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11 I '11! 1 _ I Art _I_L. -- <br />8 <br />.., ILI. 1 1 IIMPIrl 9m1 1 ", u. 1"'I. I 11 I. 1 _ I <br />GENERAL NOTES <br />A. <br />ALL CONCENTRATED LOADS APPLIED TO THE TRU55 SHALL <br />BE INSTALLED WITHIN 6' OF THE TRUSS PANEL POINT AT <br />THE CHORD TO WHICH THAT LOAD 15 BEING APPLIED <br />WHENEVER POSSIBLE. WHERE LOAD DISTANCE FROM PANEL <br />POINT EXCEEDS 6', A WEB STIFFENER WILL BE REQUIRED <br />CONNECTING THE POINT OF 714E LOAD TO THE NEAREST <br />PAENL POINT AT THE OPPOSITE CHORD. <br />B. <br />JOIST STIFFENER REQUIRED IF CONCENTRATED LOAD 15 <br />GREATER THAN 151# OR IS LOCATED MORE THAN 6" FROM <br />TRUSS TOP OR BOTTOM CHORD OF PANEL. SEE DETAIL 2. <br />II ,o <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />6" 6' <br />6 b <br />II <br />� II <br />O KEYNOTES O <br />II MA II <br />RTU-I <br />I I <br />1. <br />ROOF OPENING SIZE PER MANUFACTURER'S CERTIFIED <br />4 <br />DRAWING. <br />3[12 <br />7 <br />II <br />II <br />2. <br />6' x 4' x 3/8' STEEL ANGEL(L.L.H.) x O'-W LONG <br />(TYPICAL). <br />I <br />( <br />ROOF TOP UNIT FRAME SCHEDULE <br />UNIT HEIGHT ANGLE SIZE <br />4 <br />I I <br />3. <br />BAR JOIST. <br />0-1,000 LB5 [ 3x3x1/4' <br />30 <br />4. <br />3' x 3' x I/4' STEEL ANGLE. <br />1,001-2,500 LBS L 4x4xI/4' <br />I I <br />I I <br />2,5001-6,000 LEIS L 6x6x3/8' <br />5. <br />JOIST STIFFENER AS REQUIRED. <br />24 <br />I I N <br />I I <br />6. <br />3/16' FILLET WELD, ALL AROUND. <br />OVER <br />6' 8 <br />7. <br />TO NEAREST TOP CHORD PANEL POINT. <br />13 <br />9 <br />I I <br />I I <br />8. <br />BOTTOM CHORD PANEL POINT. <br />19 <br />I <br />9. <br />CONCENTRATED LOAD GREATER THAN 15I#. <br />— — — <br />— 23 <br />9 <br />I I <br />EF <br />I ( <br />I <br />EF <br />I I <br />10. <br />CONCENTRATED LOAD LESS THAN 151# AND WITHIN 6' OF <br />PANEL POINT -NO STIFFENER REQUIRED. <br />20 21 <br />3 <br />IS <br />b' II <br />I I <br />I I <br />II. <br />TOP CHORD PANEL POINT. <br />12. <br />ANGEL PLACED DIRECTLY UNDER HVAC UNIT CURB- <br />5 <br />13. <br />LINE OF HVAC UNIT. <br />22 <br />3 <br />I I <br />I I <br />W. <br />IF DECK OPENING REQUIRED ONLY AT HVAC DUCT WORK. <br />I I <br />I I <br />USE 3' x 3' x 1/4' STEEL ANGLE TO SUPPORT DECK AT <br />OPENING. REFER TO CURB ATTACHMENT DETAIL TH15 SHEET <br />4 <br />I I <br />I I <br />15. <br />ANGLE SIZES PER SCHEDULE. <br />8 <br />I I <br />I I <br />25 <br />16. <br />6' x 4' X 3V STEEL ANGLE X a-8' LONG LLV <br />1 <br />17. <br />EXTEND ANGLE, AS REQUIRED, FOR UNITS OVER 0-0' LONG. <br />00-I <br />15. <br />FIELD WELD DECK TO PERIMETER ANGLE ALL 4 SIDES. <br />19. <br />#12 TEK SCREWS INTO CURB, 4' FROM EACH CORNER AND @ <br />4 <br />CURB <br />ATTACHMENT DETAIL <br />2 BAR J0I5T STIFFENER <br />RT"-2 <br />24' O.C. MAX. MINIMUM 3 SCREWS PER SIDE, TYPICAL ALL 4 <br />DETAIL <br />i <br />SIDES. <br />SCALE: 3/4' = I'-O' <br />SCALE: 3/4' = 11-0' <br />(I <br />20. <br />#12 TEK SCREWS 0 6' O.C. AT CURB TO DECK. <br />21. <br />ROOFING SYSTEM. <br />1 <br />22. <br />HVAC SUPPORT FRAME MEMBER. REFER TO WAC SUPPORT <br />FRAME DETAIL THIS SHEET. <br />i <br />17 I <br />i 5 <br />q 3 <br />I I <br />I I <br />I I 30 <br />I I <br />23, <br />ROOF TOP CURB. <br />12 13 <br />, <br />24. <br />1/8' FILLET WELD, ALL AROUND. <br />1 <br />1 <br />1 <br />2 <br />,IVERIFT <br />I I <br />25. <br />NEW RTU WITH NEW CURB. SEE MECHANICAL DRAWINGS. <br />1 ------- <br />----------------- <br />EF <br />PROVIDE NEW ROOF OPENING AND SUPPORT STRUCTURE FOR <br />1 <br />1 18 <br />b'OC26. <br />15/8" <br />I I <br />NEW OPERATING WEIGHT. <br />NEW CONDENSATE PIPING. DISCHARGE TO NEAREST GUTTER. <br />:e L <br />REFERENCE MECHANICAL DRAWINGS. <br />1 <br />r <br />1 <br />r <br />1 <br />1 <br />1 <br />1 <br />1 <br />PLAN VIEW <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Ib <br />18 <br />PERIMETER 4 <br />1 <br />1 <br />OPENING 5/8 <br />1 <br />3 <br />1Li1 <br />15 <br />FIELD VERIFY <br />b <br />1 <br />- <br />1 <br />SECTION VIEW <br />ROOF PLAN <br />3 <br />HVAC <br />SUPPORT FRAME <br />I ROOF OPENING FRAMING <br />SCALE= 3/4' = I'-0' <br />SCALE: 3/8' - P-0' <br />C&K ARCHITECTS I INTERIORS <br />..tft.tA h9r0r OftM-dk dG It— <br />AAC001029 <br />4221 WEST BOY SCOUT BLVD.. SLATE 150 <br />TAMPA. FL 33607-5743 <br />813.884.2000 <br />280 WEST CENTRAL AVE. <br />WINTER HAVEN. FL 33880-295/ <br />863.577.2054 <br />�Y �i <br />IdQC1 <br />X o" <br />J O.44 I O� .m <br />d•;6 C., <br />Y6f1�13 <br />s - -- <br />ID <br />n <br />ZN <br />� O <br />L.L.. <br />0 <br />^� m <br />J I <br />90 <br />N0 <br />LLI ` <br />H <br />m <br />c) m <br />Q <br />m <br />P <br />ISSUED FOR: <br />PERMIT <br />PROJECT NUMBER <br />21020 <br />DATE <br />5.5.21 <br />DRAWING NUMBER <br />A303 <br />