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scope of work ri- ,.. } i�f ��----�- r- i � 308.14-1-52 RC-0204-2019 ARIA 12 2015 l Forest Park MHC LLC NOTICE ( 1 37 Gregwood Cir ANCHORING OF MUM- HOME New Manufactured Home 1216 s.f. TOWN OF(�f;1ECNSBU€�Y FRAME IS REI�!�'IPcC PER F3Ji�.DINGOi�ES MANUFACTURERS SPECIFICATIONS 1 76'- O" { 4 1E r „15- 1 = 09 LINEN 9 .PAN MASTER ROOM BEDROOM i 10'-1O"x 14.-2" URN) 71 V. 1 It�`6 UEENSBURY "Irma -- - 1-`° KITCHEPJ '\ / :____- BEDROOM#2 \ BEDROOM#3 BUILDING DEPARTMENT lin 9'-O"x 10%9" s•-o"x 10'-9° Based on our limited examination,compliance s .� with our comments sh .lot be construed as ;� ' '�""" / \ BATH indicating the plans ark specifications are in l V7full compliance with the Building Codes of _ _ a New York State. __ ' — 10 BATH `� wiII1�1A�lIC IA11111�1�® Ek — MODEL 122-L-26612 3 BEDROOM.2 BATH NOMINAL SIZE: 16'X 80' - TT©TALAREA ,53SO FT. TOWN OF QUEENSBURY PRELIMINARY PLAN BUILDING & CODES DEPT. FOR REVIEW ONLY Review d B : , FILE COPY Date: L t4 i _ ,r „,_, CHAMPION I 122 L6512 LITERATURE LOT 5�11 PLAN L-101 Jj MANUFACTURED BEAUTIFULLY" U_r 4r sar - - .........."f. _ ..-_m_- n2 u€tax ame t:7t r tNmi--'--1 ° Y,:t''ii46`iictttFtti.Et'1`iM 172=r`_e%ti' =tIVINNEfi-4-5-17-MADISON VILLAGE-LOT 541I•-76'-4-5.17-FROM-TOPEKA-.DWG,9/14/2017 11.51-52 AM.DWG To PDF.pc3 NOTE:ALL DROPS SUBJECT TO CHANGE �+UPON COMPLETION OF PRODUCTION PRINTS PRELIMINARY PIER PRINT DESIGN CRITERIA 1 THIS PRINT HAS BEEN DERIVED FROM DAP¢A FOR REVIEW ONLY APPROVED DESIGNS 2 REFER TO THE APPROVED INSTALLATION MANUAL FOR THE FOLLOWING SITE CLTA,LS f TO COMPtL7LD nr THE:NSTALLERI j ^ MANUFACTURER DISCLAIMER NOTICE A SITE PREPARATION 50IL 8E,MUNG CAPACIT,, PLEASE READ AND UNDERSTAND'rHE FOLLOWING INFORMATION B SOIL BEARING CAPACITY CHAMPION HOME BUILDERS,DOES NOT PERFORM ANY SITE WORK FOR HOMES C FOOTING DESIGN AND SIZING FOOTthiG SIZE IT WILL BE THE RESPONSIBILITY OF THE DEALERISITE CONTRACTOR TO INSURE D PIER CONSTRUCTION THAT ALL SITE WORK WILL CORRELATE WITH THE UNIT ORDERED E ANCHORING *-coT7l;G;PACING _ ALL DIMENSIONS SHALL BE VERIFIED BEFORE CONSTRUCTION 3 THIS PIER SUPPORT DESIGN HAS BEEN CREATED tCCMPLLlE ONLY iF 1ilteTREtir PM SHOWN! NOTICE TO ALL HOME INSTALLERS. MANUFACTURED HOMES WEIGH SEVERAL SPECIFICALLY FOR THIS SERIAL hILl BER PIER LOAD TONS DO NOT ATTEMPT TO INSTALL HOME ON SITE WITH OUT HAVING 4 PIERS ARE REQUIRED AT BOTH SIDES OF EXPERIENCE,KNOWLEDGE AND UNDERSTANDING OF ALL INSTALLATION EXTERIOR DOORS IN LOAD BEARING SIDEVNIdA!_LS, MARRIAGE LINE PIER LOADS REQUIREMENTS FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN (PIERS ARE NOT REQUIRED IN NON TOAD BEARING SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER PLEASE READ END WALLS)"PIER SUPPORT ALTERNATE"DAPIAA B.u_m AND UNDERSTAND THE SET-UP AND INSTALLATION MANUALS SUPPLIED WITH PAGE FLQt'J6 01(MAY ONLY BE USED ON DOORS THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME LESS THAN 45°'WIGS) c 5 BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF OPENINGS 48"OR LARGER IN LOAD BEARING r--� SIDEWALLS OR MATE WALLS 1 FRAME SUPPORT ■ POINT LOAD SUPPORT 4--1 f-55'•0 1/2" WATER INLET 54'-10" EXTERIOR DOOR LOCATION r-5� r i t - I yi m , r---'r LT. __ 1-56'-4" r-- -- —__ — — --_ f I BEAiN t t r-° 1, ERB 1 1 f 1 ,f 1 I -..-. __.. ----1 i 1 n f1 t 1 1 1 1 1 1 1I I f I I • Ni 4 FURNACE CIL S- - '_56'3^ DWV DROP TO BE DETERMINED �/�r1.,��i ' Q� I-74' I-66' l-58' I-50' I-12' I-3• I-26' )--18' I-10' I-2' -- I-BEAM r-- •-__, ---, —_ — -- --� r-- 1 1 a I f , i 1 t t I , I f 1 1 t a 1 rya _. , 1 1 , a 7 ! i 1 I I I 1 I I 1 a 1 _ f 1 2' 8' 8' 1 8'i I 8' 8' 1 8' 8' 8' 8' 2 EXTERIOR DOOR LOCATION _7_1a- 761 -15' it CHAMPION H ,M P © N s H,.. ._.,;, m ca� 122-L 26612 ^.PIER FOUNDFOUNDATION v. F-1 I ss MANUFACTURED BEAUTIFULLY' °'. I --- -m r1h Er :Tar' iV'P E-rw-r xt Cf.r.FIW r { Darr D1lE--Iu .'A.f—l'D - Lto GAASEA SKIT AD ER'I+RATA FA.,7:: 17 _ _ >. 1. o •. `Ia'Kih^gigGit)ite'rgOttOtit lbNIT&1'-L'- ali2-t:11T hKhl R-4.5-17-MADISON VILLAGE-LOT 1717--76--4-5-17-FROM-TOPEKA-.DWG,9/14/2017 11:51:03 AM,DWG To POF.pc3 -Lc 4 - \p,jatA 9 3 A v 1 1 1 E � 6 A 6 y i d x i, .dif t i ,.- c4---- - '. .. . CI 41-9 1A I4 1 F 1 '=., C t k� f +,�'," .:•Mess Stab l 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�-.:_ Y^;1: - r E.u,•:.1,�':-S.n- Y gaS^i'Y-�-Y:,----L'.:: Z'.Y.=`', k^4- "_Y"•- -.*3.,;' ai`,-,-"_�:i-'i"Y §, w-T,vr+'..-Cs^ �{� ^� r p-'1-.Y�i :--.i "� ~-"� -� - '���''+Sb�q'r�. �1- ^nN -..�.ra� ���!!.�-' _ _ . i- °....'--y'Y.�� $_' .'.'�'j'"..yet �L��K��-Cec��"i�..� _? k r_ _ p,.2 - = .y ._ . 3_.r--�` ;,""1't�-y R-.0 -- `.. M ' .. ty y,:-,..-.`3 _a-'�-"..� 5J'� �'� c,r7 � 1-��pYry ^.'rgvl..k• �'��� '.`l'-�`'ni-li�'.:.��' -�fs�."^�.^^3'T�.-i. '`v'�� '�.s :.vvr-a F".�.-'.�.af'-.. ,:T.e�do��. - rm�s�?� K/1! +�'t5.•�'?,����?:'— ..:fir_�Yr�� �y �cT� °'3Yi`-`21-.. .f N��'�s �ssµ�":.r='� ... :'�,= `���a,._.�._;-Kr'�". „`v ->��e-�,�''�':� � ar,��r4�:_.:r-:�:. 0�>.x.-�.�.:.�:�.�-�:-,F...,- fi_�..c--`:�.,G;��-:�'-��:�� 8 STEP 1. DETERONE ANCHOR LOCATIONS(p. 62) ✓ STEP 2. DETERMINE TIE-DOWN CONFIGURATION (p.67) ✓ STEP 3. SELECT ANCHORS (p. 68) ✓ STEP 4. INSTALL ANCHORS(p. 68) I A - . A d ✓ STEP 5. INSTALL STRAPS (p.69) V' STEP 6. TIGHTEN AND ADJUST STRAPS(p.72) STEP 1. DETER NE ANCHOR LOCAT[ONS A Create a sketch of the home plan showing the exterior walls, marriage line(s)(if any) ® _, :; and frame I-beams (this will be similar to the base sketch created in Install Footings, - -- page 15). M�._.:.. Needfor 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- cured against the wind As each anchor location is determined, mark it on the sketch,noting important dimen- by the use of On anchor sions such as spacing between anchors.When complete, this will be the home's tie- assembly or an alterna- down plan(Figure 70 and Figure 71). tive foundation system. Where site or other conditions prohibit the TABLE 21. ANCHOR LOCATION TYPES1 use of the manufactur - wE y ffJ� fne � tinesl� il7�E a e er's instructions,a reg- Frame Yes Yes 63 istered engineer or reg- rn,Aidewall_,;; ,.;--__-_-__..-.-�--_.__,-- " . .... —_;.___:,.._..-----_,_----_"_ _._67„:---_ istered architect must s ° Vertical No Yes design the stabilizing Frame Yes Yes 67 system. .. .. .::;.:..:.....:..;.._.� " Vertical: ...;;: No.'.. . . , : No - —_ -- "67. --' Flood and seismic forces. : 0 Frame Yes NA 67 The stabilizin system re- Iag'Unit quirements in this chapter ., 33 Vertical No NA 67 - - - " do not consider flood or '> PorchPPst x ` Vertical No At Vertical Straps 67 seismic loads.and are not --DfSe1Unit 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 tegistered Fi ure 70 and Figure 71 illustrate typical anchor locations for a double-section home architect to desigrthe sla- g bilizing system. in Wind Zone I and Wind Zones II and Ill respectively. - #02 :- = '" r"Conforms to , HUD MHCSS 2/7/18 62 Manufacturer's Installation Manual-January 2018 ,,,,,.,..,,,„o,,,,,,,,,,,,,- Sidewall Frame `Tie-Down Y � �—I-Beam End Wall /9 Tie-Downs figure TO. Typical anchor _ locations for a double-section LMarriage home in Wind Zone f Line o .__ Kerr Anchor Head 1---Strap Vertical Tie- Down Standard Pier Area ,Large opening © 0) (1 0) v e 6i) 67) 9 a Longitudinal Figure 71. Typical anchor .. Anchors —� — — Marriage locations for a double-section ---._ FLine home in Wind Zones/l or!II -V-Beam pfr— R '�'� Lateral o 11 n (? n\ A game CO 0 (i N Nr v <U 6U Nie-Drnm High Pier Area t Standard Pier A 'edierdcawalll _lateral Frame Tie-Downs Tie-Doom to Far Beam SIDEWALL FRAME ANCHORS 6 Use Table 22,Table 23 and'Fable 24 to determine the spacing between anchors for rdr- , 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 cents.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. chors. 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). 'x T''Conforms to HUD MHCSS 2nns ..x,wracrucru ee•or„Urr.- Manufacturer's installation Manual-January 2018 63 ti ='q a=c"='''7...L-1_,a�JC..a".h'+:. TABLE 22. WIND ZONE I SIDE-WALL FRAME ANCHOR lifiA.XIMUllii SPACING (MiNNUM ANCHOR SPACING 4' a') y-"is f,,,- 'L' 'tea'�`3' °° -.ox 14,4 2eac 6 s ..„,J OO:, iiil ra51 [1 O :. ° cin°3 Hao 9.9° ',�.EHT G ° ° Jib •: F 'zfi�'��`~ z... 9'-09" `10'-11" 9 09" `13'-05" Y "'x-e ,� �D `10'-03" `11'-08" 13-05" `13•-05" k• Q 4- 19 �: ,n P,' kr, $--.. = '10'-10" `12'-01" "i 8'-D3" "13'-05" +•a � �2„,�33".�to��7 `91'-04" `12'-04° `12'-DS" `12'-09" ;", y ..N 2 0 8'-10" 9'-0 8`-10 12'-01" _ _ _ .ff-'e a ` h `8'-11 `i0•_p4" ^i2-p0" ,12'_01" 22Wide :4DB"z -- , .. .... _ _ _ _ - - ;"S--a F-- ;r-+"0°AD'$'. j `9'-06" °10'-08" `11'-11" `12'_01" ` 3°n Z" 9'-10° °10'-11" 11-_ `11-06^ f2"30 0 ' 8'-00" "8'-06" 8'-00" `10'-09" , ..mts" °7'-10" '9'-02" '10,-07". '10.-09'. . =-*"' - _1. `t'!"o "8'-05° `9•-07" "10•-08" `10'-09" , � m?3°o . .. '8'-05" `9'-10" °10'-0." '10.-05" e'7r.' Ata 7- : " 0a2 11'-07' 9,-1 0" 11 -07"-._. -. .. 9-10" 19.' 5r.. rs� 9'-04" ....'10.-11° 9-04" 0 .. *13'-05" , a $zrr:' ;,:"" „ ^`. ,�o',bZ.= `10'-03' `11' 06' '13' OS" `13' OS" §_fir.,z, 'L•;'-'. '*R...` .i," -."; `10-Qs.' .Iv_10... S 12'-Q9" r 13'_01; �- •.F'2A. D:S66" 8'-04" ^,-,-- - 37".to3r. °8-11" `10'-01" °12'-01" "12'-Di" • iry1.4; ' ---0"ii 2; "9.-05" "50_-05" *11•-06" `11'-09" F. _4o2o 9'-Ofi" 6'-00" 9'-D6" 8•-00" o •• ° - .hi"o-zs T-07" `8-05" 7'-0T '11.-00' -sue.' rlo-a173 '7'-10" "8'-11' "11'-00" `11'-00" • - - >8.-03".... ._,. "9-03" ._. °10' 05", '10.-08" w --3 i 2"c2D" 12'-10" 11'-09' 12.-10" 11.-09- - T6' 10'-10" 9'-06 ip,_10"`. go3 9;_�. • r t •f -#D32"_ 9'-02" 7•-09" 9•-02' 7'-09" S our 7'-10" `11'=06' 7-10" t "13'-05" z - 7 +"12"-1o2O'.''at,,, 11•-06" 10'-07" 11.-06" .... _. ___ 10'-07" --' �Tlo36'w. 9'-09" 6 ,-0T - 9,-09" 8,-07" "15Wiide '1108" } • ;"37"1032" R 8'-03" 7'-00' 8'-03" 7'-00" t i33"-Ro£7" 7'-01" '10'-DO" 7'701" "12'-01'. "`-- "12:3020"_C-s 10'-06" 9'-07" 10'-06" 9'-07" x • -2.4303&": 8'--"0• 7-09; a.- 0 --• #0220° 8. 10 _.:.. 7 Q9 r�u�w- :3Z 'a2"_ 7,_OB" 6,-04" 7'-06" 6_04 a Rx w - , .. , ._ �a3"3DEi7"; 6'-05" y8-10" 6-05'_. ,10'_11' Conforms to - t- ."+12"1020".� 13'-05" 13'-02' 13'-05" --13'-02' -" s`J HUD MHCSS 21".7035".: 12'-02" 11.-04' 12.-Or11'-04" 2/7/18 :.-:..;.::'!: '.':2 '..37",1052 10'-OS"._ -_ - 9-08" 10'-0 8^. ... ..9'-08" . 92 i020• .- 11 -08" 11 -10" 12.-01" 11.-10" •• 21 1038" ` 11-00 10-02 11 -00" 10'-02• -. _S. '18 Wide 108 r�` ,:,' ,j�a • '27"1o52":-- 9'-07" 8'-09" 9'-07" 8.-09" _. • ^.osr. s-as i'-Os" 8-05" 7'=06 �. PHILLIP J. '``9 32 7020": s-01" 10'-09" 11-00 10.-09" COPS-LAND :% 211035".<3 10.-00" 9•-03" 10'-00" 9'-03" I _ * - 0 s 7"to;2 _ -8'-09,, 7 . - . N G I N EE R _: -1r 6'-.Ds" T-1r -.,-. _-. .. ." `33'to 7 7= 7'-08" 6.-10' 7'-08" 6'\10' " 32035 -- ' *Indicates a configuration that will require an additional strap connected °�ess!°noI Engrs ' to the far beam(see Figure 72). -""' rr January 8,2018 l� 1.1^ !i1?I_Ott a Manufacturer's Installation Manual-January 2018 U,.CrUR°,, °„r. ANY,,t,7.f--4 Y`•'5f --_ a;'v ',i'�" ^t5r :^'- `_-.. -y&-3 t6' 3 R.,fir- t--..�. TABLE 23. WEND ZONE II S DEWALL FRAME ANCHOR MAXIMUM SPACENG (MINIMUM ANCHOR SPACING 45-0„) . e ( � ,y, ,;. . ., c - . �4.0 _r" - tx pW , ©� am � ;go- I ' zio D" °5'-04" °5'-04" 5'-04" '5'-04" -x f it r- -- *; y _ 5'-04" '5-04".. '5-04" °5'-04" w '� K . '� -. °5-04'. <5'-04" "5-04" .5-04" sue` �: ca, � -P�" °5'-04" °5'-04" °5'-04" °5'-04" aw$'a: 2:44O °5'-04" °5'-04" °5'-04" °5'-04" greF -2' '`•"` - : *D.5> °5'-04" -„5'_04" e 5-04" °5'-04" r� lde-. 6;� ' 2" °5'-04" °5'-04' '5'-04" °5'-04" Wci �'"• , .-• = . "5'-04" "5'-04' '5-04" °5-04 a''. n.w< 5'-04" 5'-04" 5'-04" 5 04" trie} i y i -.•+err 4 1v C*i '5'-04" _ ._... °5-04° .. _ '5-04" °5'-04' - ' - -' 7-"1D 'q "5'-04" "5'-04" '5'-04" "5'-04" 114.. 0 ' s: r ' 0*7" '5'-04" '5'-04" "5'-04" . . °o-04" S Y` r i ,rt Y.10 5'-04" ... .5'-04" 5'-04" 5-04" ,1.!23'7to •;4 `5'-04" " °5'-04" °5'-04" "5'-04" $2' 5'-04" 5'-04" 5'-04" 5'-04" 3a k .' .. Y 1a �i w ��. °5'-04" "5'-04" '5'-04" '5'-04".. ''V Vx� ',- p2p" 5.-04" "5-04" 5-04" °5-04" * - n � er A. 516° °5'-04' 5'-04" '5'-04" •5'-04" ' 7Nu7e �6 - - -a `r,- 32 5 04" 5'-04" 5-04" 5 04" .max .=53"' "7.,r - 5 -04" _ .."5'-04". 5-04" ."5 04 i-. ' a-,�'- , 5 04. -_- _5'-04" .. 5;-04" _ "5 04 i' 30.36" '5'-04" °5'-04" '5 04" °5'-04' s : - * -ice *.za "5'-04° "5-04' '5_04" .5-04" ^;.��.�" -.. ' �. tt63"3C °5'-04' °5'-04' `5'-04" "5.-04".. . ,� f` r t x- +tir 5-04' 5'-04" 5'-04" 5'-04" ;".n 303&" 5'-04" '.5'-04" 5'-04' .5'-04" r - - �-_,'"'3a 7-a�D.�i2". '5'-04" 'S'-04' `5'-04" °5'-04" 7fc: ' - -_ ' g, PA-FP.7 '5'-04" . ,' vt0zD" 5'-04" 5'-04" 5'-04" 5'-04" e st'T'liD36"a 5'-04' :5'-04" 5'-04" .5_ 1 a <. 7"$052", '5'-04" `5'-04" .5'-04" '5'-04" , .}i :, 3"3007"", *5'-04" '5-04' "5'-04" •5-04".... -J. -r "0020 : 5'-04' 5'-04" 5'-04" 5'-04' 6 TDB 1"A036" '5-04" "5'-04" 5'-04" *5'-64' . p.....::S#02 *"t052"'.- '5'-04' '5'-04" "5 04" "5'-04" ---53"10E7"= '5''-04" `5'-04" '5'-04" '5'-04" Conforms to 'A2"o2D' 5'-04' 5'-04" 5'-04" 5'-04" - ;z SS 21"1036 5'-04 5'-04. 5'-04" 5'-04' 2/7/18 13D r: ;-Sr/032:..3g 5'-04" 5'-04" 5'-04" 5'-04' •.. :;_-._. . :1a,'3"to 7"; ..... •5'-D4'- •5'-04" *5-04' .5'-04^ ° '321020 5'-04" 5'-04" 5'-04" 5'-04" ••• y -213036 5'-04" 5'-09" 5'-04" 5'-04 �C' FALg`4 98 Wzde `-6" _��P ., - - 37"io-B2" 5'-04" '5'-04" 5'-04" `5'-04" = 331ob7" `5-04' �5-04' e5'-D4". t5- = PHILLIP J. ` _..:.. °'12$020.- 5-04' 5'-D4" 5'-04" 5'-04" COP AND f .'2D8 .21".to36" 5 04" 5-04" ... 5'-04" 5'-04' • : , _ 71:17t. N0 "5'-04" '5'-04' '5'-04" '5'-04' Jr" .1^iosrez -5;-04' '5'-04" =5'-04" '5-04' 3*Indicates a configuration that will require the frame strap connected ,'''.,,�0faSs/ to the far beam (see Figure 72). ., January 8,2018 ; e ,u„W,,C,Uq°o,°,U,,,0,,,_ Manufacturer's Installation Manual-January 2018 65 0 1 rl: e sty=, ,c ,.rem "W 3.y .liz1 44.,i r.. y � �?tom%-R_:g sa.�'.- Y ..� 1,';' ',' „;^ 73.2 .--, Via"v=4r=fzcy TABLE 24. .W NE)ZONE Hi SCDEINALL FRAhhl E ANCHOR MAXGMMUM SPACENG (MAXEMUM ANCHOR SPACING 4' 0") _ .&"= BI 1 e �� w,usy` �ltt�"' 's- ^'araa" 't �-se ,IDoyr ` ,�a,, r� ��p ,`3 ar r-q ui .earu�- cm M !ae+ra raa4`;3Pg ��'"w-•.. P �r -- `� a".4D0. J 4'-00" '4'-00" 4'-00" `4'-OD" b �.� 8'�6" • "4-00" '4-00" .. _ "4'-00" ._ `4'-00'- .SO: ;. � 2-r. "4'-00" '4-00" '4'-00" "4-00" s aR _ rMsw : k '4'-00" .'4-00" _. •.'4'-00 .. '4'-00".. . • A., - y� -r r' "*i ' 4,-00" - - '4-00" ...... 4'-OD" '4'-00" • P-'-M, -,.45 ....�.'`x." . '- `4-00" `4-00" ....•_•4-00" _ _ • .. `p .OD"_ '4"a2allrae y. .._ y •�= '4' 00' "4' 00" '4' 00" '4' 00" _._.. sE" t --� -p,... '4'-00' '4'-00" 4-00". .`4-00" • . ez lac,5•--. .tt ,4p A. "4'-00' -- '4-00".._.... _ 4'-00" `4'-00" s '4'-00 °4'-00" `4'-00" �= � ^it,, a 2 4 _ ... . .. .r D , -00" '4'-00" '4'-00" '4'-00"_. ... . .. . .. '_,r-.i {�,-• sue-WMN1 '4'-D0" '4'-00" • '4'-00" . ,:""1` -- 4'-cl0" 4'-00" 4'-00" 4-00" .,.' '`; a" 36",_.a 4'-OQ"4 • -- - '4-00' _....• 4'-00 .4'-00". • • .� ` - �' {,,'j".3Ci L" `4'-00" '4'-00" _ '4'-00" `4'-00" - • 3r: O". °4'-00" .4-00 *4'_00" '4'-00" . . 1`W'`1 - �,. _,.. V 2"c o" 4'-00" .. .. _4'-00 4 00' 4 00 .. -. _ _ _ ._. '• _'3:,-' y r v, Fg - "4'-00" "4'-00 - • 4 00" 4 00" ----'- - ' ' i g o-' 7 p 2" -4'-00" `4'-00' `4'-OD" `4'-00" , c a Y1- ,��.. Wa IN '4'-o0" ;4;_00" _ .. "4 s� r , n .rai s.`'.32" 'd0" 4'-00" •4-00" 4-00" 4'-00" •.• - rr- E • L �• z- r".303r '4'-D0" '4'-00"• '4'-00 `4'-00" . • •,„ s 7 52 '4'-00' '4'-00' `4'-DO" '4'-00" • r- _ .. ..._ .- - - __ ._ • ._ _ •, 3 p'or.•. 4'-00" '4'-00" '4'-DD" • '4'-DO' 4 DD _4' 00" 4' 00" 4' 00" r •r r ' a �29"30"96"'� - 4'-00" 4 00' 4'-.00". 4'-pp; -r a ;:tr".;iitt. 4'-00" '4'-00" 4'-00" "4'-00" ., r . --c i -4.- - -00" • 3'.30£7° '4' OD" 00" ., ' ;- -12"3o20" 4'-00" --- ...4-00' •4'-00" f 4'-00' 4;:. _ ._ 1. 036" .. 4'-00" 4-00' 4'-00" --4'-00" .511Vid2` JD". } .�-37"10$2" 4'-00" '4'-00" '4'-00" '4-00" 33" ii7 4•_pp .4,_00,. ... ;4,-00' '4'-OD^ ',-:V.-.1.i.3-7:i.-':./-'-..',''1.g1.,T;:"'1:,f:,--.,;.T:'1:;.7..':..'::.-'::5.;,3-i';•-.f-12.i:-,-....z;jr.1AA.-31-.C?t;.,-.....A,......::-.'--->,-.1.'..,e-..':-..::-'.,.:"e-.-• r '32"3o20" 4'-00' 4'-00" 4'-00" 4'-00" • -*---66.-F, .. _ .. r i036',� 4'-00".. •. . _. .°4-00_.__ 4'-00^ 4-DO` ... 4 02 6. .- .. . ..._ r 3T]n3T 3 '4'-00" ^4 700" •4-DD" '4-00" ®: ;" -W3"do$7" 4-00" " . .'.` "- Conforms to - - SS . .-72.,30?.0"-:A.-y 4'-OD" 4'-00" 4'-00" 4'-00" y a •- -.. _... 2/7/18 " 27"1036'" 4'-00" 4'-00" 4'-00^ 4-00 _ .- ',• HUD MHC - _':_ :-" :a::.:•=<-• '=37"xoffi2" 4'-00" • 4'-00" 4'-00" 4'-00" : -,..,:_ , 38^xo67" ? 4'-00" _4'-DO" 4'-00"'.. . •:"12"t620", 4'-00" 4'-00" 4'-00" 4'-OD" • _ 1 to36" 4-00 • 4-00" 4_00 4'-00' . 78Wide JD' .37"Iob2" 3 4-00- 4'-00" 4'-00" 4'-00" .-C, OF ALq qA 33"io$r,- 4•-00' '4-00' • 4-00" '4-00" ��P 9• 72".tozo _ 4'-00' 4'-00" 4'-00" 4'-00" PHILLIP J. 2120.36" . 4'-00' • 4'-00" 4'700" 4'-00' 6" . '3r.w..32" , 4:-00" 4'-00' 4-00"- •4._00" I.. O NC IF .21.1,-- •_` -.`ti- "'W3". .ST'- "4'_DO^ "4'-00' '4'-00" `4'-00" ERA 4- *Indicates a configuration thatmill require the frame strap connected 32035 to the far beam (see Figure 72). A --• `a ;Iv onal En9` ._ January 8,2018 66 Manufacturer's Installation Manual-January 2018 .,-„"..C,II.Eo,"..„,"