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PERMIT WORKSHEET page 1 of 2 � <br /> i P�RMIT NUMBER <br /> New Home � Used Home � � <br /> ------InSt2118r -- =Lionel.Easler --- LiCense_#���N1025210___ ' <br /> Home installed�to�he Manufacturer's`Instaiiation Manual- — � <br /> Address of home ��l'1�� l�{�r�SS t'�1� � �,�� Home is installed in accordance with Rule 15-C ❑ _ <br /> being installed <br /> Zephyrhills,FL 33542 Sinqle wide � Wind Zone II ❑ Wind Zone III � , <br /> Manufacturer Champlon Lenpth x width 13'd"x 43'(Includtng porch) Double wide ❑ Installation Decal# <br /> N07'�': !f home Is a single wide flll out one half of the blocking plan 7riple/�uad ❑ Serial# <br /> !f home Is a trlple or quad wlde skeich!n remalnder of home <br /> Roof 5Vstem: x TVpical Hinped <br /> I understand Lateral Arm Systems cannot be used on any home(new or used) PIER SPACING TABLE FOR USED HOMES <br /> where the sidewall ties exoeed 6 ft 4 in. ��/ p Q <br /> Installer's initials �_� Load Footer <br /> bearing size 16"x 16" 191/2"x 18 1!2" 20"x 20" 22"x 22" 24"X 24" 26"x 26" <br /> Typical pier spacin� capacity (sq in) (256) (342) (400) (484) (576) (676) <br /> IOtOf81 <br /> 2� 6' � � � � <br /> I Show locations of Longitudinal and Lateral Systems � �� ' ' ' <br /> longitudinal (use dark Iines to show these locations) � ' ' ' <br /> i n � i i <br /> � � � � <br /> i � i � <br /> " interpolated irom Rule 15C-1 pler spacinq table, <br /> PIER PAD SIZES <br /> I-beam pier pad size 17.5 x 22,5 a ize n <br /> x <br /> Perimeter pier pad size min is"x16�� x <br /> . x� <br /> ,,, �.. • <br /> ---i ---------•------•------•--•----•---•------------------------------••----•-----••----1 .-.- Other pier pad sizes x . <br /> ! �,.,� , .,.� (required by the mfq.) x <br /> x <br /> � Draw the approximate locations of marriape x <br /> I,.�„� wall openings 4 foot or�reater. Use this x <br /> ma��ae wnllplorewithin o�o�do�no porRulol symbol to show the piers. x <br /> x <br /> - List all marriaqe wall openfnps preater than 4 foot x 2 6 <br /> and their pier pad sizes below, <br /> ANCHORS <br /> .... ..- ,�---�-��-- --. . . .......--�---•--��--�--�r----- �------------- <br /> Openinq Pier pad size X <br /> � ------.... . .. <br /> ��-�-� ; 1----I....i � �.. �.... 1 i • --�....�---T� ...�...... 4 ft 5 ft <br /> � I -- ---- --------- <br /> �. f......---�(---- � �...... ...... { • .�.... j <br /> y..........{.....�....t.....f.....�....,....{.."',- ••�-"'-:'...._..... �'.............r....�....................'"...�....i t...... ....j.........................r..... <br /> ' 4 �........� + i-....j..........�.....�.........�.. .. I I I I �.........:.....E....i.....�...�.....�..........j..........I.....4....T.....�.....I <br /> ...... ...... . .... .. . <br /> ! ...�..... �.. ...'... .. <br /> � � <br /> � f �.. ...i........�. <br /> � �r �� <br /> �---� � ...`.....---�-��-•-�1----.�...•.f-- - ' � � �.,...- - <br /> ........--a. . ...f. .r....�_ .._F.....-- •- -�-�----.�.....�.. FRAME TIES <br /> , � , , , , i f ...�.....�....T---�-- ; <br /> -- <br /> --�--•_-- <br /> i - <br /> ...j.. <br /> . ..... <br /> � ...f---- �� -{�- <br /> i � , .-'.....f.. <br /> : : , , . <br /> ..........�.... :...............i..._�_......._...........__....:: ---��--��- <br /> �. � 1 < < j ' � i � i.....�....�.....[.. ....� .+� � � �--i withfn 2'of end of home x <br /> ... <br /> � � i <br /> ' ' "'I'" <br /> ..�.. <br /> -•d <br /> ""'" <br /> .......�""' .............. . <br /> �...... ...�.........�..... .._�....:...1.... "'.�.. � .. ...1...+..._.1.....""""�'""" ' 1 11 <br /> .. .:....... <br /> ... ... <br /> ...�....... <br /> �...... 1....... <br /> � <br /> ...i.. � <br /> } I E I i I 4 OC <br /> � � i � ��f����� s aced at 5 <br /> ...1� � � I.....1._.._�... ..�: ...1.. � . <br /> . . .._...:.. .... <br /> ...................�.............. ....�.......................:.........-------�- -�-- ---------�-..................:......---�-... ..-���--� -��--�---+�-�---�---`--------- ---�-----� <br /> p <br /> � * 7 <br /> , <br /> � � � � � 1 � ! .. ( T r i ' �....� ;.....I.....;..._i.....�.....1. ....�.........:....�.....1.....�..---� <br /> :.........._....�.....:...........1.....1........._:...._,.....�.... ....,.....1.. �_........_1..............:.._. 1........� OTHER TIBS <br /> � �.........i...........�....� ....1 � � � � i � � � �. � � ' � � � � � � <br /> �.... � ; .�... _........� .f..........�.... ...�.....:.........F..........�..... �...._....�.....�..........�..........�.....�.....�..........� TIEDOWN COMPONENTS N ber <br /> �.........1�_...J....;..... �.....�....1....7....�.... ... .. �--•-•�---...---.�..._�.....E....l....¢.........:.....�..... �.....�..._�.. .....�........r..-•i-•-•-•--• <br /> � � ; � ; �I���-� �������� � .__�__..I_.._.� ������ ' f � � � ������ f �.____i_.__. � � ��� Longlfudlnal Stablllzing Devlce(LSD) Sidewall �� <br /> :.---'....-•--•-•--••-�--•-�-----•.-.-'.---!..—'- � t-••-�- �-•�' � ' k E ' ' � a <br /> � ; r � . �. {- 7- �.....r•--"f`...h-'-' �'-. . t..........i-... ---t---- ---'T��--1-"-' t . -'•f-------•..,...., <br /> - ------ <br /> i. . ; � � ..._.......� � �-.--i--„'---.t....,.. ; � t � Manufacturer-------,--------- Lonpitudinal ;�� <br /> .........�.....�.....,..._.4....�.._.....}_...{.....i.....i--.......f....�....i....�.....�....7.... ....} � �.......-•;---r .. .._...i........--r-...f.....�.... ....+ -- - -- ---- <br /> ' 1 � � . � � � � � � 1 � i ! ; � � T � � � ( • � ; T � � � ; � ; � � � Lon,�iiudina!5tabilizin Device w%Laferal Arms Marriaqe wall <br /> , , , , . <br /> a.....�...............�.....t......... ....�..........�.....�..._�.....�.....�...........�....�....:.....�.....�.....{.............:.....p.... ....... . �..........�.....�.....�....•.....�.....i <br /> ( ! i t ' � � � i 1 E.......-.!-,.-� � � � �.---.-.--I ;. ! f ; i � I...1.....�....�....� I � j �_.._.i Manufacturer oltverTec nologies 5hearwall <br /> ,.....,..._......--�..... . .. ............. <br /> , <br /> ........ ..... �--..,...._.._... <br /> � ........ . <br /> � � 1 ; � � � 3" i 1 � � ; �...................... 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