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SECTION 11 —MISCELLt�N�+OUS AND FINAL INSPEC'I'IONS Indez 11.1. �W1V�NG, CARPORTS, PORC�IE5, UTILITY ROOMS, ETC. Additional stntctures such as awnings, carports, patio covers or attachments to a Palm Harbor Home have not typically been taken into consideration nor calculated into the design for roof or wind loads. Any additions made to the home must be self-supporting and shall not interfere with weatherproofing(i.e. shingles,flashimg,gutters, siding). However, some Pa1m Hazbor homes have an option to be ordered with a factory installed receiver designed to take the loads of an add-on. In this case,refer to the detail for infonnation on specific 'S�-I�6�1A1i—��rur@i3'iCii+ • FACTORY INSTALLED DOUBLE SECTION HOME PERIMETER PIEF2S AND FOOTERS �` RECEIVER '� _,�/ AWNING(BY OTHERS)—�� ..` f� i �-�_ AVIMING UNIT LOAD�SPACIfVG SITE INSTALLED 1MDTH WIDTH 8'-0"o.c. FOR gY OTHERS� � 16 x 16 SITE INSTALLED '� qy�/NING WIDTH �� 16'-0'MAX.-WL-1 166"MAX. 1 B6"MAX. �Z 140"I 160" 4440# 5-3" i UNR WIDTH UNIT WIDTH 180" 4788# S-9" � ' � . 1 ) { i 16'-0'AAAX.-1M1rL� 16' 140"/160' 4886# S-T' j BY OTHERS � ~ 180" 5236# S-2 ��\ - - �� - p�-� - - � ,:n - �.y;. _ .:•a - ni r:f � � -i— 140'I 160' S334# S-1" I / 20' 180" 5684# 4'-9" �, � �� `` . 8'MNCIMUM �� WZ2&3REQUIRETIE-DOWN INSET � EN6INEERING VECTOR SYSTEM(OR Perimeter piers and footer notes: WZ 283 REQUIRE EQUAL)OR ANY QUALIFYING SYSTEM 30" ! A�CHOR AtdD ;%SPECIFICALLY APPROVED FOR PALM 1. Spacing for 16 x 16 is based on �<;,:: VERTICAL TIE HARBOF2 HOMES 2000 psf soil bearing capacity. �5��°�.c.�". 2. Refer to palm harbor homes �1 DIANGONAL TIE AND ANCHOR WITH STABILIZER�6'-0'O.C.AAAX. - installation manual for footers °'. .`°; re uired for the loads ven '��-.`�`: �—�� `�::`'. �� q gi @ I I I—� �• I I I 8'-0" o.c. c=1I I��—T�I I I I I�� �=1T��y- Notes: u �Tf� 1. Vertical tie connections have been factory installed to handle the uplift and overturning load from the main unit along with the additionalload from the awning connection to the main unit. (brackets @ 5'-4" o.c. max.) 2. The factory installed receiver is designed to handle the additional uplift and downward loads from the connection of the awning to the main unit. 3. The awning soof and roof support away from the main unit must be designed(by others)to carry all loads to the ground. The design of the awning connection along with weatherization (by otheis)must be designed to carry the appropriate load into the factory-installed receiver. The design must be according to the loads and requirements ofthe IRC 2003 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 140 mph(3 sec. gust)winds far wind zone 3. This is in accordance with IRC 20U3, exposure 'c'. 5. For approved lateral load resisting systems'install�tion requirements and number required, refer to other pages in the Pa1m Harbor Homes installation manual. 6. No stabilizer plates aze required at anchors loaded in direct(in-line)pull. 7. This design is for 140" minimum floor width and 186" maximum floor width on the main units and for 20 psf roof live load in all wind zones. ', 8. Maximum pier height including I-beam for wind zone 1 is 52"and minimum height is 31". � Pier heights for wind zones 2 and 3 are based on eector system design. Section 11,Misc &Final Inspection Page 1 COPYRIGHT�2006 BYPALM HARBOR HOMES,INC. � All Rights Reserved. I