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HomeMy WebLinkAboutLETTER - BEAM INSTALLATIONPalm Nalbor Nana March 5, 2018 To: Building Department RE: Palm Harbor Home, Serial Savanna Club, Site 7026 Dear Plans Examiner, The site -beam, which was instal Manufactured Home Constructi additions that are built and desil carports, sheds, and screen roon registered, engineer, to the Nor installed site beam is of adequal are per page 1 of Section 11, M: (attached). The attached details, Manufactured Home Constructi plant -installed site beam, as we] FBC and ASCE 7. I can be of further assistance at Sincerely yours, Bruce Bussell Engineering Manager Palm Harbor Homes 1116 r� AS 6Gj 103NNvus Bruce Bussell Engineering Manager Palm Harbor Homes, Inc. 605 South Frontage Road Plant City, Florida 33563-9934 Phone: 813-752-1368 Ext.756 Fax 1: 813-754-8675 Fax 2:813-719-3689 E-Mail: bbussell@palmharbor.com #21054, Model 340TL30622A -d by Palm Harbor Homes, and is approved by HUD, n & Safety Standards, is constructed to receive on -site ied by others to accommodate such amenities as 1. The on -site structure must be designed by a Florida, (a Building Code and all local codes. This plant - design for this purpose as long as tie downs and piering c. & Final Inspection section of the installation manual :W-216.2 and PA69-EW-31, are approved by the n & Safety Standards. And, the design loads for the as the supporting structure and anchorage are from the above contact information. Option 1: using 2x41et-in into dadoed 2x6 wall stud Metal Flat Typ. Tnass W #3 S-P-F Latan Fasten Into each wmff stud with a as. 0.131mW naft. Roof Panel ors -ea 711W 1r&f5ga abples. Alt.- 4-N8X3' scxsws Secure Root Panel Header Inca 2t4 as approved by the manufactunafs approved eheathin8 lnsmltddon Insbuctlone. I.e.: Thermoply. Thernumd ath Roof Panel bead OSS or Ptywood. Lap Race Lap Siding bona Caulk gt�sr4• C. Doedsn, l? FE- John K2 F_nglnesring. Inc. Option 2: using 2x4 installed on top of sheathing and exterior wall studs . —1 Aluminum flat: sboe�lc Typ. T sn securod Into SDU and shaethtng w1 metal acro". Root Panel-N Secure Roof Panel Header Into 2*4 as approved by the manufactureft hvdaitatlon inabuctlons. Roof Panel Header_ - Lap Reoslwat Lap Siding es. via_esu-M _% Im eat 013 S P-F Fasten bft each wail stud with 4 as. tllam scrawl. la OSB or P APPROVE PALM HARBOR HOMES, INC. Madison, WI -1 15303 DALLAS PARKWAY SUITE 800 ADDISON. TX 75001 OCT 0 3 2000 m xeen room and Carport NH r' lment 09/18/00 Factoiyy prep HUD Manufactured Home rye Na Construction & WIND ZONE 2 dr 3 EW - 215.2 coo—rn z SECTION 11- 11.1. AWNING, CARP Additional structures such as Harbor, Home have not typica design for roof or wind loads. and shall not interfere mith w, However, some Palm Harbor receiver designed to take the ] information on specif creensti PERIMETER PIERS AND FOOTERS 'AWNING UNIT LOAD @ SPACING WIDTH WIDTH V-0" O.C. 16 x 16 1 Z 140" 1160" 4440 # 6.7 180" 4788 # 6-9" 16 140" / 160" 4866 # 5'-7" 180" 5236 # 5'-2" 2V 140" / 160" 5334 # S-1" 180" 5684 # 4'-9" AND FINAL INSPECTIONS Index )RTS, PORCHES, UTILITY ROOMS,. ETC. wnings, carports, patio covers or:attachments to a Palm .y been taken into consideration nor calculated into the Any additions made to the home must be self-supporting itherproofmg (i.e. shingles, flashing, gutters, siding). omes have an option to be ordered with a factory installed ,ads of an add -on. In this case, refer to the detail for AWNING (BY'OTHERS)— SITE INSTALLED BY OTHERS SITE INSrLLED AWNING WIDTH \ I 16'-0" MAX. - WZ-1 Perimeter piers and footer 1. Spacing for 16 x 16 is 2000 psf soil bearing c 2. Refer to palm harbor h installation manual for required for the loads 1 8'-0" o. c. Notes: 1 16'-0" MAX. -WZ-3 BY OTHERS I 1. Vertical tie connections ha uplift and overturning load connection to the main unit 2. The factory installed receh from the connection of the 3. The awning roof and roof c carry all loads to the geoun (by others) must be design( The design must be accord. 4. Factory installed members winds for wind zone 1; 12( gust) winds for wind zone 5. For approved lateral load r1i refer to other pages in the I 6. No stabilizer plates are req 7. . This design is for 140" min units and for 20 psf roof lip 8. Maximum pier height inclu Pier heights for wind zones FACTORY INSTALLED RECEIVER 186" MAX. UNIT WIDTI LI 6"MAXIMUM INSET �� WZ 2&3 REQUIRE ANCHOR AND on VERTICAL TIE 30" , @ 5'-4' ox, MAX. WITH STABILIZER.@ 6-0- O.C. MAX. M DOUBLE SECTION HOME 186" MAX. UNIT WIDTH WZ 2&3 REQUIRE TIE=DOWN ENGINEERING VECTOR SYSTEM (OR EQUAL) OR ANY QUALIFYING SYSTEM SPECIFICALLY APPROVED FOR PALM ie been factory installed to handle the from the main unit along with the additional load from the awning . (brackets @ 5'-4" o. c. max.) er is designed. to handle the additional uplift and downward loads E.wning to the main unit. upport away from the main unit must be designed (by others) to 1. The design of the awning connection along with weatherization d to carry the appropriate load into the factory -installed receiver. ng to the loads and requirements of the IRC 2003 for exposure V. were designed for awning loads based on 90 mph (3 second gust) mph (3 sec. gust) winds for wind zone 2, and 140 mph (3 sec. 1. This is in accordance with IRC 2003, exposure 'c. ;Sisting systems' installation requirements and number required, aim Harbor Homes installation manual. tired at anchors loaded in direct (in -line) pull. imum floor width and 186" maximum floor width on the main e load in all wind zones. ding I-beam for wind zone 1 is 52" and minimum height is 31". 2 and 3 are based on vector system design. Section 11, Misc. & Final Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved.