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PARAPET TOP OF STEEL = 164" <br />G.9 !&e <br />No. 32427 <br />KUUI- I UV UI- %'j I ttL <br />' - <br />I <br />, <br />% <br />V <br />= — — <br />EL. 14'-0" <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />ROOF TOP OF STEEL <br />EL. 10'-8" <br />r4 <br />r6 <br />- �2 <br />7 <br />ROOF TOP OF STEEL <br />ROOFTOP OF STEEL <br />% <br />- — — — <br />— — --- <br />— — --- <br />— — <br />— <br />EL. 16-0" <br />EL. 16-0" <br />C.0 <br />C.0 <br />Q_ <br />a. <br />If <br />e.E:z <br />cri <br />d <br />% %\ <br />Cl) <br />\% <br />C14 <br />N/ <br />ol <br />o� <br />/--e <br />w <br />a_ <br />'0 <br />'0 <br />> <br />< <br />\% <br />ITI, <br />\% <br />4 <br />< <br />1. <br />ol, <br />ROOF TOP OF STEEL <br />ZZ <br />I ROOF TOP OF STEEL <br />EL. 151-6 <br />5;1 <br />RIDGE <br />6 <br />EL. 16-6 <br />(0 <br />to <br />C:) <br />C*4 <br />Cfi <br />C:) <br />C:) <br />04 <br />w <br />1A <br />a- <br />.10 <br />> <br />_J <br />w <br />\% <br />ROOF TOP OF STEEL <br />R F TO P OF STEEL <br />EL. 16-0" <br />< <br />oL —__ <br />oe—_ —__ <br />10 <br />EL. 16-0" <br />8 <br />7 <br />r4 <br />6 <br />r6 <br />. �2 <br />8 <br />7 <br />ROOF TOP OF STEEL <br />IIFR60 <br />N, TYPICAL <br />TbP�OFtTEEL <br />EL. 15'-0" <br />EL. 16-0" <br />0 <br />10 <br />\% <br />\ ' <br />/7 <br />r 3 <br />w <br />LLI <br />0) <br />\% <br />10 <br />co, <br />11z <br />.2 <br />S! <br />ROOF TOP OF STEEL <br />< 0) <br />E <br />ROOF TOP OF STEEL <br />— <br />- — - <br />— - — - — - — <br />-- T <br />F <br />EL. 16-6" <br />- — - — - — - — <br />— <br />PARAPET TOP OF STEEL 16'-6" <br />6" <br />PARAPET TOP OF STEEL 20'-4" <br />PARAPET TOP OF STEEL 16'-6" 1 <br />1 <br />G <br />I <br />21-811 <br />71-0- <br />f <br />6" <br />2'-2" <br />1 <br />21-811 <br />71-511 <br />611 <br />— <br />231-711 <br />12'-1011 <br />14'-3'1 <br />1 1 <br />? //� <br />— <br />14v-011 <br />111-011 <br />1 <br />6'-4 <br />12'- 10" <br />231-111 <br />e_ HIGH ROOF <br />FRAMING <br />PLAN BLDG. A <br />50#-21# <br />30'-4" <br />50'-2" <br />SCALE: y8" = 1 f-011 <br />\S1.3, <br />� N _ <br />LEGEND: <br />0 INDICATES NOTE REFERRAL. SEE CORRESPONDING NOTE. <br />- — INDICATES DIRECTION OF DECK SPAN. <br />DXX INDICATES HEADERS. SEE NOTE 3. <br />INDICATES ELEVATION OF NOTED COMPONENT RELATIVE <br />TO FINISHED FLOOR ELEVATION = 0'-0" <br />E: __ ::1 INDICATES STUD WALL BELOW. <br />---->.<--:'INDICATES VERTICAL X-BRACE. <br />HIGH ROOF FRAMING PLAN NOTES: <br />1 ROOF CONSTRUCTION: STANDING SEAM ROOF PANEL (SEE <br />ARCHITECTURAL DRAWINGS FOR SIZES) <br />A. 6" x 2.5" x 16 GAGE Z-PURLINS @ 6-0" ON CENTER MAXIMUM. ATTACH <br />TO VERTICAL STUD WITH (8) #12 SCREWS MINIMUM. SPLICE: (8) #12 <br />SCREWS MINIMUM. <br />B. 4" x 14 GAGE STRAP; SPLICE: (8) #12 SCREWS MINIMUM ATTACH TO <br />TOP OF Z-PURLIN AND TOP TRACK OF STUD WALL WITH (8) #12 <br />SCREWS. <br />C. 600 S 250 - 97 (HORIZONTAL) + 600 T 250 - 97 (VERTICAL) ALONG INSIDE <br />EDGE OF ROOF. <br />2. HEADER DH6: (2) 600 S 162 - 43, BACK TO BACK. <br />HEADER DH8: (2) 800 S 162 - 43, BACK TO BACK. <br />3. 600 S200 - 54 METAL STUD BEAM BELOW. <br />4. INDICATES INTERIOR SHEAR WALLS BELOW. <br />5. SEE ARCHITECTURAL DRAWINGS FOR STANDING SEAM ROOF SYSTEM. <br />6. 6" X 2.5" X 16 GAGE Z-PURLIN ATTACHED TO SUPPORT WITH 4" X 4" X 14 <br />GAGE METAL CLIP ANGLE WITH (4) #12 SCREWS IN EACH LEG. TOP OF <br />PURLIN ELEVATION TO BE EQUAL TO SUPPORT PURLIN IN THE NORTH - <br />SOUTH DIRECTION. <br />7. VERTICAL X-BRACING. SEE SECTION 6 / S4.2. <br />8. 400 T 200 - 54 CONTINUOUS. SEE SECTION 6 / S4.2. <br />9. ADDITIONAL Z-PURLINS AT 2'-6" ON CENTER IN CORNER ZONE. PROVIDE <br />ADDITIONAL VERTICAL WALL STUDS IN EXTERIOR WALL FOR SUPPORT. <br />bennett&pless 10 <br />Experience Structural Expertise <br />Atlanta, Boca Raton, Charlotte, Chattanooga, Orlando <br />1964 - 2019 Celebrating 55 Years <br />of Structural Excellence <br />47 Perimeter Center East, Suite 500 <br />Atlanta, Georgia 30346 <br />Tel. 678 990 8700 Fax. 678 990 8701 <br />Copyright 2019 - Bennett & Pless, Inc. <br />All Rights Reserved <br />B & P Job Number 18161 <br />STATE OF <br />.......... <br />04-03-2019 <br />LLJ LIJ Uj <br />L) Ir <br />::::, :0:::) LU <br />LLJ - 10 ZD L_Uj <br />0z L31j: LFL Ln Q� t�-, 9 < <br />__j �1_ Uj LU 2 _j w < U <br />'z I WI-T <Ma�<WLUO <br />< LU w F__ Lli -- <br />�0- L­ U , <br />'00 <br />-mi U a-, <br />0 <br />LU < D_ <br />Qzz � i I --- LOL, L U (z) <br />0 < 70 Fo) z <br />z F- S�2 Lu 0 0 1C) 0 2� <br />< �_ t: 0 (-) LL 0 <br />LL Z C2: ( z <br />010 F- 0 C/) (,) LU <br />U z �_ Z LU <br />>_ Ld 0'_ z , z zw 2:u:) <br />z w <br />�i 0 2 f<y- ffi E U P-� <br />< Lu F- M zo <br />ff a-uou <br />0 0 W W 2 9 LE --,1 0 (D <br />LU Q� �-- �- 0� z < E < LLI ffu OW- U0 z <br />CL LLI - < - E < a- <br />U) = CL LLJ LU < Lil = 3: <br />LLj LU U ly_ U LLJ F__ z F)f L L I U < <br />= T: O� w Q� Q� t < z - w = -0 Q� <br />�_ �_ < M < CL 0 0 0 F_ �> F_ 0 C, <br />a) <br />Fia <br />wy <br />Fla <br />I I ISSUE: FOR CONSTRUCTION I I <br />PROJECT NUMBER <br />201812 <br />DATE 04-03-2019 <br />SHEET NUMBER <br />S103A <br />U2 U U5 1 0 A I n I <br />U (J 1.,L� UO Ul <br />Q2) <br />