Laserfiche WebLink
<br />'M',en bending panel dawn to fit <br />slope of roof more than 3", <br />cut panel riser and caull< D <br />and cover with riser clip <br />with 1 I 8 screw <br />each side of of notch. <br /> <br /> <br />2. x 2" roll form 't <br />angle with 2 110 x <br />2. screws into each <br />roof truss. Pans <br />attached with 3 I 8 <br />)( 1/2" screws. <br /> <br />~~ <br /> <br /> <br />I~ <br /> <br />-I- <br /> <br />Max. Spon Table 1 <br /> <br />~I <br /> <br />Max. Span Table 1 <br /> <br />SINGL~/DOUBLE WIDE MOBILE HOME ROOF OVER <br /> <br />@ <br />@ <br />~ <br /> <br />2" x 3" (or ,. x "") x .0<<" roll form oIumnum angle with 1" 110 s.m.s. 8" O.e. i'lto CO<lch framing. <br />2" x .." X (V<riOU9 length) EPS foan baord insulation. <br />Roof edges coo hove gutter. C slat trim or no trim. <br />3 , 8 x l/t sneet metal s<:rews with 5f?: washer e<Jch ~d of each 1 1/"" roof panel. <br /> <br />TABLE 1: MAXIMUM SPAN FOR VARIOUS ROOF OVER PANS <br />WIND VELOCITY laD MPH l1U MPH <br />PAN SPEC <br />INDUSTRY STANDARD 3105 <br />1 1/4"X 12"X 0.019" <br />1 1/4"X 12"X 0.024" <br />1 1/2"X 12"X 0.019" <br />1 1/2"X 12"X 0.026" <br />3"X 12"X 0.026" <br />ALLOY 3105 - H - 3a <br /> <br />120 Mt>H <br /> <br />H14 & H2S <br />a'9" <br />10'6" <br />7'a" <br />7' a" <br />13'a" <br />MIN. YIELD = 28000 <br /> <br />7'5" <br />8 ' 11" <br />7' a" <br />7'S" <br />1 1 '5" <br /> <br />S'O" <br />9'7" <br />7'9" <br />7'a" <br />12'5" <br />PS I 1'- <br /> <br />O.H. <br /> <br />DATE <br /> <br />OESffilPTIOO <br /> <br />WHITE ALUMINUM <br />d.b .a. <br />Aluminum PAJilding Systems <br />1107 Na1h Thomas Rd.. Leesburq Aorld~ J27~ <br />_~hooe: (904) 7'07-n66 Fox. ~904) 787-9329 <br /> <br />ROOF OVERS <br /> <br />LA WRENCE E. EENNETT <br />OVl ENGNEER .J: DEmOPYEHT CONSULTANT <br />P.O. BOX ~8 S. DAYTONA, fl. 32121-~8 <br />PHONE; (904) 253-9960 <br /> <br />:ZE',.,S1CNS <br /> <br />......... --_....'-----._.------..-..'~-""".--.----. ~,.-..- -- '," ~... .... <br /> <br />GENERAL NOTES <br /> <br />1. THIS STRUCTURE HAS BEEN DESIGNED IN <br />ACCORDANCE WITH THE STANDARD BLDG. <br />CODE, 1988 EDITION. <br /> <br />"THESE PLANS HAVE BEEN DESIGNED TO <br />COMPLY WITH THE MINIMUM DESIGN <br />LOADS OF CHAPTER 17, AND SPECIFICALLY <br />WITH THE MOST CRITICAL WIND <br />REQUIREMENT OF SECTION 1205". <br /> <br />DESIGN LOADS <br />WIND LOADS <br />23 P.S.F. <br />27 P.S.F. <br />33 P.S.F. <br /> <br />WIND VELOCITY <br />100 M.P.H. <br />110 M.P.H. <br />120 M.P.H. <br /> <br />2. ALL ALUMINUM EXTRUSIONS SHALL BE <br />6063-TS ALLOY UNLESS OTHERWISE NOTED. <br /> <br />3. ALUMINUM ROOF-OYER PANEL ALLOYS SHALL <br />BE AS NOTED IN SCHEDULE I. ALL OTHER <br />ROLL FORMED SECTIONS SHALL BE 3004-H36 <br />OR 3105 H-3a. <br /> <br />4. THE MINIMUM THICKNESS OF ALL EXTRUSIONS <br />AND ROLL FORMED SECTIONS SHALL BE AS <br />SHOWN ON THIS DRAWING WITH THE STANDARD <br />TOLERANCES IN ACCORDANCE WITH THE <br />"ALUMINUM STANDARDS AND._DATA, 198a <br />EDITION", ALUMINUM ASSOCIATION INC.. <br />WASHINGTON, D.C. <br /> <br />S. I T SHALL BE THE RESPONS I a I L I TY OF THE <br />PERMIT HOLDER TO VERIFY THE ADEQUECY OF <br />THE EXISTING STRUCTURE TO SUSTAIN THE <br />NEW SUPERIMPOSED WIND LOADS AND TO <br />VERIFY ALL DIMESIONS AT SITE, <br /> <br />6. ALL EXPANDED POLYSTYRENE (E.p.a.) INSULATION <br />SHALL BE MINIMUM '.0 P,C.F DENSITY. <br /> <br />1. R VALUES OF MOBILE HOME SYSTEMS WITH AND <br />WITHOUT 2" EPS ROOF-OYER SYSTEM HAVE BEEN <br />DETERMINED BASED ON TEST RESULTS MADE BY A <br />NATIONAL ACCREDITED TESTING LABORATORY , <br />(NBLAP ACCREDITED TEST), IN ACCORDANCE WITH' <br />THE ASTM 236 DESIGNATION HOT BOX TESTS. <br />REPORTS ARE ON FILE IN THIS OFFICE. R VALUES <br />FOR 3/4" & '" EPS ROOF-OVER SYSTEMS WERE <br />CALCULATED USING THE CURRENT EDITION OF <br />ASHRAE HANDBOOK AND DATA FROM ABOVE <br />DESCRIBED TESTS. <br /> <br /> <br />VA - 000197 <br /> <br />SEAL <br /> <br />~ 2 <br />