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scope of work • FILE COPY 308.14-1-52 RC-0205-2019 r.°�g - Forest Park MHC LLC ANCHORING OF i�n;�4; ! r ;_:�,Tr I 95 Briwood Cir FRAME IS Rt+it!!nr_- TOWN OF QUEENSBURY INFRAME IS RS S'Inc—, CA?itT-'!;� BUILDING DEPARTMENT New Manufactured Home 1216 s.f. Based on our limited examination,compliance I.f With our comments shall :lot be construed as ' indicating the plans anc specifications are in full compliance with the Building Codes of New York State. 76 O 0 I I • 1 A _ ._. pg- s iv" 0 / LIVING �e MASTERE ROOM �M► �, BEDROOM I 10'-10"x 14'-2" } \ 16'6'°x 14'2" Millam - I yo> 1 / KITCHEN -- -s,-=-= BEDROOM#2 ; \ BEDROOM#3 i i i ♦ ,v �-'� i 9-0"x. 10'-3" Si 8'0"x 10'9' yaw BATH la''' NT t BATH11 1 11 lir O Ilita. ass s� L MODEL 122-L-26612 3 BEDROOM,2 BATH NOMINAL SIZSIZE 5'- X 7 DEC a ACTUAL SIZE: 15'-2"X 76'-0" TOTAL AREA: 1153 SO.FT. PRELIMINARY PLAN TOVVN OF QUEENSBURY APR 12 201g FOR REVIEW ONLY BUILDING & CODES DEPT. ��� t7l" 711) '�E&COD U Revlew d y: Jvo S BUILDING "�� S Date: `14l 6 1 1 !n 122-L-26612 LITERATURE L-1 0$ CHAMPION E 1 LOT5411 PLAN MANUFACTURED BEAUTIFULLY" _,... -.e..F..-..� ..�...m�_.,. .... ,m•_.,..,.... �,Cf44Ers, Ae)r I,U r+'elk OCA Tl Y f ___, �,�,4. -..n rw - ' FrVt4t.%tht:l tPt di7t ik tOtt- 42=E:`�6o9' -3>'kdKiti4t13-+-5-17:MA61SON VILLAGE-LOT 5411--76'-4-5-17-FROM-TOPEKA-DWG,9/1412017 11:51'52 AM.DWG To PDF.pc3 NOTE:ALL DROPS��1[ SUBJECT TO CHANGE UPON COMPLETION OF PRODUCTION PRINTS I R L.L I IVI I I'I! R II . I E R PRINT DESIGN CRITERIA FOR REVIEW ONLY 1 THIPR VEDPRI S BEEN DERIVED FROM D A P t A APPROVED DESIGNS 2 REFER TO THE APPROVED INSTALLATION MANUAL FOR THE FOLLOWING SITE DLTA,Ls c TO Of COMPLETED SY THE INSTALLER) MANUFACTURER DISCLAIMER NOTICE A SITE PREPARATION SOIL BEAR2NG CAPACITY PLEASE READ AND UNDERSTAND THE FOLLOWING INFORMATION B SOIL BEARING CAPACITY CHAMPION HOME BUILDERS,DOES NOT PERFORM ANY SITE WORK FOR HOMES C FOOTING DESIGN AND SIZING *OOri:io SIZE D PIER CONSTRUCTION IT WILL BE THE RESPONSIBILITY OF THE DEALER/SITE CONTRACTOR TO INSURE E ANCHORING FOOTiuG`PACING ,— THAT ALL SITE WORK WILL CORRELATE WITH THE UNIT ORDERED 3 THIS PIER SUPPORT DESIGN HAS BEEN CREATED ICOMPLL E ONLY 9F DIItEIIIENT FROT SH0WNI ALL DIMENSIONS SHALL BE VERIFIED BEFORE CONSTRUCTION SPECIFICALLY FOR THIS SERIAL NUMBER NOTICE TO ALL HOME INSTALLERS MANUFACTURED HOMES WEIGH SEVERAL PLEA LOAD f TONS DO NOT ATTEMPT TO INSTALL HOME ON SITE WITH OUT HAVING 4 PIERS ARE REQUIRED AT BOTH SIDES OF EXTERIOR DOORS IN LOAD BEARING ALLS. EXPERIENCE.KNOWLEDGE AND UNDERSTANDING OF ALL INSTALLATION MARRIAGE LINE PER LOADS REQUIREMENTS FAILURE TO MEET THESE REQUIREMENTS MAY RESULT!N q PIERS ARE NOT REQUIRED IN NON LOAD BEARING APIA SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER PLEASE READ ENO WALLS) "PIER SUPPORT E S ON O PAGE FL©1�3 01(MAY ONLY BE USED ON DOORS AND UNDERSTAND THE SET-UP AND INSTALLATION MANUALS SUPPLIED WITH LESS THAN 45°'WIDE C C. THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME 5 BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF OPENINGS 46"OR LARGER IN LOAD BEARING SIDEWALLS OR MATE WALLS • 1 FRAME SUPPORT III POINT LOAD SUPPORT 55.-0 1/2., I WATER INLET ' S4`-ion EXTERIOR DOOR LOCATION 1-52 r t IT T:' ih BEAM I 1 IP 1 1 I 1 I _I I 1 _ • 1 `� I I I 1 e I I 1 `--- _ Vi FURNACE GIL ° iv i _ 1-56`-3" DM DROP TO BE DETERMINED 1' 0,1 • I L0 H-74' 1-66' 1-58' 1--50' I--42° 1-3 ' 1-26' i-18' I—IC' 1-2' -- I-BEAM r-- --- r — r r-- 1 1 I 7 1 1 I T_I 1 I I mm ! I I 1 ! 1 B I 1 • 1 o i 1 I I 1 7 I I I ! I I I t 1 Y 1 C z st 8' 8' 1 s 8' 8' s $ al z I EXTERIOR DOOR LOCATION tt ��� -1P'-10" I —15' womgc..[�roc Pdo.XGT IPLI _-.._. {4 ait' �...�._- �...- C H A M P I © N 122-L-26612 PIER FOUNDATION F_1 O 1 1 LOT 1717 PLAN I, 1,1 II µAIiUlAC7UREOEEAUTIFULLY" J ', , C1ATf at.16 16 5:<;{ IT I UP C:RDEU5.t-C,T RII EPHRATA 1,7.t7,7` a .� "'� ... `i1'IYM,6it{'3Aft grittU 190Nt'&t:ktiribildat-4.5-17-MAOISON VILLAGE-LOT 1717--76-4-5-17-FROM-TOPEKA•.DWG.9/14/2017 11:51:03 AM,DWG To PDF.pc3 '.'._.7:''',',-777:',-,7, :n,;,:::•-1,-,V34: ,,, -;,-‘::,,Tg,,,,MW,RO:*et,::,'Wft,;::-0,11'- '47.F,, ,,t, 17.77,77,777.7,77,71,.-:',,,17,7-, ',"-•.:, . .. - . ,1! , ! : ,..,,, ! , .,, !:.1 ,,:i 1 . - , . ,, .: NJ, ap.107)po o tutp . . „. PO , -,00 • r..;-"' ''''''' '' ; • . „t A j''. , . . t N , .; i . 4 ..-A P I X, CO C9 1 1 ' i ', , ---- -7,--- , l , . ' f; , 1':, ,,_±._1 ?,,, :-,,, m • ,-- '. i- , fl f,1 - ; --, -_,,,riii (i.) ,-.), ' -1 1 -.__ -I— I , .P -.,.,. ; -,,,,. -',1 ',,--,--,,,, --;„,-,,,,-,- co / '''' ''''''-''-'-'--'''''' /r' KO i I „, i • r \, , -A ''''j 4.,!, 0 1 Gto r',1 ''.------T-11-7:—.. gto 'st. '''",„, i ''''j i,3- , --,,,, ,,,,k, - . 07 „--- -,-, . .7.;,-,-:, - -----r, t,,,,, :,,,1, .,_-___,...r,,,ii,....,...,_ „_„,„„,_, p) - z.‘. ,,,,,,, ,...,, o h,,, ,,,,,,I :4 ,,,. 4 il !-..... ,..)!)0(11,14101`),, -^!,-., , _.....--.3 ',.' '.', 4p It \ 1 p k----,-- ,./ ,„ , . . .,.,„ F.,- gs, g crf i f.). ._„.....„-„,,,„--,-,-,—,—..„---1 0 9.-------.1 -----.1 . 9 1, tt, i "...„i ,\ ock is) Zi; I CI ., ,... ,.., . i. . , ca) 00 NB I,,:j (3) •-•.! 6". i'3 _F,L__.,,,:ti5', \ ' -T,,,,,''''N, , • •,,I -..., [ , i . (.0 4N• ro 1 : . (.....) . ,!.., { CA CAll CO '1 1 1 _4:;2,,,,,„,,,,, . _ ..,,,„. ,•,, , -._•,..,,.-,,,,,,_-_,-1„7.4,,,,..V;i• ' f-T3 -,' ,...--- , ,..,„ 1-1--17111-'1 ii, : :.\ .T,,,- -1- . , I _,, 1 .,,, i- 1 1 ,th :7,:y,'41 'N 't; t;; : ‘ ?!.—F, \ -4 , ,:y 451 -1 (17 ' L___--J---'- -,;, /,„ Ia.] ,... .,. , [ v . I.:. .,_.,,,.„„ ._ r ; 1 ! -k•••',' .! ! S 3 1 I'd 11'd 0171 d -61, 000 „ -- • - .„. ,• 1:-.,•„.1. L.,: , .. . '24.404ii i: .1 7'''', F3 p [yr:77't, ,-, ,„ . wi):rsolustuoHalixisixeo . LuoTsow;:-.gioid-dili&->pecilsoloi i'; [--:1 9LI 1- 17L (8 ) J 1.'5 ,..4,::1 pf . . SLS :0D! JO r. ' ..) ,., /708.6 1., AN tkingsueeno . peoel Jokpuci E8L , . , . P ,Q1'",7A0$1' ,*,44444544.:40,447,07, i,k;,77,77, 1,'''..',:;: ',-,,-:'';,,,. '7.-:,-, ''' --7,' ;•': '-:::7,,-.-: ';,''':::77,7777777.1.,::'..':.,,f',-"7-:'-,:';:: :::::77, :,-'2.:7-.77-77- - ''..'-::.'.'''' 777:77777-77:71Y-77-7.:.- , .. . . , cps cpv ::g. TABLE 24. WEND ZONE 6lt SEDEVITALL FRAME ANCHOR MAXIMUM SPACENG MAXEMUM ANCHOR SPACENG 4'-0" JpY '''� rt tlewa'!! pp ea cm m a ac g- n m s arra � �n�"g-z l� k 5%,,1 vidtii e�ghPat c T I - r °q *-¢-r,.iee"+ c.., ' 216 v0" 4'-00" - °4'-00" " l. -� �+-=.?.06"...= `4'-00" '4'-00" '4'-00" °4._00" ; .. -4'-00' `4'-00" '4'-00" '4-00"- t a;-g _; $/. •4'-DO" "4'-OD" • � : a'�� 4'-00" •4'-00".. .. 4'-00" .... _'4'-00" ,- r _<S" �'iri7i36":y °4'-00" `4'-00" ,4'-00" :4-00°-4e- -_-• - • `4'-00" '4'-00" •4'-00" '4'-00" ys .. i .- °4'-00` `4'-00" 4'-00" °4'-00' Z '"' L^'- a2O*At °4'-00° °4'-00" - --- -4'-OD" .. `4'-DO" %% -y' .✓ tl „io-t� 4�. .ate� atD�SA `4'-OD" `4'-00" °4'-00" `4'-OD' -r :"g' '- r• .. r ,i -4'-00°. •4-00" -00" _ _ e4-00" .. -' • ,'X-,r e. •+ i `4-00" `4'-00" `4'-00" '4'-00" ,�� _- 2"D+`2D 4'-00" 4'-DD"0. 4'-00" 4'-00" _ is ems+# n 2" `4'-00" '4'-00" '4'-00" •4'-OD" z ' t a 3tiffit7�,• •4'-00" '4'-00" 4-00" - 00" �'' F-•i -]. "'° 2'0''20" 4' 00" s =�"" !-" `Y -1--to36" •4'-00"._ °4'-00" 4'-00 44,-00", ;; .---.g-- ' - -4'-00" _ ..._. _ •4'-00" '4'-00" ... . . _ ..`4'-00. " , A ,s IA ---A 4—Do" ;4. 00" `4-Do" °4-po" -,E:-Ix � 4'-00" 4'_0 0" 4._0D^ 4'_00" _ s-_ ` ,; ra"3036' 4'-OD" .. ._ �4'-00'..- 4'-00" :_. ...__.4-D0". ate" ' of n _"s 37"o3Z" 4'-00' 4'-00" '4'-00" 4'-00" u 5.1'j .,M174 ._ '. . sritorir •4'-00" 4'-00" '4'-DO",.. .._ 4-00". S t_a•_f:I'4r- F..` 2"Io2D° 4'-00" 4'_00" 4'-00" 4'-00" r� 1 ` t 4'-00' 4'-00" 4'-.00"." —' 4 00" - " -F�'3,7"-30ta2", .- 4'-00" `4'-00" 4'-00" '4'-00" , ` '3 5 3"a0$7"— `4'-00" t :4'-00" '4'-D0" 00 ! -....' .� "2"300"-'' 4'-00" 4'-00" 4-00" ..... 4'-00" �- __^s ' - S. J 31035'_y. 4'-00 4'-00" 4'-00" 4'-00" x 4yv � .. I ."c'47'S0 2 4'-00" •4'-00" `4'-00" •4'-00" ` 3"03i7"- '4'-00"' - '4'-00" - `4'-00' `4'-00" 12"Yo2Dw'=t 4'-OD" 4'-00" 4'-00" 4'-00" 6" " ?".to36" 4.-00" '4'-00" 4'-OO' 4'-00" 3 �2 `` • rOrkii* -4'-00" '4'-00" •4'-DO" '4'-OD" v3".1oii7" `4'-00" `4-00' e4-pp^ °4-00- :�: ' -Conforms to Y� -, y :72"3020 4'-00" 4'-00" 4'-OD" 4'-OD" - HUD MHCSS 2Tto36". 4'-OD" 4'-00' 4'-00" 4'-OD" 2/7/18 _ 34" _ .. - 27"tor2";. 4'-00" 4'-00" 4'-00" 4'-00" 53"t6$7"riV 4'-OD" '4'-00".. 4'-00" •4'-00"_.. 92"to20 , g 4'-00" 4'-00" 4'-00" 4'-00" 76NrNe E 30' 1 to36" 4'-00' • 4'-.00 4'-00" 4'-00' a7"t052 4'-00" 4'-00" 4'-00" 4'-00" "E OF ALge 33"10$7.. g ...... 4'-00" ,4'-00' 4'-00" `4'-00".. 4 419 -> :- 72"'t02D" ' 4'-00' 4'-00" 4'-00" 4'-00" PHILLIP J. 6" '2?"2036" 4'-00' - 4'-00" 4-OD" 4'-0D" COP N,D / �' • °37"4o32"a.s, 4'—00" 4'—00" 4'—00" " AL / _...: ;' ; :: <{33 t0£7"... •4'-00" .._... .. . 4-00" .._ .. - •4—00" 4-00" N�"lNEER -1 � I�N • .,- NO. -1 *indicates a configuration that will require the frame strap connected 32035 to the far beam(see Figure 72). A ec '''n�eSstono!Era'Pe January 8,2018 66 Manufacturer's Installation Manual-January 201E aC UM,C t. TABLE 23. WAND ZONE It SCDEWALL FRAME ANCHOR MAXIMUM SPACING MINIMUM ANCHOR SPACING 45-0",. s OP4Niliiic � ,` o � 1, as °P.lcJra°,y of n .I ° '.',v 0 '5'-04" •5'-04" 5 04" '5'-04" --� • - F - .5'-04" 5,-04" t5- 04". *5'-04" ---, R- :';3T' `5'-04" `5'-04" •5'-04" '5'-04" F r - '5'-04"' "5.-04" •5'-04" `5'-04" ,a. - �s 'S'-D4" '5'-04" `5'-04" `5'-04" � .. 4 't g*tt `5'-04" °5'-04" . `5'-04" ;5,-D4" ..423Nide x'� x.-•-W 2" 5'-04" 5-D4" 5'-04" S'-04" • '`- . y 4max- : ' :4 .3" . °5-04" '.. 4"- '5-04" •5-04" �.? - A . .`5-04" `5-04" *5'-04" `5'-04" k P _ _ `5'-04' .`5'-04" _ `5'-04" '_5'-04" .. ..!"•-- `- 7,t0 °I -5'-04" •5'-04" '5'-04" `5'-04" `..T, 3'>;? � .,1 0 7 .5:_04 •5'-04" '5.-04' `5'-04' r- 3. v ` 12"7o?D 5'-04" 5'-04" 5'-04" 5'-04' t,.,:_„-ram._ ealcs�:ik4 - `.4`y. r �� . it&r•AO36"4-'� `5'-04" *5'-04" `5'-04" '5'-04° " y .#o y 5-04 '5.-04" •5'-04" °5'-04" • `cl.a,A„- .""' -x '5-04 ."5'-04' '5'-04" '5'-04" - }xk is .. ... - - ... . . . ry 2"0 5'-04" °5'-04" 5'-04' tairiu7e - 5' .04°- -- r5,-04" 'S'-04" . .'S'-04 i "-F"y • t• i-ate" 32". "; 7 5'.=04" '5 04 •5'-04 _ `5'-04" l;s s x4p'W." 5'-04" "5'-04"� *5-04" t5'-04" g : r, 12", A0.74 •5'-04° •5'-04" 5'-04" "5'-04" ' -" * `5 .I '5'.-04 • p5'-04" -.4 2" -5'-04" . • 5 anc ... _ .. _..._"5 04" - -- 5 04 . L--•Y -'? t S"-o3x7" t t ? v. 'top:, . . 5'-04' 5'-04" 5'-04" .5'-04" t. �?-?xs:.' .4p36 . 5'-04" • "5'-04" 5'-04' S,-04" G' q .. - ,. - - ' -- '5'-04" • *5.-04" •5'-04" •5'-04" r 3"'oE7,. 'S'-04" '5-04 '.5-D4".. r s hpd 5'-04" 5'-04" 5'-04" 5'-04" • . ;, ��3036".� 5'-04' •5'--04" 5.-04" '5'-04" • - F i ••7"io 2",,'; •5'-04" •5'-04" •5'-04" •5'-04" l3".703i7 -5•-04"- '6-04' •5'-04" . •5'-04". ^V2"302D 5.-04' 5.-04" 5-04" 5-04' -+'SOB"• #7;1036"4_ •5'-04' _. •.. .5'-04". 5'-04" •5_04" . "#QZ -2032". •5'-04" '5' 04" •5'-04" •5'-04" , :' - 33”i'DE •5'-04' ' ".5. 04. - - ®� `5' . 2; • 12"t02D"q 5'-04' 5'-04" 5'-04" 5'-04" Conforms to 9 036°s• 5'-04" 5'-04' 5'-04" 5'-04' , zV l HUDMHC• SS r::;:'•; -__ = 5'-04" 5'-04" 5'-04" 5'-04' ' •S£3"to£7"• 4 .•5'-04' 'S'-D4° '5'-p4' •5'-04" 92 1020 5'-04" 5.-04 -04 .1"to36 ... 5-04'. .. 9 , 98 Wide '86". >�Q �'', 37"3o52" 'a 5'-04" •5'-04" 5'-04" '5'-04" ,33°.io8'1" -5-04' -5'-04' •5-04 •5'-o4 ' � PHILLIP J.'".,. -12".1020 :a.' 5'-04" 5'-04" 5'-04" 5'-04" - COP _ j / f"to36" 5'-04" 5'-04' • 5'-04" 5'-04' �-S�S 10�,4L . , " C'INE So32"4 `s oa" •s oa• •s 04" •s• 04• • .�`.: N 0 ' - 4 3"_ :�4 :5'-04' •5'-04°. ;5-04" .. . +5'-04w c. 32035 = "Indicates' =-a configuration that will require the frame strap connected • , 07-e --r,oi - .,,,eg�_ to The far beam (see Figure 72). - . January 8,2018 1,11J,C,U,°,,,„,,,°,,,. Manufacturer's Installation Manual--January 2018 65 c...i z:- .:e-:��--r'^�:1 _ "^s cv1r'KT::x. '_�w-�_'•.-�:nc-�i^F:-•:0-.._ TABLE 22. WEND ZONE 1 SEDEWALL FRAME ANCHOR MAX MLDkft SPACQNG tUttfvFCf l€!Ul ANCHOR SCE CCNG 4' €c ) z .fi by I a„_c• ': •3 ''. '-=4,_ p�' yj 7 • ' ' r n1�.�. � ..�col ', `s � � "`v. ': 1 - ax: fie f91I� - - -- .. z • €'- � fie 9'-09" '10.-11^- .. 13 OS" •€ice :. � J •10'-03' 11'-06" 13'-05" •13 05" ��"�"' �- � '1 D'-10" __ °12'-01" '13'-03" "13'-05" -• -c„tg'• '�''�•L" t�"�G � '11'-04° `12'-04' "12'_p5^ `12'_pg^ . `� .^, D"� 8'-10" g-07" 8'_10" .. °12'_01" 4 t ? `8-11" °10-D4".. *12'-00" .92;-01" ..2]Aride.. �D�' _ _..._-. . .. r'-3'7- 0 2" °9'-06" ^i0'-08 °11'-11 `12'-0i" W.,. -per �• "0 °9'-10° "10'-11" °11'-02" °11-06" � i`;k,dv,;_ ._, x.&2 D 1,1 8'-00" °8'-06" 8'-00" •10'-09" .. xoB• '7'-10" ... e 9-02" "10-07 10-09 • 2. ..... -t0'-0.8" . 10'_p9^r_-37"D ° • '7x"" ' ' 10' `10'-05"R -„ ' �3°10 `B'-05 9- '-Q2"� i. v» � , � 9'-10'` 2OD� ii'-07" 9'-10" 11'-07" `q:: . 9'-04" °90,-11" 9'-04" tl 13'-p5^.L . - Oa •z r ,°- 7, o52". `10'-03' °1 t'-06' `13'-05" °13'-05" 307 10'-a9' 11'-10' 12'-09^. 13-01 kck t• ,,,,. ,r2".30P 10'-05" 8'-10" 10'-05" 8'-10" ".=..� .-,;- +,4DfiB" 8•-04° -.. 9._ps r., 8--04" .. =i2'-D1^. #Wide DB" ` , - r $7"032' °8-11" •10'-01" °12'-01" "12'-01" if-V�� ;-'"-x''' k. Z"d9 D; 9'-06" ... 8'-00".. 9'-D6 ---._. 8'-DO^ a- `l a' 20" }, - 7"40:36" : 7-07" •8'-05•. 7-07' .._. -,11'-00" } x r 7 4o 2' •7'-10" •8'-11' •11'-OD" `11'-00" Mc y o .-8'-03" •9'-03" •i 0'-05" °10'-a8" Y, p i- ' y. 2,to2r - 12'-10' 11'-09' - 12'-10" 11'-09" - ' 's2r1o3B" 10'-'10". .. 9'-06" 1 D,_10" 9_�_ _. . ,„105 9'-02" 7'-09" 9'-02' 7_Or - __. - • --53"$D#i7". 7-10' `11'-06" 7-10 a ''13'_Q5^ a a2#020" p -Li.-06" 10'-07" 11'-06" 10'-07" 7 i036" 9'-09" S-CT -07' `W7'2 5";y 8'-D3" T-00" 8'-03" 7-00' a7- ..._._ _...._. ._ ......-- -- 7,_pi- -- --- -- --- -::= =: i3"aD£7" 7-01" '1D'-00' 7'-Oi". 12'-01 .._,;,,:-: • .-12"3D120••�'_-t iD'-06^ ------'--9'-07^-- ---.._._.__10'-06".--------'--•9'-07. 1o3B" 8'-10" T-09" ?--09•_ .. w�. 01 37 D52"_ 7'-06" 6'-04" 7'-OF6'-04° a3o57• ''Conforms to 12 io20 13 a5' 13'-02' 13'-05" 13-02' ', � HUD 1l2HCSs --' -- - 2/7/18 96", 21"103B 12 02" i 9-04' 12'-02" 11'-04" 37"fD 2" F= 10'-08 9'_08" 10'-08" 9'-08" '33"tDfii° `_ 9'-05" 8'-04" 9'-05" 8'-04' - •=12"1020" -c 11.-08 11'-10" 12-01" 11'-10" ••• �Bwule 1D8" 21"8036 11'_00 10'-02' 11 -00" 10_-OZ' S. .- ---- " 3T1. °s': 9'-07" 8'-09" 9-07" 8'-09' -_7 <" `~ 9''^• " 3"10�T 8'-05" 7-O6" 8'-OS" T-06' PHILLIP J. z ' . i12]020" 1 9'-01" 10'-09' 11-00" 10'-09" COP -LAND ;% 21 20.3B".e: 10'-00" 9-D3" .. 10'_00^ 9,_03• ... NSIE01JAL • 37 to t 6'—D9" 7-11 6'-as" 7'-11 NO. _+ :` 53°to 7--":` - 7'-08".. ... 6'-10" 7'-08' 6'-10• 32035 = * Indicates a configuration that will require an additional strap connected A°'�S'" "-' ,�g0c S�0nDI Eno . to the far beam (see Figure 72). January 8,2018 t F4 Manufacturer's Installation Manual-January 2018 ,�,AC,U«o„AU ,�,,. - t c � Sidewall Frame Tie-Down I Y t .-I-Beam End Wall Tie-Downs Figure 76.Typical anchor locations for a double-section yardage home in Wind Zone E Line - a--- 1 1 Key: 1: Anchor Head - Strap oc_Vertical Tie- Down Standard Pier Area Large opening, o • • • • • C V I p { --_— ongitudinal< Figure 71. Typical anchor Anchors Marriage locations for a double-section ——— Line _ home in Wind Zones 11 or llf _- oa yp -Beam 6—__f1 `1 (1 fn (re ( Late l . t) !) t w (`} g) Y U CO Nie-DownHigh Pier Area Standard Pier AreK rail aer¢cal _Lateral Frame Tie-Downs Tie-Down to Far Beam e � IDEWA1L FRAME ANCHORS Use Table 22,Table 23 and Table 24 to determine the spacing between anchors for - v Wind Zones I, II,and III, respectively.Spacing requirements will vary depending on the type of home(single or multi-section),the slope of the roof,the width of the floor for Maximum spacing require- each section,the sidewall height, I-beam spacing, and the height from the ground to ments.The LAHJ may have the strap attachment point.Determine the values for the home. Using the table for the anchor spacing requirements appropriate wind zone,determine the column and row that corresponds to the charac- that supersede the values pro- teristics of the home.The value on the tables is the maximum distance between an- vided in this manual. chars.Keep in mind that sidewall frame tie-downs must be located no more than two feet from each end wall and no closer than four feet to another tie-down.. Minimum spacing require- ments.The anchor manufac- turer installation instructions may have anchor spacing re- quirements that supersede the value provided in this manual. (As a rule of thumb, minimum distance between anchors equals the length of the an- chors cone influence). .• #02, -fit"Y `' Conforms to r HUD MHCSS 2n/1s n,.,,o,o,aeee ecAu norm- Manufacturer's Installation Manual-January 2018 63 1 , o -c : a c ^� tPz-fit� ;<.M = - "j : ;.gv."G Z- 1-', A jnstall Stab z n g Systems This chapter covers the design and installation of the stabilizing system which secures the home against lateral and up- ward forces caused by wind.The system covered here uses earth (or ground)anchors and steel straps connected to the home's longitudinal steel beams and/or exterior walls.Stabilizer plates shall be used to prevent the anchor head from, moving laterally in the ground.An anchor,strap, and stabilizer plate together are referred to as a tie-down. Anchors can also be mounted in concrete footings when there is enough concrete mass(weight)to resist the lateral and upward forces.This type of system is not covered in this manual. '.-s •�. _ ---1-� - - -.r - - "K'o w.^ :iii:"'.x's o_- r`lk Xc 'zk `=`hates.�4AA 5".'� :.it -:�__ �1:.}""�� �`•i' - _ "-.4-,S uK�aG`VC: _...y+.X'.�-.+-'.=--,s4-�tl"� -ti����'i��N;'Y r�'�1��'=F�uv:tom-�tk`�M.M..e1ID. �-t �'4�e�L<n�:_ .� 3����, ` 6^ o � �{ w's.,- a,�^ �:� f"���£�:�3��-a- ��< .ems. �:•�� � - =r.> � , J, aw .w -c4r, 1 r, ;. ..�. ,! �a te`.=-. ^i�..r�>. - • �'s: ��;�-, r�s, �f-, rz ..x�?�.��lx -�,:'�s�4� ��%�+..,s-'.�� :�r��;r h-.—���`-'L.�-.` O STEP 1. DETERMINE ANCHOR LOCATIONS(p.62) Q STEP 2. DETERMINE TIE-DOWN CONFIGURATION (p.67) ✓ STEP 3. SELECT ANCHORS (p. 68) O STEP 4. INSTALL ANCHORS(p. 68) a a 0 V" STEP 5. INSTALL STRAPS(p. 69) V' STEP S. TIGHTEN AND ADJUST STRAPS(p.72) p^n �- STEP 1. DETi ERMIINE ANCHOR LOCATnNS -A, Create a sketch of the home plan showing the exterior walls, marriage line(s) (if any) ® _, wzde A, and frame I-beams(this will be similar to the base sketch created in Install Footings, page 15). - Need for a stabilizing See Table 21 for a list of anchor locations,types,and where they are required.Pages system.The manufac- where the requirements are provided are noted in the last column. tured home must be se- As each anchor location is determined, mark it on the sketch, noting important dirnen- se- cured against the wind sions such as spacing between anchors.When complete,this will be the home's tie- by the blyus of an anchor terna- downplan(Figure.70 and Figure 71 . ave foundationd r an alstem. g ) tive system. Where site or other conditions prohibit the TABLE 21. ANCHOR LOCATION TYPESI use of the manufactur- i" ocafion `- A3Ve- 7 ggppe -. i�li'> nes41pricail ke- .e er's instructions,a reg- p Frame Yes Yes 63 istered engineer or reg- Sidewall- — ----- - istered architect must A, Vertical .:.-. . ' No Yes - 67 design the stabilizing _ Frame - - - Yes - -— — Yes- 67 system. nr mall wt Ty--- -- -_ -- - - 4 Vertical: No ---- . , -No:.: 67, Flood and seismic forces. FrameYes NA 67 The stabilizingsystem re- M� :Tag*sit;.;- ..... ... .. _ .. quirements in this this chapter Vertical No NA 67 do not consider flood or Vertical No At Vertical Straps 67 ;.- :Porch-Paste; seismic loads°•.and are not P .'"==Of$epinit= $ Same as Single Section Home 67 intended for use in flood or 1 Connect any factory-installed sidewall tie-down straps to a ground anchor regardless of the wind seismic hazard areas. In zone in which the home is placed. those areas retain a regis- tered engineer or:registered architect to designthe sta- Figure 70 and Figure 71 illustrate typical anchor locations for a"double-section home bilizing system. ' in Wind Zone I and Wind Zones II and Ill respectively. -:--gF- ;02 z Conforms to' — ,. -^HUD MHCSS 2/7/18 62 Manufacturer's Installation Manual-January 2018 KAM FA(Ill OCD C(ummLr1