. MOtOftINC I:OUIPIIOfr SItOUlO II( c:onif'IED lrT A
RECtSTEMD PIlOfE:S:S:tOtw ~ Oft AACKTD:T TO ~
Tl-I(SC ~ f'OftC€S IH ~ 'Iirni TE:SnNo
PROaIlUIlES IN ASN STNcwtO SPEX:lFlCAnoH ~'1.
STNcONlO Sl'EOFlCA1ION A:llf ~ FlAT srm. NlO sw.s.
15. CftOtIHO NlOfOR:S 10 11( RATED Rlft f.tW) TA8IAATED IN
CWIlU$.. lIolCS',l.5 ~..rJC1'Oft Oft Ul:nw.n: lQoO Of' 47251
~ IS CM"ATEK.
14.. S1lW'l'IHQ lO n T'n'f; I, ~ .. ClWlC I sn:n.
~ 1-1/.(' WIllE NcO .0>> &'tCtC If 1MClCNCs$, .
CDmf"IED Il'r A 1\(QS10n./1 rftOf~ ~ Oft
MQfTECT IS CX>Hf'OftI.aHc Yll1lf "ASJlI STNccwlO ~_
1lOtf ~1, "S"tIoHlWlO SPttlfl:A1l:lN FOR STlW>PJHC.
I1.AT srm. ANO $OJ..S". . .
TYPICAl. SIDE ELEVATION SHOWlNGTlEDOwN SPACINGS
.0-
o
TYPICAl.. CROSS
12" J.WC
-
:r J.WC',
. S'-II'"
-
r-ll'"
JlSO~
J1SO/
SEE NOTE 10
EAVE I . WINO ZON( .1
0VERf-WfC SPAClNC J Del HE.aD lOIl.O IANCHOR AHCl.(
F\.OOIt
WIOTH
EAVE '.'
<MR~ I SPN;INC
12" lWC
-
.:r J.WC
S'-II'"
S'-II'"
J1SO/.
JlSOI
50"
50"
QUANlTrY CHART
Fl..OOR
WIDTH
I G(j loW( I 2 I s.c- I~~ I 2 -I s~
00UllU: lI1O(
,G(j loW( 2 s.c- ,
SlHCt( 'InO( 6..
'Tlt-o<l'll'H STl\.lI' Nil) ~CHO/UHO POSl'/lOH
sr>>UWlD ~
f'OOT\H(;
,.
J.Pf'f\CNm M-oO'liH
snv.a
" . ,,,; ..t......, , '"
SEE ~ flCUR!
5, \ 0 FOR t.VJa1J\J1l
PI~ HElCHI'S .
WJEF
I-BVJ.A
r~
CROUND
metE u
,tHCHO/\ TO
. ',,1 BC"AT E.lJJt~. ,
'."JIQlE' AS . ,
S'TJVI' ,.
" ~ '. .
. ," 'j ,,'" . . ',"
ltE-oOWH" Silwo' mo ~ /"OSn'lON
IHSWlA'TlOH WITH CM::l\-1H[-ROO( Sl1W'S
f'OO'TlHO
~~~~-~
T'Il1H TDlSlOHlNO Ht.ID
'~-~-OOYl'H
snv.a
~
\-W.lJ
PIER
i
SEE CWJtTS, FlCURt
6.10 FOR W-.XIl.MJ
PIER HDCHTS
~OUXD
" .
HOTES:
1. ~-THt~r 'lU:-POWH snv.-s In. HOT
UQI.IIIlm
%. ~ llt-OOlI'H SlJW'S >>lD ~KlM:
A IJ~ ~ lAAD M'MO ~ ~1 CMl'J.Q,ID
Of .. ,tHO UUST Jt( INSVU!D If '
WITH t.WM'~ HST,I,UJJ1ON ~cnoHS. '
J. I'ROTEC'TlOH Sl-W.1. BE PRO'.10ED AT sw..Rf' CORNERS
'M-IE1\E tHE AACHORlHO S'l'STEU R.EQUUU;S THt lJSt Of'
EXTrPJW. mw>s Of\ c.ABl.ES.
,'. ....
FIGURE 5.11
TIEDOWN & ANCHORING DETAILS
41
WIND ZONE II (100 MPH) & WIND ZONE III (110 MPH)
llE--oor.m STIW" IHJ ~ I'O$ffiOH
~ 'tmt 'wtR'nC.IL TO
~ POSmOH.n ~ f-8C),U) , "
. NOm'lHt ~ 1lE: ~'~ II( lOOPED
~~~1Hf:~~,1lE:
~~~~ _&Mo'
.. HrA1'~' COtWHD If lHE IlElLY'
YImi 1Hf.: 'srw If rrs v.ur I'OSmOH.
PO HDCHr rti fCft 'na CotIlCnOH HCU.JtlE:s .'
DE1'1H Of' IIC.I.AL ' . '
~
F"CXJ'rtiO
~ "iIt:-oowH
mw>s
.&HCC..E ~ ~
TOlt:n
c:.P(Ql'1O)
IR.t$S N>PP:t:NrD
ST~ PUrE
OR CXl(..t.M as
~
~
~ ~ TInH
T"ttrtN ~ HEAD
. I'D'lJ\ TO ~n: ~ 6.10_
R)lIt ~, ~ HDCf{T. .
NOm na umm ts JUJ:HIfIi Ofa
lM:H A ~ flQI.Jftt 1.10- IS
PftCMOE:D ~ M P'tOt t<<>>fl'
NfD ~~ ft)ft ~
Of' 1Ht )J.. U THE <X/1'$Ct: 8E.ijL
~~'fl'ffii
T'WC ~ HOD
~ llE~
$'1lW"
~
J....W)U
P'O
~
~
· II!J'l:K TO ~ ~ d..10~
fOft ~ PID\ HEJt.:HT
ttOTE:S::
t. ~-'M:~ ll:-ClO'll'H S'l'l\)J>S J.n. HOT
~
L TlE..()OiWti rnvn mJ DtVICO TO ~
A WNMI ~ l.CoID IV.T'm ~ J 1 CM:Rl..J::W)
Of' 4nu) ~ wsr II( IHST.IUm Ii
lIm1 'IH(\Wu'~ ~ ~
3. ~ swu. K ~ /oJ ~ c:x>P.foes
WHD\E THE ~ I'l'mlI ~ M lISt Of'
EXTlJIItW. rwn OR CWll.D.
4. ~ ~ ...uo ~ tm..UrED ~ If '
lH flOl.1ftt 4.1 0......
HOTEl 1HJ(
FIGURE 5.11.1 TIEDOWN & ANCHORING DETAILS
42
~
..
UNIT INSTAllATION FOR ~ RESISTANcE: f'lG\JRE -S;J.2:,.ON-S/T[?ONNECTION DETM-S
160" /16-4- flOOR 28 yooE WIND ZONE /I (100 UPH>'- . _
'60"/...- flOOR 2."'" .... ZON(. (1l0 ......,;-..-1/2" ~
JO CAUCE Ie tr WIDE: UlNlMUU (CAtv. STEEl) CONTIN\JOUs - ,
STRIP AJU. LENGTH Of" UNIT FASTENm EACH. ~ Of
CENTERuNE WITH 7/10.,6 CA STAPlES OR ROOFING NAIlS
AT 2 1/4" o.c. MAXIMUM THROUGH ROOF DECK: AT. SptlCES
OV(RlAP STRIPS -4" MINIMUM.
ENOWAu. AT CENTER'UNE
~xS SCREWS AT.tf~OC.
(tu.X)(MAYB~ -TC)(D")" _.'
VER1lCAl.. TIES f"ACTORY
INSTAU.EO AT REOUrRa>
SPACING (SEE Ad S.10....)
18x..- SCREWS AT 2'1' OC UAX
OR- 16<1 NAllS AT 16" OC t.CAX
STAGGERED SlOE TO SlOE.
"""~U""~ .
......." ~.c. DO' ~!I;, ,
:~ O~ ...-.... ~~~
~ ~ ...~~"tlflC.f~..:-i' ~
~ .c; - ~\ _
= ! No.OO4_~_. ~:
- . -
",. * -
"'*' '-
-. . ,. *-
:. \ STATe (jf:. :. ~
~~... ~ .,., ~
.~~ . ~
, ..~.
lOOP nEOOwN STRAP
THRU BAACKOS INSTAum
PER CHAAr NIt)
ATTACH TO ItNCHOR
(SEE NOTE' 5)
rES: . . _;'
1. ANCHOR EourPMf:NT AHO OE:\1C(S, ..a.UoING .STRAPs:"TO B( RATED AT Jl~# (472~ Ul.~TE).., _',
~ DOuBlE HEADED ANCHORS TO BE RAtEQ AT.. -fOR THE COMBINED l().lD AND SHOUlD BE INSTAlLED WITH STASUlJZER PlATES.
(l/lTlUATE LOAD - 1.5 Ta.AES THE VAlUE SPEClFlEO If.f TABlE)- -. - _
. blACONAl.. TIES TO BE 1NST.a.uro fROt.c INSIDE I-BE"MC Al SAMF; LOCATIONs IS VERTICAl TIES, . REfER TO TABLES (fIGURES 5.10._>
STARTlNC AT 24" FROM E.l.CH (NO '(UAX 0PEIJ END SPACING).., ,_
, UAARIACE WAU. ANCHORS MAYBE SIHClE Hoo wrrn A iJ'SOI "'IN ~M:tTY (-47251 Ulmwr).
. BRACKETS ARE 1 l/2"xl Ilt'x11 CA.:(t.CIN) SrrEL NfClE.WIlli TWO (2) 7 lIlt' ow.cETER HOlES J/.(' -"'HILMA FROt.I EACH ENO
AND 2- TO S' IN 8ETWEEH HOlE CEN1tRs (BRACKET tIUST BE SHIPPtO WITH HOf.IE). ~ IS lAGC€O TO THE COfl"ERlflE
JOIST wI (2). 5/10KS' MtN u.GS. ~ OPENING FOR (1) 8fW:KET - 21'-0" fOR ZONE . AND 16'-0 FOR ZONE m,
UAX OptNtNC' FOR (2). BfW:KETS - 42'-0" fOR ZONE . AND. 33'-'0" FOR ZONE It. -
THE EXTERIOR WAlL SURROVNOING All. DOORS AND' WINOOWS HAS BEEN OCSlCNED TO AllOW INSTAlLATION OF PROTECTlV( CovtRS.
WHICH ARE TO BE lNSTALl.ED IN ...cCOROANCE vrTTH Tk( .aMERICAN Pl'YWOOO ASSOC~TlON'S -HuRRICANE SHUTTER 0ESlCf('
puauCATION ENTlTLEO -SHUTTERS FOR wOOD. f"RAL([ 8Utt.DtNCS'". THIS f>t.JBUC.o.T1ON IS AV~E fHROUCH THE APA. P.O OOX
1 1700. lACOw... WA 98-411-0700 OR mOM lHE MANUFACTURfR Of YOUR HOt.I(. UPON REUOVAl Of TH( SHUTTERS. TH( HOlrS IN
THf fltTfR.OR <;'O'NC MUST BE: ,uUE:/)fATCl y ~co IN ~('OROANC( WITH THE: StOlNC ""'-NUf"ACTuRCR"S INSffiUCTK>I'!S:__ _
q~~
16d .(.13S"x3 1/~) fWLS-
AT ~. OC 'OR 18x~ SCR(WS
H'ltr ex;.PAX- - '. .-
~ .~,-,:~T FlOQR .
1 1/'1'x26 CA STRAPs AT 9f> OC
fOR.ZONES .i.,.mo 3. FASTQlEO TO
~.,.i6Is'rs WITH (11) 7/.10
x16 CA STAPlES'tAcH END .
(1. PENETRATION-. t.lIN)' .
~
(,.I
GRAOE
ANCHORS AT CENTERUNE REQUtREO
. - ONlY AT COlU"'NS SUPPORtINC sPmS
.GRfATER THAN 48".
.'
'.
,: ;-.
WIND ,ZONE 1/ (100 MPH}
WIND ZONE :111 (110 MPH)
IU. - """"- ,.",.,. U>OOn<s Ii'< ......" EllIQ or ......... """"" '" 1IjE _ "" or tiIo:<rm .... -... '" .
"'*T SU'fUJl 'Qi ll-t: M:lI.IE BY la: ~~ "..
JU 1'IJ)OIIftc STlW'S NC ~ ~ WST w.w: A :J1SOf ~ ~ lAID (<4n51 UJIWE LO.l.;IIO(.).
. ,
I<<Jl!: ~ ~ S'TlW>s ~ HOt R(0<MfI) If ft() ZOf,t L
'. .
HSW.l. S'TPJ.r> JJ ~ ctoStsT TO FREE/'
00 Of ~ ~ ATtIaf TO CftCX.m
~
NOTe UUSS HO'tm ~
JJJ. CROlHJ ~ wsr lIE
lWm'JgJgAr ''''':3IS01I1)./11JltU
1..CWJ:.rr ~ IJW) ~
NJ. ~l!...~
~ wsrllE.w~
YDmc.ti1.r /.S SI-atf.
.... ....
"
-
- .
\~\. ATe' Or ...~. ~ 2. t::I7
.. (2', .I". .... .' {t.,"J {
~ :;(\4.:IYO.......~I":....~ ~
~ ~n" tr....,.,' ..~. s
~ v~('\ ,...,..... ~'\"\ ').....
if'll 'l"f 0 1tf ~ l to,.. \\-:'
'l'b. 1'11\ \~.
"'t,,, 1I1I 11\\\\\
FIGURE 5.13
TYPICAL SINGLE WIDE SHEARWALL TIEDOWN INSTALLATION
44
,ILl. ~ ~ Tl:IXJ'WH t..OC'J1OHS 1M. tlE:XTnD El1lO BY ~ ~ OH llI: taL 0<< IY ~ no ~ ON A
pgq s:t.m.fJ) -.mJ ll-E:. ~. B'l' llI: 1iWU'~ ' '.' I' '. .' ,
,ILl. 'Tt:Dl:Mf $TlW>S #{) CCiH<<:CnOH ~ I.IUST Mt A 31501 ~ ~ UWI (m5I t.UIWE l.ClD &.It).
~~ ~ ~ es'1lJ:~F~~1$ r~TO 1\-1: ~~
' :. ..... '" ',' . " I'.
~ ~ T'EDO'l'M STlW'S AA!. HOT ~ I( Wf() IcK L
WIND ZONE. II (.1 00 MPH.)
WIND ZONE III C 110 MPH)
SHEARWALL ATTACHED TO. SIDEWALL
~ VLl.
~
S't'NC::lAAO cwsszs
PlCR (M>)
NStlU. STIV." AT HlEAJ.I ~ TO fREE / ,
00 ~ ~~ J.H:J nvaf TO CROUtIl '
~ (SlTE mT)ti[I) B"( OTHERS) ,
SHEARWALL 'ATTACHED TO MARRlAGEWAlL
HOTr: I..tUSS llOm) ~
.tL1. ~ ~ WJST fl(
I'.A1'ED IJ YH. 31 SOl JoL.I..OII.Ia.L
LColD . (mol u.nuJ1: too ~
.tL1. ~ ~ IJ sa:M
Ul.S, WST IE I(ST)U.ED
,~~..~"
" .
.~
"'"-
.... '. '.
~ 'W:AU.
~'f
~
t<S"UU. S'TJW>S /J BO'1li ~
L.N:O ~ IKJ A1TJ.C:H
TO CRCU-O'~
(srrt I<S1.lU!D BY 0ll0S)
FIGURE 5.14
TYPiCAL MULTI-WIDE SHEARWALL TIEDOWN INSTALLA.TION
45
6 .1 Ringe'ii t66 f s 'a:n~" eaves; if your home'tiiiil \ui"oPtloiiai 'llin~ed
roof or eaves. see,spec~fiq. ~nstallati9n. instrqQtion~:a~d .1
illustrC1:tions '}?:tovlded sepa:rat'e'ly'.wlth-'$rQ\ir'home: ......,..
. -0.. 0';' '. " ", ,
CHAPTER 6 ~ .t~STAL~TIO~.9p OPTIONAL FEATURES
. . .. . .' . f
6.2 Awnings lUlli carports. Choose ,free-Iltanding products with
colwnns to support :the.i;.~ .we~ght. ,I". . '
. '.
6 · 3 HiscelllUleous ,Lights and l1'iitures. ": Some ~erior, liiJhlOs,
ce 11 ;!.ng' , fan s an\,! chain -hung f i>!;tures. 'mllY not. >-ilt:' ~,!i ':,1ti$!:",lled
when' the. qome is delivered. ' All o~ It)1.QS~: tiX1;.~~1f!: ~U$t;..be
grounded: by a . f~xture-:qroUndifi~ sor4\1w"~~;J1iJ;i:t/~,! ~o~"9pa1:n-
hung fiXtures, Use botl'l methods'.. . When x:1Xt.l1rea; hi:'e 21lbtlnted
on combustible surfaces such as hardboard, i,nstall.:a-, '
noncombustible ring to completely cover the cOmbust~le
surface exposed between the fixture canopy and .the wiring
outlet box. If siding has not been installed at a f~ure
location, remove the outlet box and install the siding with a
hole for the...outlet box. Then .reinstall the outle1;, box: and
proceed' as for other fixtures.. .. :
6.3.1 Exterior lights. Remove the juncti~n box Covers and make
wire-to-wire connections using wire :nu~s. Connect wires
black to 'black, white to White, and qround to ground. Caulk
around the base of the light fixture to ensu~e a water-tig~t
seal. to' the sidewall. Push the wires into the box and .secure
th~ l'ight fixture to the junction' bo.x. Install the light
.l:;>ulb .8.l)d attach the 910~~.~. .. R~~~r. to F~.<!,Ur~ ~.1 (a).' .
6. 3. 2 . Cal ling' .'t'lUlS - To .reduce the #Sk of injun, install ceiling
fans with the trailing edges of the, bl~~f1!s at "least 6'4"
above the tloor. Follow the manUfacturer's i~st~ctions. 'If
no in~~i:iicti9ns are available,. connec~ ~e wii-lng.' "as' shown in
Figure 6..1 (b) , . . .;', ... .
6..c Telephone and cable 'l'V. CARELESs' INS1'ALLA'1'XON 01' 'l'2LEPHOHB
AND CABLE .TELEVISION LXNBS HAY 132 RA~AR.DOt7S. 'l"he walls' and
floors'. of your manufactured home contain"electrical circUits.
PI\unl:=>ing al)d duct work. Avoid oontaot .'wit:lt. these nome
syst~. when drilling through ~I'\d :p.l'acJ,.ng cables within these
cavities. Only trained prOfessionals should handl~ sUQh
wOJ;"k. '1'AILURE TO FOLLOW 'l'RESD INS'1'RP:C'1'IONS HAY RBSt7L.'l' IN
SERIOUS PERsONAL INJURY OR DEA'1'H. Figure 6..2 shows one
procedure for telephone crossover corlnections in mUltisection
homes. .
6.5 Special Setup Manual Addendums/and SUPPlements. Your home
may require special instructions in addition to thos'e
inoluded in this manual to properly setup the home.- Listed
46
--1
below are several of the most common speoi~l options. These
are provided by GU~rd~n Homes separately.
Setup Manual Addendum: 60, 80; 100, 120 and 150 PSF Roof
. . Live Loads
Setup Manual Addendum: Offset Uriit Tiedowns
Installation Manual Supplement ($pecial Pler/Footing Designs) I
Basement Foundatio~ Designs . .
6. 6 Ma.nutAot:u~or. InstlilllitionInstruotions..' Provided separately
are Inst~llation Instructions provided by the anchoring
deVices ,;manUfaoturer which must be t'ollowed. The "
irtstructlons 'p.rovided .may. no~,.be the same as the anchoring
device~' :yo~' are usi~g. If thi1!s is the case, use the' ,
instructio'ns which are provided with your anchors.
. I. .
47
!';"
, ""'j
'1
l
R'ECOMMENDED
INSTALLATION PROCEDURES
~os;\i" \h~'~~("
B \..\. '\;.;. I<lte. \-{" YYl~ S fl q-e v1t
\ '3 t ~ ~. \')"i:h )5""-
lc~ S- e\~ l{~3 \~A
\(f\~S-t€ \f\ t4 C,)V"Y) 'e ~
l~oo ~ ~T.
k vnc...k:..... lo C~ to 2.... ...J>:!" ~;J.'
s( t1 210 'J... 5" 5 .~~
"'" .
.,,~~. .
: 't ."", IW-
I.
1200' Wilco Road
Stayton, OR 97383
Phon~; 503.769.6333
Fax: 503.769.6022
.FllE
. t
...
TABLE OF CONTENTS
PAGE
CHAPTER 1 - INTRODUCTION
1.1 How to use this manual
. 1
1.2 Pre-installation Considerations
. 1
"1.3 Safety
. 1
1.4 Consumer information card
. 1
CHAPTER 2 - DEFINITIONS
. 2
CHAPTER 3 - SITE PREPARATION
3.1
Location and layout
3.1.1 Use of zone maps
3.1.2 Access for transporter
3.1.3 Encroachments and setback distances
3.1.4 Issuance of permits _.
..
. 3
. 3
. 3
. 3
. 3
3.2 Soil conditions. . 3
3.2.1 Requirements. . 3
3.2.2 Bearing capacity. . . .. . 3
3.2.3 Soil bearing testing methods and equipment. . 4
3.3 Removal of organic material.
3.4 Drainage.
3.4.1 Purpose ..
.3.4.2 Elimination of depressions
3.4.3 Drainage structures.
. 4
. 4
. 4
. 4
. 4
3.5
Ground
3.5.1
3.5.2
3.5.3
moisture control .
Importance
Acceptable types of ground
Proper installation.
cover
. 4
. 4
. 4
. 4
CHAPTER 4 - FOUNDATIONS
4.1
piers .
4.1.1
4.1.2
Importance.
Acceptable types.
. 7
. 7
7
i
"
4.1.3,
4.1.4
4.1.5
Design requirements.
Design procedures
LOcation and spacing
4~2 Footings . ~ . . . . . . .
4.2.1 Acceptable types of footings.
4.2.2 Placement in freezing climates.
4.2.3 Proper sizing of footings.
4.3 Special Conditi6ns
4.3.1 Flood~prone areas . .
4.3.2 Special snow load condi tions'~
4.4 Basement Foundations' .
4.5 Important reference documents .
CHAPTBR 5
SBTUP PROCBDURES
5~1 Moving home to location.
5.2
Set-up
5.2.1
5.2.2
5.2.3
Procedure . . . .
Leveling ,and blocking. . ..
Single Wide Set-up Procedure: Pier Foundation .
Multiwide Set-up Procedure: Pier Foundation
.23
.23
.24
.26
5.3
Anchoring Instructions . .
'5.3.1 Number and Location of Anchors
5.3.2 Installation of Anchors
5.3.3 Strap Tensioning. . . .
5.3.4 Optional Over-The~Roof Straps
5.3.5 Severe Climatic Conditions
Installation of on-site attached structures
5~4
5.4.1
5'.4.2
5.4.3
5.4.4
Expanding Rooms .
Attached Garages.,
Porcbes. . . .
Steps, stairways and
.
. . .
landings
5.5
Skirting .
CHAPTBR 6 - INSTALLATION OP OPTIOHALPBATURES
6.1 Hinged roofs and 'eaves .
6.2 Awnings and carports .
6.3 Miscellaneous Lights and Fixtures
6.3.1 Exterior Lights.
6.3.2 Ceiling Fans.
ii
f .
-...
7
. 8
. 8
. 9
. 9
.10
. .10
.10
.10
.10
.11
.~1
, .
.23
.29
. .29
.29
.30
.30
.30
. '
.30
.30
.30
.31
.31
.31
.46
.46
,-
.46
.46
.46
.. ~
6~4 Telephone and Cable TV
. .
6.5 Special Set-up Manual Addendums/andSupplements
6.6 Manufacturer Installation Instructions .
CHAPTER 7 - PR!PARATXOH OF APPLXAHCES
7.1 Clothes dryer vent.
. :.
.7.2
Comfort
7.2.1
7.2.2
7.2.3
cooling systems .
Air conditioners
Heat. pumps.
Evaporative coolers.
7.3
Fireplace and wood stove chimneys and
7.3.1 Minimum extensions above roof
7 . 3 . 2 Required components '..
7.3.3 Assembly and sealing sequence
7.3.4 Combustion air duct inlets
'.
air inlets.
7.4 Range,.cooktop and oven venting
7,.5 Window Air Conditioner Installation .
. .
7.6 Furnace Deration
CHAPTER 8 - UTXLXTY SYSTEM CONHECTXOH AND TESTXHG
8.1 Proper procedures' .
8.2
Water
8.2.1
8 . 2,. 2
8.2.3
8.2.4
supply.
Maxi~um supply pressure
Connection procedures
Freezing protection
Testing procedures .
and reduction.
8.3 Drainage system.
8.3.1 Assembly and support
8.3.2 Proper slopes and connector sizes
8.3.3 Crossovers.
8.3.4 Solvent welding procedures
8.3.5 Protection from freezing.
8.3.6 Flood-level test procedure
8.4 Gas supply
8.4.1 Type of system furnished with home.
8.4.2 Proper supply pressure.
iii
.46
. 46
'. .47
.49
.49
.49
.50
.50
.51
.51
.5.1
.51.
~51
. .51
.51
.52
.57
.57
~57
.57
.57 ..
.58
.59
.59
.59
.59
.59
.59
.59
.60
.60
.60
8.4.3
8.4.4
8~4.5
8.4.6
8.4.7
orificing for specific gases.
Crossovers . . . .
Testing prior-to connection to mains.
Connection procedures .
Gas appliance startup procedures ."
oil systems . .
Tank installation requirements .
Shutoff valve and fuel line filter.
Leak test procedures .
.60
.60
.60
.61
.61
8.5
Heating
8.5.1
8.5.2 .
8.5.3
".
.61
.61
.62
.62
8.6 Electricity. . . . . .62
8.6.1 Description and rating of house wiring .62
8.6.2 Proper" feeder wire and junction box size. .63
8.6.3 Grounding of homes with feeder connections. .63
8.6.4 Connection procedures. .64
8.6.5 Crossover connections. .. .65
8.6.6 System test procedures and equipment. .66
CHAPTER 9 - PINAL INSPECTION
9.1 Water and drain systems .
9.2 Appliance function and operation .
.80
.80
9.3 Windows, doors and drawers
.80
9.4 Exit windows
.80
9.5 Exterior siding and trim
9.6 Stack heads and vent pipe flashings on roof
9.7 Composition roof
.80
.80
.80
9.8 Skirt venting
.80
9.9 Low-hanging trees and bushes
.80
9.10 Exhaust fan operation and air flow
9.11 Bottomboard
9.12 Ground cover
9.13 Anchors and straps.
9.14 Interior details
.80
.81
.81
.81
.81
iv
, ,
CHAPTER 10 - RELOCATING THE HOKE
10.1 Relocation of home
10.1.1 New zones
10.1.2 Tire and axles .
10.1.3 Appliances
10.1.4 Dust caps.
10.1.5 Blocking during storage.
10.1."6 Transit of furniture and belongings.
10.1.7 Multisection homes.
.82
.82
.82
.82
.82
.82
." .82.
.82
v
. ,
CHAPTER 1 - INTRODUCTION
1.1 Ho~ to use this manual. This manual containa.detailed
installation instructions, including specifications.anq
procedures for erection and hookup of your manufactured
home. It has. been written in an objective and. easy-to- .
understand manner 'so it can be understood by'people without
extensive technical training. It discusses the set-up of
the home from' preparing the site through final inspection.
It includes many tables and figures giving important data
for proper set-up.:.. Careful adherence to' this manual by the
homeowner and installation. crew, and consultation with' a.
registered professional or structural engineer in those
unusual circumstances it does not cover, will assure you of
a quality~ safe-and affordable home for many years to come.
1.2 Pre-installation consideration. Prior to locating. or
relocating your home, contact the local authority having
jurisdiction for installation to see if permits for such
procedures as bloCking, anchoring, or utility connections
are required. Inspections may be requireddurinq
installation. On private property, zoning or development
covenants may apply and should be taken into consideration.
NOTE: Preparation of the. site, when accomplished by other
than the home installer, may not be in accordance with these
instr:uctions.
1.3 safety. Only trained crews should install the home.
Installers should follow the safety instructions provided in
this manual.
'l'Hl:S. HOME WBl:GHS SEVERAL TONS
USE ENOUGH TEKPORARY WOOD _ BLOCKZNG TO SUPPORT '1'HB BOKE
DUIu:NG SBT-UP ~. .-No one shoUld be allowed' under the home
unless it is securely in place, even if it is not m~ving.
1.4 Consumer information card. Fill out the CONSUMER
INFORMATION CARD and return it to Guerdon Homes, so that ydu
may be notified of revised instructions or new products.
1
CBAPTB~ 2 - DBFINITIONS
Anchoring Bquipment. straps, cables, turnbuckles and
chains, inc~udingtensioning devices, that are. used with
ties to secure a manufactured home to ground' anchors~
Anchori~g syst.em. A combination of ties, anchoring
equipment, and qround anchors that will, when properly
desiqned and. in~talled, resist. the wind's overturning the
home or' moving it sideways.
Footing. That'part of the support system that" sits .directly
on the ground at, below or partly below grade' to support the
piers.' . "
Piers. . That" portion of.the support sys.tem between the
footing and the manufactured home, exclusive of caps and
shims. 'Types of piers include, but are not limited to, the
fol~o"inq ::."
1.Manufactu~ed steel stands:
2. Manufaqtured concrete stands:
3. Concrete blocks. .
Site, Manufact.ured Home. A parcel of land designed ~nd
desiqnated for the location of one manufactured home; its
accessory buildings or structures, and accessory equipment
for exclusive use of the home's occupants.
Stabilisingsystem. A combination of properly installed
:anchoring and support systems.
stand, Manufactured Home. That area of a manufactured home
site which has been reserved for placement of acmanufactured
home.
Support.. Sy.stem.' A combination of footings, piers, caps and
'shims that will, when properly installed, 'support the .
manufactured home.
2
, ,
CHAPTER 3 - SITE PREPARATION
3.1 Location and Layout
3.1.1 Use of zone maps. Your home is designed for certain
weather .conditions and roof loads. (See zone maps, .
pe~anently.attached near home~s main electrical panel (or
other location) and in Figure 3.1 of this manual.). Do not
site~or'relocate your home in a zone requiring greater
wind, .roof.load, or.heatingjcoolingcapabilities. tllan
~ose for which .it was designed. However, it is safe to
locate your home in an area with lower load or weather
requirements. For example, a home designed for a northern
roof. load of 40 psfmay be sited in the southern roof load
zone.
3.1.2 Access for transporter. Before attempti~g .to move your
home to the installation site, be sure the transportation
equipment can get through. . R~~ove any overh~nging .
branches and raise any overhead' wires. Special '
transportation permits may be required from state, county
or city officials. .
3.1.3 Encroacbl,nents and setback distances. Obey local laws
regarding encroachments in streets, yards and courts, and
permissible setback distances from property lines' and
public roads. Consider future additions, such as awnings
and spreen rooms.
3.1.4 Issuance of permits. Be sure that all necessary local
permits ha~e ben obtained and fees paid.
3.2 80il conditions
. . .
3.2.1 Requirements. .To help.prevent. s~ttlingof'your home, site
it on firm, undisturbed soil or fill compacted to at least
90% of its maximum relative density. Installation on
loose, uncompacted fill may invaiidate the home's limited
warranty.
3.2.2 Bearing capaqity. Test the bearing capacity of the soil
at the depth of.the footings after completing any grading
and filling (see 3.2.3). If you can't test the soil but
can identify its type, use the foundation bearing
pressures shown in Figure 3.2 as a guide. If you cannot
identify the soil, use the lowest value (1,000 psf) from
Figure 3.2. Under unusual conditions, or if the soil
appears to be peat or uncompacted fill, consult a local
geologist or professional engineer.
3
3.2.3 Soil bearing testing methods and equipment. A pocket
penetrometer (available from engineering supply houses) or
other methods acceptable to local jurisdictions may be
used.
3.3 Removal of organic material. Remove all decayable
material such as grass, roots and wood scraps from beneath
the home, especially in areas where. footings are to be
placed, to minimize settling of footings. and insect
damage. Remove shrubs and. overhanging branches from the
immediate vicinity of the ho~esite to prevent windstorm
damage.
3.4 Drainage
3. 4.1 Purpose. Drainage prevents water buildup under the home
which may cause settling of the foundation, dampness .in
the home, damage to sid~ng and bottom board, buckling of
walls and floors, problems with the operation of doors.and
windows, A!IDCOULD VOID YOUR ~.
3.4.2 Elimination of depressions. Grade the homesite to permit
water to drain from under the home.
3.4.3 Drainage strUctures. Depending on the local landscape,
ditches and culverts may be needed to drain surface
runoff. If so, consult a registered professional
engineer.
3.5 Ground moist~re control
3.5.1 Importance. If the crawl space under the:home is to-be
enclosed with skirting or other material, a vapor retarder
that.keeps. ground moisture out of the home. shall be :
emplaced.
3.5.2 Acceptable types of ground cover. Use POlyethylene
sheeting or its equivalent, at least six mils thick.
3 · 5. 3 Proper installation. Cover the entire area under the home
with the sheeting and overlap it at .least 6" at all
joints. Where soil and frost conditions permit. placement
of footings at grade level, place the sheeting directly
beneath them.
4
ROOF LOAD ZONE MAP
NOAlli ~ PSF (Snow)
,;.ij.......... MIOOLE 30 PSF (Sn~wl
..: ..:.:....:.:.:............. . SOUTH 20 PSF (M.n.mum~
'::'. ..::~::::::::::::::::::::::::::::::;:J .. . . . .', .
----f::::::~~::::~:::::~:::::::::::;;::::::~ \. .:::::::::.:. .....::...::::::......
J:'::' ....:.:.:..:-:.:..:.:.:.:.::.~:.:~ ;.:.:.:.:.'. . .':_,:'. :.
.:~:::.~:~:. .~:::::;::~:~::::~:;:::~:::;...... ._..~ ,'::::::::::M~'o8LE :::':.:., ::..'
,. . . .... . . . . .-:-- ...4....... ~ . . . . . . .', .......
".:...... ...... .... ...... ........... . . .:,:...........~:....... ......
... '...... l!'::::::::::::;:::::::..M'ODI..E :::::::3 .:::t::::::::::::.~.:-'
,. -.... .:.:.:.:..:.:.:..:.z............ ...........:.:.:J ...:L.:.1......~~.~~
I . . .. .;r..... ........ ........ .. . · - ....-
..,.~x~::.:.::::::.:.::::::.:.: ....... - - ...~.:.:.:.:.:.:.: _.
: (:::::::.:i.:::::::::.=:::::::.:::~;j ~.:::::.:.... ....,.,
( ~:::::':::;::-~ii:t*:.:.':':';~ \ /~ . J
, ~:::::::::~~:::::~:::::;:::~::::;:::::::~ ~._.. : \ -IIJ:\...-:".' \
, ........:......;...,...:......;.:........:........ - -. .. -..\ \ '- l,.
":::;:.:.::::.:.:::':.:.::::.:.:.::::::.:.:::' "-; - ,
'\ . P:~~~~Mfff~f:f:Effff:ffffff:fI II 1.., ~~ : ......
N r_'':':':,'~':,'... ~ . . .,1.7"-
.! p=;_.." u1........}7 ,.,._-" ~..~
I 1 .. T....~ ~
~-t,.. \"
r---\ : I
SOUTH I ~ t
" c... . . -.""'-....
(
SOUTH
'. t::::7.:.~
.
Basic Wind Zone 1vlap for Manufactured Housing
NO
SO
WY
c.\
Nfi
co
NM
,0
<0
a. 2.e III
'5:>
in {)
NOTE: See Section 32S0.305(c)(2) for areas included In each Wind Zone.
F i gu re 3. 1
Zone t1aps
5
GENERAL DESCRIPTION OF SOILS
..
Allowable PresSUre ' " ' ,
Soil Type (POU1ds Per Square Foot)
Based on the Unified Classification Syst~ No allowances IIIde for ove~rden pressure,
eaOe<tnent depth, water table ,height, or
settlement probleatS.
Rock or Hard Pan 4,000 and up
-
--
Sandy Gravel and Gravel 2,000
,
Sand~ Sil.:'ty. Sand, Clayey Sand,
Silty Gravel, or Clayey Gravel 1,500
" '.
C~ay, Sa,ndy Clay .
Si1.ty Cl'ay,' "or Clayey Silt 1,000 ,
, ,
Uncommitted Fill Special Analysis is Required.
Peat or Organic Clays Special Analysis is Required.
ROTB:
To be Used, only when none of the following is available:
a'. Soils'~nvestigation and analysis of the site.' ~
b. Compliance with the loqal building code. '.
c. _~o~p~ten~ " opinion by a local engineer or bui'ldihg offi"eial.
:
Figure 3.2
General Description of Soils
6
, "
CHAPTER 4 - FOUNDATIONS
...... .
4 . 1 piers ..
4.1.1 raportance. Incorrect size, location or spacing of piers may
cause serious structural damage .to your home. It is
important to install piers around the perimeter if required
for your -home. Failure to do so may lead to sagging floors,
walls and roofs. .
4.1.2 Acceptable types. piers may be concrete blocks or pressure-
treated wood, . capped .and shimmed with wedges, or adjustable
manufa~tu~ed metal or concrete devices (s~e Figure 4.1).
Adjustable.devices.are more accurate. .Manufactured piers
should be listed and labeled for the r~quir~d.loa4 capac~ty.
4.1.3 Desiqn requirements
4.1.3.1 Load~~earinq capacity. The load tha't...eac~ ..p.i~r mus.t
carry depends on factors such- as . the dimensions' of.
the home, the roof ;live load,' .the 'spacing of'the .
piers, and the way they are used to support the
home. Center beam/marriage .wall blocking is
required for multisection homes.
See Tables 4.1 and 4.2 for pier capacities.
Manufactured piers must be rated at at least these
capadities, and locally-constructed piers must be
designed to transmit these loads safely ~see
4.1.3.2).
4.1.3. 2 cqnfi.q\l~ation. Figure, 4. 1 . spows. _ th.e . re~o~e~de(i. ",
arr~ngement of cQncret~ ~lock piers. ~copst~ct~d ,on-
site.' Concrete blQckS: sh~uld',have :n:dmiQa:L , r,"
-dim~si~ns' of .~~.'lea~1;. .s'~:'x '16" _:". They '~ust ~e
stacked'~withtheirhollow cells aligned vertically.
When piers are constructed of blocks stacked side-
'by-side, every layer 'should be a~ right 'angles~o
the previous one (see Figure 4.1).
Cap hollow block piers as shown in Figure 4.1 to
distribute the structural load evenly across them.
Caps may be of solid.. masonry or pressure treated
lumber, at least 4" thick, or of steel, and of the
same length and width as the piers they rest upon.
Avoid plywood, as it may lead to unwanted settling
or movement.
Use lumber shims to level the home and fill any gaps
between the base of the I-beam and the top of the
pier cap. Always use shims in pairs (see
7
'Figure 4.1). r .Drive them .in tightly. so they do not
oooupy. -more than. 1" of vertical: space. When the
space to be shimmed is less .than the'minimum
thickness of available'caps or concrete blocks,
dimension lumber may ~e'u~ed ~der the caps.
. ::..: .' ".
Sele~t manufac~ured pier :heights so that their
adjustable .risers do not extend more than 3" when
finally positioned (or beyond :the:limits specified
by.the manufacturer).
AII'piers must rest on footings (see paragraph 4.2)
that either extend below.the.frost:line'or are
:otherwise protected from frost ef'fects, and. are
plac~d .on either undisturbed soil or.compacted fill.
4.1.4 O88i9D procedures.'
4..1.4.1
4.1.4.2
4..1.4.3
Piers'.'less. than'. 36" . high. . You..may .construct piers
.less ;than 36" :high out; .of single~ ':'open or closed-
'cell'~concrete blocks,' ':8'!. ..x '81t x 16".....- Install them
.so that .t.he '.long . side is at .right..angl.es to the
'supported I-beam (see Figure 4.1). Position open
cells at right. angles to the footers. Horizontal
offsets should not exceed 1/2" top to bottom.
'Mortar is not required. Manufactured piers should
be listed and labeled.
piers 36" to 89" high. .Construct all piers between
36" and 80" high, out of double, interlocked
concrete blocks (see Figure 4.1). Mortar will not
be';. required. . ..' .
."
piers over 80" high. Where permitted by local
codes, lay them in concrete 'mortar-:with steel",~
reinforcing bars inserted in the block celFs and
: fill. the cells with..e;oncrete! .Wll~:re 'such' ,: .
construction is notpermftted by".local codes, have
piers over 80" high designed by a registered
professional or structural engineer~
4.1.5 Looation' and spaoing. The location and spacing of piers
depends upon the dimensions and weight of the home, the roof
load zone, the type of construction (single- or
multisection), and other factors such as the locations of
doors or other openings and heavy pieces of furniture.
8
- "
4.1.5.1 single-seotion homes. Figure 4.2 shows the
recommended location and.! spacing of -piers for your
.. single-section home.. ; - . --
:~. .' " . .\~ .
4.1.5'.2 HUlt.isect.ioll ho.es..... '.FigUre "4.3 . shows: the
recommended location and spacing of piers for your
.multisection.home.
4.2~5.3
Under' doors and heavy. furniture.. Place piers on
.botn sides.of.sidewall exterior doors and other
sidewall openings 4~or'wider (such" as recessed
entries, bay windows; and sliding glass doors),
under .porch posts, fireplaces and wood stoves, and
under the expected'locations of heavy pieces of
:furniture suoh as pianos,' organs, .waterbe~s, etc.
4.2~5.4
Ku~t.iseo1;io{l Ri4geb.am. s~pport Piers. In addition
to pierE!'located along. main beams. and. at exterior .,.'
openings, piers should be placed at each rldgebeam
. column location. '. . The.se ~piers. are necessary to:
. t~ansfer con~entrated. roof :.loads. safely to the
.', ground., Tl.Ie .location 'of 'these..piers are shown by
ceither.dimensionedcdrawings prQvided with your 'home
or by paint marks- or decals on..the bottom side of
the center line floors. See Figure 4.4.
. .
The influence spans are the sums of adjacent opening
spans. See Figure 4.5 for an illustration of the
~ethod for determining these spans. See Table 4.2
for the minimum pier capacity.
4.2 Footings. support every pier with a properly designed
footing, as follows.
'.
"" .
- .
4.2.1 Aocept.able. types o~ foot.ibqs
4.2.1.2
.. '. ;.... . .
Concre~e.. . Footings: may cons ist of precast or
poured-j,n-place' c9ncrete, pads,. slabs 'or ribbons
with a 28-day. compressive strength of-' at least 3,000
psi. Unreinforced footings must have. a depth of at
least 1 1/2 times the length of the footing
. projection from the pier. (See Table 4.3.)
Pres8ure~t.reate4 lumber.' Two fastened layers. of .2"
thick' pressure-treated wood planks, with the long
dimension'of the -second layer placed perpendicular
to that of the first, and cut edges painted or
retreated, may also be used.
4.2.1.1'
9
4.2.2 ~laoement in treezinq climates
4.2.2.1 Conventional Pootinqs. To preclude ,the harmful
effeots of ground frost heave, fo~tings should
usually be placed below.the"frost. line. Consult
local authorities to determifie-frost penetration.
4.2.2.2 Ploatinq Slab Systems. When properly engineered by
a registered professional engineer,' oompatible with
the anchorage 'requirements of section 5.4, and
acceptbble to the looal authority having
jurisdiotion, "floating slab system" may be used
above the frost line.'
'4.2~~~3 X~sulate4 Foundations. Footings may also beplaoed
above the frost line when th~ home is prov~ded with
a perimete~ foundation' or skirting having in~ulation
propertiessUffisient to,preveht freezing of the
'soil under-or adjacent to every load-bearing
oomponent of the foundation and acceptable for this
purpose,to the 'loc~l' authority having ,jurisdiction.
Usefui des~gn guidelines ~aYb~ found in references
' 4 · 5. 7 and 4. 5.8 at the end of thi,S' U chapter.
Insulation systems;should,'be 'compatible with the
~equirement to cross-ventilate the entire space
under the home (see paragraph 5.5).
4.2.3 Proper sizinq .f footinqs. Proper sizing of footings depends
upon the load-carrying capacity of both the piers and the
soil. See Table 4.3 for recommended footing sizes for
various pier oapacities.
..3 Speoial ~onditions (See al~Q Sect~on 5.4.3)
4.'.1 PloOd-prone areas. Guerdon Homes does not recommend 'siting
your home in river or ooastal "flood-prone areas. Special
local regulations or f100d insurance provisions may apply.
,speoial elevation and anchoring techniques are required when
locating in, a flood-prone area,. ConsUlt a registered
prOfessional or structural .engineer to make ~ure that home'
design and construction conform to applicable federal, state
and 'local codes and regulations. The FEMA publication listed
in seotion,4.5 contains design and construction
reoommendations. '
4.3.2 Special snow load conditions. Homes designed for and located
in heavy snowfall areas or subject to other extreme loading
conditions will require special piers or footings. See
tables and spe~ial manufacturer's instructions provided with
your home. Ventcaps, plumbing vents, gas furnace and water
10
1-- -~
;~/ "':11';.,' 7'-',;
heater stacks, Blend Air systems, etc. shall be extended by
retailer or homeowner as necessary to assure proper operation
during high snow depth conditions.
4.4 Basement Foundations. Figures 4.6, 4.7, 4.8 and 4.9 show a
typical basement foundation design. If.you desir~ your home
, to be placed onda permanent foundation numerous speqial
construction techniques must be used in the homets.setup.
These consi~erations are contained in these figures.
~.5 Important reference documents
4.5.1 Foundation plans for your specific model home may be
available. Please' contact the plant which constructed your
home to obtain a copy of the design if available. .
4.5.2 ANSI/NCSBCS A225.1~1987, "Manufactu~ed Home Installations,"
NCSBCS, 505 Huntmar Park Drive, H~rndon, VA 22070, (703) '437-
0100.
4.5.3 ANSI A5lJ.i-1982, "Minimum Design Loads for Buildings and
other structures," ANSI, 1430 Broadway, New York,.NY 10018.
4...5.4 FEMA 85, "Manufactured Home Installation in Flood' Hazard
Areas", FEMA, Washington, DC 20472, (202) 646-2708,
september, 1985.
4'.5.5 "HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for
Manufactured Housing," HUD, 415 7th Street, S.W".. WaShington,
DC 20410 ~ .
. 4.5.6 "All-Weather Wood Foundation system Manual, "National Forest
Products Association, 1619 .Ma~sachusetts Ave., N.W.,
Washington, DC 20036, June, 1976.
4.5.7 "Frost-Free Shallow Foundation Design Guidelines," Enerav
Design Update, Ma~ch,1988.
4..5.8 "Building Foundation Design Guidebook," Document No. DE
88013350, National Technical Information Service, 5285 Port
Royal Road, Springfield, VA 22161. .
.
11
-:
PIER 1
PIER 2
PIER 3
I-BEAM
~EE'~~
. C}.P
PIER
OOTlNG
I-BEAM
PIER
FOOTING
SINGLE BLOCKS
MAXIMUM HEIGHT = 36"
(SEE NOTE #2)
DOUBLE INTERLOCKED
BLOCKS
MAXIMUM HEIGHT. = 80"
STEEL OR CONCREfE
MANUFACTURED PIER
(SEE NOTE #5)
PIER 4
I-BEAM
. "",,'U""//I
~,\ C 0 II'J
~~,.." ~ ..: . '. Ot: I"",
,[00 -~ ....\ST~.... ()t:' ~..
~ .'",u 'Of:!......;,r..,
AI iI/~~ No. <()....'" ~.
..... . . ,
f 1. :ENE870.3571 ~ ~
= .,.. : ". ....... : ". :
- .. . -
i~... $TATEOF "=~i
'\.-G!! ". IA" ~ ..' ~ i
"~';'.:!'OIA~.,.~~ ~
iG! ~~~ ....... ~~
,.~"'," lON~ \\\,,,, (\ "
"""...... ,~ I I -~
NOTES: ~ I' 8 ~~ -.......
1. CONCRETE BLOCKS FOR PIERS AR~ 8x16x8 NOMINAL SIZE, HOll.OW CELL LOAD BEARING CMU'S
MANUFACTURED IN CONFORMANCE WITH ASTM 090-70, GRADE 'N'. OPEN CEllS ARE VERTICAL.
2. SINGlE STACKED CONCRETE BLOCKS ARE ORIENTED SO lHAT LONG DIRECTION IS PERPENDICUlAR
TO THE. LONG DIRECTION OF THE MAIN BEAM. ..
J. FOOTERS MAY BE. PRECASl'" OR POURED, BUT, IN EITHER CASE, MUST BE LEVEL IN ALL DIRECTIONS.
4. PIERS ARE TO BE PLACED ON THE FOOlER APPROXIMATELY CENTERED SO lHAT THE FOOTER
PROJECTION FROM THE PIER IS EQUAL f'R0>.c SIDE-TO-SIDE AND FRONT-TO-BACK. PIERS MUST
BE LEVEL VERTICAlLY ON ALL SIDES AND SQUARE WITH THE FOOTER.
5. PREFABRICATED PIERS (TYPE 13) ~UST BE CERTIFIED FOR A RATED. CAPACITY AT lEAST EQUAL
TO THE LOAD DETERMINED FROM THE TABLES.
6. CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH (Fe') OF JOOO PSI AFTER 28 DAYS.
7. GAP BETWEEN TOP OF PIER AND .MAlN FRAME MAY BE A WOOD PLATE (NOT EXCEEDING :t' IN
THICKNESS) AND SHIMS (NOT EXCEEDING 1- IN THICKNESS). SHIMS SHAlL BE AT lEAST 4- WIDE
AND r!' LONG, ATTEO AND DRIVEN TIGHT BETWEEN WOOD PLATE OR PIER AND MAIN FRAME.
(SHIMS TO BE PERPENDICUlAR TO I-BEAM) TWO INCH OR 4- SOULD CONCRETE BLOCK MAY
FIll. REMAINDER OF GAP.
Cf.P
FOOTING
STEEL REINFORCING BARS
(114 GRADE 40 MIN) PLACED IN
mE PI~ CORNERS (4 PER PIER)
DOUBLE CONCRETE BLOCKS WITH
ALL cru..s FIllED WITH CONCRETE
AND lAID IN MORTAR
DOUBLE INTERLOCKED
BLOCKS
MAXIMUM. HEIGHT = 96"
)
FIGURE 4.1
TYPICAL PIER CONSTRUCTION
12
C!T-=-
'lEE
NOTE
13
SEE NOTE. 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE
NOTE
#3
L_.J L_.J
,.-,
MAIN
BEAUS
---~---.~-------f-it------~-
L_~_.J L_.J
PIER SUPPORTS. . FOOTINGS . .. . .
(SEE NOTE 11) (SEE NOTE 12) PERIMETER S.UPPORT
SEE NOTE 1-4-)
,.-, ,.-,
--------+ft!--------!-H+- .,.-,
L_.J L_.J -~-
L_.J
,.-,
. L_.J
""UIIIIIII"II .
"", C 0 1111.
,\'....\ . . 0,.. ~'.f.
..' .l..'''' ........ C'Q "-;.
~ ",. "\ST"~;' 'L'. ~
~ o/.,~~c, c:'Tli:......~ ~
S .. ~ NO. (r. ~
~ / ENE8703571 \ ~
= . : ... : .. ~
~-o\ STATE.OF ':~i .
$~. I. p."~;::
\ ~" .~OtA~.' ~~#
"_ ( ~~~!d'IQNA~~~""'~ ~;:
l ~ "'ft""~::--::.... ......
.It S ~1 ~ .
NOTES:
1. SEE TABLE 4: 1 FOR REQUIRED .PIER CAPACllY AND SPACING.
2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS.
3. PIERS SHALL BE LOCATED AT A MAXIMUM OF 2. FEET FROM
BOTH ENDS.
4. PIERS SHALL BE LOCATED AT EACH SIDE OF ALL. PERIMETER
OPENINGS (4) FEET OR GREATER IN WIDTH. THIS WILL INCLUDE
DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC.
USE TABLE 4.2 FOR PIER CAPACllY REQUIREMENTS.
FIGURE 4.2
TYPICAL BLOCKING LAYOUT FOR SINGLE-SECTION HOMES
13
;
~
13 I
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE
NOTE
13
r ,
r-, r-, r-,
- ---:. - - - -- +9;- - - -- - -+9+-- - - -----+8+--
PIER SUPPO~-~-' .-,
(SEE NOTE 11) (SEE NOTE 12)
L_..1 .
'r-,
r-'r-, r-,
L_..1 L_-' -----.....:--tfu-------ffi-~----_t8t_-
r , rl~ SEE. F1~EJ~Or:./~ ..5 ~, r
I t-----------tIt+--------------HJt-------____t 1
L ~ L_..1 L_-' L ..I
r-, r-, r-, .r-, r-,
. -.,----- ----+9+----- - :--+9~------~-- -- ---+9+--
L_..I. L_..1 L_..1 L_..1 L_-'
.r-,. r-, r-, r-, r-,
-'------ --+9+--- - - ---+9-1---- - --+H-i--------+S+--
~_..1 L_-' L_-" L_-' L_-'
r-, r-,
NOTES:
1. SEE TABLE. 4.1 FOR REQUIRED PIER CAPACITY AND SPACING.
2. SEE TABLE 4.3 AND SECTION 4.2 FOR FOOTING REQUIREMENTS.
. ,\\\"\1111"",,
.~,\\ C D '/,
i.,"'''' ...\. . .Or ""
~" ~- ." .... ~b ~
f ~,"~G\S TE~;...~ \.
~ .. ~ No. <>'. ~
g i ENE870357.1 \ ~
a*: -.. :*~
'! ~\ STATE OF :15 s
~-~. :'~$
% "<!i;."!.'!Iol~~~~~1
~~ct ......... c.f>\.V ~
~~~ 'ION . ~~;..
'lit ~\\\:
III'S(~)
PERIMETER BLOCKING
(SEE NOTE #4)
3. PIERS SHALL BE LOCATED AT A MAXIMUM OF 2 FEET FROM
BOTH ENDS.
4. PIERS SHALL BE LOCATED AT EACH SIDE OF .ALL PERIMETER
OPENINGS (4) FEET OR WIDER IN WIDTH. THIS WILL INCLUDE
DOORS, WINDOWS, RECESSED ENTRIES, PORCHES, ETC.
5. SEE TABLE 4.2 FOR PIER CAPACITIERS AT RIDGEBEAM COLUMNS.
FIGURE 4.3
TYPICAL BLOCKING LAYOUT FOR MULTI-SECTION HOMES
14
. .
, ,
Roor"
~'JI( ... ,..!... ".
. . .~..:" ; ;
~ "RiDGE, BEAM
RIDGE BEAM OOlUUN ~
RIM M~B~
. JOIST
MAIN BEAM------...
GROUND .
BOTTOM BOARD
" RIDGE BEAM
PIER SUPPORT
FOOTING
," .....
: .t
. ..'
..
l.. . ,... -
DECAL. PAINT MARK OR " . ". "
. pRAWlNG PROVIDED FOR
LOCATION DETERMINAJ'lON"
FIGURE 4..4 " .
lYPICAL RIDGE BEAM SlJPPORT COLUMN. PIER
. .', .
.J...
A B
----
C
CENTER UNE 7-
OF R1DGE1)3EAM
o E
-----
INFWENCE INFLUENCE INFLUENCE
I. Spp~F~R~I. ~AN" FOR .1. S~F~R ~I
PIER C
I. INFLUENCE .1. INflUENCE .1
SPAN FOR SPAN FOR
PIER B" PIER 0
"FIGURE 4.5
TYPICAL INFLUENCE SPANS
1 r
oJ
r'..
" ~,,\'''"''''''',
~", C D "'I
~.." ~ ...:... OJ:"....'/~~
,~~.;:..\STL"...~~~
;:; . ~u c;~. ~
~ ..'~v No ~C\ -:;
. j" ! ENE8103571 \ " ~
: * ! -- : * ~
\~\ STATE OF /ff!
~~"..I." -'p.....~...}
(C": ". OIA'''..' ;<;:' ~
"" .....
. MEIHOD 11 .UNIII,wmt CDf'/'EJIlLIIE 1IFJoM.
OENEIW. NGID:
,'I. DAMP;PROOnfO O'F CONamE OR ~'WALLS'TO K,
IN ACCORDNfCE WITH LOeN. CODES. IN THE MSENCE Of' CODE
MQUIREM!N'lI1HE FOLLOWINC SHALL 10PPLYl
A. EXTERIOR fOUHQ(IION WALLS OF' MASONRY CON$'TRUcnON
ENCLO$lNC 1tASEM~SHAU. BE DAMP PROOfED BY N"PLYINC
NOT LESS 1HNf 3 OF' PORTlAND CEMENT PARGlNC TO lliE
WAU. FROM 1HE G TO lliE fiNISH GRADE. lliE PAAOlNO
5fWJ. BE CCMIED wnH A COAT Of' APPROVED IIITtIMINOUS
MA1ERW. APPIJED AT 1HE ftECOMMENOm RATE. EXlERIOR
,F'OtIIfIWlON WAUS Or"CONCREI'E CONsnwcnON ENCI.OSINC
BASEMENtS SHAU. IE DAMP PROOFED BY APPLYING A COAT Of' '
~ IlI1VMlNOUS MA'TERlAI.. TO '!HE WALL FROM 'THE FOO'T1NC
TO '!HE fINISH GRADE AT lliE RECOMMENDED RATE.
S. FOUNMTION WALLS OF' HABITABLE ROOMS LOCAml BELOW
CRAOE SHALL' BE WATER PROOf'ED WITH MEMBlWIES EXIENOING
fROM THE. EDGE OF' 1Ht FOOTING :ro 'THE fiNISH GRADE UNE.
THE'MEN8lW1E SHALL CONSIST 'OF' ET1MER 2-PLY 'HOT ,MOPPED
fELT. e-r.m. pot.'\'VIK'r1. CHLORIDE, 55-POUND ROLL ROOFINC
OR EQUIVALENT MAlERIAI.. ''THE LAP IN 1Ht .MEMBRANE SHALL BE
..' SEALIJ) NIl) FIMlLY AFFIXED TO ''THE WAU.
,c. FOUMDA11ON WALLS MAY BE DAMP PROOFED OR WATER
PROOFED USIHC MA1ERW.S AND METHOOS Of' CONSTRUCT10N
ontER 1HNf COVERED IN 'THIS SEcnON WHEN APPROVED BY 'THE
LOCAL 8UllDINC OffiCIAL.
20, DRAINS SHALL IE PROVIDED AROUND FOUNDATIONS ENCl.OS1NG
HABITABLE OR; uswu: SPACES LOCAml BELOW CRADE AND
WHICH ARE SOIJECI' TO CROUND WATERCONDITONS, DR.lJNS:
SHALL IE INS1'AIUD AT OR BELOW 'THE ARFA TO BE PR01'ECTED,
AND SHALL DlSCtMGE BY CRAVIlY OR MECHANICAL' MFANS INTO
AN APPRavrD bIWNACE S'tSTEM. ' '
21, 'THE TOP ,OF' OPEN "DINTS OF' DRAIN TILES SHALL BE
t'KOTECtED WITH $TRIPS Of' BUILDING PAPER AND 'THE
DRAINAOE TILES SIWJ. BE PLACED ON 2 INCHES OF WASHED
CRAVEL ORCltUSHED ROCK ONE SlM SIZE LAAGER 'THAN THE
TJI.[' JOINT OPENING OR PERFORATION AND . COVERED WITH NOT
LESS 'THAN . INCHES OF' THE SAME MATEftW..
22. .1Ht OESlONS ON 'THIS AND FOllowiNG SHEETS ARE APPUCABLE.
TO WIHO %ONt.. (15 PSF' LATERAL.) NlO UNITS
WHICH ,HAVE A .waMUM WIDTH OF 27'-rt'. MINIMUM I-BrAM . ,
SPAClNC IS IS 1/r. '. ,
23, '!HE DESIOHS ON T1i1S AND FOU-OWlNC SHEETS ARE APPUCABLEI' '~
, ~ SEISMIC ZONES O. 1 AND 2., ' '~
24. T1i1S FOUNDAlION DESIGN IS NOT FOR INSTALU.TlON ON 'A ~ 0
FLOOD PLAIN. WHEN INSTAWNG CRAWLSPACE OR BASEMENT IN AN ~ N
AREA. wmt SOILS HAVlNC POOR DRAINAGE, CONSIDERATION SHOULD ~
BE 0lVEH TO MEnfOOS OF' EUMtNATlNC ACCUMULATION OF' WATER IN
mE 'CRAWLSPACE Oft BASEMENT. SUCH' AS 'THE USE OF' SUMP ,
PtJMP(S). INS1'AUA11ON Of' SUMP PUMPS TO BE IN ACCORDANCE
wmt LOCAL COD! REQUREMENTS. ' .
25. CARE ~~ERTAI<EN ,IN 'THE PlACEMENT OF' cENTER~ 'I i' ~
, LINE' ~ TOAVOlD CONFUC!S WITH liWN UNn" , " ~
CROSSNEMSERS. 'OUTRICGERS. AlU twfGERS; HITCH PlATES, CAS
INI.EIS.AND CftO$SOYERS, DRAIN Oun.ns AND CRO~J.-'!ATER ~
INI.EIS AND CROSSOVERS. nECTRICAL INLnS AND CRO~
,HVAC DROPOUT PIPES AND CROSSOVERS. DRYER VENTS. WATER
Iff'.ATElt ItElJEJI' PIPINO, CAS APPUANCE AIR INLnS,' ETC.
(CU1TINO, 'NO'I'CHIHG OR ontER MODIFlCATlONS TO MAIN UNIf I'
COMPONENTS MNOITl.IDINAL BEAMS, CROSSMEMBERS. O\JTRIGCERS,
Ere) ARE NOT .PERMITTED (UNLESS SPEClFlCAu.Y ALLOWED IN ;z:~
WRIf1NG FROM 'THE MANUFACTURER). ~~
i!.
0EHtML ~
1. THIS ~TION HAS Bt:EN DESIOH!D FOft SI1'ES WITH AN
~NAE. SOIL BEWNO C/II'N;ff'( OF' 2000 PSF' MINIMUM,
2. F'OUNDA'TIONS TO BE CONS1RUCIED ON SOIL WITH A LOWER
BE'ARINC CN'1aT'f SHALL. BE DESIGNED IN ACCORDNICE WITH
ACCEPTED ENC/N!ERINO P.RACIICE BY A UCEHsm ENC/NEER TO
LOCAL CONDl'ltONS AND CODES.
3. CONCM:\'E COMPRESSIVE STRENC1H AT 211 DA'l'S TO IE 3000
PSI 1oIINIMUIil.
4. ItElNFOItCIHC srm. SPECIfIED TO IE CRADE ao BARS MEEI1NO
Asn.t AlI15. Al1a AND AlI17, '
5. f'OlINt)A11ON WALL MAY BE POURED COHCR!It f!' 'THICK,
REINFORCED WITH '4 REBAR AT 1r OC VERT1CAL AND '5 REBAR
AT 111" OC HORIZONTAL.
8. UNIT COLUMN SUPPORTS FOft CfHTEIWNE RlOGEBEAMS
REQUIRE ADDIT10HAL PIER SUPPORTS UNDER CENTERUNE erAt.4
LOCATIONS PER FLOOR PlAN.
7. CROSSBE'AMS ARE CONTINUOUS FlJLL WID'IM OF' UNIT AND
FJELD WELDED TO 'FACH MAIN BEAM AND SECURED AT PILASTER
PER DETAIlS. SEE CHART FOR REQUIRED SIZES.
8. WJN BFAMS ARE SECURED AT rAaf END IN PtLAS'/ER PER '
DETAlt.S. WHEN CENlEft UN!: BtAM IS JNSI'AU.ED PtLAS'/ER NUST
AlSO BE INS1'AUlO FOR END SUPPORT. SEE CHART FOR
REQUlREMOO'S.
e. 'THESE SPECIfICATIONS ARE 'M"ICAL. LOCAl.. CODES MAY CONTAIN
AODmONAL REQUIREMENTS.
10. FOUNDATION WALL sm..S MAY BE CONCRM OR CONCRM
BLOCK.
11. CONCRM BLOCK SHALL CONFORM TO ASN C-~.
12. IN CONCRETE BLOaC sm.. WALLS A M1N1MUM OF (2) '4
REBARS ARE TO IE INS1'AIUD IN BLOa< WITH MUD SILL
ANCHORS. FlJLLY CROUT rAaf CEI.1. CONTAINlNO ,REBAR.
13. ALL L.l1Iof8ER IN CONTACT WITH CONCRM SHALL IE OF
PRESSURE TRFAml Tl'PE OR OF' SPECIES APPROVED FOR USE IN
DIRECT CONTACT WITH CONCRETE. :
14. 'THEINSTAlJ.ATION SI1E MUS!" IE CRADED SO lHATWAlER .
DRAINAGE IS AWAY FROM STRUCTURE AND DOES NOT ACCUMUlATE
UNDER 'THE HOME.
15. BACK flu. ADJACENT' TO THE WALL'SHALL NOT BE PLJ,CED
U~L ''THE WALL HAS stJFfIClENT STRENC1H OR HAS BEEN
BRACED TO PRE'v'EKT ~
1 6. . MINIMUM. FOUNDATION VENTILATION REQUIREMENTS:
A. Ill" x 2.( ACCESS CRAWL SPACt TO UNDER FLOOR /IMA. "
8. 1 1/2 SQUARE FEEl' OF vemtATlON PER 2S UNFAl.. fEEl'
OF FOUNDATION WALt..
C. COVER VENT OPEI'fINCS WITH CORROSlON-ftES1STANT WIRE
MESH NOT L.E:SS 'TKA,N 1/t!' NOR MORE 'TKA,N 1/'1" IN ANY
DIRECTION.
17. I-BEAM SPUCE TO O=uR OVER SUPPORTS. USE 1/~ It ~
. 4' SPUCE PlATE WELDED OR (2) 1/'1: ll1AMETER BOLTS FACH
SIDE OF SPUCE.
18. WHEN CENlERUNE BEAM IS 1NS1'AIJ.!D If MUST IE
CotrnNUOUS FOR '!HE FlJLL LENC1H OF' 1Ht UNn' NlO fiELD
WELDED TO CACH CROSSBEAM Nfl) SECURED AT FACH' END AT
POCKET' OR PILASTER PER DETAILS.
\\\~''''''''~''I
\\\\ C Dill,
""", ~~.,..: ....O~:/,,,~
,:. ...0 .,.... \$ r ~ . ,:'<)..-. ~
~ J' ~u ~,y'. \~ ~
~ .'~ No <<'O,j/~
f / ENE8703571 \A
-*' .
::: -- '.:
i ~' . i
; ~... STATe OF .:~:
~ ~" " .' ~ ~
~, (<':....~o.^~~...~<.c,;..$
'. . ^ '. ""., t"_"'-'
"uJ' . ...... e.\,"" ..'
'"'''''' 10 Ii A l t" """
""11"11111""\\'
CEN'l'ENJNE I PIASIEJt DEPtH
BE'1M'SIZE .FOR. MAIN' NfD
~. CENT'ERIJNE BrAMS
. aHI'EMItE I'lER
FOO1lNG SIZE
AT~
'NOTEI FOR urms WITH C!N1!IWNE BtAM ~ TABUlA1ED' A8fNE. 1Ht
CROSSBEAMS SHALL BE W8lcllS. SPACED AT 12'-4" DC MAXIMtJM WITl1 A
BEAM POCKET (OR PtLAS'/ER) DEPnf OF 14 3/~ FOR 10" toWN BQJ,Is
AND 18 3/~ f!OR 1'1: MAIN BFAMS. , .
. 'FOonNO SIZE l'ABULA1ED FOR PIER sUPPoRTS ONLy, SEE INSTAl.LATlON
/NSTRucnONS MANO.Al.. FOR RlDCEBFAM FOOTINo/PIER REQUlREloIENTS.
NOTE: ALL BEAMS (CENTERUNE Nfl) CROSS Bt:N.ts) ARE TO BE
SUPPORTED AT MOOUlE CENTERUNE, AS SPEClfIED,'
METHOD 2: UNITS WITHOUT CENlERUNE BEAM
oCl
PIER
WJN BrMl CROSSBrMl I I F'OOTINC
PIlASTER BrMl
DEPnf SEI.!CTED POCI<ET MAXIMUM I MINlMUI.I
SIZE AT ENDS SIZE DEPTM SPACING SIZE
W81112 t '.
f!' a 1/'1:
-
10" I II 1/'1:
-
1'1: '1 10 1/'t:
-
f!' I 8 1/'1:
---
10" I a 1/'1:
-
1'1: I 10 1/'1:
-
f!' I IS 1/'1:
-
Ill" 1 " 1/'1:
-
It' I 10 1/t' _ . _ _ _ ~..------T-
-'-
~,~
'"
FIGURE 4,6
FOUNDATION NOTES AND CHARTS
.'
....
"-J
cl
j
IS
0..
.~_______________~~------_::::-_::-_::::--------------------"---------------------l
" , ' ',: " ' " " I
I' ,[~------------------l_HJr-~---~~-----------JL-H-I-------------------l_H_I-~---------------~;J I
, t ' db:~ f'OO1INGS-' " :It "I
. ------------------ -- ~ ------ ---------------------- --~----------------
, ______________ __ ____________________~C______________________ ___________________ I
'" II ' II II I I
I r.J ' II II .., ·
, 'I II, ' , ,II ., 1
I I IlWN UNII' I. ftiUND,fmON OP'ltOIW.. II ~eAL~'AND FOCmNC. . ,'II I I
I '-1lfAMS 'I CENI'EIUCE KAM', II FOR RIDOEBE'AM COLUMN SUPPOJn'1 '
I I I. (REQUIRfD WITH MEl'HOD 1) II INST'Al.l.A1tOH 1NS'TRVCT1ON$) I I
I I II II II I
I I " II " 3'. CTtPI~ SI'AIfDMD ,
I I II II II S1ttl. PIPE COLUMN I
I I II ' II ,II , ~OR ~W""~ I
I I ' If II I'" ,,' lC ,
I &.., Ill' lC tr PlAlE .J
, I ' G II II. ..' ' r€
, _~______________ _~____ ___________ ____ L_______ --------------~ -------------------
I C[J----------------~~--- -----~----- --:=It=~----- --:::~-----:=1 =~-----------------~~~
~ 'I I' H I II I I '~I I I . ,.
_____________4 ' __ _______ __4 1 t 4----~- ~--- 4 I 4--...;......--------.
c:Jj=------------T==ff= ,~ ----------TlFr------r::ttj--- T II r------------9.:J ,
( ":1=* L-ir-.J L____.I. , L-ir-,.J , _,.J. I ,
",E ,II. r II" : ,I
_______________ __~----- ________________~r--____----------------~------~------~-~ I
C~------~-- ---~---- ----------------1r----------------~----W--~-----~----------U, I,
r PIER II II .1 I'
I A II 11 FOUNDA1tOH I B I I
I t I l~c:ROSS9FAMS II I I I
I II II (SEE aMT FOR SIZE II ! I
II II NID SPAClNC) 11
, II II II
I II II 11
I II II II
I II II II
I II II II
~ l:' II II
I II II
, " I ' .
CJC------------------- ---- ----------------~C----------------------:H:-------------------
[~:_~-_-:_~~_-__=_~:--_~-I-LL-;~_-_-_ ~_-~~_-~_--_-::_-_~-;-U--l-_-:~_-::_=_~-_-__=_-_=_~~_~--U:;_~~~-_~_-_~_~::_-_-_=_~~~
rH1 u u
s.,
~
HOTE: CONTR,tCTOR TO VERIfY
AlL DIMENSIONS PRIOR TO
FOUNOATlONCOHSTRUC11ON.
c
,-::':--'"
FIGURE 4.7
1YPICAL FOUNDATION (CRAW!-SPACE OR BASEMENT) PLAN
.......
co
.~~ I I
PERIIoIETER 3~ """ .
JOIST TO SllJ." AT PIlASTER
WI'TH 11!d IWlS
AT SO OC
SIDING
1j'r' ANCHOR
BOLT AT 8'4
,~OF
rIN~
" 14" IN
COffCftEIER ,
B1DCK ~
INST.AlL FOOTlHG
BEl.OW FROST
UNE
-TOE:" /WL
PERlMEI'ER
JOIST TO SIll.
WI'TH 11!d NAILS
AT SO DC
,.1/~ NICHOR IlOlT
. ' WI; 1/~ x 1 1/:1 ,
, ' 2' fir PlATE
, alPPED 0'v'tR FV.Na [
I~ 3~ """ ./
' AT P1lAS'TER
SECIlON . C-~
SEE TAIlLE
'I ,.: iHIac CL FDOmt
F'Dlt 21'1fJ8' MAX FOOTER
MEA NfD 1~ THICK' Cl
R)()TER RtQU1ItED FOR
FOOTERS EXCEED'NC ~. . It,
21'X2r. (COLUMN SUPPORT)
..~;~&
FIGURE 4.8
CRAWLSPACE DETAILS
~.
......
" \.0
~",,"llfll""i
1>.""':\. C. DC:"""",-
!to.~ ..10.\'........... C'~"''',,,
~ ^~~ 'r.\STt'6" ".. ~
$- ,., ..,~y .. 'T~:" "v'.',
~ .'~ No. (J '., ';1
.. . . ~
... . E"8703511 ~ :
. i *: '.
. -
. t#~ =
LONllIT\IDIHAI.
. CHASSIS 8EoW
Tl'P.lCAI.: 'fOliNoA'I1ON
WALLS ME SOUD
8RICl(' Oft CUJ.I'S '
,/~ NfCHOR wmt ALL Ca..ts: .
BOLT Kr t/-r1' : ORa.........
OC AND wmtIN ".- ^
1~ OF:~ "'"
~ ll".r ~
f;. ~ AT !t.~1rr~
IT UNII' JrN,l AHD
CENrERUNE.1ItN.l '
',,. ~.Tb.JN.:'
PlI.ASTElHIElWt. . '.
"
,. REIWt AT' ~ OC
E:AcH'WAY ,. ,,'
...............................................................................................
.............1'........................,.............,...........................................
(4) '4 REEWt
waD'm TO .
lRAHSVERSE .
BFAMS wmf
3~ 8DD
BLOCt< ElEVAnON
. t='RONT VIEW .
lAO STEEL PlAtE: 10
, RIM JO~ WITH (4)
. ,L.ONGrTUDltW. ,-3 i~ II 2 1 - .lM$..
. CHASSIS IlEjt,M , , , ...
1. RDIOVE: Bl.OCI6S A. II. Co O. AHD E
AT c:am:R UHE. '
2. ROtJ. HOME 0NT0'l'lWlS'v'ER$E 1lEjt,M~',
.. "3. -INSTIU: 8I..OCKS WHICH WERE IlDfOYED
. '. . 4,.' WHEN ClWfE IS USED; THE NIfNE STEPS
." " IIAT_ BE ~0MlI1ED.. :
UNt.
~~
',(4) 1/'r 80llS
e: ~ THICK fOR a. ~
FOlt ~JfJ8' MAX f'OO1!Il i
MfA NfO 11' THICK m i
FCOl!ftS EXCmllNC ~,atf'..
, i
~.
~~E I-BEAM CONNECTION
OP VIEW
Kr PIlASTEJl
SECTION · G-cr
FIGURE 4.9
BASEMENT DETAILS
..
t. ,,,, .
GUERDON HOMES
MINIMUM PIER CAPACITY TABLE
(FRAME BLOCKING ONLY)
. i
~
SECTION
WIDTH
(FEET)
12
EAVE.
OVERHANG
(INCHES)
o
ROOF
UVE LOAD
(PSF)
20
30
40 '
8
20
30
40
20
30
40
20
30
40
'20 ....
..30
40
20
30
40
20
30
40
..
20
30
40
16
.'.
.. .,.
"..::
24
14
'0
(<~; ~~~':ci. .~'
~..::." NOV': '4.'1997. . :. ~:.
~"~ . !-'e,J ~ ",..Wt' ~6
~ ROlla. ~.tr1lld!.n" ~".
:0 ~ A~~ ~.' 1,~. St>\nd~~'l.; . .
.' 24
.' .. .,.
..,'. .
16'
o
20
30
40
~:..<h~!. . ~ .
1Jl, '. ",0 RE'(~'f'\' .
:..~ '. 'r.t> ~:...~~...~ .~~ . . .
SJ:~ lo ~ DC? 6"~ .
8"'~' . ~"'O'
i"'J~ ...,.
: . . 26t:?' .: 3
~ . . . .1 '~_ . ~ ."'!o! ~ .
~ll ..'~ . 16
~ !.J..11.l1.~.1 . ~
.., ~ ~6~A\.. ttc-~'7 .
'. '. ''''' TES:
1.- MAXIMUM PIER SPACING FOR
.. ::2. MAXIMUM PIER SPACING FOR
8
20
3P
40
20
30
40
2500' .. 3550
2750 3925
3000 4325
4
2400
2650
2875
MINIMUM PIER CAPACI1Y (POUNDS)
MAXIMUM PIER SPACING (FEET)
6. 8 10 12
3400 4425 .. 5450 6450
3715 490.0: 6025 7150
4100 53506600 7850.
, ~ I' .. e.
. .
4600
5100
5625
, ~ ,"..
,'5650
.6300
6950
6700
7500
8250 '
.' ';"".
2550 3650 - . f . 4750 ..' '5850 6950" ...... ".
.' 2850.' 4100.5325~' ...6550 ,7800 '"
3150 4525 ,5900' .7300 8650 . : ~:~.
.... '2650'" '(':;"380(f:-. "~4.9(io:<~' ';\~"6050";"' /~':720C{"; ;l~iir:~:." ~~{~;'
2950 4250 5550 '6825 8125 . ' .
3275 4725 6150 '7600 9050 :'"~:.
.
2725..' '<3900''- "5015" .,,~.6250:; ;.::':7425~;'. .' .
3000 4300' 56256925'8250'
3275 4725 6150 7600' 9050
'. '.
. .
4000 5225 .. 6450 '.1650 ;."
4450 5825. ::.,7200 . 89545500, :. . ,~. i\~.~'.
4925... 6425 ':7950' .. .
mg~~g~~g ..~~~u:~
"!n.25 6~00:~27.5' ~850' ..... ":1!.~:
4250 ~ 5550 :6850: 8150....
4800" 6250 : 772.5 9200'..:;/.
5325 695.0 '8600 10250 ..... .
f~.~X..
'. .~~ti.7"'S"'.' .. 8:'3' 00' ", ........
g~ . .,~;:~~i
'. :'''''50''. .. ""225 . ,....\;
.,,:1 ~:~, ;~ ~
8525.' 1 0150 . . ~
" ...~.~::
.
;
":435({'" ;Sf$'SO':
.' 48006275
52S0 6900
44'50
4950
5450
7200':
8000.
8850
8550
9550
10550
280.0
31.00
3400
2900
3200
3550
2950
33QO
3675
3000
3325
3650.
3100
3425
3750
3170'
3535
3900
5800
6500
7150
'4570
511 5.
5660
; 7370 . .
8280
9310
'8900
10000
11075
5970
6700.
7425
8" LONGITUDINAL I-BEAM IS 8'-0".
1 0" AND 12" LONGITUDINAL I-BEAM IS 12'-d'.
TABLE 4.1
MINIMUM FRAME PIER CAPACITIES
.... -
...... - . .,
REF. DWG #: i' Ff8 -25 ,q Cf 2
; \
20
c
'{
\~;;L'i~t~:P-'" '1'; f:{r~-":~ r:1Jj""; \-':,.,:,~ '.j::"!~>:;~~:~
~.~,.~
.
, , MINIMUM PIER .-CAPACITY (POUNOS)
TOTAL ROOF MAXIMUM ,INFLUENCE SPAN (FEET).'
. WIDTH LIVE LOAD
(FEEt), (PSF) {, .8 12 16 20 24 28 32 ' 36' ,
24 20 ' 1200 ' 2000 2800 3550 ' 4325 5100 5900 6675 7450
30 1525 ' 2550 3575 4600 5600 6625 7650 8675 9700
40 1850 - 31.00' 4-375 5625 6900 815.0 '9400 10675 11950 '
26 -20 1300 .2175 3050 ,3900 4750 5625 '6500 7350 '822S
30 1675 2800 3925 5050 6200 7325 8450 9600 ' 10200
40 2025. 3425 4825, : 6225 7625 9025 10425 11800 132QO .
' ,
28 20, 1375 2275 3175 4100 5000 5900 6800 ,7700 8600
30 1750 292p 4100" 5300 6500 7675 8850 10050 11225 '~
.- 40 : 212S'- 36.00' 5050 652q ,8000 9'450 10925, 12400 1"3850 :
, ,
30 2'0 .. 1475 ' .2450 3450 4450 5425 6400 7400 8400 9375
30 1,$0'0 . 3200 4475' '5775 7075 8375 9650 10950 12250
40. 230q ",3900, 5500.. .7:100 8725. 1.0325 11925 13525 15125
_, ::32 20 15Z5 2550 3550 4:575 5600 6600 7625 8650 9650
;' ',' 30 1950 3300 4625 5"950 7300 8625 9950 .1.1300 12650
. .t. ~....., .;. \ 40 2375 4025 5675 7:550 9000 10650 '12300 '13950 15600
I
.
c 0 ;,,~
,~",.~,.. ,,~....: ...p.Sa. "',~~;:
~ ~.:~:(i'ST~lti",~ '\
~ : q; No. ()'. . ~
i i ENE8103571 \ l
!*! ... :*;
\~\ $TATE OF /~!
, ~~.,,'A.O ^~~.~.~ f
" ~ ...Y 1",'-. I'~ ....'
.'i" "',J' ."..... "~~1.0#
.Ck~~
, "Jtl t:t '} .
.,
.
~
TABLE 4.2
MINIMUM PIER CAPACITY
MULTI-SECTION RIDGEBEAM COLUMN SUPPORT
.21
PIE,R MrNIMUM FOOTING SIZE OR EQUAL AREA
CAPACllY SOIL BEARING CAPACllY (PSF)
(POUNDS) 1000 1500 2000 4000
600 12x 1 2 12x 1 2 ' '1 2x 1 2 12x 1 2
800 12><12 12x12 12x12 12x12
1000 12x12' 12x12 . 12x12 12x12
'~500 ' 15xl5: 12x12 ' f2x12 12><12
2000 17x17 14x14 12x12 , 12x12
o 19x19 1 )(15 1 x1312x12'
3000 21x21 '17x17 15x15 12x12
3500 22x22 18x18 ' 16x16 12x12
4000 '24x24 20x20 17x17 12x12
4500 25x25 21x21 ' 18x18 . 13x13
o 2 x27' 22x22 9x1913x13
5500 28x28 23x23 20,x2.Q ,J4x 14
:. .6000 ,29x29 ,24x24 .21.x21 -f5x15
' 6500 . 31 x31 25x25 22><2,2 15x15
7000 32x32 26x26 22x22 16x16
' 00,., ,., 33xJ3 .27x27 2Jx23. 16x16
· 'SOOO . ... ,34~34 28.x.28 - . 24x2~ '17x17
..L 8500 ". 35,,35 29><29 .' . 25x25 17x17
9000 36x36 29x29 . 25x25 . 18x 1 8
9500 " ~;57x3730x30 .2 x2619x19
100.00 '.38><38 . 31x31 27x27 19x19
1100'040X40 -- 32x32 28x2S' .20x20
12000 42x42 34x34 29x29 21 x21
13000 43x43 35x35 31 x31 22x22
14000 45x45 37x37 32x32 22x22
15000 46x46 38x38 33x33 23x23
16000 48x48 39x39 34x34 24x24
17000 49x49 40x40 35x35 25x25
'18000 ,51x51 42x42 36x36 , 25x25
19000 52x52 43x43. 37x37 26x26
20000 . 54x54 44x44 38x38 27x27
,2 i.oo 0 55x55 , 45x45 , 39x39 . 28x28
22000. . : '57x57 46x46 40x40 '. -,' 28x28
· ,"230,0~.. .58x58 47x47 , .41x+,l 29x29
24000 5.~x59 48x48 ' 42x42~,30x30
25000 60x60 '49x49 ' 43x4330x3 ,,,It II "
NOTES: ", ''&'~,.. ~C. DO 'I""
. ., 1. FOOTING SIZES'. SHOWN ARE FOR SQUARE PADS AND ARE- BASED ON THE AREA l'O~"G\'F;TE~" ~ ~"::.
(SQUARE INCHES) REQUIRED FOR THE ,LOAD, OTHER FOOTING CONFIGURATIONS. ~ '$/...~ No. ... \'f.. ..
SUCH AS RECTAN~UlAR, MAY :B.E USED PROVIDED THE AREA (SQUARE INCHES) IS i : ENE87035 \ :
EQUAl TO OR GREATER THAN THE AREA OF THE SQUARE fOOTING SHOWN IN THE! '* : ... : * !
TABLE. FOR EXAMPLE. A 12" ><22" (288 SQ. IN.) FOOTING MAY BE USED INiJ'lACEi...: STATE i ~ i
OF A 16"xl6" (256 SQ. IN.) fOOTING. AlSO, TWO 12"x24" PADS MAY BE OS ED 'i ". .'~ ~
IN PLACE Of ONE 24"x24" PAD. PROJECTION SHAll NOT EXCEED lOP". '" i
' 2. THE FOllOWING TABLE SPECIfiES THE MAXIMUM FOOTING SIZE FOR VARIOUS ~. 11 ~,,,
FOOTING THICKNESSES. THIS TABLE IS BASED ON UNREIN fORCED FOOTINGS: REINFORC~,JON ~, ~,..",
. . FOOTINGS MAY REQUIRE A SMAlLER- THICKNESS THAN THAT USTED BUT MUST BE "'....,,"'~
DESIGNED BY A UCENSED ENGINEER. AlSo SEE SECTION 4.2.1 FOR AlTERNATNES.
FOOTING' SGl STACKED DBl .STACKED " " ' ~.. p';
T Pmax PIERS W x L BLOCKS l x W I L I "~
4" 4" 16"xl6" 16"xl6" PIER J I---L-
6" 6 1/2" 16" x24" 24" x24" ~
8" 8 1/2" 19"x2r 2rx2r' 00" TABLE 4 3
12" 13'" 24"x32" 32"x32" FOOTING 00. .
18" 19 1/ 32"x40" 40"x40" FOOTING SIZES
22
-!'~-1i;1;.~' .,
11h::"
. .li.~:k~if~
CHAPTER.S - S~~UP PROCEQURES
I
.
5.1 Hoving home to location. Make . sure th'e following items are
complet~d'before pl~cing the home:
.Tne site is properly. prepared: See Chapter 3.
,
..
.AII concrete work n~cessary to s~t~~ng the home' is finished.
.utilities are installed or available.
,.
. My trenching, for. crossover ,drain lines .or' for wheels tha1;.'
will be left in place, is c'omp'lete. . .'
.Items 'th~t could be diffi~ult .toin~tall after the' home is.
~ite~ (such '.as ancho.rs and ground mo~sture :re~arders) are" in
~eir.proper loeation~. .
..
CAUTXON: THE HOKE WEIGHS ~EVERAL TONS. USE. ADEQUATE
TEMPORARY S.U~PORT .BLOCKING~ SAFJ;:GUARD WORKERS. . GUERDON
HOlms RECOMlQ!:NDS WOOD BLOCKING. '. . . .
So
5.2 Setup Procedure I~structions.
P1ease'Read 'Carefully
. s. 2.'1 Leveling and. Blocking. It is important that these instructions
~nd precauti6ns are adhered .to.: closely if .y~u. .ar~ to. enj oy
the'.cc)1nto~able~. 'sate and' trouble f:ree home.. tbat'has been.
.designed 'and' built for you. . The followinq'..four items apply
to. th~.; set-up of all homes (sing~~.,,:,sectiori Ct.Iid mu;tti-sect.i:on
hom~~) ~ Ea~~. s~ep sh?uld .be ..cl?-eck~d~ .,!f.f ~s :i1;. is complete~.
.'.j '~e set-\lp .-crew~' should' con~i,st ,of a. mJ.nim~ of two.
. . experiencedset..;upmeinbers. .. . .
In fOllowinq the procedures below. for s,et-up, it. ,is. .
recommended that your home be installed: a's close as :poss'ible
to the'ground' as local..codes permit~ yet: still providing 'a
'crawI" space fo~ periOdic inspection. This may require that
wheels' and, t~res be removed: and .that the ground in the axle
hub. and drum area be "dug out" ~o the drums can be set lower.
1. After selecting the foundation system desired, select the
footing area and load capacity from the information
contained in Chapter 4, Foqndations, by relating the
information in Chapter 4 to the strUctural load zone for
which your home. was designed and will be set up in.
2. If the support foundation or tiedown types selected
cannot be installed when the home is in its final
position, these portions of the support foundation systcD
.
23
#
"
must'be installed before the home is positioned in its
final desired location. For example, ground anchors
required for a tiedown system normaily must be installed
before the home'~ls': plilced fn its" fInal position. "
, ,
. . '. . . ..." . ~
3. ,UPoi'i'd~livery o,~ y,o~r: new ,home" at:1d"~~fo~e,p,~acil1g",in its
final position, you should inspect both 1nterior and
exterior for possible shipment'damage. Any damage should
immediate,ly, b,~', reported to your deal~r.
4. Prior to set-up pf your home, the soil beneath the final
home .location should'be prepared as outlined on Chapter
3.
5.2'.'2 SiJiq1e 'wide set-up ,Procedure: pfer 'Foundatio'n
1. Position y~ur home in 'its proper final location.
.. . .
2,. Using an:"ad~~ate' jack'~t -:th~,h~;tCl1,,~,"'rough" level' t,lie
home.", Thi~ is only a "rough" lev~l and,notthe "final"
l~y~;t .., " ' , -, '.. '
, ,
3. Placing the~indi~idual s~pport 'foundation$'under the home
in the correct sequence is very important and should be
done as follows: Place the first lifting jaCk under the
chassis' main beam, just forward of, the front spring
shackle. LOcate the lifting j'ack'so that a support
foundation can be placed next to the 'front'spring
shackle.
4 i Position a second ,lifting jack' Under the s~e, c~assis'
main be~ just behind th~ rear sp~inq'sh~ckie.
, ,
5'. Us,ing both, jac~s unif~rmly, lift' one si<lle of, ~e, home and
'place'a support foundation '(using appropriate siz~dpiers
and footings as referenced, in"Chapj:e~, 4), next to, the '
frQn,t': '~prinq shCic~ie..' ':, ,", ':' ,', " " '
. .: . ,
6. place a' s'ecorid support foUndation' wi thin' 8 'feet of the
first or, if necessary, immediately behind the rear
,spring shackle. On: three, four or five' axle units where
these two support foundations could be further than 8
feet apart" place 'a third support' fou~dation between
axles spaced as evenly as, possible between the first two
support foundations.
7. Place one additional support f9un4at~on towards each end
of thecl1assis'; main' beam , within 2 feet' of the 'extreme
end of the home.
24
, "";'.i,: ~'," ..
;.
8. Lift the opposite side main beam as outlined above and
"rough" level by placing support .foundations directly
. opposite those placed: on.' th,e first' s'ide ~
.-
9. Complete the "~ougQ." leveling from front to rear and side
to 'side' by 'adjusting the support. foundations'as required.
'. -, . . ..
10. Evenly ,space intermediate support piers under themaln
beams so that the home is supported ,as required. . (See
Figure 4.2.)
11. Place additional 'supportsat each side of doors or
openings 4 feet wide or wider.
12. Additional support foundations are desirable under,
chassis' main beams' or floor joists where extra heavy
furniture or appliances are located.
13. Make 'a "final"'level 'adjustment 'o~ ,tl1e home using :a.. .
standard" bubble level or a manometer type level ~' Work
from' front, to 'rear and' side to side to 'obtain "fina~tl'
level conditions throughout .the home. Each individual
support foundation should be snug and in contact with the
home~ . .
14. Thetiedown system must be connected. as discussed.in'
Section 5.4 of these instructions, and in accordance with
the instrUctions of the 'tiedown and anchor manufacturer.
15. In the event of a slight settlement .any time after the.
initial installation, releveling can be accomplished by
fOllowing the procedures detailed above for "'final"'
I eve l.ing .' . . ,
)
" .
16. Inst~ll all, light shad~:s' and ligh.tff?Ctur~s as ileed:~(t..
'., ..... .'. ." . . :.... '. -'. ..' '.
17. Connect and...test.util'ity ,systems"'re1.~ctrical, 'water,"
drain lines and gas lines, . a's appl1'cabl=e)" as detailed in
Chapter 8. '(This is a retailer/set-up contrac~or
responsibility.)' ,
18. Check'and adjust the entire home for items' which 'may have
become misaligned in transit or during set~up, such as
the-fOllowing:
a.' Adjust passage doors to close easily with proper
alignment. .
b.Realign cabinet doors.
c. Adjust drawers to'open and close easily.
d.'Adjust cioset doors, aligned and square with walls.
e. Adjust exterior doors to close easily and be square
with frame, and to lock and unlock easily.
f. Adjust all windows to open and shut easily.
:
25
...
g. Adjust drapes to operate easily and completely close.
h. Recaulk over the top of all windows and doors and other
seams as necessary. '.
i. Retack any loose moldings., panel connections, and trim.
j. Retighten Up" trap fittings.
. .
0" ...
19..0n.some'models, it may have been necessary to ship loose
appYiance Vent pip~ng to aSSure the pipe's safe
transportation to the final site~' ",Check all applianoes
to 'confirm'that all venting is 'ins~alled per the
app~iance .installation instructions.
20. Install.and/or .connect all 'other parts and items shipped
loose with 'the home.
21. CQnduct final.clean-up.operation in the home.
, .
22. Your Guerdon Home is ready for occupancy.
5.2 . 3 Xul t:Lvi4e 8et-:up proae4ure I . pier Poundation
. 1. strip all' pla'stic anci, wood b~aces from both units
(weather proof, coveriQ-g arid temporary supports).. Be sure
al~ exposed nails and staples are removed~
2. position. one-half (usually the 'heaviest half) of the home
in'its proper final location.
3. "Rough" level this half of your home' as outlined in steps
2 through 12 of the Single wide set-up Procedures. (See
Figure 4.3 for spacing and location of individual support'
'piers ~ )
. ,
4. Place an additional support foundation under the floor
.rim'joist a~ each ridge beam column loca.tion (See Figures
4. 4 and, 4. 5) .' . '
5. On;. modeis with the heat duct crossover in the floor or in
the 'ceiling, check the mating gasket for proper a~ignment
and installation~
6." Once the first half of the home is in place, a strip of
$ill~seal.insuiation should.be attached per Figure 5.'1 to
the marriage joint of the first half. 'The sill-seal
insulation will fill any gaps between the two halves of
the home ,and help prevent air infiltration. (Sill-seal
provided by others.)
7. Position second unit along side the first unit being
careful not to jar the first unit. ApproximatelY six
inches or less should separate the floors. Bringthetwo
floors together using jacks or similar devices.. Draw the
26
floors together tight (at this stage the ceiling'will
usually be' open at'the center). "
!'
8. LOo$ely' attach "the"flbors together, (See Figure ,5.2)'. '
Predrill holes in the, floor', rim joist. and, insert:~tJ1e lag
screws~' OO"'not fully'ti-ghten. ,(The optional methods " "
shown;in Figures":'5.3',: 5"4 and 5~5may, be: used, but are in
addition to,! Figure 5.'2. )" . , '
, ,
,". .'
).
" .
, '
9. Starting with the "inside main beam, :rough level .the"
second floor as detailed in the Single Wide Set-up
Procedure:i':::'Steps;"2 'through :"11 V"".; ;': ,: ',,;, :" .. ' ,~ ,~~, c '> "J,
i-'.~.i.:.!::: ...~1...~.,...: ;-.!.!.!: 4~:<7'"..:":.'\' ~'.-:- '~"'f..;': .,- ':"~"'" ":.- '.,.:-:": .:-.,....
..
10. Close"the gap' in:the "center of the 'ridge ,beam ,'halves by
raising the outside of the second lUlit. Connect .the top
of the ridge beam ,using,orie' of 'the', methods shoWn in '
F iqures 5. 6, 5'. 7 or 5.8. It may be necessary to adj'ust
the ceiling joint flush before installing the
connections. : A 'jack and tee is used ,to raise whichever
,ceiling, is low. Start 'in-the front and work through the
home to the rear. On homes which have ridgebeam 'column'
supports in 'only one half, t~e ridge beams must be. bolted
together at each ,colUmn location. See Figure 5.12 for
quantity and location.
11. Tighten the lag screws to securely' fasten the floors
together.
,12. Make a final level adjustment of the home using ,a
standard bubble level or a manometer type level. Work ,
from front to rear 'and side .toside to obtain finaL level
conditions "throughout 'the home. " Each individual :support
foundation'shOUld be:snuq and in contact with'~e home~
13. a. On metal 'roof h01iie~, 'install the. ,;r:o~f 'cap with:>sealan,t
tape along; each side (See FicjUre ,.5.8) '~ Qverlap:~ " _" '
approximately.two or th~ee:inches'using sealant tape
between sections. ..Screw roof cap along each side"at
three" inches on center. Screw cap sectio:ps together, ,at
overlap two inches on center. Seal 'along both sides of
roof cap, overlapping joints and all exposed screws
with rciaf,coating~ . Check entire roof and 'roof':jacks.
If io'doubt, apply 'roof coating. Install eXterior,
finish pieces on the front and rear of the home to
finish the center joint.
b. On shingle roof homes, install two layers of 15' felt
along the length of the home's ridge line and tack in
place. The felt layers are 'to be overlapped 4" at each
seam, with the top layer seams offset a minimum of 48"
from the bottom seams. Install' the top courses of
Shingles on each half with 4 shingle nails, positioned
So
-
..
~
!I
27
5 S/-6'!above ..the butt "and nQt in.orabove the :s.elf-.
sea,ling strip. The nails are to. be .pl~ced:as. :.required
by the instructions on the shingle bundle wr~pper:.. Cut
the ta~s. off...:ot.. the,. fJhingl.es.:;;to' .be.: used.:-.,for;the::rJ,dqe
cap. Bend the shinql~ ,lenqthwise so.as to:have.an ..
equal .exposure on .each '.half...of..:the .ri(,ige. ,Begin at '
either end of :.. the "xidqe . and lay the shlnq1e. :over the
top edge and secure it on each. side wit:h,a'nail located
5 1/2 from the exposed end and 1" .up from the. e.dge.
Lay the 'succeeding shinqles so.'.as..toexpose 5".
. '.
. .
NOTB: In cold weather, waQl.~.t.he,-'shingle.s ~ef~re .:.
bending. them; field' installed .: shingles and ridge caps
must be'.hand . tabbed, using aD apprQved tar and:.sealer.
.
14. Connect:gas line flex 'CODnecto~ '(crossover').wtie1:~
appl'icable. . (See Fiqure 8.19.)' .
15. Connect, ~lectrical .cros$.ov.er' as ;required with th~
material provided. (,See.Figures,..8.15.')" '.
. : ~ .
;.";. .~ '. .:~' ;. .... .;. . :-: .. ..r.... :, . t.._:, . . .' . . : ~
16. Connect .duct crossov.~r..'. 'Flexible' qrossover mu.st be
supported so that it does not. rest on the ground. (see
Fi.qure 5.9.)
17. Connect waste line crOssover'where applicable.
18. Connect hot and cold water line crossover connectors
where applicable.
19. The .tiedown, system. must be connected . as discussed .in
Section. 5.3 of .th~s'e .instructions, and in. acco~dance. with
the instructions .of the .tiedown'and.anchor manufacturer.
'-". '..... .......
'20.
.l:n.tb~ ~ve,nt. of a. sligbt, s~tt~emeJlt. any:: time a(te;r,-..;i~~' .
initi~l instal'la~ion, releveling. .c~. ::~e accPmP,li$heq. 1;>>y .
~ollow1ng the procedures Qetail~d 'above t9r ~final~
1 eve 1 inq,,!:. '.' '.. . ....
21. Install cq.l light shades and .light. fixtures. as: needed.
. ". <. ~."!. .. .... .. ... ..
. . t.".'" .
22. Connect and test utility systems (electrical, wat~r,
drain lines. and gas lines, .as applicable) as det~iled J,n.
Chapter 8. .
-23. In~tall the ridge beam molding over the center joint in
the ceiling.
24. Install carpet, carpet padding and molding where
applicable.
28
':l<':
25. . Check andadj"Ust. :thee'nti~~' ':home for: :i tems. wh~"n' may have
become' misaligned in' transit 'or durin<l setloo.Up, ;'such as
th~!~f.ollowinq:', ',',: . .;: ~.....- ......:.. . .:~.:
,.... "a .~~.~~l=e~~~'S~.?E!L:d~b~~.:'~~,':'~I~~~-: ~~~i~~:: W~~,~;;~i:~~~r
.' b~'R~al'i9n ~abihet':do6rs.~; ':':~"'-" .;: .;. ,1:....<.. : ,"J. :..
'o'."Adjust a:tawers't.o;:~bpeh:' and' close:easilY"~::' .. ;: .;:. .
d. Adjust closet doors,' aligned and square with walls.
e. A~just exterior doo~s to..cJ-ose easiiy and be'. s@are
"wit.l1' trame';' ana.:to lock:'-and',un1"<)ck easlly'~:",,):;,-.;"..
f.Adjust. all windows.:to open and:'shut easily. ' .--:
'9.' 'Adjust drapes;'l:o oper~te"eas~lr~"8J1d c~mpletel:y<"olose.
:""':h:.'.Re~aulk:" ove'r...tbe.-.t~J?' of:'all . windows ~nd:.dQor~i'/~nd other
seams as necessary.~ .., .,', .. . "..~ .; ;r...
i. Retack any loose moldings, panel cQnnections, apd t~im.
j. Retighten. "Il" trap fittIngs. . ',:: .:;, ',: ;" .' ;"'-;" ::;..~ '., ..'
26. on'some models, ,it ~ay have 'been ne~essary to'ship loose
appll:ance .ve1'i:t' p~pi~9.to"~s~ure-:~the. ~ipei:;'-safe' . :','
transportation to ~e~fina~ site~ Check'al1 appliances.
to confirm that all"venting '1's installed" per the
appliance installation. instructions'. ..'
27.' 'Insta'll' and/or conneot a1l' othe'r parts and items shipped
loose with the home~ :
28. Conduct final clea~-~p.operatio.n in the 'home.
29. Your Guerdon Home is ready for occupancy.
5.3'
Ancboring Instructions. . After . blocking and'. leveling I the
Instal1er. sl)ould .secure .~e 'J:l~m~,;clq8:inst 1:h:e wind.'
; ". -. ~. ":: '. . . .. . :'. -.' .: ..~ ." -:'. : .. ". ~ :", ..:.. j" .
I..
5.3.1 HUmber' of"1oaationof ancbors." . Select..the'nUmber and
locat.ion....bf' .straps . arid' -anCl)ors '~r()ii1" _ithe, chart'i:'and- diagram of '
the:'appropria6!"Figure S':10.:.'.'"iJs'e 'only l-:is'€e.d"and 'appr~ved
ground :anchors capable of 1:esistiilg.at' -ieas1: the. 'mihimum
loads given in the chart- for the method you seledt~ '.
5.'3.2 Installation of ancbors." . Install-the anchors 'at the'
locations selected' from : the'.' appropriate Figure. 5.10.' .,
following. . the anchor manufacturer' s . instructton~. Install
dOuble-head anchors at all over-the-roof~tie locations. Line
up the shaft of each anchor with its strap (see appropriate
Figure 5.11.). When connecting more. than one strap to.a
single anchor, line'up the:shaft of each 'anchor.~ten'the
calculated resultant of combined f~rces (see appropriate
Figure 5.11.). You may want to consult a registered.
prOfessional or structural engineer to determine the correct
angles for the anchors. .
29
5.3.3
strap Tenstoninq. If YQur home.is re~eveled at someqate
after t.he ).n~~ia~ :teIlsiol1.ing 'oe '..tl}~ an<?~~~i~9 ;str.aps, the
straps should be r~tensioned as ~peci.fied. ,J"n ,..1:ne .anchor
manufacturer's installation instructions.. .,::Straps '.must be
inspecte;C:l periodically to assure that prop~r'~'tension is
provided il) each strap. . I~ I?~r~p~...;a~~:.~found :1;0.. b~ loose,
then re~~l)sionj,ng. Qf : the .'. s~i;-aps. shg~ld. be p~rformed. .
5.3.4
- . .. ",.... :'. .... "~' .' . . I '. .... ., '. . . I: 4,'
Optionai . ov~r-the-itqo~.. 8t.r~p's. . . Op~ional . ov~~~~e-roof straps
may be used to. provide ~dditional..stability..for single-
. sect~c;>>n' homes., . .above;,and.'beyond t;1ia1;. from the: mandatory frame
..~i;~:-downs. for W1:nd'~ Zone 1.. straps . and anchors. should be
installed per:' Figures 5'.10, ~111d. S ~ :L1. . .
Severe ,:cllmatic ~i)~c1iti~~s.
'." ..... I' . _ .
5.3.5
5::.:~.~:$..1 I're~~~nq ~;L~Dlates.., . B.e sure .ancbor augers ar~'
'. "',-:-- in~t:all~~; 'b~.l:~~ .the..'~.r~,l;t li,ne., '.~ring r.periQds of
'. ~"'. ~r~s~ :heay~y. J>e.,prep~r.ed. to adjust .~ension on the
, ,", ~~tz:ap.s . .t9.. ,.;t~lc~ ;~p' slac~... .:' .
5.3.5..2
. ~"'.: .' . . ." ,". '. .", .
Se~ere'. wlridzones. .Guerdon. Homes does not recommend
installing your home 'in an area knoWn.~o experience.
severe winds, or in any zone that requires greater
wlnq":",,resisting.capabilities than those for which it
was designed (see data plate).
5.3.5.3 Flood-prone area8~ . Guerdon Homes does .not recommend
siting manufactured homes in flOOd-prone areas.
Foundation.co~sider.a~ions ar~ discusse4 .in section
." 4.4...1 app .th,e., F~ 'do,cUmEmt. referenced ~n paraqraph
4.5.4. Unconventional 'anchorage and tie-down often
. .,. .: are .needed.. in d~siqning and constructing. the'. spe.c:ial
..' el~vated fqunda~ipns '~p~~.maybe 'r~~~red in'flood-
prone areas. ". Consul-t :,a .registered ..professional or
. ." structur.al. en9~neer.. . :. . .
5.4 Installation or on-site~ttached structures. Design all.
attached buildings and structures to :support all of their own
.live and dead. lQads, .cind.-.to.'.have .fire separation as .required
by. s1;ate or local ,or~inances.' .
. . .
5.4.1 szp'inding rooms.. See specific instructions and: illustrations
included with your home. .
5.4.2 Attached.qaraqes. Attached garages must be installed
according to the manufacturer's instructions. and to all
applicable local codes. They must be supported independently
30
;;~);r ~.t'<tl, ?~ t
"
1'( l~
.,;.
of the' 'factoi:Y~btiilt portion' of-'the home. - "'Electric~l".:' .'
circults.ingarages shou~d be provided'with 'ground 'fault .
interrupt;ldn. :fSee spec?i.fic instructions ~nd illustrat;;~ori~
included':with':y6ur-llome~:1;.. .:.. .... . ,., .' ,;,., :., ....'. lV:.)t:.::'J, :'..
~ '. . ,. ... - I
..
r.
5.4.3 Porches.' site-constructed porches must be constructed !:and .
inspected according.to applicable local building codes;
5.4.4 S~~~s, stairways and landings. steps, s~airways and landings
must"be constructed and inspected accord1.ng to applicable
le<?~l. b~!lding . ,codes.
5.5
Skirting. 'Skirting installed around the home should have
n~mclosing"vents located at or neal; 'each c9mer and as high
as. possible to cross-ventilate the"entire..space under, the. <,:'
home. 'V~~t: f~~e ,area ~~ould be equal ,to. at least on~., squC!lre
foot ..fC?:r;~~'e:yery ~1.~C? ~quar.e ~eet of the ,home"s f100r 'area, and
this at.:ea sh'OQ.ld 'be further increased when',:insect',sc'reens,
slats; ':etc. '~are:used over the open vent :a,re,a.: In 'freezing
climates, install, skirting so as to, .acco1DDi6date 'l~2 ':inches of
f;.ost heave upl1ft:to 'prevent buckling of floors. Take care
that' r~inwater'6annot be channeled or trapped between tne
skirtln9'and siding.'. .
. .
~
.
,
31
I .
\ - ~
':
"-
I
---
~-,. I
..:. .,:-'~:!
'. ':'.
"
GUERDON HOMES
. .
)~JI~.o. ~ONE I (15 PSF' lATERAL)"
'T. fIWC 1l[-DOWN SHOULD lIE: IGW1ED TO PROPERLY
SEaJRE lHt: HOME.' ;'.'
2. CMJI-lHE-ItOOF lIES All[ NOT REQUIRED WITH f'IlCf'fRLY
SPJaD. lID ~ fIWC 1lEJ)OWHS. ttOWMJt. W CMJl-
1M[-IlOOf llOlOWNS' NE IlS:lIllRO). Bt 1M[ ~ .uI&SDlCJlOH.
,bIf.Y MAY' IE lN$W1EDo , "
3;' CMR-'H~ lIES (WHEN' IlS:lUlllOlk:l It m:uRfJ)
10 ntE SNlE CROUND ANCHoRs ~ 1M[ 1ImOWNS.
4. FIWIE 1lEDOWNS NlD N<<:HORS ,. NOT SUPPUED Bt
,CUERIlOH ItOtlES. :'
5. CM:R-lHE-IlOOf' ,SIIW'S ~ IlS:llMED) ,. SUPPlJED
fit CUERIlClN ttOIolEX ANCHClItS NfO END 1RE'A'NOIIS .
. ME TO lIE SUPPlJED' 8'f 0lH0lS. .
, L GIlOUNO NOlOfl$ NID FJW.IE lIES SHAU. IE: CW'...u: OF
ItBISIlMO A lDtSU',l.OAD OF 4725 POUNOS NID All[ to lIE
IN$fJoU!D HIt tHE AWlUFACIUROt"S INSI'AI..IA1ION lN$I1lUCIION$.
BUf ,. NOT 10 EXIE)Cl IIE'roHD 1M: SIOE.WAI.1. OF 1M: HOU(.
7. $lED. NIOtORIlC [QUII>YOlI' EXPOSED 10 1HE Wf:A1HER
SIWl.IE: PIlI'JIECTED WITH A'1 LEAST lI.3O DZ. OF ZINC POt
SQl.WtE fOOT OF stm.:
., ,1'UCDIOf1' ()If fMAMC 1lOlOWN SIlW"S -'NO NQtClIlS .........
, lIE OfFSD', UP to fOUR f'EE1' TO AllOW AUCHWOO wmt CMR-
M-llOOF Sl'IW'S J>RlMDO) tlO oa:RfASE IN lHE TOTAL.
......1IOt OF FJW.IE 1lEDOWtlS R!SUI.1S.
t.' D€SICH 8\SED ON, 88 Itr !-BEAIl SP.-aNC N<<l A WAXWlIII
SIllEWAU.',ttEICKf OF r-c'.
10. AHCHORS SHOULD BE camFIED FOR THESE COHOOlONS fit
A PROfESSIOfW. ENClllEER. ARCHITECI' OR A NAlIONAU.Y
IlECOCNIZO) lESlING I.A8ORATOR'f AS TO ,1HEIIt RESISTAHCE.
IlA5ED OH.. THE 'IHSTAU.ED -'NCLE OF owaw.. lIE NIlJ/OR
\'ER'IlCAl lIf: UlADIHO -'ND NlCLE OF NlCtlOR. INSTAUAlloII. AHO
'hP(. OF' SOl. IN WHlCH ntE NCHOIt IS TO It IHSW1m:
11. GROUND ANCHORS SHOULD BE: EII8OlOm ea.ow ntE fROS1'
UNE.-HI) BE: loT I.EAST 1:t ISNE lHE WAlER TABU: NfO
12. CROUND ANCHORS SHOULD BE: lHSTAU.ED TO lHEIt flU.
DEPnf. HID SI'A8IUZEJt PlATES SHOIJU) BE: lHSTAU.ED TO
PROVIDE ADOED RfSISfANC[ TO 0YDmIRHlNC OR' SlJOlNC
t3. N<<:HORIHO [QUIPIISf1' SHOW) BE aRTlFIm l1t'A
1IfllI:j10la) ~ fHCINEER OR NlCHI1ECI'.TO RESIST
neE SPECIfIfD ~ IN ~ WITH TESnNC
PIlOCEllURB IN ASJW' STAHtWlO SP(QfJCAllOH D3S1J-tl.
STNlllARD SPEaf'lCAlIOH fOR SJIW'PlHC. flAT $lED. AHD srAI.S.
14. STRAPPINC TO Bt 1YPE: t, FINISH 8. CRACE 1 STEa
STRN'PlNc, 1-1/4-' WIDE AND .D35 \HCHES \H lHlCICNESS.
CER'IlfIEl) Bt " REClSlERm PROfESSIONAl.. ENCJNaR OR
MCHl1'EC1' Its CONFORWIHC WIlH ASlU STAHDAAO SPECIFlCA
l1OH, 03953-ln, -STNlDAAO SPEtlflC41lON FOR SJJW'PIHC.
flAT SlED.. AHD srALs-.
"
1IQlOWNS
"
. ~,
REAR 'llEDOWH1 1EDOWM SP~
r-{f' IoWC f'[Jt QWfr
'llEIlOWN SPAaIlG
f'[Jt QWfr
'NIlOWII SP~
.1'fJl QWfr
1lfJlOWN SP~
I'fJl QWfr ..... I 7."
~..
'IICOWH SPIOHG
.1'fJl QWfr
l.4
III
~
Tl'PICAl SIDE' EL.E.VAnON ,SHoWING nEDOWN SPACINGS
1 SEP 1 1996 "
1 JAN' 3 1997'
REF CALC NO 1 NOV 24 1997
Mll-1Itf:-flDClf'
$l'lW"S
('IIHOl REIIUIIlED)
. ... .- IOCLPlD IlIPllt Off ..-
f ~1 ..~~~S~~G nEDOWNS
.~.RE\,ISED, 1:. '
:~ NOV 241997 @ . '.
~ .. , .~"
"e\W,u ....i1. . J:::;:1' FIGURE 5,10 " .
,_I Cun.~' :.A~' . RECOMMENDED nEDOWN SYSTEM
, AIle! S-Cct)'S. "
. . ". ".,. ':~i . .
fRAME TlEDOWN SPACING CHART
flOOR FAVE llEDOWH' /oW( ..
, 'W10lH OVEJUMC SPAClHC PIER HfICHT
13..... SlNCLE ..12"' MAX 10'-0" 42"
15'-6" SINClJ: ',t2" MAX '0'-0" U-
1S'-'et' SIN ,~ MAX 10'-0" fd'
"s.-rJ' '16" MAX 10'-0" 42'
31~~ ' 16" /oW( 10'-0" . 5%"
::.:.
:p
:11
II
;.1
1.[
ill
Ii'
,I
I ~
111
I
I
I"
Ii
:. ..
.-
. WIND ZONE 2 (100 MPH)
FIGURE 5.10.1 RECOMMENDED TIEOOWN SYSTEM
TYPICAL SIDE ELEVATION !?HOWING TIEDOWN SPACINGS
2'-Cf MAX
lIEDOWN SPACiNG
PER CHART
lIEOOWH SPACING,
PER CHART
lIEOOWH SPACING
PER CHART
2'-cf MAX
TIEDOWN SPACING
PER . CHART
W
\D
, ...
"
1. F'RAMt TIt-DOWN SHOIJ(D 8t INSTAlLEO TO PROPERLY
SECURE THE HOME. .
2. ~ TIES m. RtOUlMD IN AOOITlON TO' RtAME TIEOOWHS.
3. ~ TIES MAY&( SECURED TO THE SAMt CROUNO ANCHOR
AS M nw.ct liEDOWNS WHOI DOUlllJ: HfN)[I) NfCMOR IS
CAPA8I.! ~ RtSlS1INO COM8INm LOAOINC. WHEN ANCHORS ARE
NOT INSTALtm -AT THE ,AHCl.E. SPECIFIED IN M. TABU: A
STA!lIUZER PLATE. . MUSTo BE IHSTAUED IN ACCOfll7ANCE, WlTI1
.AHCHOft MANUf'N:n1RER'$ lNSTRUCTlON$.
4. 'FJWIE llmOWNS .Nfl) ~ ARE NOT SUPPl!EO BY
'C~.HO"'ES.. '.. . .
. $,.~' TIt STfW>S AItt SUPPlJ[O BY CUEIlOOH HOMES.
. . , ANCHORS AND END TREATMENTS ARE TO BE SUPPUEO BY OTHERS.
II, CIlQUND '~HORS AND FRAME liES S~ BE CAPABLE or
RESI$TINO.AH ULTIMATE TEHSlON LOAD .OF. 4725111 ARE TO 8E
INSTAUm PER THE IotANUF'ICI\JRER'S 1NST~1lON INSTRUCTIONS.
BUT m. . NOT TO EXTEHO 8E'I'ONO THE SIlEW1U. OF THE HOME.
7. STUL ANCHORINC EQUlPMOIT El(POS[I) TO M WEATHER
S~ BE PftOTECTEO WITH AT LEAST 0.30 OZ. OF' ZINC PER
SOUAM: F'OOT OF' STEEl..
a. DESICN BASED ON 99-1/2" I-BEAM SPACINC AND A MAXII.lUI.l
SIDEWALL HElCHT OF' 7'-~. .
9. LONCITUOtNAL liES ARE INSTALLED JUST INSIDE I-BEAMS AT
CROSSMtMBERS'1N ACCORDANCE WITH THE TABLE AND NOTES
4. a. AND 7.
10. FRAME nEOOwNS ARE POST1T1ONED AT CROS$IolEMBER
LOCA'TlONS CW1THIN 3") WHEN STIW' CONES 0" BOTTOI.l F'lANCE
OF' 8fAAI wfn.t N>PfIdoIm 8UCI<LE OR LOOP.
11. ANCHOftS'$HOUU) BE camnm tOR THEStCONOlTlONS BY
A r-ftOf!SSlOriAL EHGlNEEft. ARCHITECT Oft A *1lONALLY
.RECOCNIZED TESTlNC.l.JBOftATOft'( AS TO tta ftESlSTANCE.
IlASEDON THE INSTALLED ANCl..E OF' OIACONAL lIE AND/OR
VER1ICAI. lIE ~ AND NfCl.E. OF' N<<:HOR lNST~noN. AND
TYPE or SOIL IN. WHICH TME ANCHOR' IS TO BE INSTALLED:
12; GROUND NfCHORS' SHOULD BE EMBEDOED 8E1DW THE F'ROST
lINE RIO BE AT. WST It' 1IKNE THE WATER TABLE.AND
13: CROUND ANCHORS SHOULD B! INSTALLED TO THEIR F'Ull
DEPTH.' mil STAllIUZER PlATES SHOULD. BE INSTAUm. TO
PRCMDE AOOEO RES1ST~.TO OYERTURNIHG Oft SUOlNG F'ORCES.
14. .ANCHORINC" EQUlPNtNT stlOUL.D BE CER1lFIED If( A
RECIsttRED:'PRClF'ES$IOHAL DlClNEER.OR 'MCtlI1D:T TO RESIST
THESE~IFORcEs 1M JCCiOflONlCt-WITH TESTINO '.
PROCEDURES..IN ASTN STNfOMD SPEClFICA110H 0393-91;'
STNfOMD .SPECIFICAllON FOR'. STRAPPINC7, nAT STUL AND' SEALS.
T5.:GRClUNO NOfORS'TO BE.,RATED.tOR ~.TAllUI.ATEO IN
CHARJ$.nMtS U wm FACTOR .OR.-\JLTIWJE ~ OF' 47251
WHICHEVER IS CREATER. .' .
18. STRAPPiNC TO BY .rrPE 1. lINISH I. 0N00E i STEEL
STRAPPlNO, 1-1/4". WIDE 'AND..035 ~. IN THICICHESS.
CERm'IEO. If( A AEClSfDlED.PftOftsSlOHAL'.EHCMDt.OR
ARCtfITECT AS CONF:ORM1NC WItH ASTIol STAHlJNlO SPEClf'ICA-
liON 03953-91. oSTANDARO SPEC1F'lCATION F'OR STRAPPINC.
F'lAT STEEL AND SEAlS". .
k~';'_
FRAME T1EOOWN SPACIN.G' CHART
EAVE WINO ZONE 2
OVERHANG SPACING DBL HEAD LOAD ANCHOR ANGLE
SEE NOTE 10
\
""'''11'",,,
...." ...\ C. DO,c:. 'I, FLOOR
.... O~\....oo''''''. "'O..to.. '.... VtIDTH
,:; "S ...;:~"tIFIC;;",,~ ~
S ...(.)~ ~.. ~
: No.OO4 _:\ - . S "',
. . -
: .
:. .. $11. . ..; " - .J j.
\~\o;~6Fi~..)~I:?~~t/'h,~.. : ::.' .-
.... ~... '.. ... !'li' . ..... ..'
. '.." 'u'~"".. ~ ~: '., . ". . .
"'i<:'ffEO~ ."...~ .
",,,....,,,,
1 2" MAX
SO MAX'
8' -(/'
S'-Cf
31$0'-
31S01
&0"
,eo"
2
2
. as
a1.
TYPICAL SIDE ELEVATION SHOWINC :TIEDOWN SPACINGS
2'-<1' WAx
T1tIlOWli SPACING
PER CHART
1'IEDOWII SPAClHO I' 1'IEDOWII SPAClHO
PER CIWlT PER CHART
'IItDOWN SPACING
PER CHART
2'-4'IMX'
.t:>
o
EAVE ','
. . 'OVER':fANC I SPACING
1:2" MAX
yo MAX'.
31 sol
31S01
$'';'8''
8''':'8''
1. ntMC lIl-oowN SMClUU) IE INSTAUm TO PllCPERL.Y
SIX:URE nc HOME.'
2. ~ 'lID 11<<. MaUIItm IN AOOlJION TO FlWIE TlEDOWNS.
3. WII'IlCllL 'lID IM\'K SUIJRED TO nc SM<< CltOUNO AHCHOll
AS nc FRMC 1IEDOWNS WMOC DOUIU HFADED MCHOR IS
CNWIt! ot flESISnNC COMelNED ~ "WHEN AHC:HOIlS foIfE
NOT. lNSTAlm'J(( 1Ht Nflll.E SPECIFIED IN 1HE TMlE A
srA8lJ%m,'P&ATE MUST lit INSTALLED IN ~ WITH
NfCHOlII MANUF'1CnIRER'S IHSI'RUCT1ONS.
'4. FltAM[TIEDOWNS Nfl) ANCHORS AM: HOT StIPPUEO BY
'GUERDON HONES.
,. WlmCAL nt STIW'S AM: SUPPUm BY CUOlOON HOMES,
ANatOR$ Nfl) END TRtANOnS ARE TO II( SUPPIJEl) BY OTHERS.
. 8. ClROUNO NoIOtOftS AND FJW.tE ntS SlW.L 8E CAPMlE or:
"'RESI$TINC AN UlTIMATE TENSION LOAD ~ 47251 . AM: TO BE
IN$WJ.ED PER tHE' MAHUF'ACTURER'$ INSTAU.AllOH lHSTRiJcnoHs.
,M ARE NOT TO EXTEND 8t't'ONO 1Ht SIDEWAU. OF tHE HOME,
7. $TEn. AHCHORINC EQUIPMENT EXPOSED TO tHE wrAlHtR
SHAlL 8t PROTtC1'ED WllH AT lEAST 0.30 OZ. OF ZINC PER
SOUAftt FOOT. OF STEEL
e. 0ESlCN BASED ON 99-I/%' I-BEAM SPACING N40 A MAXIUUU
SlOEWAU. HEICHT or 7'-8". .' .
lI, LONCITIJOINAI. ntS AM: INSTAUm JUSr INSIOE I-BEAMS AT
CftOSSMDI8EItS IN ACCOftOAHC[ -wITH THE TA8l.E N40 NOTES
4. ll. AND 7. .
10. nwc 1lEIlOWN$ AM: POSTITlOHtD AT CftOSSMDlllEft
LOCATIONS lWmtH SO) WMOC ST1W> COMES 0f'F 8OTlON fUHGE
OF &rAM wtrH N>f'Rdfm ~ OR LOOP.
II, AHOfOftS SHOllU>'.1IE CEImFlED Fat nest COHOmOHs BY
A ~ ENCIfEEft. MCHII'ECI' Oft A M1lOfW.LY
RECOGNIZED TESTIHG tA8ORA1OR'r 1$ TO 1HEIt M:SISTAHCE.
BASED ON tHE lNSTAUm AHCI.E or 0IAC0fW. _ NfO/OR
VERTDI. lit ~ NfO NfCLE. or ANCHOft 1NSTAU.A'noN. AHO
rtPE OF: SOIL IN: WHICH THE' NfCHCR IS TO IE INSWUD:
12. GROUHD ANCHORS. SHOULD BE: DlBEDDED 8ELOW THE FROST
UHf: NfO Ilt AT.lEAST 1%'. NKNE tHE.WA1Ut TAlU MO.
13. CftOUND ANCHORS..SHOULD lIE INSI'ALLED TO 1MEIR I'W.
0EPnf, MO' STA8IOZER PIATES'$HOW) 8t.INSTALLED TO
PROYlOE ADDED RESlSTNfCt TO 0YER1URNINC: Oft SUDINC F'ORCES.
14. NlCHClftlNC EQUIPMENT SIfOUU) 8E coniFlED BY A
REOlSI'ERED PROF'ESSlONAI. ~ OR AACHl1'ECT TO RESIST
1MESt SPECIFED FORCES IN 'ACCORIWICt 'liml lESTINCl
PROCEDURES IN ASTN srNfDMO SPECIFICAllOH l>3llt3-1I1.
STAHtWlD SPECIFICATION FOR' STlWIPINC. FlAT $TEn. NfO SE.t.l..S.
IS, GROUHl) ANCHORS TO 'BE RATED FOR ~ TA8UlATED IN
CHART$. TJ.IES"1.5 SAI''ET'O'ACTl)R OR UlTIMATE L~ or 47251
WHfCIfEVEIt IS ~TER.
14. SIlW'PIHO TO BY 'l"fPt 1. nHlSH .. GlWl[ 1 srtn.
ST1W'PIHO, 1-1/4' WIDE AND ~ INCHES IN ntICICNESS.
CDmFlED BY A MClS1'EIlED. PftOf'~ DtCIHEEft OR
ARCHITECT IS CONf'OllMIHO WllH ASnI STNfIWn) ~-
TlOHT>3953-91. .~SPEClF1CATION F'OR STIW'PlNC.
FV.T srtn. N40 SEAlS'. .' .
SEE. 'NOTE 10
1 EAVE I . WINO ZONE J
OVERHAHC SP...cINC. I 08L HEAD ~ I ANCHOR ANGLE
I%' MAX
31SOI.
31S01
50'
50'
$'-8"
".FlOOR rAcH' l:ND ''(5f' ANe .. FlOOR .
WIDTH EAC,:t SECTION MlN '" WIDTH.
llSO" MAX 2 &4" I S4" MAX 2 $4'
.' J 00U8Lf WlOE 00UIll[ WIDE
160" MAX 2 &4" I8$". MAX. 2 $4'
SlNCLE WlOE SINCl" -
.',
I:.
llE-OOWH S11W" NfO INCHaRlNO POsmOH
ST.&.HDAAO 1HST1LI.R1DN"" ," .
WIND 10HE I (15 PSF lJi
N>PROVED .&.HCHaR wmt
UNSlOHING HOO
N'PROVED 1lE-OOWH
S1lW'
"""ROVED
BUClCLE
1-BfN,l
PIER
SEE CHARJS. FlGURE
5.10 FOR MAXlWI.C
PIER HEJGHTS '
CROUND
f'O<JT1NC
ANClE Df
.&.HCHOR 10
, ",,' BE''I.r,SAlAE'"
".&.HGtE 1S
S1lW'
... - ",'",
llE-oOWN' Si1w>'" m) ~ pOSffiON .
lHST.-uAllOH wmf (Mft-lHE-ROOf S1JW>S
.~
fOO11HC
....-"-_Y
twiN TEHSlONlHO HOO
N'f'ROVED llE-OOWlf
S1lW'
SEE CHARTS. FIGURE
6.10 FOR w.xwuu
PIER HEJCHTS
~
I-tlE'U
PIER
CROUND
RE
E.\\/ED
Federal Mobile
Home ConstnJction
And8afcty Standards
HO'R:S:
1. OIJ!R-lHE-ftOOf 1lE-DOWH S1lW'S ME. NOT
fttQUIRID
2. NtCftOftS. 11E-DOWH S1IWS HID DEVICD 10 w.'JE
A IIlHIWM WOftIQHO "lAID" ftA1ItO OF 3'501 (CMJUmD
OF" 472SI) AHD IAUSf IE INSTALLED II ~
WItH 1HC -MAN\Jf'N1IUIIEft'S Im'AUAllON INShWcmoHS. .
3. PROlEcmoN SHALL BE PROVIDED AT SHARP CORNERS
WHERE 1HE mCHORlNO S'(S1DI REQUIRES 'tHE USE OF
ElCT'EIUW.. STRAPS OR CABlES.
..,,'
REVISED,
00' 2 4 1996
TIEDOWN
FIGURE 5.11
& ANCHORING DETAILS
41
.. ,
St~vton. OR
11E-DCMN S'I1W" NIl NtctiOftlNQ I'OStQOH
INSI'NJAtIOH wnH WRI'ICW. 1IEI
~ POStnON AT ~ t-efAl). .".:...
MOl[: lHE IlWJCIIW.; 11E IMY ~y BE: LOOPED
f'ROIoIlHE 101" OF'OOlHE CIl"f'OSnE erJM~lIE
LOQ\11ONS 1IW NOT HJGN -WI1H . "
~~HO. WItH.,.
HE'AT. CONfIHD IN lIE IlEU.Y'
WI1H ai' .JWDOtW.' S1'IW' IN It'S TAII1' POSmOH.
PIER ttaGtn' It' lMX) RIft 1HIS COfIlmOH INCl.UOES .'
DEP1H OF' " .
~
FOO11NC
N'f'ROVf1J llE-oowH
S11W"S
NaE Of" NfCHOR
10 lEAS
aHlCtFIED
UNUSS N'I'RlMD
srAaIZER PlATE
OR COUNt IS
IKSrH.LED
.)
~
"
GROUND
N'PftOYEI) NQtOR WI1H
lVllN 1tHSlOHlHC tEfoO
. ItfIEft 10 N'PROPfV.1E fIGURE 6.10_
.. IWCIIotUU. PIER HEJCHT..
NOlEt 11IS IIEtHOO IS 1LJ.DWa)" ONlY
1Iftat A COMESPOtIlIHC flQURE ll.10- IS
f'RlMOfD IRDIQ\1IHQ 'fttE PIER HEJQHf
NCD ~8IW.IIO R)ft INSWJA1ION
OF' tHE M. Iir lHE OUTSIDE 8FJM.
fOO11to
N'PR<MD lIE-oowN
SIRAP
AHCLE OF' NtCHOR'.
10 IE III ME
='As"'~
SrHIIlJZEft PlA1E
OR CCIUM ~
ftSWJ.ED
~
.........
PIER
0R0Ut4D
. IU1'R 10 N'PftOPME F1O\R ll.10_
RIt IWCIIoIW PIER HEIGH1'
ttG1D:
1. CMR-lHE-ftOOf'lIE-DOWN snwos lIfE. HOT'
~ snw-s NCD DEMCES 10 ~
A ~ M1IfO OF 31 OYERI.JW)
OF' MO wsr lIE IHSDUID IN
~ IGTHJA110H INS11WCnONS.
~ mmotC stW1. lIE PRCMDED AT stWlP COIHJtS
WIQIE 'IttE ~ mrEII AEQUIRES 1HE USE Of
IXIINW. IIIW'S OR CHUS.
4. MCHORS wsr IUO a&:r 1MUl.A1m VIWB IN .
IN FIOURE ll.10_
NO'I'E': WHEH SUCH AS DOCiR 0PEJINClS,;"
I'IlE't'EHf ICSWUlIIlIH OF 11E1 AT 1HE IMlCIMt
$fW:IfQ THIUI.A1ID ON 1.1'- lIE \'EKI1CW. 1E MoW
lIE LOOPED 1HAOUQH A 1-1 x11". SI&I: ~.1lWlICEt'
INSWJ.ED elM.lHE II01'RlU 1HE Mol M1I!lr~
="~~~faII~
0'IHEft ' uaHOO' ~ 1HE APPI\Of'flIA1I \.CW)
ftAtIfO WII' IE USED.
FIGURE 5.11.1 TIEDOWN & ANCHORING DETAILS
42
,-
:1(
.,
"
J
UNIT INSTALLATION FOR WINO RESISTANCE: FlGURE '5;.J.2:., ON-SITE . CONNECTION DET~'LS
15ct /154" F'LooR 28 ~IDE WINO ZONE II (100 MPH) '-- . .
16cr /16'" FLOO. 28 WIO€ wiNo 20NE m i ..0 "i.tPlfr 99-1/2' :l-~
t.".; .
30 CAUGE x rt WIDE MINIMUM (CALV. STEEL) CONTlNVOUS '
STRIP FULL LENGTH OF' UNIT F'ASTENED EACH SIDE OF
CENTERlINE WITH 7/10x16 GA STAPLES OR ROOFING NAlLS
AT. 2 1/1( o.e. MAXIMUM THROUGH ROOF' DECK. .AT. SPLICES
OVERLAP STRIPS 4" MINIMUM. .
ENDWALL AT CENTERlINE
#axS' SCREWS AT.~: OC,
{MAX)(MAYBE "TOED"):
VERTICAL TIES FACTORY
INSTAUEO AT REQUIRED
SPACING (SEE FlG 5.10.;...)
118x.4~ SCREWS AT 22" OC MAX
OR I 6d NAILS AT 16" OC MAX
STAGGERED SIDE TO SIDE.
","U'.""
....'" 'C. 00 . ~~~#.
. ...... o~~......... ~6~~
~""'~iIF/C'" "'"
~ ~ .,-o~' . ~~..; .~
... ~.-
: ! No.0045484. \ :.
. . } ..
_. . -
.. *: * . ..
-: ~ ... : * ~
'; ~ '. STATE OF. ..... ~
-"^".~ ~'." ~
~'~ ..~.l..O r.. ~
#. ~ ..... . ~
'#. . .' ~.;
(II 6"
-l ~~T
16d .(.135"x3 1/2") NAILS.
AT t!'. OC :o.R 1.8x~ SCREWS
A'r.16" 00 tMX' . . .'
.' .~AGGERED,:AT fLOo,R .
1 1/2"x26 GA STRAPS AT 96" OC
F'o,R . ZONES 2 .AND 3. FASTEN.ED to.
TRANSVER~E; J61s:rs WITH (11) 7/16"
x 16 GA STAPLES EACH END '
(1" PENETRATION MIN) .
"
...
Vl
NOTES: . . .
l. ANCHOR EOUIPM.ENT AND DEVICES, IN<:LUDINGSTRAPS...."o BE RATED AT 3150# (4725# ULTIMATE)... .' .
. DCUBLE HEADED ANCHCRS TO. BE RATEO. AT.. FCR THE CCMBINED lCAD AND SHCULD _ BE INSTALLED WITH STABLlLlZER PLATES.
(ULTIMATE LOAD = 1.5 TIMES THE VALUE SPECIFIED IN TABLE). '. . .
. DIAGONAL TIES TO BE INSTAlLED F'ROM INSIDE I-BEAM AT SAME; LOCATIONS AS VERTICAL TIES. . REFER TO TABl.:ES (FIGURES 5. 10._)
STARTING AT 24" FROM EACH END '(MAX OPEN END SPACING).-, '. '.' . .
. MARRIAGE WALL ANCHCRS MAYBE SINGLE HEAD WITH A 3.1506 MIN CAPACITY (4725# ULTIMATE).
BRACK ETS ARE 1 1/2" xl 1/2" x 11 GA: (MIN) STEEL ANGLE. WITH TWO (2) 7/16" DIAMETER HCLES 3/4H 'MINfMUM FRo.M EACH END
AND 2" TO. 3" IN BETWEEN HCLE CENTERS (BRACKET 'MUST BE SHIPPED WITH HCME). BRA~KET IS LAGGED TO. THE CENTERLINE
JOIST w/ (2) 5/16"x-r MIN LAGS. MAX OPENING FOR (1) BRACKET - 21'-0" FOR ZONE" AND 16'-6" Fo.R ZONE III.
MAX o.PENING F'OR (2). BRACKETS - 42'-0" tOR Zo.NE II AND. 33'-'0" FOR ZONE III. .
THE EXTERlo.R WAlL SURRo.UNDING ALL. DOORS ANO- WINDOWS HAS BEEN DESIGNED TO. ALLOW INSTAlLATlo.N OF PRo.TECTIVE Co.VERS
WHICH ARE TO. BE INSTALLED IN ACCo.RDANCE WITH THE AMERICAN PLYWOOD ASSCCIATlON'S HHURRICANE SHUTTER DESIGN" '
PUBLICATION ENTITLED "SHUTTERS F'OR WOOD. FRAME BUILDINGS". THIS PUBLICATION IS AVAILABLE THROUGH THE A.P.A.. P.O BOX
1 1700, TACOMA. WA 98411-0700 OR mOM THE MANUFACTURER OF YOUR HOME. UPON REMo.VAl OF THE SHuTTERS. THE HOLE'S IN
THE EXTERIOR SIDING MUST BE IMMEOIATELY SEAt.EO. IN ACC.'OROANCE WITH THE SIDING ,MANUFACTURER'S INSTRUCTIONS:
LOCP TIEDOWN STRAP
THRU BRACKETS INSTALLtD
PER CHART AND
ATTACH TO. ANCHOR
(s.EE NCTE 5)
ANCHCRS AT CENTERUNE REQUIRED
CNL Y AT CCLUMNS SUPPCRTING SPANS
.GREATER THAN 48"
.
WIND ZONE /I (100 MPH)
WIND ZONE III (110 MPH)
AU. SHE'MWAU. WJmcIL 1DOWN LClCAtIOHS ME IDEH1hD EJ1HER 1ft' w.RICINGS PRCPtqD ON 'M t<<lWE OR BY tOCA1IfC no l.OCAl1oN ON A
PIIHr SUPPlJED lint 1HE HOWE BY 'M IWtUFIC1\RJl ., ' .
AU. 1IDOWN snw-s NI)' CCItHCnON HMDWME wsr Ho\\f: A 3150f AU.OW.faE WORIqNC (ON) (472Sf t.U1WAlt: LOoID ....).
NOTE: H:NawL lEDOWN STRAPs ME. HOt REQURD ~ WN> ZONE L
.'
'.
. ~ ~ ATI-8FJM ClOSEST 10 FREE/'
END Of' SfttIaAU. Nfl ATTIat 10 CRCMI)
NfCHOR.
NOTE: IK.ESS HOlED ClH1tR'IIsE.
AU. GflOUtI) NtCHllRS MUSI' IE
lWED 11.....31101 HJ..OIIIaE
LQf.D (47601 WIM1E LClLfD ~
AU. CItOUtIf NtCHllRS 11 SHrM
WAU.S wsr IE ICSWUD
'e1lCAU.y ~ SHOWN.
~ .. - -. .
,.
~
FIGURE 5.13
TYPICAL SINGLE WIDE SHEARWALL TIEDOWN INSTALLATION
44
TYPICAl. SIDE ELEVATION SHOWINGTlEDOWN SPACINGS
WIND ZONE 1 (15 PSF LATERAL)
RECOMMENDED TIEDOWN SYSTEM
LONGITUDINAL TIEDOWN REQUIREMENTS
SUA-71
\,~
I
i;~*{
Ref. Calc. # 1 qctober 6, 2000
ATIACHMENT DETAIL
1: TYPICAl. ~OHOmJDI..w. I-BEAM
2: TYPICAl. f1W.CE CROSSIol[l.lBER
(1 1/2' lC 2' lC 1 1/2' lC 13 Q.I. IolIHIIolUl.A)
J: nED6WN S'11VP
4: BANDING SElL
5: CROUND ANCHOR - INSTAlLED TO F\JLL
DEPTH OF ANCHOR HEAD
i~.~,.~'f}
11:~~r. \~~:ljll t:l!~
.,:.J:!.Xl .. "r."" ~
1/8'
.,.;
// otfI';
"',"" -?
/ / .; ..? / /--;:r'
/.;'; p"": // v'
/ ~ . / /
,~ ;-P // /
Ir~ // //
II 4& DEGREE ANCL! / / / /
II // //~.; I.IIN. 12 CA STEt\.
(0.105' lliK)
II (AST).{ ,AJ6 MIN.)
11 /
11 //
11//
k .-
<'.Jls:~;
4
Federal Mobile
Home construction
~ <
OCi 6 2000
SWIVEL TYPE BRACKET
SIrE INST.4llED AND
PRCMDEO B'l' OlliERS
WI S/8' CRADE S
Bb~T ,
SilW' PROn:CTION AT
SHAAP EDGES W,V BE
I-CCOIfPUSHED WIlli A F\.OOR WIDTH
3' ~ONO PIECE OF
HURRICANE ST1W'PING 28'-8' DOUBL! WIDE
~OOPED IN SLOT .
BEFORE iHE TIE DOWN
SilW'
ROOF' S~OPE HOT INO 20 DEGREES
DOUBL! WIDE UNITS
(~TtRtv.TE Wnli B~OCK PIERS')
. .
.1. SEE' O'IliER DRAWINGS FOR fIW,lE lIEDOWH REQUIREUENTS.
THIS DEI'.ijL IS FOR LONGI1\JD1N.Il. lIEDOWH DESIGN ONI."(I"
2. WHEN ANCHORS ARE NOT INSTN.LED #3 lHE ANGl! SPEClflEO
IN iHE'TABLE A STABIUZER PlATE wsr BE INSTN.LED IN
.a.ccoROAHCE WIn-I ANCHOR WHUFAC1IJRER'S IHSTRUcmoHS.
3. LONGI1\JDI~ l1EDOWNS AND ANCHORS ME HOT SUPPUEO
4. GROUND ANCtlORS AND FfWoIE l1ES StWl. BE CAP~LE OF
RESlS1\NO AN ULl1W.TE TENSION' L().tD OF 472S1 ~ Mt TO BE
INSTAllED PER iHE WHUFAC1IJREKS JNSr~l1bN INSTRUctiONS.
BUT ME NOT TO EXTtND BEYOND lHE S1DEW-'I.l. OF lHE HOME.
S. mn ANCHORlNO EQUIPMENT EXPOSED TO ~E wtAlHER
Sw.u. BE PROTECTED WITH AT LEAST 0.30 OZ. Of' ZlNO PER
SQUAAE FOOT OF' sm:v
e. OE$lqN BASED ON A loIAXlMUM SIDEW-'I.l. HElOHT OF ;:-0. AND
99 1/2 I-B[..IJ.l SP,t,ClHO.
7, RESER'r'ED. . .
a. ANCHORS SH.lJJ. BE CERllFlED FOR ~ESE CONomONS BY
A PROFUSlo..w. ENOINEER!. .~CHm:CT OR A HA110HAU.Y
RECOONIZED TESTlNO LASOMTOR'f I>S TO lHElR RESlST'NolOE,
IWlED ON nlt INST..uEO ANOLt or DWJOtW. lit #.NO/OR.
VERTICAl. liE L(),l.[)INO AND ANGLE OF #.NCHOR IHST~'nOH. #.NO
TYPE Of' SOIL IN WHICH' ~E ANCHOR IS TO BE INST'AL1.EDI.
9. GROUND ANCHORSS~ BE EUBEODED BElOW lHE FROST
UNE AND BE AT L.EAST 12 ~rNE lHt WATER TABLE AND
10. GROUND ANCHORS. Sl-W.I. BE INST'mED TO ~EIR ruu.
DEPTH. AND STABIUZER PLATES StWl. BE lNST'mED TO
PROVIDE ADDED RESISTANCE TO CMR1\lRHINO OR SWDIHO FORCES.
STABIUZER PLATtS Mt HOT REQUIRED WHSol ANCHORS ME
INST..u.m AT SPEClFlED ANGLE.
11. ANCHORlNO EQUIPMENT StWl. BE OERnflED BY ,..
RECI$TiRED PRO~IONAl. ENGINEER OR MCHm:CT TO RESIST'
nlESE SPECIFlED FORCES IN ACCORDANCE WITH TESlIHG .
PROCEDURES IN ~ STANDARD SPECIflC,I.l1OH 03583-81. .
STANDARD SPECIF1c.&.110N FOR STRAPPING. flAT STEEl. AND SULS.
12. STlWPIHO T9 BY T'l'PE' 1 FlNISH B OIWlE 1 STEEl.
STlW'PIHO. 1-1[40 WlDt AND' .035 INcHES IN ~leKHESS.
CDmF\ED B'l' A REGISTERED PROftSSlOWJ. DlOINEER OR
AACHlTEC1' ~ CONFORI.lINO wmf ASN ST'ANDAAD SPEClFle.t.-
nON 039S3-91. "STAN9AAD SPECIflCA110N FOR STRAPPINO.
FUT srm. AND St&l.$ . .
, '
'\
ROOF SLOPE HOT EXCEEDIHG 20 DEGREES
NO (REStRIctiON I>S TO PIER T'l'PE OR HEIGliT'
EXCEPT AS UMITtO BY OTHER DET~I.S)
MIHIMUl,l UNrr LEHOiH
SINOL! STACK DOUBLE STACK
NUl.ABER OF
LONOmJDI..w. TIEl!
(TOTAL EACH END) f\.OOR WlDnl
o 1 so. DOUBlE WIDE-
2
MINIMUM QUAHTTTY MINIMUM STRAP
EACH END OF ANOLE .
E1.CH SEenOH (DEGREES)
2 36
48'-0'
62'-0'
32'-0'
32'-0'
... .
, FOR USE IN ~ T~l.E:
SINGLE STol.CK BLOCK PIERS · 28' IoW(IMUl.A HElClHT
DOUBLE STACK BLOCK PIERS · 82' IoW(IMUM HEJOHT
MINIMUM ANGLE OF' STRAP · 40 OEOREES.
'i.lAV REDUCE TO 0 OR 1
I.ONCmJOIHAL lIE PER
IW.f' WIn-I PIER RESTRICT1OH$
PER awn' TO lEFT
'},",:'~\!~I"" '-'\:iC"" i<.;i;';-?S,;~;;i/:':ttt~_,;,,:n
'I
W1ND ZONE II (100 MPH)
WIND ZO'NE III (110 MPH)
H.l. stEMWIU ~ 1ncJWN lOCA11OHS 1M. ooaF1ED El1liER ft( UNO<IfQS f'ROW)m ON 1HE HOt.lE Oft trr HlIOOIfQ no LOCAmN ON A.
PtaNl' SlJIfIUED wnH 1HE HOWE.1I't 1HE UNU'~ . . . " . . . '.
H.l. 1EDCNN SIJWI$ All) CONNECIION tWlSiWME MUST WM: A. 31501 AWlWIaE IORIQNC lJW) (4'mI Ul.1IW'E ~ MIl).
SHE'MWM.L 1IEJ)ClIIH ANCHOIt ~ IS llt:. ~ F lItE. lHIiftotU IS F~ 10 H ~ ~ .
NOTE: st€MWofU 11EDOWN S1lW"S 1M. NOT RfQURED IN WHl zOft L
SHEARWAU. AlTACHEO TO. SIDEWALL
!
. i
MARRIAGE WALl.
~
'.)
kNlw.tu
SWI:IMD CHASSIS
PER (TYP)
INSTJU. S11W".AT l-eEAW ~ 10 fREE/ .
01) Of ~ All) A1TAai 10 CROUND
IIICHOR. (SITE 1NSI'1Um B\' 0lHERS)
SHEARWALl.. "AlTACHED TO MARRIAGEWALL
.'~~--
NOTE: UtII$S M01ED 0H1ERIIISt.
H.1. CROUtlO 'S MUST lIE
RATED AT. YN. 31 IWIINI.E
. UMD .(moI lJW) IlK)
IU. CIlautIi' IHCItORS AT stEM
WIUS' wsr IE ICSWJ.ED
. .~ ~ .SI<<1IN.. .
~ 'I.'Aa.
~'f
(M>)
~
.)
INSrIU S1lW"S AT BOrn ~
utIO SHEMWMJ. All) A.lTACH
10 CROUfI)' NIQtOR
(Sl1E INSW.LfI) II't 0lliERS)
FIGURE 5.14
TYPICAL MULTI-WIDE SHEARWALL TIEDOWN INSTALLATION
45
Awnings and carports. Choose tree-standing products with
columns to support the~~.we~ght.
Miscellaneous .Lights and Fixtures. ..Some e~erior. lights,
ceiltng.. fans. cind chain-hung fiJ:ct:ures, .m~y n.at ,yet" P.~ ':.in~talled.
when' the' home is delivered. . All of1:.h~se' fixture$; inU$t-.be
grounded: by a.' f .txture"",:groUnding screw"< or:; ~i,:'t(!.~ '.; 'Fbi- :. ~b~in-
hung fiXtures, . Use both methods.... . When' fiXt.ures. are lilburited
on combustible surfaces such as hardboard, i.nstall.'a".
noncombustible ring to completely cover the combustible
surface exposed between the fixture canopy and the wiring
outlet box. If siding has no~ been installed at a fixture
location, remove the outlet box and install the siding with a
hole for the..outlet box. Then .reinstall the outlet. box: and
proceed' as for other fixtures.. .' '.
6.3.1 Exterior lights. Remove the junction box covers and make
wire-to-wire connections using wire. :nut,s. Connect wires
black to .black, white to white, and ground to ground. Caulk
around the base of the light fixture to ensure a water-tight
sea1 ~o'the sidewall. Push the wires into the box and secure
the light fixture to the junction box. Install the light
1?uib.al)d attach the globe. Refer to Figure 6.1(a).. .
I
6..1
I .
6.2
. 6.3
CHAPTER 6 - 'r~STALtATrO~.9F OPTIONAL FEATURES
. .
liinq.4 ~6c;)fs'~an4"'eaves.' If your home<"ll.as "'an"oPtlonai~'hinged
roof or eaves. see specific installation. instructions> and
illustr~tions 't:>ro~ided .separat"E~ly".with:-YQqr' hdme~".': , :. .
" .'. . l
)
~
'.3.2 C.'ilincj" fans. To .reduce the i:isk of injun, install ceiling
fans with the trailing edges of the.bla~es at'least 6~4n
above the floor. Follow the manufacturer's instructions. If
no instructions are available,. cQnne~t the wirinq'as.shown in
Fiqure "6..1 (b) . , .
6.4
Telephone and cable TV. CARELESS INSTALLATION OF TBLEPKOHB
AND CABLE .TELEVISION LINES MAY BB HAzARDouS. The walls' and
floors' of your manufactured hom~ contain.~lectrical ~ircuits,
plUmbing and duct Work. Avoid contact .'with. these nome
.syst~ when drilling through and:placing cables within these
cavities. Only trained prOfessionals should handle su~h
wo~k. . PAl LURE '1'0 FoLLOW THESB INSTR~CTIONS KAY RESUL'1' IN
SERIOUS PERSONAL INJURY OR DEAR. Figure 6.2 shows .one
procedure for telephone crossover connections in multisection
homes.
.
~
&.5 Special Setup Manual Addendums/and Supplements. Your home
may require special instructions in addition to those
included in this manual to properly setup the home o' Listed
46
'.
below are several of the most common special options. These
are provided by Guerdon Homes separately.
Setup Manual Addendum: 60, 80, 100, 120 and 150 PSF Roof
Live Loads
Setup Manual Addendum.: Offset uriit Tiedowns
Installation Manual Supplement (Special Pier/Footing Designs)
Basement Foundation Designs
6.6 H&nufact:UJ;"er. xllstallatioD.Xllstruct+ODS... Provided separately
a~e.Inst~ll~tion Instru~t1ons prov1ded by the anchoring
d~Y1ces~manufacturer wh1ch must be followed. The
i~structlons .provided.may not,:be the same as the anchoring
device~. ~yo~ . are usi~g. If this is the case, use the. .
instructions which are provided with your anchors.
47
,---
,.'
'G JU~CTIO~..BOX
, , COLOR ..CODED
',' . WIRES '
. -. .
. .
(A) EXTERIOR LIGHT '
FIXTURE
GROUND WIRE
CEIUNG BOX
CEIUNG
FlXlURE GROUND
WIRE
. GRoUND STRAP
,FIXTURE MOUNTING
SCREW
.'
'.
(B) CHAIN HUNG FIXTURE
OR CEILING FAN
FIGURE 6.1
'INSTALLATION OF EXTERIOR LIGHTS
4- CONDo 24g0.
PHONE CAT
~
1. CONNECT BLUE TO BLUE, RED TO RED,
YElLOW TO YEllOW, ,AND GREEN TO GREEN.
2. DO NOT STRIP THE INDMDUAl WIRES.
J. INSERT THE SAME COLOR WIRES INTO THE
CONNECTOR, THEN USING CHANNEL LOCK
PUERS, PRESS THE ROUND PORTION TO
UAKE CONNECTION.
"
BOTTOM BOARD
~
RED UR SCOTCH LOCK
CONNECTOR (TYP)
FIGURE 6.2
TELEPHONE WIRING FOR MULTI-SECTION HOMES
48
7.1
~:
,,>~} -or
CHAPTBR 7 - PRBPARATXON 01' APPLXANCBS
Clothes dryer'vent. Your clothes dryer must ~xhaust.to the
exterior of.. the home, . or . of any .p~rimeter skirting . ins~alled
around it~ through a moisture-lint exhaust. system, "as ~~shown
in Jriqure 7.1. IKPORT~: Do HOT let the exhaust .syst'ea. end
under the home where. .excess .moisture' or . fllUllJiabl:* .:..terial
can accumulate. Vent openings are located in" .eitber,.....the wall
.or. the. .floor.. After the .duct-.is..installed, seal.thf! '.
openings, 'both inside and outside. . Foll:ow the ~ryer.' .
~anufacturer's instructions 'for-inst~lling theexha~st'
system~.'''' " : . ... " . ~ .
If your home did not comeeqU!pped with a gas dryer, rem~er
that installing one requires substantial~alteration to the
)~ome. ' You. must proyide.ga~ ':'supply .piping and adequate.
'venting:as.specifiedby the gas,dryer manufactUrer. . Only a
tra'ined .and experienced person s~ould install a.-gas 'drye~.
cutting major strUctural 'elements (such as rafters 'or.floor
joists) to allow for gas dryer installation is 'no~
permissible. Guerdon Homes 'isnot responsible for any
weakening of the home's structural soundness.resulti~g .from
dryer installation.
Comfort Cooling systems. On1y qualified personnel may
install any comfort cooling system not provideq with.the
home. Follow the manufacturer '5 installation instructio,ns
and conform to all local cpdes.
7.2.1 Air con4itioners~ The air distribution system of thi~ home
has been designed for..a central' air, conditioning'system.
Equipment yoU: install must .not'exceed the rating shown' on the
home's compliance certificate. .'. :' . _ _ . .
7.2
'The home' s e~ectrical distributic;m panel may 'contain. 'optional
factory-installed .circuits"for air conditioning'- The-maximum
full load ampere draw ,for the,'desired air conditioning unit
'must not exceed the circuit rating shown.
On the. other 'hand, electrical,:cirduitswithin the . home may
not have been sized for the additional load, of non-factory-
installed' air conditioning, ~nda-separate, outside
electrical supply may have to be provided.
Any field-installed wiring beyond the junction box.must
include a fused disconnect,located.within sight of the
conde~sing unit. The maximum fuse size is marked.on the
condenser data plate. Local codes will determine ~e
acceptability of the air, conditioning equipment, r~ting,
49
location of :disconnect means, fuse type branch circuit
protection, and connections to the equipment.
"A" coil. air conditioning. units must be "compatible .and listed
for use . with the'. furnace in the home. Follow the. air
conditioner manufactur,er's instructions.
..~ '.' .; .
. .
If .a. remote (self-contained, ,'packaged);; air. conditioner
(cooling coil. and.:blower lQcateq outside t~e' home, .Figure
7.2) is to be .conneote4.to .the.heating supply duct, install
an automatic damper between .thefurnace and the. home's air
duct system, and : another :between' 'the 'remote' uni t . :and the
home's air duct system. Secure the duct system leading from
the remote unit to the home and do not allow it to touch the
qround. 'Insu~ate ducts '.:.with material. of thermal _ resistance
'CR) 'n~t."less than'. 4, and a perm rating of not more than 1
perm.':: Connect. the duct. carrying .air to the home to :the main
duct at a point.'where there are approximately' as many .
registers forward of the conne~tion as there are.to.the rear.
Locate the return air duct iri,the center of.the'home.
Do .not 'cut or .damage floor joists. . Repl'ace insulation ,
.remoyed.duringtheinstallation, and seal the bottom board
around the duct connections.
Direct all condensation runoff away from the home by
connecting. a hose to the equipment runoff outlet or by other
'means specified by the equipment manufacturer.
7.2.2 Heat Pumps. Install heat. pumps according to the heat pump
manufacturer's' instructions.
7.2. 3 Bvaporati ve ,coolers. .' Install. a roof-moun'ted cooler following
the manufacturer~sinstructions. . In't~~ absence' of
instructions, proceed as follows:
C.onnect the wires .,from :the roof-mount~d junction' box
following the color code scheme of Figure 7.3 using wire
n~ts,. and replace the cover' on the box.
Check to be sure a rigid bas~ has been provided to evenly
distribute the .cooler'sweight over several rafters. Tightly
seal ail roof penetrations. and the boot connecting the cooler
to the rOOf/ceiling opening to prevent leakage of water into,
and cool air out. of, the home.:
t
,
Connect the cooler to an external water supply and attach an
overflow hose to its accumulation pan to route overflow water
away from the home.
Do not attach guy wires to roof vents, flues or other items
projecting from the roof. To eliminate potential leaks,
50
. ';':'C:',>; I;.; :::, .:.<; r, ';, "', ,t~:"f!r' '.~L;" ,~,;~\::,i.'i'("i,;
route guy wires over the side of the home and attach them to
the roof rafter edge rails rather than the roof itself. Seal
all fastener penetrations. Guerdon Homes suggests installing
an insulated ligh~ning protector, grounded direotly to earth.
. .
.:
7.3 Fireplace and wood stove cbimneys and air inlets. Fireplaoes
and wood stoves require on-site installation of additional
section(s) of approved, l-isted"ohimneyrpipe, a spark arrestor
and .a'rain oap assembly. See Figure 7.4.
1.3.1 Minimum extensions above roof. To assure sUffiQient.draft
'for proper operation, extend the finished ohimney. 'at le'ast 3'
. above.,thehighest point where .it penetrates the roof and at
.lea~t..2 '. higher than any .building .or other obstrUotion.
located within a'horizontal .distanoe of 10'. If the site has
obstruotions extending higher than the home's .roof peak
within 10' of the ohimney,the installer may have to provide
all: 'additional." section of chimney 'pipe if required --by looal
oodes.
7.3.2 Requited components. The required components~of a oorreotly-
installed chimney are as shown in Figure 7.4.
7 . 3! 3 Aspembly and s.ali~q sequence. Assemble and ~eal your
~ireplac~' or woQd stove ohimney.perfireplace manufacturer's
instructions. Do n9t Qut any roof tru&ses or floor joists
when ins~alling chimney pipes or combustion air intakes.
7.3.4 Combustion air duct inlets. Combustion air intake ducts end
just below the botto~ povering' of the floor. yqu.must'extend
them to the outside when your h9me has a basement .or or~wl
space. These added ducts are supplied, or may bepurohased.
at yo~r local hardware store. The fireplace manufaoturer's
instruotions for installing 09mbu~tiop air ducts are ~~ the
fir~plaoe/stove or with th~ chimney parts. D.O. not a~lo~ the
oombustion air inlet to drop materialfro~ the hearth beneath
the home. Looate its inlet'damper above expe.ctec;l snow l~vel,
as shown in Figure 7.4.
7.4 Range, c::ooktop and oven venting. If your home is equipped
with a combination range (cook-top)/grill or oven that
contains its own exhaust system, route the exhaust so that it
does not exit under the home. Connect flexible metallic duct
between the elbow protruding from the floor and the
termination f~tting, and support it according to the
manufacturer's installation instructions.
7.5 Window Air Conditioner Installation. Do not plug a window
air conditioner. unit into one of your homes lighting or
appliance circuit receptacles. The majority of window air
conditioners require that a separate circuit be installed for
51
. .
the oonneotion of the unit.. See the air conditioner
manufacturer's installation instructions for the electrical
requirem~nts for your specific model. The circuits installed
in the home are for standard lighting and small appliance .
fixtures only. :.
CAUTION:. Uae. of these receptacles for other
purposes aay cause an overload. and the
possibili~y of a potential fire hazard
arises.
The .only exoeption .to the above is if there..is a separate
circuit insta11ed and l8beledinthe main panel 'box as being
.for the use. of an air conditioner unit. .All .wiring which is
to be installed.' for an air conditioner unit must be performed
by an authorized electrician and in conformance with all
applicable codes.
7.6 Furnaoe Deration. If 'your home is located at 4500 feet or
more above sea level, your gas furnace must be derated for
the altitude. This must be done by a'qualified serviceman.
Al~censed.technician.maY.be required. Check-with your local
authoritie's:. ". .
CAUTION: Failure to derate the furnace can cause
the furnace to over-heat, operate poorly
and cause excessive sooting. Dangerous
levels of. carbon monoxide could accumulate
in the home..
52
. .;. ..~ , .::r;: .
(' RIGID - ALUt.CINUM OR GALVANIZED
DUCT OR PER MANUFACTURER'S
RECOt.CMENDATIONS
- GALVANIZED STRAP
OR EQUIVAlENT-
t' x t' FRAMING'
RIM JOIST -
MANUFACTURER'S EXHAUST
HOOD OR EQUIVALENT
,.
4. RIGID ALUMINUM OR GALVANIZED
DUCT OR PER MANUFACTURER'S
RECOMMENDATIONS
EXTERIOR WAll.
MANUFACTURER'S EXHAUST
HOOD OR EQUIVALENT
FIGURE 7.1-
RECOMMENDED DRYER VENTING METHOD
53
EXTERIOR WALl
HEATING/AC
EQUIPMENT
SUPPORT STRAPS
BY 01HERS
EQUIPMENT AND INSTALlATION
BY 01HERS
DUCT AND INSTALlATION
BY OTHERS
FIGURE 7.2
TYPICAL INSTALLATION WHEN HEATING AND/OR
AIR CONDITIONING EQUIPMENT IS FURNISHED
AND INSTALLED BY OTHERS
54
CAUTION:
1. COOlERS RA~ AT 16 ~PS TO BE INSTALLED ON A 20 AMP CIRCUIT.
2. COOlERS RAlED AJ 12. AMPS" TO, BE INSTAllED ON A 15 AMP CIRCUIT.
3. 'ONE JUCTlON BOX REQUIRED FOR EACH COOLER.
WEATHERPROOF JUNCTION BOX
LOCAlEO ON ROOF OF HOME
...
COLOR 'CODE:
WHITE....... .~............ ... .......... ...NEUTRAL
YillOW ........ .~. ....... .., ........ ..........PUMP
BLACK................................... LOW FAN
HED...................................... HIGH FAN
GREEN...:........... ..................... GROUND
FIGURE 7.3
ELECTRICAL CONNECTIONS FOR EVAPORATIVE COOLER
55
,--
.'
tj'r TRIM WfT}f SHEET
METAL SHEERs IF DIFFICULT
TO MAKE. FlASHING LAY .
. flAT ON .RooF
CAULKING
FlASHING
, ~OUND TOP ASSEMBLY
. r ~N~
'. SPARK ARRESTOR
. CHIMNEY CAP
. J'-(j' ADAPTOR
(MIN.) TRIPLE WALl PIPE
L STORM, COUAR
FlASHING .
I=lRESTOP lHlMBLE
DAMPER ~DLE.
OPEN
~f7l
l!J~
AIR ,INLET
DAMPER ~DLE
ABOVE SNOW
lEVEL
L
OVER BASEMENT OR
CRAWlSPACE INSTAllATION
FIGURE 7.4
FIREPLACE OR WOOD STOVE
CHIMNEY AND AIR INTAKE INSTALLATION
56
CHAPTER 8 - UTILITY SYSTEM CONNECTION AND TESTING
,8.1
Proper prooedures."Consult local, county or state
a~thori t,ies . b~for~: .cc;>nnecti!)g :any . util.i tie~ e. . Only qualified
s~ryice .peJ:;"sonnel', ..~amiliaJ;; with .local codes and licensed
...where requireq, snould m~ke utility connections and conduct
tests.
8.2
. . - .
Water supply
.,
8.2.1 H~imum,supplypre~~ureand.re4.uot~on. The ~ater systems of
your home were d~signed .for a maximum inlet pressure of 80
psi. . If you are looated .in a. .waterdistriot where the looal
wat~r s~pply pressure exo~.eds8o psi., install a pressure-
reduoing valve.
. .
8.2.2 Connection prooedures
8.2.2.!. To s.upply main.. Connect .the hom~'.s water.'system to
the'water SOUrce through the.inlet.l.ocated under the
home, usually below the water heater' 1 compartment. 1
tag on ~he side of th~ home marks its location.
8.2.2.2 Mand~tory Shutoff Valve. You must install an'
accessible shutoff valve between the waters.upply
and .the.inlet, .as shown in Figure 8~1. It must be c
full flow gate or ball valve.
8.2.2.3 Crossovers. Multisection homes withp~umbing in
both sections require. water line cross-connections,
as shown in F ig:ur~s 8.3 (a) and 8 ~ ~ (b) . .l~emove the
shipping, . <;::aps. from the water lines. and install' the
crossQver :'connectorsprovided with .~he: home. If
freezing can occur, wrap water connectors wjth
. insulation. .
. . . .
8.2. 3' p're~z'ing:i;ro€eotion ::"
8.2.3.2
Neoessi.ty. In areas subject to subfreezing
temperatures, protect expoE;led sections "of water
supply pip~ng, shut-off. valves and pressure'
r.eq.ucers, ..aJ:1d pipes. in water heater compartments
with uninsulated doors, from freezing. Otherwise,
burst pipes and costly damage may result.
Use of Beat tapes. Heat tapes (either automatic or
non-automatic) can protect exposed plumbing from
freezing. USE ONLY BEAT TAPES LISTED BY A .
NATIONALLY-RECOGNIZED TESTING LABORATORY POR USE
WITH MANUFACTURED HOMES, AND INSTALL TBEK ONLY IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
8.2.3.1
57
"
Plug the 3-wire, grounded cordset of the heat tape
into the outlet located under the home near the
water supply inlet (Figure 8.1).
8.2.3.2.1 Automatic Heat Tape. This tape (y~th a
thermostat) is approved for instal,l~tion
on all types of water pipe, including
plastic. Secure it to the pipe, insulate
it, and weatherproof it, according to the
manufacturer' s instructions'.
8.2.3.2,. 2 Non-Automati~ Heat Tape. This tape
(without a thermostat), may not b~'
approved for plastic pipe unless it is
left exposed, withno'outer wrap Qf'
insulation. Installation is otherwise the
same as with automai:ic heat tape. .'.
8.2~3.3 Preezinq Protection for unoccupied Homei. If the
' home is to be left unheatedln cold weather, drain
. the water lines and blow them clear with compressed
air to prevent damage from fre~zing.
8.2~4 Test~Dq procedures~ Even though the water ,system Was tested
at 'the f~ctciry, it must be rechecked for ieaks at the
installation site. Close all water faucets, spigots and
stool tank float valves, and use one of the following
procedures:
8.2.4.1 Hydrostatic. Be sure the water heater tank is full
of water. Pressurize the 'system with water at 100
psi,' and then isolate it fr~m'~he 'pressure source.
The system must hold this pressure -for-at le~st is
,min~tes without any loss: If the pressure,f~lls
off, repressurize the sYstem and lQcate and oorrect
leaks. ' ,
8.2.4;2 Pneumatic. CAUTION: II' THIS PROCBDURE IS U$BD, ~OU
HUST BYPASS THE HOT WATBR TANK BY HOOltING ITS CQLD
ZNLET, AND HOT OUTLET LINES TOGBTHER. THIS ~aOCBDURB
WILL PROTBCT 'l'IiB A~PLIANCB PROM DAMAGB AND PROTECT
'rHOS! INVOLVED IN THE TBST PROM POSSIBLE XHJURY.
Connect a1r pump and pressure gauge to the water
inlet and pressurize the system to 100 psi. Isolate
the pressure source from ~he system. The gauge must
stand for at least lS minutes with no drop in,
pressure. Correct any leaks indicated by bubbles
from soapy water, repeating the procedure until all
have been eliminated. Reconnect the water heater
and the water supply.
58
8 . 3 Dx:ainage system
8.3.1 '~~s~ly:and ~uppo~t. If p~rtions of the drainage, system
wer.e' not ,in~tall~d, <l:t the fac.to.ry, all' materials. al'\d diagrams
reguir~d to' 'compl-ete' i,t haye been shipped as ,loos'e ' 1, tems in
€bahame. 'Assemble the drainage system follqwinq the
specific instructions 'arid diagrams provided with' the 'home.
st~i"rt at 'the '1nost' :re~ote 'end and work toward the 'outl"et,
supporting the piping w~tht~mporary blocking to achieve the
proper slope :( see" pa:r'ag~aph ",a .,3 ~ 2) '., When the' e,nt;i~e -'~ystem
ba's', be~n ~omplet.,ed, 'install permanent drain, line' 'sup1;orts at
4, ':'.' o~ ce~t~r ;', aef sllo~"}.n "Figure" a. 4. ' ,',' ~""", , ,
8.3.2 Pz:'ope~. sloperi a~d':~onnectC?r sizes. Drain line~ mU~,t' slope ,at
leas~' ,1/4" f~ll 'per foot 'Of 'run . \1nless otherwi,s,e 'noted on the
,schematic diagram Jsee, 'Figure "a'-Sr. Exo~p~io~:' ~/a~ fall
per, 'foot' is, 'allowed ,~hen' a cl.eanout is installed 'a,t 'the upper
end of the run. Connect the main drain line to the' site'
s~~er ,hookup using, an approved elastomer coupler ':(Figures 8.,;;
and ~,. 6). , " '
8.3.3 Crossovers. " Gonnect multisection'home drai~age li~e'
crossovers as showri in Figure '8.7.
8.3.4 Solvent welding'procedures. ~he ,solvent cement used to
connect drain 'lines must be compatible with th~ plpe'
installed in the home'. 'Follow the manufac'blrer'$ ':':' ,
instructions on the container. '(See Figure 8.9.-:)
8.3 . 5 Protection from" freezi~g. Guerdon Homes has 'lns,ulated
f ittinqs in the dr~liJlage system ~ubj ect , to ' f~ee~,in9 ,.~\1ch as
~,":,,1;:raps in 'the ":flo~r'. "~eplace this' insulatioJ:1 'i'~, l):'emoved ,
duting asseDibl,y or' ,testipg . Insu,lat:~ 'd~ain' ,l,:i}le~ "in_taIled
below ,the, bottom -bpard - ,in areas' subj~qt to f~ee,zit:lq as shown
- in:'Fiqure a';a'. . ,If "the' 'home 'i~ tq b~' left ui}heated:J.~..,cold
wea'ther, pour 'an approved antifreeze into~'p;.;,;traps at all
fixtures and stools. '
8.3.6 :Pl:.ooc1 level, .t~s,t ,proQeduJ:e. You mus,t cond:uct a.f~~od level
t'4~~t on the -'complet;.ed drainage system b~fore" cQnnecting it to
th~ site'-sewer~W.ith 'the home in a -level'po~ition,,',-'~ll
fiXture's c,onn~gted, and, al,l tub' and shower 'dra'in~;:pl~~ged,
connect the drainage piping system to the ,site ~ater 'inlet
and fill the system with water to'the rim of the'toilet bowl.
Release all trapped air~ Allow the system to stand for at
least 15 minutes~ Check for leaks., Drain the system. Plug
all'fixtures, sinks, showers and tubs, and fill 'with water.
Release the water in each fixture simultanequsly to obtain
the maximum possible' flow in the drain piping. Check all P-
traps and the drain sy~tem for possible leaks. Repair any
leaks and retest.
59
8.4 Gas supply
8.4..1 .Type .of .gas system. furnish.edwt"th homJ!. . ..All, ,gas appliances
. ~n.~~is home'., .inc.l.~ding. ~~:. he;~~.irig."sy.$t:tii,n,~~ ~re .ecIuipped 'for
)iatur~:ll (or LP") ,gas.. :I( :~. .,(.9r". ~atil]:~~Ir . g~~-' .is . to be ..used as
tIle ~upply iJ)st~ad~ .a qualified "s~rvice~'p~rson ..ust convert
.the' 'app~:Lances. to-.,~P :'(orn.~t\,lral:> . gas., foll~~d.ng. the. .'.
.ihst~<?tio:ns "pr.p;vld,ep by.: ~ac1i. apPl:~A:nC~, :m~Pl1facturer."
-.. ," ", - ., ". ... . . - . }, '. '. ~.,- .' -....... .. ," . . ..
. 8..'4...~ .iirop.~r..~~ppiy; :'p~e:ss~~.~'~~" "'TiiB:~~A8: ~X.piNG' ,~1'$TBH '~H yon HO.KE
l[U~,.B~EJ( :DES"~G~D' J'QR:. 1t. . p~~js~ N~'t: ~;...:~dB~D . :~~.'.'., OP WATBR
ooiatnor. '( 8 OZ..' "O~. 1/2" PSIl :.'. ...tF.~.~'. .PRoX' :~. "SUPPLY SOURCB.
BXCEEDS, OR ~y. BXCE~D,' TH'!P" P~$Stnm,"'to'u :MUST 'XNSTALL A'
.P:RBS~.~...REDUC.J:.~..YALVB.. . .~o...Qperat~.. qa.s' app~iances .s.a.fely
. . :. a~d, ~~i;ci~~tl~," .<19 :riot,.exc$ea.J;bfa. '.a~~~qn~press~re.. ., .
. ,..: .li~~tlo~s'~:;': 'P'pr.' Qc;lt~ral' gas sy~~e.~s;::-the ipc~Diing g~s
. .'p'.r:es#u~e. ,sh~~~~ "i;~m~~'ni "'i~ttw~~.~ :;6~':. ~q4.Jl:~'. :.p~~:~,ater col~.
Fo!:,:..~ syste.s,.. .the p.J::ess~r~ shoql.(i lie: "P.e.tw~en .12" 'and 14"
'..; .. 0.( .w~"te;*,.c;:o~umn. c"." :' ,.: . .' .:.... . ';':., :~';: '!. ::::.~" ......'"
8.4.3 orifioinq for specific gases. SPECXAL ORXFXCES AND
REGU~'.OORS. ARE REQUXRED FOR EACH KXND. or. GAS, AND AT
'::~:~x:O:ci ;'~~~~=jiit~~~;pI~<<~~~~~~~~~;:t'dA~i:ON .
'XN~~R:UCT~QltS.' . BBFORE' W.ING.:~. ;QQ_CT~PNS ,~o 'nE SiTB
SUJ?Pit~,"':CHECK. M. '.i:NLB~.,.bRt:r.~C~~';'OJ' (~L '.Gi\S'..AP'PLXA!tCES TO
ENSURE THEY.ARE cOlUufCTLY . SEll'. 'UP 'F.OR 'TQ':TYPE ..OF 'GAs. .TO BE
SUPPLtEli~~' ,"" . . ..... . . " . '''',' . ." .
8 . ".4 Crossovers. . Ins~alJ. the .gas . iin~ . c.t;oss'over '. in ..mul tisection
. p.~Di~s .~~, .s~o~: in ..Fig;.: . 8..).;0 ,befqre.'.p,erfq~ing any. 'system .
..t.e.s~s .:.or .cqW1~cting ,.1::he ~yst.~)to :.t1j;e'..9.~~":.suppl-y..' All
.crQssoye.rs' .~nd ';fit:tfti<i.I3l\lust ))~. .i.isted 'f~r."'~ariutact.U;red
hou'sinc;J ,,:~.?'te:r;io!:': use, 'a'nd :be.the "saAie. '.s'!..,z~' cis' "tJie 'ina~I1'unit
pipe.: .;' :.O~,., .~of. 'use tools to ~omu~ct.-or' .remove:tl1e . flexible
<?o~e~.~Pr. ..quic;:k.. dis.cfo.nne.ct.. . .' .
. .
8.4.5 Testi~q prior to connection.to.mains. .Even though the gas
. system was. t.e~ted at the factqry, ..it is. ess.ent~al that. it be
rec::h~cked .'for ..leaks ~t tlie,sit~. .DO No.~ AP~.LY. .PRBS8~SIN'
BXCBSS' .01' TlJOSB. .SPBCIF.,X~.D ;;~BL.OW ..OR ~OU HA~ . DAHAG~ GAs. VALVES
.AND/9R. :PRESf3~.~GVJ,ATOts:~ . .'Co~duct4,on~.qf the ,following two
test~. 'when, .the a,ir.. .and ,piping temperatures" are' nearly equal
and.will rema~n stqble. .. .' . .
8.4.5.1
Pipinq only Test. Close all applianc~ shut-off
valves~ .Attach ~a pressure gauge cal~brated in
ounces at the home gas inlet. Pressurize the system
with air to at least 3 psi (4'8 oz.). Isolate the
pressure source from the system. The gauge must
stand for at least 10 minutes with no drop in
60
, ~\Y:,~'~1:1f9:t0'!,t-y;r~;}i,; ;",:,~",;,-*,;~;,~:,j~i:~.i"if~,i::,j;;,
pressure. 'If any pressure loss occurs, check. all
joint~ :in the piping system and at all shut-off
valves with soapy. 'water. or bubble solution until the
'leaks are' 'located. Repair the leaks' and retest
un~~l ~e p~essur~ bolds. '
8.4.5.2 Test of Bntire systea. Close all gas equipment
cqntrols and pilot ligh~ valves according to the
indiyidual gas equipment man~facturer's .
instructions.' Assure that.qas.shut-off valves for
'aii' .qas equipment. ar~' in the OPEN position. Attach
a pressure gauge calibrated in. ounces 'at the'~ome
qas inlet~ Pressurize the system' with air to at:
least 6 oz. Check all 'gas shut-off valves and flex
line connections .to valves and'~ppliances f~r l~aks,
using soapy water or l?ubble' solutioJ;1. . DO HOT BUBBLE
OHBCIt BRASS FI,"XHGSnTH :SOLUT.IOHSCONTAD1'IHG
1UOIOItXA~' .Repair any leaks :found, and 'retest. Close
.all.equ"ipment shut-off'valves upon 'completion of.
. testinej. .
8.4.6 Conneotion procedures. Inspect gas appliance vents to ensure
they have been connected to the appliance, .an4 make . 'sure that
roof jacks 'ar~ instal~edand have not, come loose during
trans~t. .Have the gas system connected to the gas'i~upply
only by an . authorized representati veof the gas company.'
8.4.7 Gas appliance. startup procedures. One at a time, open each
equipmerttshut-off va.lve, light pilots and adjust burners
according to each appliance manufacturer's'inst~ctions.'
DDS'UllB TIlE WAUR DATER' IS PILLBD n'ft( WATBR' BBFORB
LIGllTIltG ITS PILOT.' Check th~. operation of the furnace and
water heater thermostats and set them to the desired
temperatures. . .
8.5 Heating'oil sys~~.Homes equipped with oil-burninq
furnaces must have their oiL.supply tankage .and. piping
installed on site. 'These items are not ,supplied by Guerdon
Homes... Consult the oil furnace manUfacturer' s ." instructions
for proper pipe .siz,ing and install.ation procedures. . ALL OXL
STOUGB 'TUK.DD PIPIltG:'IltST~TXO.S'.H1JST KBBT ALL
APPLICABLE' LOCAL RBGUUTXOHS un SHOULD BB "HADB OBLY BY
BXPBlUB.~~, QUALXI'XBD. PBRSOmmL..
8.5.1 Tank' installation requirements. Unless the home is installed
in a community with a centralized oil distribution ~ystem,
youmu$t install an oil st~rage tank outside the home.
Locate the tank where it is accessible for service"and supply
and safe from fire and other hazards.
61
8.5.1.1
8.5.1.~
8.5;;1.3
Vapo.rizinq (q~aYl,~Y-fe~d) fur~aces.. . ~nstall
oil, tanks that feedvaporizing';"type 01.1 furnaces so
~a~. '<;\~i.' .fi"9~s ~ .~.~~~li' .!>Y.. g~.a"i ty..'; ';' .~o.' .~chieve .
~ff.~91.en~J:gr~v~~'y f;Low..I. ..l.~.~ta~l ~~.e:,: ta~ so..that its
bottom is at leas.t 8" . above the leveF o'f..the
furnace's oil control and its' ~top""l~. wit~in'8' of
the oil control level. . ..'
! : ., ., -.' ~'. .. .... .". .... . .
G~,. (pwlp~_fed)." :furnac8s ~. . s ll.lce: ;tJi~ '. :furnace includes
.. . . .. . ";':'"' ....-. p . ~ .. ..... - ,., f
. a ,f~~;t. P~p., ~he, tank.. 1l\ay' _b~':,:l.n~~ar,l~d above or
be,~6~. 'qroUn~.." F.or..tanks ::insta1.:1~d~l>:elow ground, do
not' exceed theltft.inq'capacfty.' :of':the pump, .and
, .e~epd .~e f~~le,r' n~ck..1' abqv~ qrad~ and provide a
1-1/4!'.. diameter minimUm'vEmt:: pipe 'e~ending at least
2.': '~.9~~~ ~ri~e.':: t ,.., '. , ....., ':~ ::' .... >.~<: '.
SlopJ;~g. and ;d.~~(J1~nq r.~~i.r.8D.\ent:S'~~~:::/~egardless of
the tjpe o.f oilfurnac.e'oi: the' tan~.::locatiori',
install the':tarik' to provide: a' 'qradiili.l slope tow~rd
the'~ill end or drain plug (if so ~quipped). This
faci~itatesputnl?i.ng or drait:l.in9 "'o~. wate7. .or .sludge.
- . . ".' -.' "'. .. ;-
8.5.2 .ShutQ.~f valve. and fu@lline filt'e'r. ':j:rist:aTl "an accessible
.and ~PP'rqved mariuaL1,:y-operated' .shut....;6tf:.valve at the oil tank
outlet.. . ~uerdon Hom~~ ,~lso'rec6~ends' idstalling.a.suitable'
filter in the' fuel 'line near tl1e:t~nk to :trap dirt and water.
8.5.3 Leak test procedure. Before operating the system, check for
lea~ in.the.tank and supply piping.' 'Fill.the t~nk to
ca.p~Qit:ywith fuel and examine,. all j.oi~~~ i~ th~. sy.stem for
leakage'.. ..., . ...." ~.,~
8.6 Electricity..A large enough power suppiy,~us~~beavailable
~t the site. An inadequate power supply'.ay'result in
impl:Oper operation ()f, and'possib~e damage ..to, motor~ and
app1.iances. .It may also increase your."~~ectticitYd,Qsts.
The .;current rating in. amperes of your.bome'can be fdund on
the ,taglQcated outside next to the fe~der or service
entrance and also 'onthe:electrical distribution panel.
.. '. ~ . . .'. ':.' . ... . ". -,
8.6.1 Description od ra~iiig ofhouS8 w.irinq.~ :Your h()me is
designed for connection . to' an elec:t~ical wirin,g '..system rated
at 120/240 volt' AC. PROPER AND' SUE CONNECTION DEPENDS ON
'l'HB TYPE OF SUPPLYSYSTEK YOUR HOD 1:S:' EQU1:PPED nTH. The
connection to this home is a.feeder r~quiri~q wiring. at the
site, or, the connection:to.this'home''j.s.a'faptory-installed
service meter base. The following paragrapns desoribe the
wiring and grounding of electrical feeders; if your home is
equipped with a service meter base, skip directly to section
8.6.4.4.
:,," , ;,<r ..,~.
t.." "
h:';:;, "
8.6.2 proper feeder wire and junotion box material and size. The
main breaker and the label on the electrical distribution
paJlel,';_g~ve. :tne,f~e~er current capacity in amperes. Using.
thi~: ~p'formation, .determtn~ :the requi~ed fe~der size from the
fQl.l:9wing:.~ables. ; ~e$~ $i,zes are based on. an ambient
t~pe~~tu~~ of 860F. and. do not take voltage drop,into
consideration. .
8.6.2.1. o~e~head Feed~~s. .Homes equipped with overh~ad
; (mast weatherheaq) . feeder entrances contain.all
. necessary conduit to th~ electrical distribution
.panel and fe~der P9nductors. . Refer to Figure.8.11.
~n~e~8ide Feede~s~ . Homes with an under-the-floor
. entrance come with a pe~anently-attached conduit
raceway that rUns t~om the electrical distribution
pane;L. t.o a point under:. the floor.. Install an
ap'p~oVed conduit fitting or junction box 'at the
.te~ination. point... . ,Refer to Figure 8.1,.2.
8.6.2.2
8.6. 3 Groundinq....~f <'h~Dl~S 'wi thf'~~der ~o~ections
8.6.3.1 Necessity. The home must be grounded properly to
p~ot~ct the occup~nts. The only safe and approved
me~od of grounding your feeder-~onnected home is
through the grounding 'bar.' in the elec~rical'
distribution panel~' This. bar grounds all
noncurrent-carry~ng metal parts of the electrical
system at a single point.
8.6.3.2 procedure.. The ~ound conductor of.' the power sup~ly
fe~der cable. connects the g,rounding bar to a good
electrical qroun~. 'Fol~ow the feeder connection
. prQce~~es . described ~n, 8 ~ 6..4.1,.. -.~, or -. 3 tc?
aQ.h"-eve....p.roper grq\1ll~ing. [BxceptipJ;l~ h~mes w1th a
factory~.ins,talled. service meter . base must be
grounded. differently. Refer to. the specific
. instrUctionsd .in'S.6,. 4 .,~if appl.icable.]
~nsul~te the grounded" circuit conductor (neutral or
white. wire) from.the grounding conductors (green
wires) and from equipment enciosures and other. ;,
grounded p~rts. Ipsulate ne~tral circuit term1na1s
in the distribution panel board - and in ranges,
clothes dryers, and,cQunter-mounted cooking units -
from the equipment enclosure. Bonding screws,
straps or buses in the distribution panel board or
in appliances should have been removed and discarded
at the manufacturing facility.
63
,---
8.6.3.3 Unaooeptable methods of grounding'homes.Grounding
· to a rod,' a ~ater pipe, or through, the home's hitch
castel;' .will not'satisfy:the'important:'grounding
requirem~nt. 'Nevel:: use the. neutrar'c'onductor of the
f.eeder 'oab.1e as a ground wire. ' Do' not groUnd the
'neutral bar in the electrical' d-istrib~tion 'panel.
8. 6..4 COlUlectioD procedures. ".Connectiorisshould be made only by a
qualified".:~~~~~r~~,i~~ using. one,..~'~.,t~e: .~~~~~~~ng methods:
'8.6.4.1 '50 ~...(e.der' cord. Your home maybe equipped with a
permanently-oonnected 50 amp. . feeder cord stored in
. a oompartment under the . floor. 'If so, it is ready
'to.be plugged into a 50 amp.', 3"'pole:~ '4-wire, .
'120/240', VOlt'qrounding' service reoeptacle after
, e'leotrical . tests have been. oompleted .' (see 8.6..6).
:t :.1fA1UaHGI KAHY.'BOKBS ARB 'BQUZPPBD"POR 100 UP. OR
GRBATBR SBRVJ:CE. '. UHLBSS YOU BOKE. ZS 'BQUIPPBD POR
ONLY 50 AHP... SB~VICB, DO NOT AftBHPT TO USB A PBBDBR
CORD OR "PIGTAZL" CONNECTION. . Connect homes
equipped for '100 amp.' or greater' service by one of
~e three following methods:' .
8.6.4.2 Hast weatherhead feeder. The routing, connection
and. support .of the s'ervice drop must "meet local
codes.' Ho~es'equipped:this w~y'contain all
necessary. conduit to the electrical' distribution
panel and.feeder conductors. If the masthead is
located above the-roof' overhang, allow.a minimum 8'
clearanqe above all roof .points the conductors pass
oveJ::. There' are two exceptions to this rule: (1)
The'~ertical clearance may'be' reduced to 3' if the
roof has "a minimum "slope of 4 .in 12 : and (2) The
vertioal 6learance lQay be reduced to:'18"'if no more
than 4' "of service'~rop. conduotOrs pass above . the
'.' roof' overhanq, and if they terminate at a through~
. the-roof raceway or approved support. A minimum
clearance must also be provided from the fina~_grade
to the service-drop conductors. This measurement
may vary from 10'.- to 18' depending on. the types of
traffic anticipated below the service drop (refer to
the National Electric Code). Uriless impractical,
locate service heads above thei point'of attachment
of the service-drop conductors and' make them rain-
tight. If individual conductors do 'not extend
downward, form'drop loops.
64
~;;',:.";,; ,:~,', "'1"/,' ';';~ Ij',i.").i'F' i",'t!}.!;~{l';"
8.6.4.3 underside junction boX feeder. A raceway from the
main panelboard to the underside of the home allows
for installing an approved junction box or fitting,
which must be used to connect it to the supply
raceway. Install' properly-~ized conductors from the
main power supply to the panelbdard. Refer to "
Figure 8.1:3(a) and (1)) for con~uctor and junction
box requirements. The.homeowner or. installer must
provide the supply connection including the feeder
conductors, junction box and raceway connectors.
Protect conductors em~rg!ng from the.ground from a
minim~'9f 18" below grade to 8' above grade, or to
the point of ent;rance to the home. The distance
measured from.the top.surface of a buried cable,
conduit or raceway to the. finished grade must meet
minimUm burial requirements outlined in the National
""Electric Code.; Use" a moisture-proof bushing at the
. end -of the conduit from .which the buried cable
emerges.
8.6...... service eqUipment; meter base. Either an overhead or
underground entrance maybe provided.' The exterior
equipment and'enclosure .must be. weatherproof, and
conductors must be suitable for use in wet
locations. When a meter is provided on the home,
connect. the neutral (white) conductor to the system
grounding (green) conductor on the supply side of
the:main:disconnect. Refer to FigUre 8.13 for
typical meter base installations and one" method of
grounding the service equipment. The homeowner must
provide' th.e grounding .electrode conductor(s). The
grounding electrode .should be an 8' length of 1/2"
dia. copper rod 9~ 3/4~ ga~vanized steel pipe.
Drive it into .the ground'at least 12" below the
surface and 2' from the foundation, or bury it
horizontally in..a 2 1/2'-deep trench. Connect the
""grounding conducto~ wire to the grounding electrode
with. a" grounding '.clamp. For" added protection~. . homes
with metal frames' or siging should be connected to
earth by means df additional bonding jumper ground
fault return paths t9 underground metallic. water
pipes, ground rings, additional ground rods, etc. to
prevent "the buildup of hazardous voltages.
8.6.5 Crossover connections. Refer to Figure 8.15 (a), (b), (c),
(d), (e), (f) and (g) for typical crossover wiring
connections, for multisection homes (located along the
centerline between the sections). Crossover locations can be
distinguished by metal junction boxes or access cover panels.
Remove these panels and connect the enclosed wires as
65
~
illustrated. Some crossover.connectors plug together and do
not require 1unction.boxes.
8.6.6 System test proce4u~es and equipment
8.6.6.1 Pre-connection tests. Conduct both of the following
tests before any electrical power is supplied to the
home: .
8.6.6.1.1 Circuit.conductor continuity. Conduct a
continuity test by placing all branch
circuit.breakers and switches controlling
individual outlets in the "on" position.
The test should .give no evidence of a
connection between any of the suppl~
c. conductors (including. the neutral) and the
grounding .circuit. You may Use a .
flashlight continuity tester.
8.6.6.1.2 Groundinq continuity. Using a continuity
tester,.test all. noncurrent-carrying metal
parts to assure continuity to ground. The
parts to be checked inciude:
appliance enclosures, including fans;
· fixture enclosures and canopies;
· metal siding and roofs;
· metal water supply and gas lines;
· metal ducts (except foil-covered
insulated ducts);
· the home's frame.
On multisection units, perform this test
only after completing all electrical and
bonding.connections.between.the unit~.
NOTE: GROUHDING IS NOT. REQUIRED OR THE .
KETAL INLET OP A PLASTIC WATER SYSTBK OR
ON PLUHBING PIX'l'URBS SUCH AS TUBS,
PAUCETS, . SHOWER RISERS, AND KETAL SINltB
WHEN THEY ARB. COHNBCTED omY TO PLASTIC
WATER AND DRAIN PIPING.
8.6.6.2 Post-connection tests. Conduct the following three
tests after turning on the main circuit breaker and
each individual circuit breaker. CAUTION: ALLOW
THE WATER HEATER '1'0 PILL COMPLETBLY BBPORE
ACTIVATING THE WATBR HEATER CIRCUIT. PAILURB TO DO
SO WILL CAUSE THE WATBR HEATBR BLBHBN'l' TO BURN OUT,
AN BVENT. NOT COVERED BY THB WARRANTY..
66
,"^ ..;,~.,~. '7': _",-':'Tn'~
8.6.6.2.1 Polarity and qroundinq ot receptacles.
With receptacle and lighting circuits
energized, check the polarity and
grounding of each ~20-voltreoeptacle and
light s09.ke~using a polarity tester
capablp of determining an incorrect wiring
configuration. A conversion device may be
required to test various fi~~re bulb
sizes and outlet configurations.
Investigate any indicat~o~.of reversed
polarity, open grounds or shorts an4
correct it. .
8.6.6.2.2 GroUnd Pault ~irouit tnt.rrupt~on (GPel).
Make certain that. all.receptacles . .
requirirtq (;FCI protection. are". in . fact on .
the' correct cirCUit: (s) .; ..". . Check each groUnd
fault circuit interrUpter device by
pushing the .test button to determine if
the pow~r route to the receptacle has been
interrupted, or follow the manufacturer's
instructions. Replace any GFCI that does
not operate properly.
8.6.6.2.3 operational checks. Check all light
fixtures by placing a bulb. in the socket
and tu~ning the switch on and off. Using
a pigtail light, checkal1240~volt
receptacles to determine if both legs of
the circuit a.re powered. Check all 120-
. v~l t recepta~les t~ be. sure that each is
.operationai. Switched receptacle,:; require
the switch to be turned on and off. It is
not. necessary to check apPliances.; but
their power sources.must.be" assured.
Failure of electrical.wirinq or fixtures
requires repair and retesting.
67
:
WfWJ WITH HEAT TAPE OR INSuLATION .
(BY OTHERS) t-S NECESSARY FOR lOCAl
FREEZING CONDmONS
(TYPICAl HOME.
FIGURE 8.1
TYPICAL WATER CONNECTION
1:lQJf:
HORIZONTAl:. SECTIONS OF DRAIN TO BE
SLOPED AT A MINIMUtLOF 1/4-, PER
FOOT AND/OR TO COMPLY WITH LOCAL
ENFORCING AGENCY/CODES ETC.
APPROVED IliX DRAIN CONNECTOR
, (.1YPICAl HOME
S' MIN. DRAIN PROPERLY SUPPORTED _
FITnNGS TO BE LONG SWEEP
:.--- ClEANOUT
, RECOMMENDED
APPROVED FlEX DRAI~ CONNECTOR
SEWER INLET
FIGURE 8.2
TYPICAL CONNECTION OF MAIN DRAIN TO SEWER
68
7.'7~1~1,:j;:j
.
WATER UNE
liQIES;
1. USE WATER CONNECTORS SUPPUED
BY MANUFACTURER WHERE APPUCABLE.
2. IF FREEZING CONOffiONS EXIST. WRAP
CONNECflON WITH INSULATION.
APPROVED WATER CONNECTOR
FIGURE 8.3(0)
WATER LINE CROSSOVER CONNECTION (ALTERNATE)
RIM JOISTS .
STEP 1
~ All "MOO
WATER UNE
RIM JOISTS
WATER .UNE
STEP 2'
.... "
.... ....
.... ,
" "
...., ,
'......'::::0 I
" "
" "
///'"
j///
11[::'./
~ FUlL UNION
liQIES;
1. IF FREEZING CONOffiONS EXIST. WRAP
CONNECflON WITH 'INSULATION.
FIGURE 8.3(b)
WATER LINE CROSSOVER CONNECTION (ALTERNATE
.~ 69
'.
2xJ LUMBER (MIN.)
2x3 LUMBER (MIN.)
DRAIN PIPE
(2) 16d NAILS INTO
flOOR JOIST
(2) STAPLES OR SCREWS
EACH ~DE '
GAJ...V. OR AlUM. STRAP
(2) 16go. - 7/1 fj x 1:' STAPlES----...v
EACH END
. OR (2) 16d NAILS
DRAIN PIPE
v= 16d NAIL .
, GALV. OR ALUM. STRAP
2x3 LUMBER (MIN.)
GALV. OR ALUM. STRIP
(2) STAPLES EACH
SIDE
2x3 LUMBER (MIN.)
FIGURE 8.4
DRAIN PIPE SUPPORT METHODS
SECOND STOOL DROP
SHIPPING CAP
MAIN STOOL DROP \
STRAP SUPPORT n \
. (4'J ;(
1[/
p?(~~
D~ SLOPE 1/4" PER FOOT
----- TO SEWER
lYP1CAI.. CONNECTING
PIPE AND FITTINGS
(NOT SUPPUED BY
lHE MANUFACTURER)
(SITE SEWER
HOOK-UP
APPROVED
ElASTOMER
COUPlER
.HQIE;
FITnNGS IN THE DRAINAGE
SYS1'Et.A SUBJECT TO FREEZING
SUCH AS P- TRAPs IN lHE
flOOR, HAVE BEEN PROTECTED
WITH INSULATION BY THE
t.lANUfACTURER. INSULATION
MUST BE REPLACED IF
REMOVED FOR ACCESS TO
THE P-TRAP.
FIGURE 8.6
CONNECTION TO SEWER
SUPPORT STRAP
4" MAX INTERVALS
FIGURE 8.5
DRAIN PIPE SLOPES
AND CONNECTIONS
70
r-
'..
HOME
~
I
----g;1
db
o
SLOPE. 1/ 4w PER FOOT
. "- SUPPORT STRAP -
4'. MAX. INTERVALS
NO~ .
Fou.oW DRAINAGE. S'W'STa.t $CHEMAnCS,
PROVIDED SEPARATaY W1T1i;.iTHlStMNUAL, .. ....,
FOR SITE INSTAl...J..AnON OF" PIPE AND' FlTTINGS.
FIGURE 8.7
DRAIN LINE CROSSOVER CONNECTION
FLOOR JOIST
. -;1.,
sEt DETAIL 'aK
4
<
,.
INSUtATID DRAIN UNE
FLOOR JOIST .
I-BEAM .
SUPPORT BLOCK
R-4 INSULATION
ASS DRAIN UNE
DRAIN UNE FREEZE PROTECTION
FlGURE 8.8
DETAIL" A"
DETAIL "8"
FIGURE 8.8
DRAIN LINE FREEZE PROTECTION
.71
.'
DRAIN UNE
ASS OR PVC COUPUNG CEMENTED
FIGURE 8.9
DRAIN CONNECTION (lYPICAL).
USTED QUICK DISCONNECT
GAS flOW
..
.I::lQID.;
1. REMOVE DUST CAPS BEFORE CONNECTING.
2. CROSSOVER TO BE USTED .FOR EXTERIOR USE.
3. CROSSOVER TO. BE SAME. SIZE. AS . GAS PIPING.
.... USE GAS CONNECTORS SUPPUED BY
MANUFACTURER WHERE APPUCAaLE.
FIGURE 8.10
GAS LINE CROSSOVER CONNECTION
BOJTOM SIDE
OF FLOOR ~
.
"An
HALF
~
I. "8" HALF
.
t .
un Qlmm i \1\lli\\\\\\\\\\\\a:m I
\. Flexible Connector
C Typical Piping
Gas Flow ~
Protective
Cap / Plug
Protective
. Cop
REMOVE DUST CAPS
BEFORE CONNECTING
FIGURE 8.10(0)
GAS LINE CROSSOVER CONNECTION (ALTERNATE)
72
.'
..
.MQIES;
1. COLOR CODED WIRES (RED,
BLACK, WHITE, AND GREEN)
SUPPUEO BY OTHERS.
2. GREEN WIRE GROUNDED TO
fARTH. .
'c\. ';;;r,?t:";:'(;,':,~'~,<;'(".'
~ FROM ElECTRICAL SERVICE
1~ MIN.
ClAMP lYPE SERVICE HEAD
ROOF UNE
FIGURE 8.11
lYPICAL OVERHEAD FEEDER ASSEMBLY
JUNCTION BOX
(SUPPUED BY OTHERS)
APPROVED CONDUIT WITH
COLOR COOED WIRES
(SUPPUED BY OTHERS)
GREEN WIRE GROUNDED
TO EARTH
~ ELEClRlCAL RACf:NAY WITH COLOR
CODED WIRES TO DISTRIBUTION
PANEl (WIRES SUPPUED BY OTHERS)
o
BUSHINGS
BlACK, RED, & WHITE WIRES
TO SERVICE PANEL BOX
tiQIE;
TIE GREEN WITH GREEN, BlACK WITH
BlACK, RED WITH RED, AND WHITE
WITH WHITE USING APPROVED
CONNECTIONS.
FIGURE 8.12
lYPICAL UNDERSIDE FEEDER ASSEMBLY
. 73
,
"
'J
Table 8.13(0)
COPPER CONDUCTOR SIZE
SERVICE WIRE SIZE CONDUIT
AMPS FEEDER GROUND NEUTRAL SIZE
100 #3 #8 ,#3 1-1/2"
125 #1 #6 .' #3 2"
150 #0 #6 #3 2"
200 #000 #6 #3 2"
,~Refer to notes 1 and 2 for minimum box size.
Table 8.13(b)
JUNCTION BOX SIZE
Notes:
1. For straight pulls, the length of the box shall not be less
than eight times the trade diameter of the largest raceway.
2. For angle pulls, the distance .between eQch raceway entry
inside the box and the opposite wall of the box shall not
be less than six times the trade diameter of the largest
raceway.
Note: For angle pulls, if one of the raceway entries is
opposite a cover, the distance between .the entry
and the cover may be less than indicated above,
but shall not be less than given in the following
table:
SIZE OF FEEDER CONDUCTORS DISTANCE, RACEWAY
"- TO BE INSTAllED ENTRY TO COVER
Awg OR MCM IN.
4-:-3 2"
2 2-1/2"
-'-
1 3"
1/0-2/0 3-1/2"
3/0-4/0 4"
250 4-1/2"
300-350 5"
,
74
. t.WN PANEl ENCLOSURE
. BONDED TO
ENClOSURE
NUETRAl METER
BUS BAR ENCLOSURE
---- METAL CONDUCTOR
..
..
METER ENClOSURE
GROUNDING ElECTRODE
. OVERHEAD ENTRANCE
@
BRANCH CIRCUIT
t.WN DISCONNECT
EXTERIOR METER / PANEL BOX COMBONATlON
GROUND BUS BAR
CHASSIS BONDING WIRE /
GROUNDING LUG ~
ON CHASSIS
TO GROUNDING
ElECTRODE
GROUNDING ElECTRODE
METER ENClOSURE J
GROUNDING ElECTRODE___
UNDERGROUND ENTRANCE
METER
ENCLOSURE
GROUNDING
ElECTRODE
ENTRANCE BElOW ROOF UNE
. .
FIGURE 8.14
TYPICAL METER BASE INSTALLATIONS AND GROUNDING
75
....
.l
FlSH CABLE lliROUGH PRE-DRIu.ED HOlES
IN WALl STUDS TO RECEPTAClE BOX.
SECURE WIRE WI1l-lIN 1 t' OF BOX.
RECEPTACLE ON INTERIOR
PARllTION OR EXTERIOR
, WALl OF MAIN UNIT
RECEPTACLE
IN WAlL
l:IQIE;
TO ENSURE CIRCUIT CONTINUITY, CONNECT MATCHING COLOR CODED
WIRES WI1l-l APPROVED SPUCING DEVICES OR' METHODS PER NEC.
FIGURE 8.15( a)
ELECTRICAL CROSSOVER (ALTERNATE)
FROM MAIN PANR
GROUND SCREW
APPROVED CONDUIT
(SUPPORT AS REQUIRED)
1iQIESi
1. ONE GROUND WIRE (PIGTAIL) UNDER EACH GROUND SCREW.
2. JUNCTION BOXES TO BE INSTALLED BY MANUFACTURER.
3. TO ENSURE CIRCUIT CONllNUI1Y, CONNECT MATCHING COLOR CODED
WIRES WITH APPROVED SPUC1NG DEVICES OR MElliOOS PER NEC.
FIGURE 8. 15(b)
ELECTRICAL CROSSOVER (ALTERNATE)
76
;-r J}
If.
!mES;
1. ONE. GROUND WIRE (PIGTAIL) UNDER EACH
GROUND SCREW.
2. JUNC110N BOX TO BE INSTAU.ED BY
MANUFACTURER.
J. TO ENSURE CIRCUIT CONTINUI1Y. CONNECT
t.CATCHING COLOR CODED WIRES wtni
APPROVED SPUClNG DEVICES OR t.CETHODS
PER NEC.
~ RECEPTACLE OR
JUNC110N BOX
t.lETAL JUNCTlON BOX
APPROVED CONDUIT
(SUPPORT AS REQUIRED)
FIGURE 8.15( c)
ELECTRICAL CROSSOVER (ALTERNATE)
.t!QIES.;
1. Nt.I WIRE TO BE FIELD CONNECTED.
2. TO ENSURE CIRCUIT CONTINUI1Y. CONNECT
t.CATCHING COLOR CODED WIRES wtni
APPROVED SPUCING' DEVICES OR t.CElliODS
PER NEC. .
FROt.l t.WN PANEL
BRANCH CIRCUIT CONTINUATlON
"--- RECEPTACLE OR
JUNCTION BOX
SECURE WIRE WITHIN 1 't' OF. BOX
t.lARRIAGE WALL
FIGURE 8. 1 5( d)
ELECTRICAL CROSSOVER (ALTERNATE)
77
."
.:,
... ...... .".
~
1. ONE GROUND WIRE (PIGTAIL) UNDER EACH
GROUND $CREW.
2. JUNCTlON BOX TO TO HAVE A BlANK COVER
INSTALLED AFTER WIRING IS COMPlETED.
3. TO ENSVR~ ClR.CUIT CONTINUITY, CONNECT
MATCHING COLOR CODED WlRES.W(ffi .
APPROVED ,SPdCiNG' 'QEVlC~h'OR ~ETHODS
PER NEC (1975) 110:"14(b)... '. .
NId CABLE FROM
· 8" SECTION
NM CABLE FROM
- A- SEC110N
METAl JUNCTION SOX
FIGURE 8.15(e) .
. E~ECTRICAL CROSSOVER (ALTERN~TE)
.HQIE; ,
INSTALl CoPPER WIRE IN GROUND LUG ON
OPPOSING CROSSM~BER AND. TIGHTEN FIRMLY.
_1
. .'. . :"
#8 COPPER WIRE
.,....
~.
cRO"SSMEMBER - 8" UNiT
FIGURE 8. 1 5(f)
BONDING OF MULTI-WIDE CHASSIS
78
. t t \, ;'i'" .f ~<' ,','~~ ";
.
..
~
1. JUNCTION BOX TO TO HAVE A BlANK COVER
INSTAll.ED AF1ER WIRING IS COMPlETED.
STUD
WIRE
PROTECTOR
NM CABLE
TO .-ft'
SECllON
---J NM. CABLE
/ FROM. /4.~SEC110N
METAl JUNCTION BOX
FIGURE 8.15(g)
ELECTRICAL CROSSOVER (ALTERNATE)
lOCKIHO
lATCH
MATING
FACES
COUPUNG SPUCES:
1. ORIENT TI-fE SPUCES SO T1iE .MATING
. ENOS AUGN WlTI-f EACH OTHER- SHOWN'
IN THE FlGURE.
2. SUOE THE SPUCES INTO EACH OTHER
UNrTL THE LOCKING LATCHES. ENGAGE THE
LOCKING TABlS. ONCE COUPLED, THE
SPUCES ARE NOT TO BE UNCOUPLED.
THIS' COMPLETES THE ASSEMBLY OF THE
CABLE SPUCING.. DEVICE.
MOUNTING SPUCES:
1. COUPLED SPUCES CAN BE MOUNTED TO
STUDS OR POSTS WlTI-f 4d COMMON NAlLS.
€>
€>
00 NOT USE OVERSIZE NAlLS
OR DRIVE NAIL HEADS INTO
SPUCE.
00 NOT UNCOUPLE SPUCES
ONCE THEY HAVE BEEN MATED.
€> DO NOT RE-USE SPUCES.
FIGURE 8.15(h)
ELECTRICAL CROSSOVER (ALTERNATE)
79
.
.
:.,
CHAPTER 9 - FINAL INSPECTION
Make a final inspection when home installation is complete to make
$ure that no ~tems 'have :been overlooked and that all work was done
properly Place 'spe'cial eJ,llphasis on the fOllowing "checklist"
items:
9.1 Water and~drain:systems. All water and drain systems work
properly and do not leak.
9.2 Applianoe function and operation. Appliances' have .been
tested 'and.work properly.
9.3 Windows, doors and drawers. All 'windows, doors and drawers
cW.orJc prpperly..
9.4 Exit windows. One window in each bedroom is designated as
secondary exit to be' used in case of emergency~ Each exit
window' is. labeled .as such with operating':.in~t!:'Uctions. . "All
shipping .hard'ware should be removed..and the. window should
operate as. explained in the window manufacturer's
instructions. (Note: Egress doors may be provided in place
of egress windows.)
9.5 Exterior siding and trim. There are no gaps, voids, or
missing f~steners, and all seams are sealed.
9.6 Staok heads and vent pipe flashings on roof. All stack head
or vent pipe flashings are properly' attached and sealed.
9.7 composition' r~of. All shingles are properly attached, none
are. loose' or missing, all holes are filled ana no fasteners
are exposed.
9.8 Skirt and foundation venting. The skirting around the home
has nonclosing vents, located at or near each corner as high
as possible to cross-ventilate the entire space under the
home. The free area of these vents must be equal to at least
one square foot for every 150 square teet of floor area of
the home. The vent size must be increased to allow for
insect screens, slats, louvers, etc., used over the open vent
area.
9.9 Low-hanqing trees and bushes. If there are any low-hanging
trees or bushes near your home, trim or cut them. Think
about the plants' possible movement during windy conditions
or under snow or ice loads in limiting their future growth.
9.10 Exhaust fan operation and air flow. Check all exhaust fans
for proper operation and air flow.
80
"7:>"'; .1';" '
; ;:;; '/ ,:;;:':1j:j(
J
.
....
9.11 Bottomboard. Carefully inspect the bottom covering of the
home for loosening or tears from installation of pipes or
wires. Seal openings around the floor perimeter, pipes or
pipe hangers,.and splits or tears with .weather-resistant tape.
See bottomboard manufacturers...pattching'and repai~
instructions for proper methods"(separately.provided with
this manual).
9.12 Ground cover. Repair any cuts or tears 'in.the ground cover
with tape.
9.13 Anchors and straps.. Be sure the.correct.number of anchors
have been installed at the proper an~lei. and .that all .straps
. have been tightened.
'.
9.14 Interior details. Inspect. f.or, and correct, all~interior
finishing details, such as loose molding., carpet sea1l1s, etc.
The retailer".s representative should inspect. the home with the
homeowner, give .the homeown~r a copy of the Homeowner's Manual, and
brief the homeowner about maintaining the home.
81
.v
:..
CHAPTBR 10 -. RBLOCA'1'J:NG '1'HB. 110MB
Reiocation '9f the hom~. If it is n~cessary to move your
home, HAVE :1:'1' .HOVED BY A PROFBSS:l:ONAL KAHUFAC'l'URBD .KOKE
HOVER,. KAEB'SURB.HB USBS' BNOUGH '1'BHPORARY WOOD BLOClCJ:NG, and
check the following items: .
10.1.1 New'Zones. Check the roof and wind load and the temperature
requirements at the new location. If the new requirements
are greater than tho~e shown on your home's compliance
certificate, .check the cost of adapting the home before
moving. otherwise, .:any resu~ tinq damaqe will not be covered
under your warranty, and you may be held liable for any
failures. Check with Guerdon Homes, your home retailer, or a
qua~ified manufactured home mOVer about making these home
improvements. . .
10.1
10.1.2 Tires and axles. Replace any removed tires or axles as
Tequired by the manufacturer. Be sure that tires' are
inflated correctly, have at least 1/16" tread, and do not
have any cracks or splits. Check and repair bearings and
brakes as necessary.
10.1.3 Appliances. Secure appliances to prevent movement during
transportation.
10.1.4 Dust caps. Place dust caps on the ends of all pipe
connections.
10~1.5 Blockinq durinq storaqe. Any home placed in storage,
including those on sales lots, must be immediately blocked
under each I-beam, both at the rear of the home and midway
between axles and hitch, to prevent excess.ive..,deflection and
possible structural damage.
10.1.6 Transit of .furniture and belonqinqs. Substantial damage may
result if furniture, personal belongings, setup materials or
other items are stored in the home during.transit. 'l'RANS:I:'1'
DAMAGE IS NOT COVERED UNDER YOUR WARRANTY.
10.1.7 HUltisection homes. Re-install temporary structural supports
and bracing materials before moving the home. Cover open
sides of sections with weather-proof materials such as 6-mil
plastic sheeting. After the sections have been separated,
s.ecure 2" x 6" shipping braces at the front end and in the
axle area. Place ridge beam supports in open areas at a
maximum of 4' on center.
82
'-'--':':"f,.
.
.
WIND ZONE I (15 PSF LATERAL)
ALTERNATE: METAl ROOFING
(FACTORY INSTAlLED) .
ROOF CftP - INSTALLED ON SITE
(1) LAYER OF 151 FELT OR
APPROVED UNDERLAYMENT -
INSTAllED ON SITE
SHINGLES (SHIPPED LOOSE FOR SITE
INSTALlATION OR OVER-LAPPED FOR SHIPMENT)
SHEATHING (FACTORY INSTAllED)
(1) LAYER OF 15/1 FELT OR
APPROVED UNDERLAYMENT -
NSTAlLED AT THE FACTORY
151 FELT OR UNDERLAYMENT TO BE OVER _________
lAPPED A MINIMUM OF 2" OR PER ARMA ---- ~
STANDARDS ~
3/8"xS" LAG SCREWS AT 3S" O.C.
EXCEPT 28' AND 32' WIDES IN THE
MIDDLE AND NORTH ZONES AT 24" OC
SITE INSTAllED AT 45 DEGREES.
PRE-DRILL HOLES.
FASTENERS TO BE STAGGERED, SIDE TO SIDE.
. 0
Federal Mobile
AHome Construction
nff Safety Stand~rds
MAR , 9 2002
. .
. FIGURE SUA-83
ROOF MARRIAGE CONNECTION (ALTERNATE)
SUA..'S
.. ..
tJ
~~
CITY OF PORT ANGELES
PEPARTMENT Of COMMUN,I1'Y"DEVELOPMENT - BUILDING DMSION
321 EAST 5THSTR.EET, . PORT ANGELES, W A 98362
'.
Application Number
pin number . . . .
Property Address
ASSESSaR PARCEL NUMBBR.
Application description
Subdivision Name
Property Use
property Zoning . . .
Application valuation
04-00000592 Date
.235408
1318 W 15TH ST
06-30~00-0-4-3322-0000-
RES MANuF:AcTriRED. HOMB
9/07/04
RESIDENTAL SF 7000
RS7RESDNTL SINGLE FAMILY
78333
OWner
contractor
THAYER, JOSHUA/ JEANNE
P. O. BOX 531
cLALLAM BAY
(360) 68-1077
Structure Information
Construction Type
Occupancy Type
ather struct info
WA 98326
BUY . RITE HaMBS
3543 W.STATEHWY 16
SEBRING
(479) 795
1600 SF MANUFACTURED HOME
TYPE V NON-RATED
SINGLB FAM &CaNGREGATES
TOTAL % LaTCaVERAGE
EXISTING LOT C9VERAGE
LaT SIZE
PROPOSED LOT COVERAGE
TaTAL LOT CaVERAGE
NUMBER .oF UNITS
FL
- \)..
'\ ,
\
C/)
:J)<
(\J
25.00
1.00
7000.00
1750.00
1750.00
1.00
Permit . . . .
Additional desc
SubContractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL'.NEW RESIDENTIAL .
KIRSCH/ SERVICE
KIRSCH ELECTRIC
78.70
8/30/04
2/27/05
INC. . .
Plan CheCk Fee
Valuation
.00
o
....0 "i
, ,I
~l"tl
-c: ........'
~ 00,1
~4a';'
Qty unit Charge Per
1.00 78.7000 ECH EL-MANF HOME SERVICE & FEEDER
Extension
78.70
special Notes and Comments
Building address sign shall not be less than 6"& not more
than 12" in height. Numbers colors must contrast with wall
color they are mounted on. (ard. 14j36.050~E)
When roof gutters are installed, drains. will..located in dry,
wells or piped to approved storm drain locations.
Manufactured.home must be pit set so that n,o more than 12"
of skirting is visable above grade. .
AN ENGINEERED CaMPACTIaN TEST REPORT MUST BE SUBMITED PRIaR
Ta FaUNDATIaN/FooTING INSECTION.
Proposal will result in mfg home on RS-7 +ot. Setbacks are
good. lot coverage is 25%. No land.useissuesare note~.
Electrical load calculations and elctricalpermits are
required. ,.
Any modifications to the City'S electrical facilities will
be at the customer I s expense. '
-.,.{
\I)..
~.'......'..:....
~.->
.\1.\. .........,....
~~{;
..
_.-.,~-----------------------------------------------------------------------
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE,
PW WATER SYSTEM USE FEE
745.00
4.50
1025.00
Fee summary
Charged
Paid
Credited
Due
"----'------
Separate Permits are required for electricalwork, SEPA,ShoreUne,ESA, utilipes;privateand public improvements.l11isp~T'itbecomes
null and void if work or canstructionauthorizedis not com'Renc~pwithin 1804a~,jf construction arwork is su~pended'~~ati~mdoned
l. or a periad of 180 days after the work as commenced, or jfrequired inspectionsfiave not been requestedwithin 180 Q~~. '.*.2m the last
inspection, 1'l1erebycertifYtl1ai"l1avel"ead' and eXc:lInine9tfils'~ppncatiOn and'l<iiowthiisame fobetrUeand icOii~ctiAtt;Pfc)Vi5io~::f()f
laws and ordinances goveming this type afwark will be compUed:with whethersp~cifj~d herein or not. The grari~rig,ofaper;lTji~t~oes ,not
presume to give authority to violate or cancel the provisions otany state or 10(;81 law regulating canstructian,or the. perforiTiance. of
construction. '
T:\PI.ANNING\FORMS\1 102.15 {1111412003]
Signature of Contractor or Authorized Agent
Date
Signatur~of Owner (ifolJVner isbuilder)
I
BUILDING PERMIT INSPECTI N RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4 35 FOR ELECTRICAL INSPECTIONS.
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO VER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN AlcONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS A T JOB SITE.
INSPECTION TYPE DATE ACCEPTED CO~MENTS
YES NO "
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAlNAGElDOWN SPOUTS
ELECTRICAL (UGHT DEPT) SEPARATE PERMIT: #
ROUGH-IN I
PLUMBING
UNDER FLOOR! SLAB ..
..
ROUGH-IN
WATER LINE (METER TO BLDG) I
I
GAS LINE
BACK FLOW ! WATER
AIR SEAL .'
WALLS
CEILING.
FRAMING
JOISTS! GIRDERS
SHEAR WALLIHOLD DOWNS
WALLS! ROOF! CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY) .
T-BAR
INSULATION
SLAB
WALL! FLOOR! CEILING I I I
MECHANICAL
HEAT PUMP
GAS LINE .
WOOD STOVE! PELLET I CHIMNEY I
HOOD! DUCTS
PW UTILITIES I SITE WORK (Engineering Division) SEPARATE PERMIT#'s:
WATERLINE I METER
SEWER CONNECTION
SANITARY .
STORM I
I
PLANNING DEPT. SEPARATE PERMIT#'s SEPA:
PARKINGJt.JGHTING I ESA:
LANDSCAPING ! SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR -rq OCCUPANCYIUSE ..
. .-. ..' ...~~II!~)'fI'IAI... _ .. n__n._.~. .- -....- _.~ .... DATE -- -~~- ~"N' ..._.JIl..~' .....n .COMMERCIAL . ,...J'>.1~...._ '0.0.~~9!~0.'_0.0."
._.__.. .'V'~.._ ________._...____.._,. .__ ,""'. __
. . . '. I..' YES NO
. .
ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRIcAL
UGHT DEPT .
CONSTRUCTION R. W.! PWI CONSTRUCTION - R. W.
ENGINEERING 417-4807 PW I ENGINEERING
.
FIRE 417-4653 FIRE DEPT.
.
PLANNING DEPT. . 417-4750 PLANNING DEPT.
BUILDING ....,
BUILDING 417-4815
T:\PLANNING\FORMS\1102.15 [1111412003]
I: '
I
";,;~.,' -y~'-
;:;~\" ,. . ,',,} ,~-', ., ;
\^.*:--:f:
s
~~
. .;,.:~:,CltYOEPOR'D.ANGEDES ...... . ,... .,.. '.' .',
, ;, "...._._....>-...;-(>,~..:.:::;<'-.......:\~..::t..::,.', .', ....><...'<__..'..'..,.....,,::<.'" ...--....,:...':...:.:'. " , ", - .:',. ..:
DEPARTMENT OFqO~ DEvEBQP~NT. -BUlLDINGI)NISION
321B'AsT'STH STREET, PORT 'ANGELES, W A98362
t
, ,'J','~_
l.
i
!'
Application Number
pin number. ...
Permit Fee Total
:' Plan 'Check Total
Other Fee Total
Grand Total
04-00000592
.235408
78.70
.00
1774.50
1853.20
78.7.0."',
'.00
1774.50.
1853.20
.00.
.00'
.00
.00
00
.00
.00.
.00
Separate perll1ltS are reqUired forelectriealwork,' Se.:PA, ~~:?r~Ii.~i1.,ESA. utiUti~~" ,<t.e~nQPublicirnProvla~~~;'PJ~~trn~~orn~
null and void if. work. or co. nstruction authorized is not cOrrimen:oe~wit,\1in 1So..d . . 'construction or work Iss~$pe.:Kfea(jr,abaridone(f
.. .. .. .. ".. ,,:_,-'"'' ,---,,":" .. ("~~':",>-"~_.",,",, :': '~.':'- '",.'~~ '$:":__'~ '.~_f>, .. .,"'-:;~. - ,_ ,'" ",.. ,'.. .. ,...... ,_., :'_" .,-." __':. '--'-'--" .,0: ,- -'i:,,".i~:~,~-:,' ,,': ':~ ,-,.',;' ",:
for a period of 180 days. after the.work as commel1ced;orif,!eClHit~~,;!I1!ipectlcirls:J1~~~'rtotbeen requested;w!Jl'ir~.~Q;Q"~~~fti?ri\tf1Eflasf
Inspection. .1 hereby certify that I have read and~~min~~~rs'13pelicati0I1 an~;!ffi9~;me s~meto be true13~co~A~,-,~1I e.reYisi~I1S of
laws and ordinancesgoveming this type of work will. be cOl)1plied,l&ith whether;s~~Iij~~;herein()rnot.' The 'g'PntT(l~'ofia. permit~ges/'l0~
presume to give authority to violate or canceL the provisionsot'ariy stateQr 16cafilaw-regulating ,copstruction or tI1e. perfolTMmce"of
construction. "" '....... . .
Signature ot,oWner (Ifowner Is bliilder).
Signature of Contractor or Authorized Agent
Date'
T:\PLANNING\FORMS\I ]02.]5 [111]4/2003]
r
;.",~
I
"
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECJ'ED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE I ACCEPTED COMMENTS
I YES I NO
FOUNDATION: :
FOO~GS ....
WALLS .
..'
FOUNDATION DRAlNAGEIDOWN SPOUTS
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: II m JA ~IJ' I~~D~~~
ROUGH-IN Q..~ liLJJ(A Y /.It
, 7
PLUMBING
UNDER FLOOR/ SLAB
ROUGH-IN
WATER LINE (METER TO BLDG) .
GAS LINE
BACK FLOW / WATER
AI~ SEAL
WALLS
CEILING I I '.
FRAMING
JOISTS / GIRDERS
SHEAR W ALLlHOLD DOWNS
WALLS / ROOF / CEILING
DRYWALL (INTERIOR BRACED ~ANEL ONLY)
T-BAR
INSULATION ;
SLAB I
WALL !FLOOR/ CEIiING I I
MECHANICAL
HEAT PUMP
GAS LINE .....
WOOD STOVE-/ PELLET / CHIMJI!EY
HOOD / DUCTS I i
PW UTILITIES I SITE WORK (Engineering Division) SEPARATE PERMIT 11'5:
WATERLINE/ METER :
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT. SEPARATE PERMIT 11'5 SEPA:
PARKlNGlLIGHTlNG .' ESA:
LANDSCAPING . , Sl!ORELINE:
.... -- FINAL INSPECTIONS REQU.I~D PRIOR TO.OCCUPANCYIUSE . .
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT. 417-4735 9,:J!f-ol:l JEt' ELECTRICAL --
LIGHT DEPT
CONSTRUCTION R. W./ PW/ CONSTRUCTION - R.W.
ENGINEERING 417-4807 PW / ENGINEERING
FIRE 417-4653 '., . FIRE DEPT. .-
.
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 BUILDING .
T:\PLANNlNG\FORMS\II02.15 (1111412003)
I
.
I
.
~~
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOP:MENT - BUll..DINGDMSION
321 EAsT 5TH 'STREET, PORT ANGELES,WA 98362
,
'-
Application Number
pin number . . . .
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Subdivision Name
property Use . . . .
Property zoning . . .
Application valuation
04-00000592, Date
.235408
1318 W 15TH, ST
06-30-00~0~4~3322-0000-
RES MANUFACTURED HOME
8/30/04
. .
RESIDENTAL SF 7000
RS7 RESDNTL SINGLE FAMILY
78333
,Owner
Contractor
BUY RITE HoMES,
3543 W.STATE HWY 16
SEBRING
(479) 795
1600 SF MANUFACTURED HOME
TYPE V NON-RATED
SINGLE FAM&CONGREGATES
TOTAL % LOT COVERAGE 25.00
EXISTING LOT COVERAGE 1.00
LOT SIZE 7000.00
PROPOSED LOT C9VERAGE 1750.00
TOTAL LOT COVERAGE 1750.00
NUMBER OF UNITS 1.00 I
----------------------------------------------------------------------------
THAYER, JOSH.UA/JEANNE
, '
P. O. BOX 531
CLALLAM BAY
(360) 68-1077
Structure Information
Construction Type
Occupancy Type
Other struct info
I
"
WA 98326
FL
Permit . . . .
Additional desc
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW RESIDENTIAL
KIRSCH/ SERVICE
KIRSCH ELECTluC
78.70
8/30/04
2r27/05
INC.
Plan Check Fee
Valuation
.00
o
.........
....oW
\'
~~
'W~
, ,
C)""
~;
~
Oty Unit Charge Per
1. 00 78.7000 ECH EL-MANF HOME SERVICE & FEEDER
Extension
78.70
Special Notes and Comments'
Building address sign shall not be less' than 6" & not more
than 12" in height. Numbers colors must contrast with wall
color they are mounted on. (Ord. 14.36.050-E)
When roof gutters are installed, drains will l()cated in dry
wells or piped to approved storm drain locations.
Manufactured homeinust be pit set so that, no more than 12"
of skirting is visable above grade.
AN ENGINEERED COMPACTION TEST REPORT MUST BE SUBMITED PRIOR
TO FOUNDATION/FOOTING INSECTION.
Proposal will result in mfg home on RS-7 lot:., Setbacks are
good, lot coverage is 25%. No land use issues are noted.
Electrical load calculations and elctric~l permits are
required.
" Any modifications to the City'S electrical facilities will
be at the customer's expense.
~,---~-----~---------------------------------------------------------------~-
-;.,c.."
Other Fees
SEWER SYSTEM:DEIN CHARGE
STATE SURCHARGE
PW WATER SYSTEM'USE FEE
745.00
4.50
1025.00
summary Charged Paid Credited Due
------------- -~-------- ---------- ---------- --'------~-
Separate Permits are required for electrical work, SEPA,Shweline, ESA, utilities, private and public improvements. '{his permit becomes
null and void if work or construction authorized is not C(jmmenced within18Q.~,ays, if construction or work Is suspended prabandoned
for a peri~d ofJ.8QdaySafter the work as commenced~ oriftequlred inspectiol'l~ have nolbeen requestedwithin180dayS frpm the .last
inspection. J herElby,certify that I have read and exaillipedthis applicatioriCl~dkpow the same to be true and.correct All provisions of
laws and ~rdinancesgoveming this type of work will b~"ci5m'plied with whether specified herein or not. The granting ota pennit does not
presume to give authority to violate or cancel the provisions of any state pr locallaw regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent
Date
Signature o.f Owner (if owner is builder)
Date
T~\PLANNING\FORMS\II02.IS [1111412003]
:c;(,:"V.f"''''1
:,"",
BUILDING PERMIT INSPECTION RECORD
,(
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
\.
'"
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE ORl;ONCEAL ANY WORK BEFORE
INSPECTED AND Al;CEPTED. POST PERMIT IN A C.ONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPn,OVED PLANS AT JOB SITE.
, INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDA nON DRAINAGEIDOWN SPOUTS
ELECTRICAL (LIGHT DEPl) SEPARATE PERMIT: # J"l. tU Iu ~ ~~r {JA
ROUGH-IN ,IO..~ 'i!roul'-l.L j
T -,
PLUMBING
UNDER FLOOR' SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW' WATER . .
AIR SEAL
WALLS
CEILING I
FRAMING .
JOISTS' GIRDERS
SHEAR W ALLIHOLD DOWNS
WALLS' ROOF' CEILING ,
DRYWALL (INTERIOR BRACED PANEL ONLY)
T-BAR .! .
INSULATIO~
SLAB /
WALL I FLOOR' CEILING I I .'
MECHANICAL
HEAT PUMP .
GAS LINE
WOOD STOVE' PELLET' CInMNEY
HOOD' DUCTS , .
PW UTILI;rIES' SITE WORK (Engineering Division) SEPARATE PERMIT #'s:
WATERLINE' METER
SEWER CONNECTION
SANITARY .
STORM
PLANNING DEPT. SEPARATE PERMIT #'5 SEPA:
PARKlNGILIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO o<::CUPANCl'IUSE '.
RESIDENTIAL DATE YES NO COMMERCIAL DATE .ACCEPTED
YES .' NO
'. fZ1L .
ELECTRICAL - LIGHT DEPT. 417-4735 . 9 ...~~-tJU ELECTRICAL
LIGHT DEFT
.
CONSTRUCTION R. W.' PW, CONSTRUCTION - R.W.
ENGINEERING 417-4807 PW, ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEFT, 417-4750 PLANNING DEPT.
. BUILDING
BUILDING 417-4815
T:\PLANNING\FORMS\1102.15 [l J11412(03)
"',
s
~~
CITY,OFPORT ANGELES
DEP ARTMENTOF COMMUNITY DEVELO;i>MENT - BUll.,DING DIVISION
321 EAST 5TH 'STREET, PORT ANGELES, W A98362
f
Application Number
Pin number . . . .
· Property Address
ASSESSOR PARCBL NUMBER:
Application description
Subdivision Name
Property Use . . . . .
Property Zoning . . .
Application valuation
04-00000592 Date
.235408
1318 W l5TtF ST
06-30-00-0~1~3322~0~00-
RES MANUFAc:rtJj:umHOME
9/07704
RESIDENTAL SF 7000
RS7 RESDNTL SINGLE, FAMILY
78333
------~-----------------
owner
Contractor
THAYER, JOSHUA/JEANNE
P. 0, BOXi531
C~LAM BAY
(360) 68-1077
Structure Information
Type
Type
struct info
t;~
FL
WA 98326
BUY RITE HOMES
~,543 !i .STATE HWY 16
SEBRING
(479) 795
1600 SF MANUFACTURED HOME
TYPBV NON-RATED'
SINGLE FAM, & CONGREGATES
TOTAL % LOT COVERAGB
EXISTING LOT COVERAGE
LOTSIZB
PROPOSED LpT ,COVERAGE
TOTAL LOT COVERAGE,
NUMBER OF UNITS
25.00
1.00
7000.00
1750.00
1750.00
1.,00
Q
-c:
,
~"
I\i
---------------------------~------------------------------------------------
permit
Additional,desc
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW RESIDENTIAL
KIRSCH! SERVICE
KIRSCH ELECTRIC
78.70
8/30/04
2/27/05
INC.
Plan Check Fee
'Valuation
;;00
o
....0
\
--
VJ
........
f:::A
C;
Qty Unit Charge Per
1.00 78.7000 ECH EL-MANF HOME SERVICE & FEEDER
Extension
78.70
~
r
o
~
~....-.
~i
~
----~.---------------------~-----~----~-----------~----~--------------------
special Notes and COllUllents ,~
'Building address. sign shall not. be less. than ." 6" & not more'
.than 12" in height. Numbers colors ,~stcOIltrast with wall
<:olor they are mounted on. (Ord. l4.36.05(j~E)
'When roof gutters are installed, drainswifl"located in dry
wells. or piped to approved storm drain}ocations.
Manufactured home must be'pit set so that no more than 12"
skirting is visable above grade.' " .....
AN ENGINEERED COMPACTION TEST REPORT MUST BE SUBMITED PRIOR
TO FOUNDATION/FOOTING INSECTION.
Proposal will result in mfg home on RS-7 lot. Setbacks are
good, '. lot coverage is 25%. No land use issues are noted.
Electrical load calculations and elctricalp~~itsare'
required.
Any modifications to the City'selectricalfac~lities will
be at the customer's expense.
-~--------------------------------------------'------------~----------------_.
-Other Fees . . . . . . . .. SEWER SYSTEM.D~YCijARGE
STATE' SURCHARGE . .
PW WATER SYSTEM'USE FEE
745.00
4.50
1025.00
Fee summary Charged Paid Credited Due
Separate perrnitsare required for electrical work, SEPA, Shorelin/;!.ESA, utilitie~. priy'a~~and public improvemellts. This pennitb.&~omes
null and vold.if WOrk or con~trq~ion authorizE:)d is not COrTlll)en:cedwithin 180 days,ifC9nstructionor work is s~spendedoraban~oned
for a period of 180 days after the work ascommenced,or if'req~irEtd inspectionsti~ve.'not been requestedwithiri18o;.da~fr9mthEnast
inspection. I hereby certify .that I have read and examihedthi~.application and know the same to be true ,and correct.. All pr()visions of
laws anCl ordinances governing thistype'of work will be complied 'with ,,:,hetherspecifiedherein or~ot.. Thegra,ntirig of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the perfol1T!ance of
construction. . . .'
Si.gnature of'Contractor or Authorized Agent
Date
Signature of Owner (if oWner is builder)
Date
T:~LANNING\FO~S\II~.15 [11/1412003)
"-1'-,
,.
J/
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECI10NS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COJlER,INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
. ,~
INSPECTION TYPE , DATE I ACCEPTED COMMENTS
.' I YES I NO .,:{
FOUNDATION: ','
FOOTINGS
WALLS
FOUNDATION .DRAINAGEIDOWN SPOUTS
ELECTJU.CAL (UGHT DEPT) SEPARATE PERMIT: # fIJ Iu. ~ LP'__ +- ~ IJ6" ~
' ROUGH-IN q-.:!~ I Vf/
PLUMBING { " ,
UNDER FLOOR I SLAB "
ROUGH.IN
WATER l,INE (METER TO BLOG)
GAS LINE
BACK FLOW I WATER j
AI~ SEAL ';
.
. WALLS I
CEILING I I
FRAMING ,
JOISTS I .GIRDERS
SHEAR WALLlHOLDDOWNS ;
WALLS 'ROOF I CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB I
WALL I FLOOR I CEILING ; I I I
MECHANICAL
HEAT PUMP
GAS LINE
WOOD STOVE I PELLET I CIDMNEY ,
HOOD I DUCTS .
PW UTILITIES I SITE WORK (Engineering Division) SEPARATE PERMIT #'5:
W ATERLINEI METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT. SEPARATE PERMIT #'5 SEPA:
PARKlNGlLIGHTING ESA:
LANDSCAPING " " . SHORELINE:
',' ': " FINAL INSPECTION~ REQUIRED PRIOR TOOCCUPANCYlU,SE.f, .; i"
RESIDENTIAL ' . DATE YES NO COMMERCIAL DATE > ACCEPTED
yEs NO
ELECTRICAL ~ LIGHT DEPT. 417-4735 9 ~ ;;L 3-' tJ./) et<.. ELECTRICAL
LlGHTDEPT "
CONSTRUCTION R. W.I PWI , CONSTRUCTION. R. W.
ENGINEERING 417-4807 PW I ENGINEERING "
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. , 417-4750 PLANNING DEPT.
'"
BUILDING 417-4815 BUILDING
-t
T:\PLANNING\FORMS\1102.15 [1111412003]
L_
,.
I
" II
. - 15 CONTINUOUS IIII
1111
II "
IIII
" II
INSTALL HOOK FOR
ENDWALL (LONGlTl.!DlNAL) IIII
TlEDOlmS AS REO D PER
INSTALLA TlON UANUAL
IIII
IJJ ~ \>-\;\;\>-<?J. j~ ~S
~1 \>-~\ ~\;~
'\\ a~ l: 1>-'--'-- <20'<'-
o\i'\)~'\S sl~( *~
~ s \>-G<(; 00~<(:, .~PI j
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tLH
...
'..
....
SECTION
NTS
VARIES
fROU END
I Olm
GENERAL NOTES
NOTES:
'. FOOTING NOT DESIGNED FOR SHEAR WALL STRAPS
....'CH UA Y 6( REOUIRED PER INDIVIDUAL HOUSE
PlAN.
15 TIE DOIm HOOK 0 10' O.C. UAX.~ 10' UAX. ~ ENGINEERING OESlGN LOADS
~w T~~T~~U~~~D OPoJ:i?dS:~E H~~TlON) r ~~ LL~~~~A~~~~ ~ <:'~W~ONE 1
ffA ffA SEISMIC ZONE: 3 PER U.B.C.
SOiL BEARING CAPAOTY: 1000 PSF
UANUF ACTURED HOl.lE REOUIREUENTS
28' DOUBLE \\IDE
IIII IIII 99 1/2- FRAUE SPACING
I 40' UIN STRAP ANGlE ON SIDEWALLS 3. UA TCH LINE PIERS OR PERIUETER PIERS UA Y NOT
'\ ~ 28- UAX. PIER HT. (TO BOTTOl.l OF I-BEAU) ALIGN W/ CONCRETE RUNNERS. UA TCH LINE PIERS OR
IIII ~~1 ' "SIDEWALL FRAUING HT. -7"-6- UAX. PERlUETER PIERS ....,CH DO NOT AllGN ARE THE
. .... ,c.. )4/12 UAX ROOF PITCH CONTRACTORS RESPONSIBILITY. INSTALL PIERS PER
.\"-4. -::J 16- OVERHANG INSTAlLATION UANUAL.
C IIII ~ CO IIII o\...~ 2. CONSTRUCTION SHALL CONFORU TO THESE PLANS. ALL
./" ...., \ APPLICABLE CODES AND ORDINANCES INCLUDING THE 1997
-< <(; \ "\ I <'..- \....... EDITION OF THE UNIFORU BUILDING CODE AND THE UANUF ACTURED
.- CONC. SlAB J IIII S- \ LJ.....i.. S" V HOl.lE INSTALLATION MANUAL FOR KARSTEN HOl.lES (TlEDOIm SYSTEU. FIGURE 5.10 STAUPED &
OR PIT RUN ~ lJ\1' <y . \ SIGNED 9/30/97. LONGITUDINAL TlEDOlmS. FIGuRE SAU-71 STAUPEO & SIGNED 10/30/00)
,L ~ ~I\.. . i' .\" CONCRETE NOTES
III ~I \..... ./~ r I ',.
."\ .-('"... \ 1. CONCRETE SHALL BE A COUMEROALLY AVAILABLE TRANSlT- UIX PROPERLY
. n S. \ V S, PROPORTIONED AND DEUVERED TO THE SITE IN READY-U'X TRUCKS. AGGREGATE
I\..\'... ......,,,\x; l'.....{C- IIII SIZE SHALL BE A MAXIMUM OF 1-1/2- IN FOUNDATIONS ANO 3/'- AT ALL OTHER
\,^,- \\...\ \ \ r' V LOCATIONS. SlUUP SHOUlD NOT EXCEED '-. CURING COl.lPOUNO SHALl BE SPRAYED
~ r o\5:\~G \) IIII 2. : ::::=L~::: ~:E:~A:L:T:;:::I:~50~O:::~EGATES SHALL
r I V CONfORu TO ASTt.l STANDARO C-33. ALL REINfORONG BARS SHALL CONfORU TO
Q ~ ASTU STANDARD A-615 AS FOlLOWS:
I r '- ~~ UATING LINE IIII 13 _ 15 BARS AND WWl.l _ GRADE '0
II "
""
""
""
II II
II "
""
1111
88
2. UAXIUUU UA TCH LINE PIER LOAD THA T THIS
FOOTING UAY SUPPORT IS '000 POUNDS 'MTH
A PIER BASE AREA OF 128 SO. IN. 'MTH A SOIL
BEARING CAPAOTY OF 1000 PSF.
3.
CONCRETE USED FOR FOUNDA nONS AND SlABS ON GRADE SHALL HAVE A UINIUUM
28-DA Y COUPRESSlVE STRENGTH OF 2500 PSI. PER KARSTEN HOUES CO.
UANUFACTURED HOUE INSTALLAnON UANUAL. ANO SHALL NOT CONTAIN LESS THAN
5 SACKS OF CEUENT PER CUBIC YARD.
Z
:i
1111
""
""
""
IIII
II "
""
3" CLR.
4.
SPLICES IN CONTINUOUS REINFORCEMENT SHALL LAP AS NOTED ON THE PLANS OR
AS fOlLOWS:
GRADE '0 REINfORCING BARS: U'NIUUU or 32 BAR DIAUETERS.
5.
UNLESS SHOWN OTHER\\ISE. THE UINIUUIJ CONCR, TE COVER fOR REINfORCING
SlIALL BE 2- EXCEPl ....EN CONCRfTf IS TO BE PLACED DIRECTLY AGAINST
EARTH WHERE IT SHALL BE 3-
C.-~, ''',
OR PIT RUN .j
B-x
15 liE DOIm HOOK WHERE SHO......
ON PLANS AND REOUIRED PER
INSTALLA TlON UANUAL
, - 15 CONTINUOUS
. - 15 CONTINUOUS
4- CONC. SlAB
OR PIT RUN
DATE
./
./ 15 TIE DOIm HOOI<
EXTEND HOOK UNDER ALL fOUR
15 LONGITUDINAL BARS OR INSTALL
15 ALONG HOOK UNDER ALL fOUR
BARS
NTS
.,/
NO.
RE\IlSlONjlSSUE
15~fl!!ljlji!1~rJt:~;;:~~~;~:; IS EACH SlOE
OF HOOK. EX TEN
UNDER ALL FOUR
15 LONGITUDINAL BAR
NOTE: US( THIS OPTION IF HOOKS ARE TO BE
nll.[:
UAHUf'ACl\IR(O tOI( rOVHOAnoN PlAN - KAR$1[N C'()IWAHY
FOUNDATION DETAILS & NOTES
a.t:NT:
THE KARSTEN COMPANY
BRIAN WOOOCOCK
P.O. BOX 537
STATTON. OR 97383
Z ENOVIC & 'It s P(Al!OOY Sl. SI{. .
ASSeX:1 ATES ~:'t~)"'~:.:'~'
INCORPORAT(D rAll- (J60) .17-0~H
DRAWING: ../Ol/OlI98/1oa-l.oWG
..... NO. SH((l
02196
DAI{ 1
AUGUST 2002
SCAU:
1/'- - 1'':'0- <>
--..
SECTION-OPTION
NTS
EXPIRES B/12/0~
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07/21/2004 13:25 3604528498
NT! JLS GRUUt-'
r'Al:il:. l::J:L
([.
NTI
NORTHWESTERN TERRITORIES, INC.
Engineers. Land SUrYoyors . Gl!o/oglst
Cons/ruelion Inspection. Meterlals TestIng
FIELD DENSITY TEST
NUCLEAR GAUGE METHOD
PROJECT: ., h ct."1er re:sidQ.Ac..e..
CONTRACTOR: b I ^ (V,\OND
MATERIAL:
TESTED BY: f3.f:
DATE: 7-';<l-01-
CLIENT: /6L:l~ ~ I +e. t-lOf'V\t2-S
ADDRESS: f 3113 W I 5~1:b Sf I PA
IDEAL MOISTURE: N / A
.
STANDARD COUNTS: MS = G1-'l
OS = ;;J" BG
TEST DEPTH DRY WET MOISTURE PERCENT PROCTOR PERCENT
NO. DENSITY DENSITY COUNT MOISTURE COMPACTION
I I:), qS.q 103,7 7.6 t3..1 NIA.
LOCATION: c.U+ O\y-e.,t\.
d G I" 4 t q -\1 ;;(~ J ~ I 8.0 : 70
B II;:(o,~ 1/;;1(1.51
3 C) ~ I 7.5
LOCATION: cut c",'1OA.
'--
4- Go I ~ 3,. I 13~.7 9.5 7.7 I
LOCA TION: C u+ 0., V-'-{!.L>..._
5 G CJe,o I 05,5 -7,5 7,G,
LOCATION: C LJ t- C\ V- E:..c:\...
G, G'" 1/9, Q } ~5 . "t G,3 5.3 105 %
LOCATION: f ;(1 0\ .r'e.., A-
7 g" 111.6 1/8,0 (, ~ f 5..5 10 ( 0/0
LOCATION: -P; \/ ~ .,€.A..
8 tj" Ido.9 / :< ~:Ii 3 5,3 I 4..4- 109 Q/() .
LOCATION: f', Ii o..y-~
q 6" I;;"G,,;( 1.31,6 5.1- I 4,3 \ \ 1" ('0
I LOCATION: ,(:; II C\ re..CL
I LOCATI~l. I I I I I I
G:\Gp.nlaIllIForm!\Fidd D~nrJlY Tesl.",pd
717 SOUTH PEABOOY, PORT ANGELE~ WAn ~8~6~ .!:60) 452.8491 1-a00-6S4-5545 FAX 452..M98
07/21/2004 13:25
3604528498
NTI JLS GROUP
t-'Al:it:. ~l
NORTHWESTERN TERRITORIES, INC.
717 SOUTH PE^BODY STReeT, PORT ANGELES. WA 9B3IJZ
F.nginoors Land SUN9yors Geologists
COnS'flJctiClrl/nspoc/ion Matarials Tesl;ng
JOB CONSTRUCTION REPORT
REPORT #:
DATE: 7- ~,- 01-
(3aoI452~491 1-IJOO~54.5545 FAX 452~498 E.Mall: Info@ntl4u.cDm
-rho. Lf er
PROJECT: I 316 w.. I 5"'~ S T 1 P A
CONTRACTOR; DIp., Y"'"\ 0 .r'\ d
CLIENT: ~U:f /-:\ ,-h~ Hot'y..,E. S
SUPERINTENDENT:
INSPE~!OR ORDERED BY: _ c-ll~2-n+
INSPECTOR: ~,' II Po. I ,,:0-C!:l (\
""".,.._L!.
INSPECTOR ARRIVED: 10: 30 DePARTED: Ia?: 00
WEATHER ~l.J 1\"'" '1 ) vV~v,...r'Y\
JOB#: Bl>YfZo301
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c. u \- ~c.\r"+--l .0,,'"', lA.A, 's +-@_=.)--f-e-d ',on se.v~"t\J I oc.D>.-hcf\sJa ~'e:.+ "'-
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lfY"\~ p:>.:("" I 0\ ; + ~t'id D re.,pr.:'~(; ,
Post-It" Fax Note 7671
To C [>o,,-\:'~
Co.lDepl. ~~ ~(h.
Phone II
Fax # C';,51- 0''00 FI.!:<#
REINSPECT/ON REQUIRED DYES
~NO
G:\Gen\Kate\Lab\Job Construction Report.doc
15TH ST.
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L _ 42' 1 _ _ _ _ _ _ i ~_I
I 20 ' x2 0 ' I f
I 2 Car I
I Graveled \
I Parking I 20'
I Area I
I' \
WTR
ALLEY
Fire0
H~rant
N
~llE
CITY OF PORT ANGELES - Construction Plans
The Issuance of this permit based upon these plans, specifi.
cations and other data shall not prevent the bU;;ding official
from thereafter requiring the correction of errors in said
plans, specifications and other data, or from preventing
bUilding operations being carried on thereunder when in
violation of all codes and ordinances of this jurisdiction.
(SECTION 303(c) ~~f~r:!u'd~~Code.)
Approval Date ~BY -:ILL
ADDRESS TO BE PLACED IN BOLD LETTERS
AT LEAST 6" EACHI
2 CAR GRAVELED PARKING AREA
ENTRANCE IN ALLEY
SKIRTING AT BE BACKFILLED TO
WITHIN 12" OF HOUSE FRAME
/_ ___ _ _ _ _ _ _SEWER _ _ _ _ _ _ _ _ ~ _ _
-~-
THAYER, JOSH
1318 W. 15TH ST.
Lot 5, Blk 433,TPA
TAX 1D# 06-30-00-043326
PORT ANGELES. WA 98363
" ,'" ..' .., ~f'~
,~.~.. ~.;.~;
.' 'II.. ~. ~
~,' '*-.
SCALE: 1"=15'
FLOOf~ JOIS I
WIND ZONE I (1~) I'~I I ^lI"l~^l.)
-- I~IM MEMBERS
LAG SCREWS TO HAvE
. 1 "1/2" MINIMUM PENETRATION
LAGS TO BE STAGGERED,
SIDE TO SIDE
C 1/2" x 4" U\G SCREWS AT 3~:.C:
FIELD INSTALLED (AT 45" ANGLE)
IN PREDRILLED 1/4" PILOT HOLES
OR
3/8" x 4" LAG SCREWS AT 32"o.c.
FIELD INSTALLED (AT 45" ANGLE)
-: ~l' ~l"fjJJ ~ ~
REVISED l~'
AUG 3 1 2000 .
" ~ .
F~cCl1 Mobile t;;;;;.. "
Home CooslcU4.1io:l ~
And Sat"ly SlaodauJs _.,...
FIGURE 5.2
FLOOR MARRIAGE CONNECTION
WIND ZONE I (15 PSF LATERAL)
FLOOR JOIST RIM MEMBERS
~ 1/2" X 2 1/2" BOLT
ASTM A307, GRADE A
MARRIAGE CLIPS WELDED
TO OUTRIGGERS AT 8' -0" O.C.
FIGURE 5.3
FLOOR MARRIAGE CONNECTION (OPTIONAL)
fiEF. CALC # .2 MARCH 8:_.LTI1
33
~
f
" AM.ERfCAN t"IOfv1ESTAR "
su-
. .f ..~... .
, fLOOR JOIST
WIND ZONE I (15 PSF LATERAl)
RIM MEMBERS
t( f
1/t' DIA. TlE ROD ASSEMBLY
.'
FIGURE 5.4
FLOOR MARRIAGE CONNECTION (OPTIONAL)
WIND ZONE I (15 PSF LATERAL)
. FLOOR JOIST
. RIM MEMBERS
000
MARRIAGE CLIPS AT 8'-0" D.C. .
TO ALIGN WITH FLOOR JOISTS
(4) 5/16"x3" LAG SCREWS AT
EACH CLIP INSTALLED IN 3/1 6"
PILOT HOLES
FIGURE 5.5
FLOOR MARRIAGE CONNECTION (OPTIONAL)
3~
- ,
WIND ZONE I (15 PSF LATERAL)
~ ROOF CAP - SITE INSTAllED
~ SHINGLES (SHIPPED LOOSE fOR SITE
_____ ----< INSTAllATION OR OVER-lAPPED fOR SHIPMENT)
~ ~ (2) LAYERS 151 faT OR APPROVED
~ ~ UNDERLAYt.lENT - SITE .INSTAll.ED
151 faT OR UNDERlAYt.lENT TO BE OVER
lAPPED A MINIMUM OF 2. OR PER ARMA
STANDARDS
SHEAlHlNG UNDER SHINGlES ON
BOlH SIDES - SITE INSTAU.ED
3/8.x6" LAG SCREWS AT' 36.o.c.
EXCEPT 28' AND 32' WlDES IN ltlE
MIDDLE AND NORltl ZONES AT 24.o.c.
SITE INSTAlLED AT 45' IN PREORlUfO
PILOT HOLES
RIDGE BEAM
fASTENERS MAY BE INSTAU.ED
THROUGH SHINGlES PR<MOED
RIDGE. CAP COMPlETElY COVERS
All fASTENERS.
FIGURE 5.6
ROOF MARRIAGE CONNECTION
WIND ZONE I (15 PSF LATERAL)
SHEATHING
AlTERNATE 1/2. DIA. BOLT WITH
WASHER AND NUT AT 36" o.C. EXCEPT
28' AND 32' WIDES, NORTH ZONE AT
24-o.c. INSTAllED ON SITE
fASTENERS TO BE STAGGERED, SIDE TO SIDE
f '\l""i:~/I"'~~'\,"i-1'':i~'" ~-
'..,..... !5ICf~(l 11'~t~~ .t.,. ..... .~
. ~ ~.t:1 "\...(. .~.
.' , fl; n \v ][ ~ iC [. ~
-'- -'.... ~ ~ Er _' ':s1
AUG 3 1 2000 ~
~ .;.(}.
.~ ~1.
~. " . FUO<lr31 Mooila ~-.:9
Homo COIU.lruClion .:.......~
(ALTERNATE)""-'" AndSalelyStanddlds ~~"
ROOF CAP - INSTAllED ON SITE
(1) LAYER OF 151 FELT OR
APPROVED UNDERLAYMENT -
INSTAlLED ON SITE
/:- SHINGLES (SHIPPED lOOSE fOR SITE .
INSTAllATION OR OVER-lAPPED fOR. SHIPMENT)
SHEATHING (fACTORY INSTALLED)
(1) LAYER OF 1S# fElT OR
APPROVED UNDERLAYUENT -
INSTAllED AT THE FACTORY
3j8"x6" LAG SCREWS AT 36- O.C.
EXCEPT 28' AND 32' WIDES IN THE
MIDDLE AND NORTH ZONES AT 24" OC
SITE INSTAlLED AT 45 DEGREES.
PRE-DRILL HOLES.
FASTENERS TO BE STAGGERED, SIDE TO SIDE.
fASTENERS MAY BE INSTAU.ED
THROUGH SHINGlES PROVIDED
RIDGE CAP COMPlETELY COVERS
All fASTENERS.
15# fELT OR UNDERLAYMENT TO BE OVER
lAPPED A MINIMUM Of 2- OR PER ARMA
STANDARDS
FIGURE 5.6(0)
ROOF MARRIAGE CONNECTION (ALTERNAfE)
35
AMERICAN I-IOMESTAR
'.
..
f
..SU.
,~ -
WIll ZOO( I (15 PSF LAT'EJW.)
~ ROOf eN' - sm: IlSfIllill
~ SltNGUS - sm: 1lSfm.ED
--~-< (2)LA'ltRS '5# mr OR N'f'R(MD
tJHllEJllA~ - sm: IlSfIllill
SHfAllGHG UNDER StllNGUS 01(
8O1ll SIlES - sm: 1lST~ ~~
~ ~ t ,1Z"x'a" CHJI. snn. st'lW'S
IJ 12"0.c. - sm: ICStIUm
st'lW'S 10 lIE sa:tMlOI \Ill1ll '8&,"
SOlf.-.s (3) rN:II $I)( Of S\IV.p
(8 lOWJ
a.n:IIlWE; st'lW'S lIAY lIE SEOJllED
lMR llt:: ROOf SHfJJItNG.
lLIEBllAm 00N1lHU0US JOoo.
stm. $l1W' Vd1ll '8&," SCllE'ws
AT ]"0.(:. 01( rN:II $I)(
~BOU~
FIGURE 5.7
ROOF MARRIAGE CONNECTION (ALTERNATE)
FIIOdlat Mobile
1 I;)Ioe COf\l;lructioOl
"'nd Sa11lty SI""dalos
~~ 33f:~~ ~~\Wi 1;:r1!1J~:l
.;..t.A::~,. ,. J~ . "'4;.<! '1:.~~
-::::-~ . ., ".. -
. REVISED
AUG 3.' 2000
WlO 200( I (15 PSF LATUW.)
'8xl" SCREWS AT 3"o.c.
GAlVANIZED METAl ROOF
6" MINIMUM BACKING
AlTERNATE 1/2" DIA. BOLT WITH
WASHER AND NUT AT 36.o.c.. EXCEPT
28' AND 32' WlDES, NORTH ZONE AT
2-4-.o.c. INSTAllED ON SITE
3/8.x6" LAG SCREWS AT 36"o.c.
EXCEPT 28' AND 32' WlDES IN THE
MIDDLE AND NORTH ZONES AT 24"o.c,
SITE INSTAU.EO AT -4-5' IN PREORlllED
PILOT HOlES. FASTENERS TO BE
STAGGERED, SIDE TO SlOE.
RIDGE BEAt.(
FIGURE 5.8
ROOF MARRIAGE CONNECTION (TYPICAL}'
~
~
36
AMERrCAN HOME-STAR.
..su
. ,. 0...: ."
::
....
,.
"
DUCT'
CWdP
.. "I ,<c'li
SECTION .. An
FURNACE
.MQIE;
IF A REMOTE AIR CONDmONER IS INSTAlilD, DAMPERS
MUST BE PROVIDED PER SECTION 3280.709(0)(7)'OF .
THE fEDERAL STANDARDS FOR t.CANUFACTURED HOUSING
(2) 8d, NAlLS OR EQUIVALENT
TO"~ :'.
PLUt.4'BERS TAPE: 'OR EQUIVAlENT
. DUCT
DU~T
cw.lP
flEX DUCT
(2) SUPPORTS EACH HAlF (t.tlt.t.)
FIGURE 5.9
DUCT CROSSOVER SYSTEM
37
.HOlE;
1. AFTtR THE flRST SECTION OF HOME IS IN PLACE. A STRIP OF SfAl-SlLL INSULATION SHAU. BE INSTAU.ED PER THE
DETAIL BELOW. THIS SfAI..-SlLL INSULATION Will flll MN CAPS BETWEEN THE lWO SECTIONS OF lHE HOME AND
ASSIST IN PREVEN11NG AIR INflLTRATlON AND HEAT LOSS OR GAIN. (SILL-SEAl... INSUlATION PR<MOED BY OTHERS)
2. fOAM-SE'AI... INSULATION (OR EQU.&L.) UAY BE SUBSllTUTED FOR SlLL-SE'AI... INSUlATION. .
INSTALL SILL-SfAL
INSULATION ON END
WALL (FRONT AND RfAR)
ROOF SECTION
INSTALL SILL -SfAL INSULATION
FOR FUll. LENGTH OF ROOF
END WAlL ~
INSTAll SILL-SEAL INSULATION
FOR FULL LENGTH OF flOOR
,
12
ENTER--
A-~I'f)GE 3/
OFF/LG'
'(rt?'f' 3~ ~ ~ )
FIGURE 5.1
MARRIAGE LINE INFilTRATION BARRIER
,
FROM : KIRSCH ELECTRIC
2UO\/M'\~/O)/!'Kl UI:39 PM
FRX NO. : 3606830869
Rug. 26 2004 03:58PM Pi
CITY OF fA BLlXi DEFT
FAX N~ 360 1174711
p 003/003
~ 1'U
D"<'
qo/
.
ti
ELECTRICAL PERMIT APPLICATION
.I'm!, 1J~cw.. ~Si.ONt.':'
DouIk;
'lIIBil<l:
DI1'~
Dotu'-"ot
The Els~car F'annlt Appllc:;Uol'l must hI! filled out comnlRtelv
PlM6II W or nprbrt In II'lIe: H)fQu 'haVo eny QundOBC, PlAa.. call {JiG] 417..47'!5
Fu I'lUft'JtuW: (3SO}<417-4111
OEj-572-
0"",., or Elc,. Connotor AgO"t K \ r ~ C- \...--
. '-n-."1t.-i
>I~c.-F
Phone: IdH -h 8/ , Fax:
Phone:
FmpllltyOlll/l1r.
Addlul:
e"", -
~:-
e.-I Con~or:
LJoerU....
Exp:
Phcne:
" .~ .
-CIty.
Zio'
Addron:
INSTAliATlOH WIRED !fY: 0 OWNER
X fJ.E~FlICAJ. pOr-lTRACTOR
Credit Card Holder Name:
~IJDg Addro~'" ~ c ~ .33 9 r;;
CIty;
CIW1lt Card Numbru:
ZIp;
. \i7sA.:.-....-MC;
PROJ.ECT ADDFWlll' I 3 I ~
u
E:xp.llam:
! ~ -f.:L-
.TYPE OF WORK: Clleclc Dll that apply; ')i(New D A1te...UonlAd~IUQ/\.:
o Ri>sldanUeJ 0 Mulll-famfly 0 Comm.relal X MO~lIe .H~me .. Sq. Ft
o Remcte Meter 0 DBlachllll g."ge . C HOt Tub crSwlm Poel' 0 SeptIC Pump' Cl Low Voi~g" DTelecoin. D Slg,
'Numblll 01 Ch:uilB added or e!tsnld: .
OESCIUPTICN OF l1IE ELECTRICAL PROJECT; .
.:z;::S+"I.\\
dOC)
If Joy, p
S. erUl C -e
~ h~~~
eloc;lrical Heat Load Additions and or 8ubu.ctlona
_ 'S.rvI08 Information
o ea.eboanl'
;llIJ'WneOll
o HIlall'Vnp
CFIil\--WaJl
_KIN
LE.. t'JN .
.:....- TON_ LRA
. -.:...KIN
o OIIBlhead S"",I""
!:l Temp Servloi . .
~"d8.rgrOUnd S~D3
V~g~: .IJ.o~'/o
Pluu;a; Cl' /0 3
'. SeNloe Slie:
Feeder SIze.: .
I hereby certify that I havs rsad and examIned thIs application and know that same to be trve end cOrreal. and I em
9IJthortzsd to apply for thIs parmit I understand It is nat the CIty's legal responsibility to determine what pff1rmlts
3re ffJrtulted; If remaIns the eppll~ts responsibility to d tllmlne Whet p its ere requlre.d and to obtain suc:h.
eMit Card Holclora Signature;
Owner.r EI.c. ConI. Slgnalu
7:a5' wP 2:2_~ 1- r l.()$ C((~ (7) -(0
&J'7~~~IJ:~T~110N UPeJ r2-A~e..
Date: r -r;) C, -0 If
Dato:
UP(C./t Oe-
7/z/:Jld'i
Vf~(2.... ,
PERMIT FEE: $ 78. 70
?) ~ - r~.JJ
;1ctJ *~y
t)(~o~r
FROM: KIRSCH ELECTRIC FAX NO. : 3606830869 Aug. 18 2004 03:51PM Pl'
2UUiiMHiU5iFRI 01:38 fM CITY OF PA BLa; DEFT FAX)lv 350 417 +711 p, ~j03/003
."
,
r
Ii
ELECTRICAL PERMIT APPLICATION
POR Q!"FJCL4l.. ~~Ji ONLY
~....,'='
J'lf'''\.;
DIl~~:
""''''''..
Trle EleCll!CaI PermltAppllCOiltion mus1 bl!! fillRd nllt comnleteN
Plaa&e iype or reprilrt.ln Ink: U you "haYI Iny q\lIllS;tl~n$, plaBD c.U (360) 4'f74T2!l
Fox .."'b.., (360) ~7-471 f
oc;-sr:z
,o..e'orEI."conlno.otorAQAnl'~CAA. ~ \~~f-(\u Ph.~ Y61 CL F~' b9:~ 0%(/1
F'rapertyOwnor. (To~_ Iha....._f _ ~~. ' _ _ Phone: 0~rqg;:LI
Pddrou: '2-tJ~~.~\/\, It', .CIty.'~ ,,?-, " Zi~_ ?O_
aectlloalConlnlctor. 10 f'.7l/V\.- t7\u,fnC/ ,,' Uceno.~ lCl~cfP:;]~: ' Phone: U0M~l'1
A.:ld=o: fo C7vt-5jo/t(l :"OItY:9~vVl, . " CN-A-' Zip: qB~O
JNS'I'Al.i.ATlON WIRED sY: II OWNER ^El.SC'rRICAl.90i'/T';ACTOR" "',~ ",-','-'" " ."
Credit CrirrlHolderName: ' ().Q}.h\0r'lD.1., f /Ul~7vhlS(e.C:fy(V Cw/I
.1
BllUnOAddTeSSC-..YO_l!7DfC ~fr;ItJt' ~~l\'I r,0k
,
,
PRO.lEeT~D_: 12;\ rt' \N, \ ~ SWett.
'TY~OFWORK' Chl!l~1ll!lhalapplY: ~ . OAltaraHonlAddlflon:' ,
/.I(Resldenll81 OMllI~faml1y ,D, Oomma,:"i81~blleHO~ ',SQ.Ft,
ClRemoleMeler Dtlalachadglll'lllie, OHOtTlJO trSWImPOll! OSep!lCPwnp o Lowv"ilsga' o Telooom. OSlgl
'ZIP: .i1r;~82.
, V,sA.~
>,
Nwnb6r ci Clr<:ulbl..dded or oll....d: '
t\ to ~ Of tv\ o\? ( It; \-to vyl€"
DESCllIPTION Of THE ELECTRJCALPROJI!CT;
Electrical Heat Load j).,ddlttanc and or Subtracteons
. 'SaNies Information
, D Ilaseooatlj,
OFlimaCII
ci Hellt Pump
o Fan-Wall
_KW .
_KW
':.....- TON_ LRA
_KW
D OIIlutt..d SalVIa!
c Temp Seivic.
'D'U"dal'llrcund Service
VOltag~:.;1~ .eO
Phase: ..&<::! 3
$etvl.. Size: 7""" 4
Fee<lllrS!ze' ~.4
/JCO gJ'I/t;y
I hereby certify thet I have r8ad and examined this applicatlen and know th/lt same to be tl1.J9 end correct, and' am
al.Jihorlzed to. apply forthlspsrmit I understand ii is not City's 19981 responSfblllty to determine whet parmits
3/'$ required; it refnaJns thu apP/{r:f1nfs rasponslbRJty to arml what Brmits: a16 required and to. DbJihain u .
, Cr9clll Card H,older's Signature' 'Dale: 18 D
, "
Owner or Bee. ConI. Sill". Datil:
036 . '" . '
f)J? '1B f1 J...., .911r. PERMIT FEE: $ ~
~IELECTRJCAl.PSUAJTAPPLlCATlON' '! ..... (J P0 f--!1'-"~ ' , ,
CU~ HI')"'::> pAID 'F-ee.-- 'fOl K'F\A.lt2... ::{; 7B .70
{).(C - 0'-
' /J:JJ 01\~\ot