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i11 uq!l1'..I-Isepia:a o! el.ii.:,.itLIILASI 1 1 I. I I I' - ! I !I 117MPUT-F9191-1111 llll!1Litz!",I rl <br />ROOF TOP UNIT FRAME SCHEDULE <br />UNIT WEIGHT <br />ANGLE SIZE <br />0 - 1000 LB. <br />1001 - 3000 LB. <br />L4 X 4 X 1/4 <br />L6 X 4 X 5/16 <br />PRE-FAB - <br />UNIT CURB. <br />1/2"0 THRU-BOLTS AT 24" O.C. MAX., <br />12" FROM ENDS. (3) BOLTS REQUIRED PER SIDE <br />OF UNIT, MINIMUM. PROVIDE NUTS AND WASHERS. <br />UNIT SUPPORT ANGLE FRAME. <br />SEE SCHEDULE FOR ANGLE <br />SIZES. LONG LEG VERTICAL. <br />MECHANICAL UNIT <br />FASTENING DETAIL <br />NOT TO SCALE <br />KNOCK -OUT BLOCK W/ <br />(1) #5 CONT. GROUT SOLID <br />CONT. L 3 X 3 X 1/4 <br />SPLICE AT JOIST AS REQUIRED.. <br />1/8 2 <br />1 1/2", TYPE B METAL <br />ROOF DECK. <br />SLOPE <br />_\' <br />STEEL JOIST--J <br />R3/8X6X10W/ <br />(2) 1 /2"0 X 6 HEADED STUDS.a7 <br />cJ <br />N <br />(PLAN VIEW) <br />5 JOIST BEARING <br />SCALE. 3/4" = 1'-0" <br />MINIMUM FASTENING REQUIREMENTS: <br />FASTEN UNIT TO CURB W/ <br />1/4-14 x 6" HWH SELF -DRILLING SCREW <br />WITH A #3 DRILL POINT AND ZINC COATED <br />SPACED AT 12" O.C. MAX. (ALL 4 SIDES), <br />TYPICAL (BUILDEX OR EQUAL) <br />METAL ROOF DECK. FASTEN TO CURB <br />SUPPORT ANGLES W/ 5/8" DIAMETER <br />PUDDLE WELDS AT 6" O.C. <br />3/16 3 <br />3/16 3 <br />ANGLE SEAT: <br />L 6 x 4 x 5/16 x 0'-5" (LLV) <br />JOIST WEB STIFFENER. <br />REF: 12/S4.1 <br />STEEL JOIST <br />NOTE: <br />DO NOT BOLT THRU TOP CHORD OF ROOF <br />JOIST UNLESS APROVED BY THE JOIST <br />MANUFACTURER PRIOR TO INSTALLATION OF <br />UNIT. PROVIDE WRITTEN VERIFICATION TO <br />ENGINEER. <br />SEE PLANS <br />TOP/MASONRY <br />PARAPET <br />1/8 V 2 1/2 <br />0o SEE PLAN <br />JOIST BEARING <br />____A/jQP,/TIE_BEAM <br />11 <br />TYP. MASONRY TIE BEAM: <br />COURSE K.O. BLOCK W/ <br />(1) #5 CONTINUOUS IN EACH <br />COURSE, <br />SEE PLAN <br />BOTTOM/TIE BEAM <br />8" MASONRY WALL W/ <br />HORIZONTAL JOINT <br />REINFORCING AT 16" O.C. <br />TYPICAL <br />N O T E S <br />1. JOIST BEARING ON <br />EMBED R SHALL BE 4" MINIMUM. <br />2. EDGE OF JOIST BEARING <br />EMBED R SHALL BE FLUSH WITH <br />INSIDE FACE OF MASONRY. <br />3. TYPICAL JOIST SEAT DEPTH <br />IS 2 1/2" U.N.O. <br />I I I <br />I I <br />I I <br />HSS COLUMN. j I EXTERIOR FACE OF C.M.U. WALL <br />SEE PLAN. <br />FUTURE 1/2" ISOLATION <br />JOINT I I 1/2" ISOLATION JOINT <br />COAT STEEL BELOW SLAB w <br />BITUMINOUS MASTIC. / I i I EXTERIOR CONC. WALK. REFER TO <br />SECONDARY CONC. POUR 8" I ARCH. FOR STEP AND SLOPE. <br />FUTURE SLAB. I REFER TO STEEL COLUMN/BASE <br />SEE FOUNDATION PLAN NOTE 1. i I I PLATE SCHEDULE ON SHEET 51.1 <br />ou0'-O" I I <br />TOP/SLAB _ <br />I I ° <br />-- T-1 r—I I <br />1 1/2" N.S. GROUT1I- <br />° I 111-1 I 1=1 <br />OQHV-4" iIII�1= I�I v I e I�I=1�I—I� <br />TOP/FOOTING ° <br />DTI 4 0 4 -f IIi <br />�I <br />IF <br />I — <br />a <br />a 4" <br />Ic <br />- _ <br />I„ II I kEl I Ii II I I <br />3" CLR. <br />F <br />r7 <br />9 STEEL COLUNM FOUNDATION <br />SCALE: 3/4" = 1'-0" <br />L4 x 4 x 1/4 (TYP.)— <br />FOR OPENINGS GREATER <br />THAN 10" <br />JOIST TOP CHORD <br />EXTEND HORIZONTAL LEG <br />OF ANGLE OVER JOIST TOP <br />CHORD <br />NOTES: <br />I I I <br />A I I I <br />I I I <br />I I I <br />I I I <br />3/16 <br />I I I <br />I I I <br />I I I <br />II I <br />I I I <br />I I I <br />I I I <br />I I <br />ROOF OPENING. <br />VERIFY SIZE & LOCATION <br />I w/ TRADE INVOLVED. <br />I I <br />I I <br />I I <br />TYP. 1 /8 3 <br />1� <br />1. LOCATE L4 x 4 x 1/4 FRAMES AROUND ALL ROOF OPENINGS GREATER THAN 10". <br />2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF OPENINGS PRIOR <br />TO STEEL FABRICATION. <br />3. REFER TO JOIST STIFFENER DETAIL 12/S4.1 FOR JOIST STIFFENERS AS REQUIRED. <br />4. REFER TO 3/S4.2 FOR DECK OPENINGS BETWEEN 4" AND 10". <br />5. NOT INTENDED FOR ROOF TOP MECHANICAL EQUIPMENT SUPPORT. <br />REFER TO 1/S4.2 FOR ANGLES SUPPORTING MECHANICAL UNITS. <br />2 ROOF OPENING <br />NOT TO SCALE <br />KNOCK -OUT BLOCK W/-- <br />(1) #5 CONT. GROUT SOLID <br />CONT. L4 X 4 X 1/4 W/ <br />3/4"0 HILTI-HIT HY70 ADHESIVE <br />ANCHORS AT 24" O.C. MAX. IN <br />GROUTED CELLS (6 5/8" EMBEDMENT) <br />1 1/2", TYPE B METAL <br />ROOF DECK. <br />SEE PLAN <br />TOP/MASONRY <br />PARAPET <br />90' STANDARD ACI HOOK <br />TYP. MASONRY TIE BEAM: <br />COURSE K.O. BLOCK W/ <br />(1) #5 CONTINUOUS IN EACH <br />COURSE. <br />VARIES.\ <br />— — — — — — — — — l — <br />J <br />t <br />— — — <br />— — — — — — — — <br />— <br />ULId\ UL/11\111V — <br />VARIES <br />- - - - - - - <br />---__----- <br />BOTTOM/TIE BEAM <br />o. 4 <br />8" MASONRY WALL W/ <br />BRIDGING PER SJI <br />REQUIREMENTS. <br />HORIZONTAL JOINT <br />REINFORCING AT 16" O.C. <br />STEEL BAR JOIST <br />TYPICAL <br />VERTICAL REINFORCING <br />L2 X 2 X 3/16 X 0-6 W/ <br />BARS SEE PLAN. <br />1/2"0 HILTI-HIT HY70 <br />ADHESIVE ANCHOR, 4" <br />N 0 T E S: <br />EMBEDMENT. USE MESH <br />1. REFER TO 4/S4.2 FOR DECK ANGLE SPLICE. <br />SCREEN IF NOT AT FILLED <br />2. STEP MASONRY TIE BEAM AS REQUIRED <br />CELL. <br />WITH SLOPED DECK. REFER TO 7/S4.2 <br />� DECK BEARING <br />SCALE: 3/4" = 1'-0" <br />1/2" <br />3/4"0 x 6" WELDED 2 2 3/4" <br />HEADED STUDS 3 -71 <br />(TYP.) I <br />@LECT ION <br />SCALE: 3/4" = 1'-0" <br />' <br />I <br />N <br />II II <br />IL J <br />1 <br />(COLUMN CAP �) <br />M <br />HSS COLUMN. <br />SEE PLAN. <br />CONCRETE BEAM <br />(REINF. NOT SHOWN <br />FOR CLARITY). <br />SEE PLAN <br />12'-0 3/8"A <br />BOTT./GONG. BEAAMO <br />EMBED R 3/4" w/ <br />(6) 3/4"0 x 6" <br />_ WELDED HEADED <br />STUDS. REFER TO <br />BELOW. <br />REINFORCE /V]C"K"' ""Tu <br />MINIMUM ' <br />PLATE <br />ATTACH F <br />OR#10T <br />AT 6" 0.( <br />* = DECK OPENING <br />DECK REINFORCEMENT AT UNFRAMED ROOF OPENING <br />NOT TO SCALE <br />00 <br />9'_51" RAD I AD <br />BAR 2'-8" LONG WITH 1'-4" HOOK. <br />BAR DIAMETER TO MATCH TIE BEAM <br />REINFORCING. <br />I Fr)r;FR ANGI F. <br />NOTES: <br />1. TYPICAL MASONRY TIE BEAM <br />SHALL <br />BE (2) COURSE <br />KNOCK -OUT BLOCK <br />WITH (1) <br />#5 <br />CONTINUOUS IN <br />EACH COURSE AND <br />GROUTED <br />SOLID. <br />2. STEP TIE BEAM A <br />MAXIMUM <br />OF <br />8". LOCATE TIE <br />BEAM STEPS AS <br />REQUIRED <br />WITH <br />SLOPED DECK <br />LEDGER ANGLE. <br />ONiMASONRY TIE BEAM - STEP <br />OT TO SCALE <br />CONT. HSS 4 X 2 X 1/4 (LSH) <br />SPLICE AS REQ'D. AT STUB <br />COL. LOCATIONS <br />ERECTION TABS <br />AS REQ'D. <br />W 8X18 <br />3/$" STIFF. R's. <br />EACH FACE (A- A) <br />@jECTION <br />SCALE: 3/4" = 1'-0" <br />HSS STUB COLUMN. <br />SEE PLAN. <br />HSS 4 X 2 X 1/4 (LSH) <br />19'-0" <br />`L' BOTT./ <br />JOIST MANUF. NOTE: <br />t2.0 KIPS ADDT'L <br />B <br />VARIES - <br />TOP/STEEL <br />TOP/JOIST <br />L2 1/2 x 2 1/2 x 1/4J'g <br />X-BRACING AT EA. END <br />OF W8 <br />ANGLE SPLCE <br />STEEL DECK ANGLE <br />FASTENER TO WALL ��K2 I! <br />SPLICE 1 <br />4 DECK ANGLE SPLICE <br />SCALE: 1 1/2" = 1'-0" <br />C <br />UNDER BASE PLATE. TWO CHANNELS <br />ENTER TYPICAL C 6x8.2 CHANNEL <br />MAY BE REQUIRED FOR FULL BASE <br />PLATE SUPPORT. PROVIDE (4) 1/2" <br />DIAMETER STAINLESS STEEL (304) <br />BOLTS PER CONNECTION. <br />PROVIDE STAINLESS STEEL WASHERS <br />AND INSULATION MATERIAL TO KEEP <br />ALUMINUM FROM COMING INTO DIRECT <br />CONTACT WITH STEEL. <br />PRE -FABRICATED <br />ALUMINUM BASE PLATE <br />AND STAND LEG PER <br />MANUFACTURER. <br />� I <br />� I <br />I I <br />I I <br />I i <br />3/16 3 <br />I <br />1 1/2" METAL <br />ROOF DECK. <br />CONDENSING UNIT SUPPORT DETAIL <br />SCALE: 1 1/2" = V-0" <br />CONT. HSS 4 X 2 X 1/4 (LSH) <br />SPLICE AS REQ'D. AT STUB <br />COL. LOCATIONS <br />CAP T 1/4 <br />N 0TE: <br />INFILL FRAMING BETWEEN HORIZONTAL <br />STEEL TUBES SHALL BE 4", 18GA, <br />METAL STUDS AT 24" O.C. <br />(400S162-43) WITH 4", 18 GA. TOP <br />AND BOTTOM TRACKS (40OT125-43) <br />1 1/2" METAL ROOF DECK. <br />SEE PLAN. <br />3/8 STIFF. It's <br />EACH FACE OF BEAM WEB <br />BELOW STUB COLUMN. <br />STEEL ROOF JOIST. <br />SEE PLAN. <br />L21/2X21/2 <br />X-BRACING <br />L3 X 3 X 1/4 STR <br />L3 x 3 x 1/4 VERT. <br />STRUT w/ DIAG. JST. <br />STIFF. AT EA. END OF <br />W8 <br />STEEL ROOF JOIST (TYP.) <br />SEE PLAN. <br />JOIST MANUF. NOTE: <br />f2.0 KIPS ADDT'L <br />ku-u) <br />)OF JOIST TOP <br />1/2X21/2X1/4 <br />JOIST STIFF. <br />r <br />PROFESSIONAL ENGINEERING, INC. <br />16912 Melissa Ann Dr . Lutz, FL . 33558 <br />Ph:813.963.1906 STRUCTURAL <br />Alan C. Guenther, P.E. #53308 / C.A. #26813 <br />3336 Grand Blvd. Suite 201 <br />Holiday, Florida 34690 <br />Ph. 727. 815. 3336 <br />V pdlcl,C <br />i <br />907 S. FP. HARRISON AVENUE <br />SUITE 102 <br />CLEARWATER, FL 33756 <br />727-210-1900 <br />TO THE BEST OF THE KNOWLEDGE OF THE <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 />%J11I IN1/0r, <br />C. G �•,, <br />dv <br />d D�i t•�• <br />.• w <br />1IINN11is <br />0 <br />a <br />U <br />a <br />b <br />a <br />0 <br />ro <br />-cs <br />0 <br />Z <br />CnO Q <br />0 <br />LUJ ---� <br />U_ <br />c _ <br />C/) <br />C3 � <br />Im Z <br />o� <br />CC 0 QCL <br />N <br />Q > <br />J 00 <br />cn W J <br />_ 0 <br />In <br />04.06.1 8 <br />date <br />17060 <br />comm. no. <br />SECTIONS AND <br />DETAILS <br />S4,92 <br />