Laserfiche WebLink
6 <br />MASONRY TIE BEAM AT GRID 'B': 18,--0" <br />(2) COURSE K.O. BLOCK w/ <br />(1) #5 CONT. IN EACH COURSE. <br />BOTT./BM. ELEV. = W-0" <br />a <br />rn <br />(1) #6 AT CORNERS (TYP.) <br />REFER TO 4/S4.1 FOR 19'-4" cn nl co <br />MORE INFO. TOP/MASONRY <br />ca x <br />w d <br />o< x <br />5 5 '- <br />53.1 54.2 <br />u) <br />�. 'r <br />\B I 1 77 �r TTT "171 <br />S.M: <br />8 <br />S4.1 <br />MASONRY TIE BEAM AT GRIDS <br />,it <br />(2) COURSE K.O. BLOCK w/ (1) #5 <br />CONT. IN EACH COURSE. STEP TIE <br />BEAM w/ SLOPED DECK AS REQUIRED. <br />SEE 7/S4.2 <br />CONT, L4x4x1/4 <br />AT DECK BEARING (TYP.) <br />REFER TO 4/S4.2 FOR K6 <br />SPLICE CONNECTION. k C'A <br />to -v <br />TOP/MASONRY <br />AT ROOF ACCESS <br />INDICATES PRE-ENGINEERED <br />METAL AWNING BY OTHERS. <br />REFER TO ARCHITECT DWG's. <br />FOR MORE INFO. <br />Ff <br />22'-8" <br />TOP/12" MASONRY <br />X <br />r <br />I �I <br />1 � I <br />I. I <br />--- -- EF-1� <br />60 LBS- <br />I <br />18K3SP <br />t <br />_:AT <br />I • <br />I' IS.M. <br />�1 <br />5> S3.1 <br />29'-4" <br />HSS1OX4X3/16(LSV) <br />HSS 4 x 2 x 1/4 <br />TYPICAL <br />3 CONT. L3 x 3 x 1/4 <br />DECK ANGLE <br />(3 SIDES) <br />MITRE TUBES AT CORNERS <br />AND FULLY WELD. GRIND <br />WELDS SMOOTH. <br />(4) SPACES AT 5'-0" O.C. <br />2'-10» <br />1'-8" <br />0 <br />r _11 <br />I I <br />L- <br />SP- NCB <br />�..���%��i�. <br />10 <br />I i <br />I <br />a <br />rAVM.M•MEN <br />J <br />x <br />I <br />I <br />HATCH INDICATES EXTENT OF <br />4 METAL STUD CANOPY FRAMING AT <br />Y3. F16- Q.C. MAX. (TYP.) REFER TO <br />SECTIONS FOR SIZE AND GAGE. <br />I <br />I J <br />CB1 <br />I <br />INDICATES <br />I -7, <br />ADDITIONAL O� ADDITIONAL POINT <br />LOADS AT JOIST <br />___---- - - - - - - - - - _.m. <br />xb� %x L21/2x21/2x1/4 <br />X-BRACING AT EA. END <br />Q_ OF W8 (TYP.) I <br />N W 8X18 REF: 11 /54.2 <br />r7 r+7 <br />5c s7"- <br />U0oas vi 177 <br />8 K 3 <br />00 r) ¢ i <br />' HATCH INDICATES METAL ° d -' ` r <br />x STUD WALL FRAMING ABOVE v5 W <br />METAL DECK. REFER TO <br />WALL SECTIONS FOR SIZE, :D a w BRIDGING EQUALLY SPACED BETWEE <br />SPACING, AND GAGE. SUPPORTS w/ X-BRIDGING AT END I T <br />i` .. i BAYS. ALL JOIST BRIDGING PER <br />�04' STEEL JOIST INSTITUTE (SJI) I <br />I - _ CU w sX1$ - _ REQUIREMENTS. <br />------ 11 <br />145 LBS S4 o . <br />2 <br />I <br />X <br />I r ' -- - MA ONR <br />t <br />----�---- I -� ---------- - ----- ----------------------- - - - --- - -----------------------------------�---- - - <br />C6X6 2 (BELOW ROOF DECK) I a <br />RTU-2 <br />1,200 LBS FLAT WITH LEGS 2-6" HATCH INDICATES PRECAST <br />DOWN, OVER DECK LINTEL BEAM. REFER TO <br />REF: 8/54.2 TO OF HSS CONCRETE LINTEL SCHEDULE <br />TH HEFT TYP <br />10 <br />-------� ,-------� <br />I <br />------- - 00 <br />RTU-1 "- <br />2,400 LBS <br />�1{ <br />STEEL FRAMING ANGLES BELOW <br />CURB. REF: 1/S4.2 <br />(7) SPACES AT 5'-0" Q.C. = 35'-0" <br />K.O. BLOCK w/ (1) #5 CONT. AT <br />TOP OF PARAPET WALLS (TYP.) <br />U.N.O. <br />HATCH INDICATES 12" MASONRY PARAPET w <br />#6 AT 48" O.C. MAX. (TYP.) U.N.O. (LAP <br />SPLICE w/ REINFORCING FROM BELOW). <br />REFER TO PLAN FOR ADDN'L./SPECIFIC <br />REINFORCING REQUIREMENTS. <br />MASONRY TIE BEAM AT GRID 'C': ' <br />(2) COURSE K.O. BLOCK w/ <br />(1) #5 CONT. IN EACH COURSE. <br />BOTT./BM. ELEV. = 15'-4" <br />CONCRETE LINTEL SCHEDULE <br />MARK <br />SIZE <br />REINFORCING BARS <br />COMMENTS <br />L-1 <br />12" X 8" <br />(1) #5 CONT. <br />TYPE A <br />L-2 <br />8" X 16" <br />(2) #5 CONT. <br />TYPE B <br />,. <br />(TYPE A) (TYPE B) <br />NOTES. <br />1. REFER TO 9/S4.1 FOR ADDITIONAL PRECAST LINTEL REQUIREMENTS. <br />2. ALL LINTELS AND KNOCK -OUT BLOCKS TO BE GROUTED SOLID. <br />IS S <br />( .) <br />3'-10" (7) SPACES AT 5'-0" O.G. = 35'-0" <br />TOP/MASONRY I <br />CANTILEVER <br />HSS 4X2END x <br />MITRE PRECAST LINTELS AT----- ""O I <br />BEARING. PROVIDE CORNER BARS I <br />AT L-2 AND GROUT SOLID. _ <br />MITRE TUBES AT CORNERS ----'' <br />AND FULLY WELD. GRIND 2'-1" <br />WELDS SMOOTH. <br />1"0 ROD (A36) w/ CLEVIS <br />AND TURNBUCKLE (X3) <br />HSS 2 1 /2 x 2 1 /2 x 1/4 <br />CONT, L3 x 3 x 1/4 <br />DECK ANGLE <br />(3 SIDES) <br />M. <br />w <br />o <br />V) <br />I -'7 <br />DECK <br />SPAN- <br />(2)- <br />/ I <br />EQUAL SPACES <br />HSS 10 X 4 X 3/16 (LSV) <br />TO OUTSIDE OF HSS <br />3 <br />� <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = 1'--O" 6 <br />NORTH <br />in <br />X <br />, <br />x <br />ca <br />I <br />LO <br />19'-4#0 <br />TOP/MASONRY <br />n <br />J.B. <17'-4 3 8"> B <br />1 p B.1 <br />54.2 <br />2 <br />S0.1 <br />19'-4" <br />-000'`* "TOP/MASONRY <br />J.B. <16'-8 3 8"> C <br />I <br />5 HATCH INDICATES 8" MASONRY PARAPET w/ <br />S4 2 #6 AT 48" O.C. MAX, (TYP.) U.N.O. (LAP <br />SPLICE w/ REINFORCING FROM BELOW). <br />-CANTILEVER REFER TO PLAN FOR ADDN'L./SPECIFIC <br />HSS 4 X 2 END REINFORCING REQUIREMENTS. <br />J.B. <16'-6 7/8"> <br />19'-4" <br />TOP/MASONRY <br />HSS 4 x 2 x 1/4 <br />TYPICAL <br />CONCRETE BEAM SCHEDULE <br />REINFORCING <br />MARK <br />SIZE <br />COMMENTS <br />CONT. BARS <br />STIRRUPS <br />C81 <br />8" X 24" <br />(2) #6 TOP, MID. <br />& BOTT. <br />#3 AT 10" D.C. <br />(BOTT./BM. PE <br />12'-0 3/$") <br />C132 <br />8" X 32" <br />(4) #6 TOP AND BOTT., <br />(2) #6 MID. <br />#3 AT 14" O.C. <br />(BOTT./BM.PE B12'-O") <br />i 1.4 t 0� <br />t4' o+t , o r m <br />1° I `. <br />1 1 /2" CLR. TYP. I 41, Q j; r- <br />(TO STIRRUPS) <br />a a <br />TYPE A (TYP"B <br />NOTES: <br />1. REFER <br />TO 10/S4.1 FOR TYPICAL CONCRETE BEAM REINFORCING DETAIL. <br />2. BEAM <br />DEPTHS MAY BE INCREASED AS REQUIRED FOR MASONRY COURSING. COORDINATE WITH ARCHITECTURAL <br />REQUIREMENTS. <br />ROOF FRAMING PLAN NOTES: <br />1. METAL ROOF DECK AT MAIN BUILDING SHALL BE 1 1/2" DEEP, 22 GA., <br />GALVANIZED (G60), TYPE "B". FASTEN ROOF DECK w/ (5) 5/8" DIAMETER <br />PUDDLE WELDS AT EACH SUPPORT AND (4) #10 TEK SCREW SIDELAP <br />FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO ll/S4.1 <br />2. METAL ROOF DECK AT EXTERIOR CANOPY SHALL BE 1 1 /2" DEEP, 22 GA., <br />GALVANIZED (G60),TYPE "B". FASTEN ROOF DECK w/ (7) 5/8" DIAMETER <br />PUDDLE WELDS AT EACH SUPPORT AND (2) #10 TEK SCREW SIDELAP <br />FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO 11/S4.1 <br />ALTERNATE TO TYPE B DECK -- EPICORE ER2R-20 METAL DECK OR <br />APPROVED EQUAL. <br />3. JOIST SPACING = SEE PLAN <br />4. ROOF SLOPE = 1/4" PER FOOT (MIN.) U.N.O. <br />5. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF <br />MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL <br />EQUIPMENT SHOP DRAWINGS PRIOR TO JOIST FABRICATION. <br />REFER TO DETAILS 12/S4.1, 1/S4.2, AND 2/S4.2 <br />6. MECHANICAL CONTRACTOR SHALL VERIFY THAT WEIGHT OF ACTUAL <br />EQUIPMENT INSTALLED DOES NOT EXCEED MAXIMUM OPERATING WEIGHT <br />OF EQUIPMENT SHOWN ON PLAN. <br />7. "SP" INDICATES SPECIAL JOIST LOADING. ADDITIONAL LOADS ON JOIST <br />ARE PER PLAN. <br />8. INSTALL ROOF TOP EQUIPMENT ON DESIGNATED "SP" JOISTS ONLY. <br />DO NOT PLACE ANY ROOF TOP EQUIPMENT ON STANDARD "K" <br />SERIES JOISTS. <br />9. J.B. < > = JOIST BEARING ELEVATION U.N.O. REFER TO PLAN. <br />10. S.M. = INDICATES STEP TOP/MASONRY PARAPET. <br />11. REFER TO 1/SO.1 FOR DESIGN WIND CRITERIA. <br />A <br />PROFESSIONAL ENGINEERING, INC. <br />16912 Melissa Ann Dr . Lutz FL . 33558 <br />Ph:813.963.1906 STRUCTURAL <br />3336 Grand Blvd. Suite 201 <br />Holiday, Florida 34690 <br />Ph. 727.815.3336 <br />epic <br />907 S. Fr. HARRISON AVENUE <br />SUITE 102 <br />CLEARWATER, FL 33756 <br />727-210-1900 <br />TO THE BEST TH OF F THE <br />E KNOWLEDGE E O L G <br />ARCHITECTS AND ENGINEERS, SAID PLANS AND <br />SPECIFICATIONS COMPLY WITH THE APPLICABLE <br />MINIMUM BUILDING CODES AND THE APPLICABLE <br />MINIMUM FIRE SAFETY STANDARDS <br />����r,rrrrrrr� <br />C. It <br />.�`� Pam'' •i c "' Fti�' <br />"a OQ • <br />.. <br />� M <br />• 11.1 <br />��rrHtrrttN�� <br />0 <br />a. <br />T� <br />V) <br />a� <br />b <br />0 <br />a) <br />Ci <br />s~ <br />z <br />cf) 0 0 <br />W --I <br />ILL <br />OO <br />Jim <br />D <br />Z 0 <br />zm <br />0 a W <br />II > N <br />J <br />J <br />Uj <br />Cn 0 <br />04.06.18 <br />date <br />17060 <br />comm. no. <br />ROOF FRAMING <br />PLAN <br />Alan C. Guenther, P.E. #53308 / C.A. #26813 1 <br />