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RcC-0206-2019 . 308.14-1-52 Forest Park MH Lc C . , , 4 TOWN OF QUEENSBURY 67 Briwood Cir New Manufactured Home 1216 q f BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as —- —. . indicating the plans and specifications are in full compliance with the Building Codes of FILE COPY NeW York State. , 76 W 0" l'w. , LINLN 09 ... MASTER / LIVING 7S" FAN g CV 0 BEDROOM ROOM Ai°TICE/ 1o.10 x 14-2" ; ' 1'6 1 1 15-6"x 14V-211 kuRN ,.. , >,-liax ,1 \ BEDROOM#2 BEDROOM#3 ANCHORING OF MOBILE HOWE'l - 1 LC) \a. --- ' \ i 9'-0"x 10'-9" , 9.-0"x 10'-9" FRAME IS REQUIRED PER VP s,,,,P 0 IL '5 Fog a I vim BATH MANUFACTURERS SPECIFICATIONS 1 r- ' BC' TUB 4 \ i 10 BATH • , wid I F a MODEL 122-L-26612 3 BEDROOM,2 BATH NOMINAL SIZE: 16 X 80° ACTUAL SIZE: 15-2"X 76°-0" , TOTAL AREA: 1153 SQ.FT EIW [ PRELIMINARY PLAN: 1E, CEEE0 TOWN OF QUEENSBURY FOR REVIEW ONLY BUILDING & CODES DEPT. APR 1 2 2019 Reviewed By: IV\3 TOWN OF QUEENSBURY Date: LI 114. i, BUILDING&CODES ....„._]_ Li________1 .07,NA74,1' nr,f. 5,tC.' CHAMPION I22-L-26612 LITERATURE L-101 LOT 5411 PLAN MANUFACTURED REAUTIFuur Eg.A.Val Y.i C.FIT ,,PF q f lk,h`tA c.,'0.1-Mpi•EN, ) `tiltiVeiditgetttPtarlYttdift22:M012-MnetR-1-5-17-MADISON VILLAGE-LOT 5411-76.-4-5-17-FROM-TOPEKA-.DWG,9/1412017 11:51'52 AM,DWG To PDF.pc3 I NOTE:ALL DROPS SUBJECT TO CHANGE UPON COMPLETION OF PRODUCTION PRINTS PIDc1 MIA ©II ppintT 1—L—1 1 IIN X I 11.— I i M I DESIGN CRITERIA FOR REVIEW ONLY 1 THIS PRINT BEEN DERIVED FROM D A P I A SIG APPROVED DESIGNS 2 REFER TO THE APPROVED INSTALLATION MANUAL FOR THE FOLLOWING SITE OETA.LS 1 TOM COMPLETED DY Tt4E.tNSTALLERI MANUFACTURER DISCLAIMER NOTICE A SITE PREPARATION SOIL BEARSNGCAPACITr PLEASE READ AND UNDERSTAND THE FOLLOWING INFORMATION B SOIL,BEARING CAPACITY C FOOTING DESIGN AND SIZING POOTr.:G SIZE CHAMPION HOME BUILDERS,DOES NOT PERFORM ANY SITE WORK FOR HOMES PIER CONSTRUCTION 33 IT WILL BE THE RESPONSIBILITY OF THE DEALER/SITE CONTRACTOR TO INSURE t �� E ANCHORING FOOTING SPACING THAT ALL SITE WORK WILL VERIFIED CORRELATE WITH THE UNITCONSTRUCTION ORDERED 3 THIS PIER SUPPORT DESIGN HAS BEEN CREATED (COMPLETE ONLY tR DIFFERENT FROM CHOMA ya k ALA.DIMENSIONS SHALL BE VERIFIED BEFORE CONSTRUCTION SPECIFICALLY FOR THIS SERIAL NUMBER p NOTICE TO ALL HOME INSTALLERS, MANUFACTURED HOMES WEIGH SEVERAL PER LOAD TONS DO NOT ATTEMPT TO INSTALL,HOME ON SITE WITH OUT HAVING 4 PIERS ARE REQUIRED AT BOTH SIDES510 OF EXPERIENCE,KNOWLEDGE AND UNDERSTANDING OF ALL INSTALLATION EXTERIOR DOORS IN LOAD BEARING IDEVJtNAILS. MARRIAGE LINE PIER LEADS REQUIREMENTS FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN i PIERS ARE NOT REQUIRED IN NON LOAD BEARING END WALLS) "PIER SUPPORT ALTERNATE"DAPIA A B SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER PLEASE-.READ PAGE FL01 DS 01(MAY ONLY BE USED ON DOORS AND UNDERSTAND THE SETUP AND INSTALLATION MANUALS SUPPLIED WITH LESS THAN 4$`WOE) c ...- ... r -.. ,,,, __,,._-- _..,..\>, THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME 5 BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF OPENINGS 46"OR LARGER IN LOAD SEARING r--� SIDEWALLS OR MATE WALLS 1 ; FRAME SUPPORT ■ POINT LOAD SUPPORT 55'-0 1J7" WATER INLET —54'-ia" EXTERIOR DOOR LOCATION 1-52' _ I BEAM •---, e' 55`-4' -_ •---, _ -- --- -- 1 i .�1 PB 1 1 1 1 1 1 I i t :, I 1 1 1 I 1 L , I 1 1 L 1 1 1 _ f `— — — FURNACE C!L , U IZ. t-56'-3" DM DROP TO BE DETERMINED �' (� —•-— a--- —__' _-- .N. ..1-74' I-66' 1-58' 1-50' F-42' k-3 ' I-26' 1-15' k-10' I-2° 1-- ! I-BEAM ---, I , 1 1 I 1 1 I 1 1 t 1 I t , 2 I .. ! t • I 1 I t I �� I I I I 1 1 —`_ --- - - - 11 1 1 , 2' 8' 8' 8' 8' 8' 8' 8' 8' . 2' I EXTERIOR DOOR LOCATION —1 r-1©°' 76' —15' _®-�_ - 40[7.7r, (,-s1,x, I22 L 26b12 It1Pl'PIER F(3UNDATI©N vt r -_ - ; CHAMPION ,, LO71717 PLAN © MANUFACTURED bEAUTIFUIIY" �y ,,,It C,UI .'TA. ry Teas VC:C JI CrT' GARE,Erf£YJT RD EPHRATA FA 1s 11 NOT at•iC-I�i tiff 1(f*1 C. K/ tE'Ntit)itt I tdOt titiO `24A6611--tfYl'$V'i'a1='R-4-5.17-NIADISON VILLAGE-LOT 1717--76.4-5-17-FROM-TOPEKA-.DWG.9114/2017 11:51:03 AM,OWG To POF,pc3 11\t' 1 1 1 % ISitl" 1 i 4 i 1 r "al i t ! t t : 1 . . , I. ri 1 I. :,11 :I: 1 i ; k 1 I. ., CI\ 1 .: t '.. 1 : i , • , $ . i . . 1 '. ..i. , N . kV S . . V ,.....g......, .,,,,x.w.a.1,11 t ? 10 I t ,I �r Nam."&�o-�t'S:'_y-i sah':.�=. ',_;�^M1µr``.�:u:0 .r � tl _emu^ _ x- r1� 779. i 7 seal i t .ibc_Cz� S /Stan- T his 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 wails. 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. •-=_T_�,�2�";'= .+,=''' _`•,:i"�"�ja�+�•'�c=� - %1s 9 �:?"��.;s-^�^:N'1a.-" c.,:��.-.-:.j.�-err=Gv-ri.�-"i^< Ka.�y t�+�, - -':-i.�i:::=«?' .;�.,,✓t--��.yq :esr�.rn,Es.T „2..-,��8"z���='_r�'4Y:= - _ s.,-=-=.;-"-�Y��wF'�'�y...x�„ -.sf_-_- _ --.�l�v � tis �+•'s`,i�-'�v'%>1'r a�{x"-'fi=.j.:j. ^ly%'"^+�� ,j - ,c 'i. ;.,:'ta-5)Wil ram.-.3";--�•:c`'�'i�3r'EV:::-'�� „`_.7 m o� i'-y��".-'i..__ ',-."�:,.q --�. �:-4;, 1 may` r� .:` '•�+'�..^�. 9'C•�`:''s ,:�- �fa 31-�' '�'o 0 6 0 ��` ..�' ,� `"sew.-r:-.c,"" _ d 'z-'_ �'^_.��'' r-,,,.�..�c .'1-.,..��:^. - - � �'a:>.-�'�.� "�-.''��--_:K�.r ���zc�ux.,s',�r.y:=`zsM1 .:'" �..---'`�Ew"� •.� -��"_�k���`_ !il�i+ - - �: , � �v;_,"� ��`� ;. .?el:.; �-+.t�f:t,�k� i:�1 f'�'K�"5:, �.+"-: ..z_-a: � .. _�F�...✓s;��_... .':�br;�S..:". :s'.1 f r,��-�=��_' "..J�-_<?;-Y:�"•"' -y.,.a-..a.tY- -. .n.,..— _, -"- ,.�->�._x- i`-11.. �3-�..�.._'-v1 --. .._.o-_�_-r,—_.-.-..�..>.-=,.SiF:-5�:� --. -, ---:_., - ,. 7 STEP 1. DETERMINE ANCHOR LOCATIONS(p. 62) V STEP 2. DETERMINE TIE-DOWN CONFIGURATION (p.67) V STEP 3. SELECT ANCHORS (p.68) V STEP 4. INSTALL ANCHORS(p.68) 7 STEP 5. INSTALL STRAPS (p.69) 7 STEP 6. TIGHTEN AND ADJUST STRAPS(p.72) a_ is+.:>^rem!'-:-r,,,-,,'.:,,,,= .=iY..{,,c_.Y....,w..':,-F,,-,..r-�-r,..,-.....Y,H - .rv_4-.".x:.-.,f,^=-. ..,- r .-Y.,.,_,..--=r-" __x-"r-. . , - :-,,, , .. - STEP 1. DETER NNE GNE ANCHOR LOCATIONS A. Create a sketch of the home plan showing the exterior walls, marriage line(s)(if any) V s = and frame I-beams(this will be similar to the base sketch created in Install Footings, page 15). n _ Need for a stabilizing l 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- curedAs each anchor location is determined, mark it on the sketch, noting important dimen- against the windh sions such as spacing between anchors.When complete,this will be the home's tie- by the blyus of ananchor plan(Figure 70 and Figure 71). five d foundationr art alstem. five system. Where site or other conTABLE 21. ANCHOR LOCATION TYPES' use of theons prohibit the � � � � use of the manufactur- ` caIcn:I - .; e1�ra ,one113neslndVMe7_ er's instructions, a reg- Y .f. -_. Frame Yes Yes istered engineer or re g- idewal r� - . " 63 is ere architectmust rc ; _._: --1 . Vertica"; ,:, ',No. -Yesµ 67 .: design the stabilizing 1 ->> "t ""'_>z Frame Yes Yes 67 system. ZT.En-d mail: --- -- -- -- - _ ---- - — ----- Vertical .::. No - No",., 67: = seismic forces. .. •- Flood"and set rn ii Frame Yes NA 67 The stabilizing system re- w 9.,--_.•:,.il.si quirements in this chapter .:,,=, ,_:,.s.�•_.;.:,.�• -: Vertical No NA 67 do not consider flood or T?gP.a ch`Posl Ztil Vertical No At Vertical Straps 67 seismic loads are not ,=_ gfs±Unit:z .Same as Single Section Home 67 intended for use in flood or i 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 orregistered Fi ure 70 and Figure 71 illustrate typical anchor locations for a double-section home architect to design the sta g g yp bilizing system. in Wind Zone I and Wind Zones II and Ill respectively. PF$ . #62 •'7,-;-----is ;,s.'Conforms to -4..0 -- HUD MHCSS 2/7/18 62 Manufacturer's Installation Manual-January 2018 ...m«p,,,,.,,,,,,,. s.04.7---ZzA7, _ „„7,4/7,4,41,2-NW„1 =1, i Sidewall Frame /Tie-Down ( I-G--- i I �r <4" beam End Wall Tie-Downs Figure Zoe Typical anchor -_-Ly___ •` ' - locations for a double-section LIAarriage home in Wind Zone l ----E)--- Line- -a-- o Key: n Anchor Head I. —Strap Vertical Tie- o — Down 1 Standard Pier Area 1 „Large opening n 0© 0 rvl e v o')) 0 CA _ —Y C E—_ --_ Y_--- Y__ o a 4 Q Longitodinal_7 Figure 71. Typical anchor Anchors �J---- Marriage locations for a double-section ` — pine--- une_!_ home in Wind Zones ll or lit - �i-Beam _ r1J n C� 0 (� r, /C? n�•o\_�--rFrame @) N U v U N) Nrie-Down 1 High Pier Area I Standard Pier Aiderrall erocat _Lateral Frame Tie-Dorms Tie-Dorm to Far Beam tl E SIDEWALL FRAME ANCHORS Use Table 22,Table 23 and Table 24 to determine the spacing between anchors for r . 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). Ap—FS#02, . 'Conforms to - ... HUD MHCSS 2rms u.,+urACTOSSI,er.vrnu,r,- Manufacturer's Installation Manual-January 2018 63 011-N �.:Q�, v[- ,,.r4'.:y_•'y.":P✓''`�Zr:`1-'�'''y'-r+n.•ii- '2,32 TABLE 22. WIND ZONE I SID'EWALL FRAME ANCHOR MAXIMUM SPACNG (MINIMC.UM ANCHOR SPACING 4'"0" __- s � �,s•w .,,-;;;7 -r. u Jg'bli, eri fir 1 ` i`- -30 � 44 A 71 9'-09"� °10'-11' 9"-09" `13'-Os" � ! xs' ? 10'-03' 97 -0B". "13-05". 13'-05" ";:' �.,._4. 1 °70'-10' °12_�1^ .. ... . "13'-03" 13'-05" w'm-,) ' �"- as-5':.-72'0 18'-10" "9•-07" 8'-10" °12'-01" � `-0: 3 `8'-11" `10'-04" `12"-00" "12•-01" p4 _�,_� ` u -` 09'_06" `i0'-OS" `11'-71" `12'-01" +.-_ `• •a0,•yu.1 `9'-10' °10•-11" `11•-02" "11-06" 'i s' os" v- " iS$_" "7-10" ... .9'-02" b 1D-07". <10'-09" _;., 7 y 711n `8'-05" `9'-07" `10'-08" `10•-09" >--.-.._ae--+sc 'i'- �"c�0 i'„s, `8'_05° °9'_ ?• T d 1 -07 9-10^. 1'-07".._ 9•-10" rY� 1 1 4.7 fib' r "06" 9'-04" 7 i0' 11` _ s- "_ " - 7.13-05^ a . +S + 4* '= 77° 7 •10'-03• "11'-06• `13'-05" `13'-05" €a r -.__, €iCti 0"VP' 1 10'-or `11-10' "12'-09" `13'-01" >}3Nid-e .�D"�, t1 ... 10•-os" . 8.-10". . , , . 1 8o'--045"" 128•'---10"�• 1 B0 . : , 4 - z - 0 �" "811" 10' 01" 12' OT" 12 i ' -% "°' .9' 05" '10;=05"' -111-06 11E -09 , -- -- - _ ,1!,i. C a "r , j 9'-06" 8 00" 9 06" 8'-00" T`v' ,,r ` g 7_07 .... 8-05° 7 OT. "11'-pp- .. t4 : - _ r_• a.r • " r-- '7-70" .._. °8,-11• _........- °11' 00n--- --- '11'_QO" ..* ...-_ Vie'?'-b..t.'-ia v. 9"d° °-- `8'-03" "9'-03" `10'-05" "10'-08" • m� - . i'i...AciOi° 12-10" 11'-09• 12'-10" 11'-09" 0�€ _ ;r_ b.f2r ,: 10'-•10": .. 9'-06" 1 0'-10" 9'-OF .•• • �. µ{Z7"4oxi2"_ 9'-02" 7'-09_ 9_-92` ... 7'-09" Y • r ',53"dof 7 10 11 06 7 10 a '13'-06" .-- 1Z"B°2D. ri. 11'-06" 10.-07^.. 11-06 10'-07" "'9S''Artde . --.- t .""21'•f°afi° 9'-09" 8`-07" - 9' 09 8-07" :_fi c ' 108" • = � ---,�,- s:37"3°i2"-� 6' 03" �T 00' 8' 03" T 00" . .,..�-.-':s.•.: --- -..._._...--- -- ...-- '-- -- ---- - 1 ,.. ;Tv3"#o7" T 01' '.10' 00' 7' Ot 12' Ot'. -„`.,.fir • .._...._._._...__.._-_._._..__....._..-__-- _ - r , 1D'-06" 9'-07" 10'-06" 9'-07`� .27•'f038" ' - 8-10" T 09; . 8,-10" -T,._09" g ti = y20 -- _.._ #02 •, ' 7" 42"_;*•t' 7'-06" 6'-04" 7'-06" 6-04" " = °=" i°Dii" 6'-OS '6'-10" 6'=05' '10'=11' '; Conforms to a .; .: ;-r :._ _. ..__.... ..__.. _... Et' HUD MHCSS :. =,-, _- �, 13-05" 13'-02' 13'-05" 13'-02' 8 -",. : 2 7 1 - - - ::�•: � �•`-" 12' 02" 17' 04' 12' D2" 11-04" 37"10=a2":r; 10'-08" 9'-08" 10'-08" 9'-08" 9' QS" 8' 04' - 11'-10" 1 01' _ti� : : . _7"to32"" s s 7, s" . � -B• .as. r 6 • •PNiLLiP J. `.32"io�6'.: or 70 09 17 00 10 09 - - OP "LAN • . �.do3S"c� 10' 00" 9' 03" 10' 00" �. � ER l��- •' . 'c :3710-p"4 8'-09" 7'-11" 8'-09" 7'-11" }y T N10. x .-. ga .4-,.._...__ 53'#o `:: 7'-08" 6;-10" 7 08 6-10 '',y A' 32035 -'- _= * Indicates a configuration that will require an additional strap connected "�,^°faSs�O E„g�e0 nai to the far beam(see Figure 72). "•• " ••""� II January 8,2018 \�. Manufacturer's Installation.Manual-January 2018 u„v,t,U,"„A r1,„r. iik.,:„.„.._,.,,__ ,-T-,,,,,- x, a ,= C,• _, - -., ,,. (�',.f TABLE 23. MIND ZONE t@ SEbEWALL FRAME ANCHOR E AXGI'VIUM SPACIINO (MGNCMLIM ANCHOR SPACING 4'-0") = .5.- , sue' <� � _ - = _ _ :.=,,..,�.�", °j I ,i>^ s 0: i o'o °° :, :.... c o-o-_R . , Uzi /--- ;_:� �Y� x�J f '�•,g-�s'� :��,,� �',g ��- L '�. .,,tea.=�-;1 S W . 5'-04" •5'-04" 5'-04" •5-04" E, _ � •'.- •5'-04' •5'-04" =5'-04" .... •5.-04" '="W.tr. ,'-±".;_ r ,Y '5'-D4" ... 5-04" •5,-04" c5-04" '.; - - .,'' 6� =i •5•-04" „�-04" ,:5'-04" °5-04 1. '• g r ice.. w'�: . .s?' Wit^ 5'-04" °5'-04" 5'-04" 5'-04" r�'"--'�,-' 's_: _!a;< C1 `5'-04" "5'-04" '5'-04" _ °5-04"- i �0 ;' 5-04" 5'-D -0� - e.° -, a -=; "off ^5'-04" *5'-04" `5'-04" `5'-0 b3;b` A•' =µ-' - - --- °5'-04" `5'-04" 5'-04" •5'-04" . ,.--',Dr z -. = v `5'-04' `5'-04' *5'-04" `5'-04" may,-4 t: a • ' kM iz* 5'-04" 5'-04" "5'_04" . . 5-04" 6` _�•We.'F' Fat 'r'r`.I •5-04" •5-04" •5.-04" •5'-04" "i r. ` r 5'-04" `5`-04" 5'-04" 5'-04" «-"-yam 5'- s ti " :'c. t9�6" 5'-04" `5'-04" "5'-04 - 1rt _.. 5' 04" � -' °5'-04"' •5'-04" `5'-04" •5'-04" s�-c" .Tc_ , _" - 0- `5_D4" .. . ... •5-04" 5-04". 1.•5'-04"... . p -- .^ i r •' ta. 5,-04" ''5'-04" 5'-04" •5-04" ._ 47 'w=`'tr- tOl •5'-04' •5'-o4"' •5'-04" •5'-04" "A�.er ..ti r °5'-04" •5 04" `5'-04" `5'-04" ' -` EEr�' .!`' ' • •5-o""-:._.. 5'-04" - Q5-04'- .. 5'-04" -'' 40 5'-04" '5-04" - - 5-04".._. _ _..5'-04" Vrtii'llkU --, >;" <5:-04" =5'-04" '5'-04" 5-04 ag „ . .5 ir�� lT •5'-04° "5'-04° '5'-04" `5'-04" ' > + 1 3" ffAgi 5'-04 •5.-04' {5._04^. _. . . _-.5'-04•t. .... .'_.4 _'�' *-0-1 ' - 5,-04" - --- - 5'-04" - 5,-04"... _.._. . 5'-04" •'.,ii,tee_"'' -5-04" S'— — — < v � 5' 4^ 7`-_ nri...at .* �'3"s'tc4... •5'-04" •5'-04" ;5,-04" •5'-04 .c ko t ,.T O'436". .___.. 5'_04".- - --' 5'-04; - -- •5'_04„„J._ - 15'-04" , £ 1 �7413$2"+ S' 04" 5'-04 S'-04 5' 04" . .......... on:-� ' =:ra 2 °i_t - l? .4.,s •5'-04" •5'-04• '5'-04" •5'-04" f-Isc ,•>4� :...._„ _ 2U3 - - - - � } '32"10 5' 04' S' 04" 5' 04" 5' 04' r. r a- - 3035":a •5'-04" - •5'-04" 5'-04" •5'-64' D8aniSF #02 -." -�... r"10z2 '5'-04• •5 04 •5'-04" •5'-04" s = •i = d •33"103G7° • .5'-04. 5'-04• •5'-04" •5'-04" _S a' " -li 2$0 ': 5'-04' S'-04" 5'-04" 5'-04" -. �. ..,,_.--•Conforms to 31"t06- 5'-04" 5'-04'. 5'-04" 5'-04' .%- V 2/7/18 :r 71,0$2. 5'-04" 5'-04" 5'-04" ' 5'-04" �3"10�f;� •5. 04. •5. 04' •5' 04" 'S' 0 =.,.. - �Z3o20 '- A '''� " A- e ,:-_,:-=`'"=' :_:'`n._' , 13o3fi"_-A5_04 5-04 5-04 5-04 .`Q- � ''' .;e:Y - - - '3T`ioa2".. 5'-04" •5'-04" 5'-04" G, "9. : .._' - -:,33"10£r"4 `5'-04' •5'-04' •5'-04" •5'-04` COP L1 AND -:-12 o 5'-04° 5'- - ' 20� 04" 5' 04" 5' 04' -'i -:L1 - - - -08- ' t036" ,• 5' 04' 5 04 5' 04" 5' 04 N P1 N E E R r� `' .3/10521 `5'-04" ' '5'-04• °5'-04" '5'-04' NO. . 32035 5,.f xi*; 4= "loser •5'-04' •5'-04' •5'-04" •5'-04• A *Indicates a configuration that will require the frame strap connected ^o.,.-6, nol Engoe° to the far beam (see Figure 72). January 8,2018 „A„",,,C,,,tCo,C„U,,,,,,,r• Manufacturer's Installation Manual-January 2018 65 r W,, 6 C' -e .:fir y `c�' ,tir _i Y:L`!' r r.�-: Sit✓"�,, TABLE 24. .FftilNE3 ZONE Eft S DEINALL FRAME ANCHOR M XfWttUt€MI SPACING MANUM ANCHOR SPAClNC 4'-8"' ,i'-••• 3r.- ,-:.f?- _. _ ..' C1 � 4,:f}=5= o o ..,.�'�;:�' =- • . _ _ s��-'0,'- _ -, :,ems: ,c z s - ate. ` -`, •:%.] '"_-"cam. -ti �' -4 ram. � -r a.,.•„ s • -n "D1ir t i�ew^a71': ._" °, : : ..4%' `1[;0 ir, � cr., r= � k - s ��•�� - 4'-00" `4'-00" 4'-DO" ^4'-00" 4W : . , *--•4i: ; ` 3 6 `4'-00" °4'-00" 4-00". . `4-00".. sc,.... .`. 0,�a2� °4'-00" `4'-00" °4'-00" '4'-00" . w`=i ^ter e77'z 4'-00" °4'-00" 4_pp^ `4-00".. •t. .- 0 `• '�`�� � - '` "' 00" 4' 00" • 4' 00" 4' 00" • -h,-'`, '_ A7a2$72S"'5o 4•_00 4_D0". . •4-00" `4-00" • ,, . �.w ,,�. `4'-00' °4'-00" - ,y • • • • • 41-• �.:' : _� x. - `4'-00" `4'-00". `4-00. `4-00" _,-�- _=ma" 4' - - k � °4-00° `4'-00" 4'-00" 4'-00' y • P. .i . . r-.� 0 " '-00° '4-D0" 4-00" .. •4'-00" • , _ -. _ max . ,:1 4'-00" • °4'-00" °4'-00" •'4'-00" .a- :c==Y•'.;:`- -=�_ =,r 4'-00 4'-00" 4'-00" 4'-00" �i em;r,M-i': a�_ 4 • _ _00" *4'_00" a 1 P` :. 4-00 4 D0` 4 • 'ems .s'f z G ..1 •4'-00" °4'-00" • • �„ ,,, 4' 00" 4' 00" z"�� �� 4'-00" 4'-00" • ,• :.04 zr Y' 1", 0 6A '4'-Oa" .. . 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" SS • - ._ -._. -:.•.. _ -.--.---- .. ... -_..r: :;...=dz:Y- f'�2^3p2p";�� 4'-OD" 4' 00".. 4' 00" 4' OD" •�� ._._.:._... -4-00 - 217/18 • ••.:;:,,�-::., 27"SD36":.� 4'_00" • 4=00 • on forms to ... £iUD MHC • : :_.:.- :' T2,.£ 4' 00" 4' 00" 4' 00" • 4' 00" • -:-•_ --• -•---•s--`33"-3o£T}:<:� 4'-00" :.. _---- _.. !',,::• --2 �, -•:-•�r:-..:-,. . ....:....: .•:� tOZO° 4'-00' 4'-00" 4'-00" 4'-00" r • • • • • Nide s; D,J d2f :.4 4' 00' 4' "00" 4' 00" 4' 00' 7Bl 4' 00' 4' 00" 4' 00" 4' 00' Q .. - .�.::gip.''=:-x - - - - - ' '_ _v+zr�{ 2"�pZp"-_"�, 4' 00• 4' 00" 4' 00" 4' 00' . r; • 27 3036"-? 4 00' 6" iGN9 kt 4 DO '•<_ ;''%, --- . a-4• i .. . - ` DINE : > ?a Div"20£7 r '4'-00" -00^ 4-00^.. ' • 4- NO. .Y *Indicates a configuration that will require the frame strap connected 32035 to the far beam(see Figure 72). A ` ,I\. oFos ' e° Slonal ER9.. 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