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�.� . � ( ¢ • � . S�CTIOIY 1 i —T/IIS+CFI.RIIANEOITS A�TD FIlYAL INSPECTI+DNS Indeg li:l: AWrT11YG, CAI�PCfRTS,PORCHES, UTILTTY I�ClQ1V�S, ETC: � Additional struciures such as awnings� carp.orts,patio covers or attachrnents to a Palrn Harbor Home liave not typically tieeri#alceii into consid�eratioti nar calculat�d 3nto the d�sign for roof or wirid Ioads. Any additions made to tlie home znust be seIf supporting �and shall not interfere with weatherproofing(i.e. sliingles,flashing, gutters; siding). However; some Palm Harbor homes haye an option to be ordered with a factory installed reeeiver designed"to take the loads of an adcl-on. In this oase,refer to the detail fvr infcirmation on specifie ` FAC�ORY INSTALLED DOUBLE SECTION HOME PERIMEt�R PIERS ANU F'O.O7ERS \ RECEIV�R � � , . AWNlNG{BY OTHER&)-� `�.. ,,...-�" ��-...,, AWNING UNIT lOA4�,i s FOR�; BY QTHERS SI'fE iN8't'AllED ��_` _-` I , WIDTH 1lVIDTH 8,'=0",a.c. __�;�---+"'"��"� , 76x.16 i SITEINSTALLED 'rAV�ININGWIpTH �s•-o�n�az.-wz, ias•.nma�c. �es°naax. 12� 148"1i84" 4d-0{J# 8`-3" � t.lNITYf?IDT�i UNITWtRTN 180" 4788# S-9" ( 16,-0"MAX:-WL3 "M U.) 0" NI _ M I .�6 140."1 f 60" 4886# S-7" $Y 4TFI�S � � 18Q" 5236'tF S-^z" I J {'. _ - :�a �- �i - �:� - �Yn-� -^� - Za, �ao��.�6cr� .s��a s=�^ - •_ �/ -__ fi 80" 5684# d'-9" �-'" '?�� _ ��„' ``. fi"M/1XIMUM �'w, WZ 2&3 REQUIRE TIE=DOWN INSET �� ENGINEEFtING'VECTbR SYSTFM(OR P$I'3211�t8T�31�2'4�12[��OO�f.7 T10�6S: WZ 2&3 FtEfIllIRE EQUA�}OR AtJY QUALlFY1NCa SYSTEM ANGHOR AND f"SPECIFICALLY APPROVED FOR;PACM 1. Sgacing for 16 x ].6 is liased.oz� �, i�:'` VERTICAI.TIE HARBOR HOMES 30'1 {�5'�4°'o,c.MAX. ( —1 Z004�psf soii bearing capacity. - 2. Refer to palm harbar hosnes�_ — Wz a o� C30NA IE AND ANCHO WITH STABILIZER @ 6'-0"G).C.MAX. I installation rnanual for foot�rs :�'. .��. re uired forthe loads ven T��i ::._.;; i�-li1 ��:':,`. i�- ; q � � i-i -' .Tr=;�,�i i�i 8'-Q" o.c. �L i i-i�Tr�.,�i��i��;, <�=�1T�rJ� E—��1,,1 L NOt�S: l. �ertical tie connectians have been factory installed to handle the, i uplift arid overturning lo�.d from the main unit along with the additional load from the awnizi�g , connection to the main unit. (lirackets @ 5'-4" o.c. rna,X.) ' 2. 'The factory instailed receiver is designed to handle the additional uplift and downward loads from the connection of the awning to�he main,unit. 3. The awning r.00f and roof support away from#he main unit rriust be designed(by others)to carry all lo.ads to the gr�aund. Tlie tlesign of the awning conneetion along with weatherization (by others}must be deszgned to carry the appropriate IQaci irito tlie factoiy-installecl receivet. The design rnust be according to the loads and requirernents o�the IT�t.0 20Q3 for exposure'c'. 4. Factory installed members were designed for awning loads based on 90 mph(3 second gust) winds for wind zone 1., 120 mph(3 sec. gust)winds for wind zone 2, and 144 mph(3 sec. gust)winds for.wind zane 3. This is in aceotdance with IRC 20Q3, exposure 'c', 5. For approve.d.lateral load resisting systems'irista.11ation requirements and nuinber required, refer to otlier pages in the Palm Harbor Homes installation manual. 6. N.o stabilizer plates are required a#anchors loatied in direet(in-.Iine}gulI. 7. This design is for 140" rninimum floor width and 186" maximum floor width on the rriain units and for 20 psf roof live load in all wirid zones. 8. Maximum pier height including T-beam for wind zone 1 is 52"and minimum height is 31": Pier heights for wind zones 2 and 3 are based an vector system design, , SeGtion 11,Mise. &Final Inspaction Page 1 COPYRIC�HT�2006 BY PALM HARBOR HOMES,INC. All Rights Reserved.