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0 <br />TYPICAL RTU CURB TO SUPPORT ANGLE FRAME DETAIL <br />TYPICAL RTU CURB TO SUPPORT ANGLE FRAME DETAIL <br />TYPICAL RTU UNIT <br />FASTEN NEW RTU UNIT <br />MAX WEIGHT = 700LBS <br />TO NEW CURB w1 IX14 x <br />6` HWH SELF -GRILLING <br />SCREW WITH A 03 DRILL <br />MAX HEIGHT = V-0" <br />POINT AND ZINC COATED <br />SPACED AT 17 O.C. MAX <br />(ALL 4 SIDES) (BUiLDEX <br />OR EQUAL <br />P.T- 2x4 (SYP#2) It CONT. <br />ATTACH CURB TO STEEL <br />WOOD SUPPORT <br />ATTACH CURB TO STEEL <br />ANGLES WITH 14" x 2.5 <br />RL OCIONG TYPICAL <br />ANGLES WITH 114" x 2.5' <br />HILTI SELF DRILLING <br />HILTI SELF DRILLING <br />SCREWS ® 1r OIC <br />NEW PRE-ENG I PRE-FAB <br />SCREWS a 12" O/C <br />AROUND PERIMETER. <br />20 GA (MIN.) ROOF CURB. <br />AROUND PERIMETER- <br />FAS1 LNt;KS MUST SIAN 1 <br />CONTRACTOR TO FIELD <br />FASTENERS MUST START <br />WITH 2" OF THE ENDS OF <br />VERIFY THICKENSS AND <br />WITH 2" OF THE. ENDS OF <br />ALL SIDE OF THE CURB. <br />NOTIFY E.O.R. IF FIELD <br />ALL SIDE OF THE CURB_ <br />+ —CONDITIONS DIFFER. <br />PROVIDE JOIST REINF. AT <br />CONCENTRATED LOAD <br />'TYPICAL <br />G.C. MUST PROVIDE 2x <br />BLOCKING UNDER DECK <br />LOCATIONS PER <br />JOIST REINFORCING AT <br />AT LOCATION OF CURB, <br />CONCENTRATED LOAD DETAIL" <br />WHERE APPLICABLE <br />CURB ATTACHMENT PARALLEL TO DECK SPAN. <br />NOTES <br />T CONTRACTOR IS TO PROVIDE FRAME UNDER ALL RTUs. <br />2 G.C. MUST CONTACT STRUCTURAL ENGINEER OF RECORD IF UNIT EXCEEDS MAXIMUM <br />HEIGHT ANWOR WEIGHT. <br />TYPICAL RTU UNIT <br />FASTEN NEW RTU UNIT <br />MAX WEIGHT = 700LBS <br />TO NEW CURB W1 114.14 x <br />6" HWH SELF -DRILLING <br />SCREW WITH A #3 DRILL <br />MAX HEIGHT = V-0" <br />POINT AND ZINC COATED <br />SPACED AT 12" O.C. MAX <br />(ALL 4 SIDES) (BUILDEX <br />OR EQUAL) <br />P.T. 2x4 (SYPIII2) x CONT. <br />WOOD SUPPORT <br />PR OCKING. TYPICAL... <br />NEW PRE-ENG I PRE-FAB <br />2D GA (MIN.) ROOF CURB. <br />CONTRACTOR TO FIELD <br />VERIFY THICKENISS AND <br />NOTIFY E.O.R. IF FIELD <br />+—CONDITIONS <br />DIFFER. <br />STEEL ANGLE FRAME, <br />SEE TYPICAL DETAIL. <br />REQUIRED AT ALL RTU <br />LOCATIONS. <br />DECK MUST BE WELDED <br />TO ANGLE FRAME 36-7 <br />(EACH FLUTE TO ANGLE) <br />CURB ATTACHMENT PERPINDICULAR TO DECK SPAN. <br />NOTES: <br />1. CONTRACTOR IS TO PROVIDE FRAME UNDER ALL RTUs. <br />2 G.C. MUST CONTACT STRUCTURAL ENGINEER OF RECORD IF UNIT EXCEEDS MAXIMUM <br />HEIGHT ANWOR WEIGHT. <br />TYPICAL ROOF OPENING DETAIL <br />NOTES- <br />T ANGLES ALL SIDES UNLESS BEAMS SHOWN ON PLAN: <br />L 2" x 2" x 318' FOR "W" `_ 2'-0' <br />L 3" x 3" x 31W FOR "W" `_ 4'-0" <br />L 4" x 4" x 318' FOR "W" ` 6'-0" <br />2. FOR 'Vr > B'-0", CONTACT STRUCTURAL ENGINEER OF RECORD FOR FRAMING <br />REQUIREMENTS. <br />t—NOTE #1 <br />OR JOIST <br />T <br />/ PROVIDE FRAMES FOR <br />OPENING OPENINGS 8" OR MORE <br />(LARGER DIMENSION OR <br />DIAMETER), INCLUDING <br />ROOF DRAINS AND SUMPS. <br />'W <br />FRAME PLAN <br />NOT TO SCALE <br />SEAT SAME SIZE AS <br />SUPPORT FRAME—� 11a^ <br />SHOP <br />SEAT DETAIL <br />NOT TO SCALE <br />TYPICAL RTU ROOF OPENING DETAIL <br />NOTES: <br />1. PROVIDE AT PERIMETER OF ALL ROOFTOP MECHANICAL UNITS AND OPENINGS AS <br />REQUIRED. <br />2, SEE MECHANICAL DRAWINGS FOR OPENING SIZE AND LOCATION, <br />3. PROVIDE L 3x3x5116" AT ROOF SUMPS. <br />METAL ROOF DECK <br />SEE PLAN <br />SEE MECHANICAL DRAWINGS <br />FOR OPENING DIMENSIONS <br />—L 6x4x8116" (LLV), TYPICAL 4 SIDES <br />L 6x4x318" CUP (4 REQUIRED) <br />STEEL JOIST <br />5LL FLAN FOR <br />BALANCE OF INFO <br />TYPICAL ROOF OPENING DETAIL <br />NOT TO SCALE <br />TYP <br />FRAMES TO <br />JOIST, TYP. <br />CEILING LEGEND <br />EXPOSED CEILING <br />GYPSUM DRYWALL CEILING/SOFFIT <br />NEW 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH <br />LAY -IN ACOUSTICAL CEILING TILES <br />NEW 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH <br />51GRUB15ABLE LAY -IN ACOUSTICAL CEILING TILES <br />CEILING MOUNTED FAN <br />2x4 LIGHT FIXTURE. <br />2'x2' LIGHT FIXTURE <br />HANGING/PENDANT/CHANDELIER LIGHT FIXTURE <br />O RECE55ED CAN DOWN LIGHT FIXTURE - SEE <br />ELECTRICAL FOR MORE INFORMATION <br />® MECHANICAL SUPPLY REGISTER - SEE MECHANICAL <br />ROOF CURB/OPENING DETAILS FOR MORE INFORMATION <br />Di <br />SGALEs N.T.S. <br />MECHANICAL RETURN REGISTER - SEE MECHANICAL <br />FOR MORE INFORMATION <br />it EQUAL Id. 5'-5' 5`-5' EQUAL 2'-11' 5'-5' 5'-5' 5'-5' G'-G3/4' ® MECHANICAL TRANSFER GRILLE - SEE MECHANICAL <br />FOR MORE INFORMATION <br />D REFLECTED CEILING PLAN <br />SCALE 3/1G' - 1'-0' <br />® EXHAUST FAN - SEE MECHANICAL FOR MORE <br />INFORMATION <br />METAL STUD FASTENING NOTES <br />1. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SMALL BE 25 <br />GAUGE TYPICAL CU.N.O.) <br />2. 1MTL. STUDS SHALL BE CONNECTED TO STRUCTURAL STL. w/ C3) <br />0.145' RAMSET POWDER DRIVEN FASTENERS <br />3. MTL. 5TUD5/CLIP ANGLE SMALL BE CONNECTED TO MTL. STUDS w/ MIN <br />C431 #12-14 TEK SCREWS. <br />4. CONTINUOUS TRACK SMALL BE CONNECTED TO STRUCTURAL 5TL. w/ C23 <br />0.145' RAM5ET POWDER DRIVEN FA5TENER5 AT 1G' O.G. <br />5. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO <br />GONG./CMU w/ C2) 1/4' x 1 1/4' TAPGON FASTENERS AT 24' O.G. <br />G. CONNECT MTL. 5TUD5/CLIP ANGLES TO WOOD TRUSSES w/ C4) 1/4' <br />WOOD SCREWS. <br />7. CONNECT SHEATHING TO MTL. STUDS w/ #12-14 TEK SCREWS AT G' O.0 <br />B. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ C2) #10 <br />TEK SCREWS AT 24' O.G. <br />9. AS REQUIRED. THE CONTRACTOR SHALL PROVIDE GLIP ANGLES FOR ALL <br />METAL 5TUD5 50 PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES <br />SHALL MATCH OR EXCEED THE STUD GAGE. <br />11111111 <br />�umu <br />T <br />a0 <br />W <br />p <br />I.- <br />N <br />MEMOo <br />s <br />L .m <br /><a <br />(� <br />,j) X203 <br />So <br />a g. <br />L <br />ell <br />t <br />E <br />'`ti <br />a— <br />h <br />c <br />+, <br />1i ZI <br />z <br />T--1 <br />It <br />if i <br />IL <br />Q <br />4- <br />_o <br />Q <br />Q <br />Z <br />O <br />LL-I <br />Q <br />°- <br />vu <br />oHmo <br />0 <br />IU <br />~ <br />(1 <br />>-- <br />W <br />d <br />N <br />1� <br />w <br />A F+ <br />a+ <br />Seal �l cjf, F t 0 <br />CO <br />.V <br />�S <br />Andl Is <br />Stale of Florida Lieense '96OW <br />Date: 4. 25. 22 <br />Checked by: A%P <br />Drawn: MAII <br />Job: 21-042 <br />Sheet <br />A601 <br />