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I I I I I j I III1 f I I I I <br />END SUPPORT <br />PRE -FABRICATED CURB FOR <br />TYP. DET. 5-084 END SUPPORT <br />�. <br />MECH. EQUIP. DESIGNED BY <br />METAL DECK CONTRACTOR TO PROVIDE <br />L4 X 4 X 1/4 <br />ROOFTOP UNIT EDGE <br />OTHERS. MUST BE DESIGNED <br />RIDGE AND VALLEY PLATES AS REQUIRED. <br />TYP. ROOF EDGE ANGLE (BY METAL <br />TO RESIST ALL APPLICABLE LOADS <br />DECK CONTRACTOR) WHERE DECK IS <br />AS REQUIRED BY FLORIDA BUILDING <br />PARALLEL TO WALLS & UNSUPPORTED <br />/ <br />END SUPPORT <br />CODE. <br />CONT. SHEET METAL <br />PROVIDE L3 1 /2" X 3 1 /2" X 1/4- CONT. <br />L4 X 4 X 1/4 <br />1/2-0 " <br />BOLTS 0 24 O.C. <br />CLOSURE PLATE <br />OR 12 GA. BENT PLATE CONT. FIELD WELD TO <br />TYP. EA. END <br />��� <br />CURB <br />CURB TOO BE DESIGNED TO <br />STEEL JOISTS OR RAISED BEAMS <br />INT. SUPPORT <br />1 8 <br />TRANSFER WIND LOADS <br />(TENSILE & SHEAR) INTO ANGLE. <br />TYP. DET. 5-084 <br />INT. SUPPORT <br />L4 X 4 X 1/4 <br />L <br />F� \ <br />I <br />MTL. DECK <br />ROOF OPENING <br />L5 X 3 X 1/4 CONT.-CUT <br />� <br />p <br />SEE PLAN <br />VERT. LEG AS REQUIRED 0 <br />JOIST SEAT <br />W / <br />0 <br />5-084 <br />BEAM &JOISTS <br />BEAM &JOISTS <br />Z�� <br />TYP 1 8 <br />� <br />' <br />_.___ ___ __ _. ___ _ ______ <br />_ _. _ _ _ <br />SEE PLAN <br />SEE PLAN <br />o <br />J o o <br />PL 4 X 4 X 1 /4 <br />O <br />7 <br />L5x5x1/4 O RTU4. :- <br />TYP. DET. ® MET. DK. DIRECTION <br />21020 INT. SUPPORT <br />L <br />TYP. EA. END <br />, <br />L4x4x1 /4 O ALL <br />/,,'' <br />CHANGE BETWEEN JOIST SEATS <br />TYP. EDGE <br />ANGLE DK. SUPPORT <br />Ir L4 X 4 X 1/4 <br />END SUPPORT <br />OTHERS 1� <br />O F-0 <br />STL. JOIST <br />INT. SUPPORT <br />BEYOND <br />` . <br />PROVIDE DECK SUPPORTS 0 <br />1/4- AIRCRAFT ROOFTOP UNIT SEE <br />L4 X 4 X 1/4 <br />--- -- -'. _ -'--- -- --- '.'. <br />COLUMNS BY MET. DK. CONTR. <br />(MAY BE SHEET METAL) <br />DIRECTION OF METAL <br />CABLE PLASTIC PLAN FOR LOCATION <br />COATED, TYP. <br />PL 4 X 4 X 1/4 <br />_ <br />- <br />DK. PERPENDICULAR <br />TYP. EA. END <br />TO THE SUPPORTING <br />MEMBERS <br />15' MAX <br />ROOFTOP UNIT EDGE <br />BM. &COL. I <br />COL. BM. OR JOIST <br />SEE PLAN <br />SIZE SEE FRAMING <br />4PX o1/4 <br />r <br />INTERIOR SUPPORT <br />CONNECTION OF PRE -FABRICATED CURB <br />PLAN <br />LEND 4 X <br />TO ROOF STRUCTURE WHEN SUPPORTED <br />TYP. FLOOR DK. SUPPORT <br />AT COLUMNS <br />DECK DIRECTION SYMBOL <br />BY ANGLES SPANNING BTW. ROOF JOIST. <br />ROOF TOP UNIT <br />F UNIT <br />R00 TOP <br />N,T.S <br />ANCHOR PLAN DETAIL <br />5-082 <br />SUPPORT DETAILS 15-083]TYPICAL <br />METAL DECK DETAILS15-304] <br />SCALE: 1 /2" = 1'-0" <br />NO SCALE <br />W.P. (HIGH POINT) <br />SEE PLANS AND PLAN NOTES FOR <br />EL.- SEE PLAN O POINT LOAD BETWEEN <br />T PARAPET WALL <br />LOCATION OF GROUTED CELLS <br />(UNDERSIDE OF MTL JOIST PANEL POINTS ADD <br />OL T PARAP T WALL ANGLE SIZES ARE TO <br />EL.= SEE ARCH. <br />STOP GROUT MIN 1 1 /2" BELOW TOP <br />DECK) L 2 X 2 X 3/16 <br />1 8 3" <br />EL.= SEE ARCH. <br />BE USED U.N.O. IN <br />SECTION OR PLAN <br />1 8 <br />" <br />OF UNIT IF POUR IS STOPPED FOR <br />MORE THAN ONE HOUR <br />TYP <br />U.N.O 1 8 3 2 1/2" MIN. <br />2 1/2" MIN BEARING TYP. Z <br />L4 X 3 X 1/4 X CONT. <br />(LLV) DECK CLOSURE <br />1 8 <br />3 <br />ANGLE SIZES ARE TO <br />MAX HEIGHT OF POUR = 8'-0". WAIT <br />3 TO 5 MINUTES AND CONSOLIDATE <br />NOTE 1 1 W.P. (LOW POINT) <br />(L 2 1/2" MIN. SEE PLAN <br />IFw <br />FASTEN TO CMU WALL <br />W/ 3 4"0 EXP. BOLTS <br />0 24 O.0 MAX., EMBED <br />BE USED U.N.O. IN <br />WITH FLEXIBLE CABLE VIBRATOR. <br />(UN <br />rw NOTE 1 (UNDERSIDE OF MTL <br />DECK) <br />DEPTH = 4 1/2" <br />SECTION OR PLAN <br />L3 X 3 X 1/4 X CONT. <br />RECONSOLIDATE LATER BEFORE <br />PLASTICITY IS LOST. WAIT MINIMUM <br />WELD DECK TO <br />DECK CLOSURE <br />(WELD TO JOISTS) <br />MINUTES BEFORE PLACING NEXT <br />_ <br />CLOSURE ANGLE <br />LIFT. <br />i , <br />METAL DECK <br />METAL DECK <br />�� <br />SEE PLAN <br />SEE PLAN <br />GROUT TO CONFORM TO ASTM C476. <br />SUBMIT MIX DESIGN FOR REVIEW. <br />MAXIMUM AGGREGATE SIZE = 3/8". <br />OPEN WEB JOISTS <br />DBL BOND BM <br />SEE PLANS <br />REINF. W/ <br />— <br />SLUMP = 8" TO 10". DO NOT <br />USE SAME MIX AS USED FOR TIE <br />SUPPORTING STEEL <br />® POINT LOAD BETWEEN MEMBER -SEE PLAN NUMBER OF ROWS &TYPE OF <br />OUT IN KNNOCOC K <br />OUT BLOCK <br />REINF. BOND BM <br />REINF. W/ 2-#5 <br />BEAMS. <br />JOIST PANEL POINTS ADD BRIDGING PER MANUFACTURER <br />X SPECIFICATIONS. <br />STEEL JOIST— <br />SEE PLAN <br />L 2 X 2 3/16 <br />B BOND B AM <br />CONT. IN KNOCK <br />OUT BLOCK <br />PROVIDE CLEAN OUT HOLE MINIMUM <br />SIZE 3"x 3". ALL OVERHANGING <br />SEE PLAN I <br />S P AS R Q D <br />O SLOPED ROOF <br />— <br />B BOND BEAM <br />MORTAR AND DEBRIS TO BE REMOVED <br />FROM INSIDE THE CELL WALLS. SEAL <br />I BLDG. <br />END <br />PRIOR TO GROUTING, BUT AFTER <br />ITIE <br />BEAM SPANDREL <br />CROSS BRIDGING <br />INSPECTION. <br />BEAM I <br />SEE PLAN <br />STEEL JOIST <br />VERTICAL REINF. <br />CONT. TO T/ WALL <br />SEE PLAN <br />L6 X 4 X 1 /2 X <br />NOTE: <br />DO NOT GROUT UNTIL MORTAR HAS <br />AL <br />COLUMN <br />I _ JST. SPACING _ BRIDGING I <br />VERTICAL REINF. <br />CONT. TO T/ WALL <br />HORIZ. BRIDGING <br />TYPICAL <br />11 1 /2" LONG (L.L.H.) <br />' . SET SUFFICIENTLY TO WITHSTAND <br />r- I <br />L3 X 3 X 1/4 W/ <br />W/ (2) 5/8"0 X <br />THE PRESSURE OF THE GROUT. WAIT <br />INTERIOR BAY END BAY I <br />(1) 5/8"0 X 4 1/2" <br />12" LG. HEADED STUDS <br />NOT LESS THAN 24 HOURS. <br />LG. EXP. BOLT <br />NOTES: <br />1. BEARING ENDS OF SLOPED JOISTS SHALL BE HORIZONTAL TO OBTAIN FULL CONTACT WITH SUPPORTING MEMBERS. <br />SECTION AT WALL <br />TYP. HIGH <br />LIFT GROUTING SECTION <br />2. AT END BAYS, EXTEND ALL BOTTOM CHORDS &CONNECT TO SPANDREL BEAMS. <br />SECTION A T WALL <br />WH <br />3. CEILING EXTENSIONS ARE REQUIRED FOR O.W.J. ABOVE HUNG CEILING AREAS ERE SHOWN ON ARCH. DRAWINGS. <br />SINGLE BEARING15-203]TYP. <br />OPEN WEB JOIST DETAILS — SLOPED ROOF15-2bi <br />PARALLEL" <br />TO JOIST15-20:2] <br />SCALE: 3/4 = 1'-0" <br />15-2041 <br />SCALE: 3/4 1 0 <br />NOTE #1 <br />2X6 LOOKOUTS <br />BM OR JOIST <br />HEADER PER <br />024" O.C. <br />-41 <br />HEADER PER <br />ROOF FRAMING <br />ROOF FRAMING <br />PLAN. <br />2X10 R.S. CEDAR SIMPSON H10 <br />� <br />SIMPSON A34 AT <br />� <br />I <br />I <br />PLAN <br />FASCIA <br />END OF EA. 2X6 <br />SEAT <br />� � � � � <br />GABLE ENDWALL <br />Af <br />OPNG <br />I <br />PROVIDE FRAMES <br />FOR OPENINGS 8" <br />TRUSS W/WEBS <br />OR MORE (LARGER <br />DESIGN TO SPAN <br />-F <br />DIMENSION OR DIA.) <br />INCLUDING ROOFVDRAINS <br />FROM TOP OF <br />SIMPSON A34 <br />OWNI <br />do SUMPS <br />® <br />® <br />WALL TO ROOF DECK 2X6 AT 24" O.C. <br />INT. MEMB. 02'-0" O.C. MAX <br />AT EA.BRACE <br />FRAME PLAN <br />® <br />1 /2" PLY WOOD TO BE FLUSH W/ CMU <br />® <br />Q P <br />PER <br />SIMPSON A34 AT <br />CT <br />32" O.C. <br />BAN <br />24" O.C. <br />SEAT SAME SIZE 1/4 2" <br />AS SUPPORT FRAME <br />• <br />O <br />11'-4" <br />T.O.BLOCK ' <br />.`1. • <br />r <br />• f ' j rr <br />SIMPSON A34 <br />..� ' <br />' <br />AT EA BRACE <br />FLAT BOTTOM <br />SHOP WELD <br />.•j <br />16d NAILS 0 6" ., <br />TRUSS <br />,Y <br />SEAT DETAIL <br />O.C. ALL ALONG it ;•'• <br />P.T. 2X6 CONT. W/1/2"0 <br />NOTES: <br />SIMPSON STRONG -TIE CC66. <br />ENDS- TYP. <br />A.B.'s & 1/2" FLAT WASHERS <br />P.T. WOOD <br />CONNECTION PER SIMPSON <br />SPECIFICATION. <br />•j' <br />0 24" O.C. <br />1. ANGLES ALL SIDES UNLESS BEAMS SHOWN ON PLAN: <br />POST PER <br />P.T. WOOD POST SIMPSON <br />L2X2X3/8 FOR "W" < 2'-0" <br />FOUNDATION <br />PER FOUNDATION STRONG -TIE CC66 <br />L3X3X3/8 FOR "W" < 4'-0" <br />PLAN. <br />PLAN. WITH HW. <br />L4X4X3/8 FOR -W- 6'-0" <br />ATTACHED TO <br />BOND BEAM SEE 5/S5.0 <br />2. FOR "W" > 6'-0" USE L OR "W" BEAM. VERT LEG OF <br />POST PER <br />SIMPSONSPECIFICATION. <br />L OR DEPTH OF W BM. ? SPAN (IN.) - 24 MIN. <br />THICKNESS = 1/4". <br />TYP. ROOF OPN'G. 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No. 43453 <br />P. <br />It 'IO <br />(D <br />t o <br />to LO O <br />- <br />n n r- <br />c <br />a 0CD <br />• <br />00 00 <br />Z rZ <br />0 <br />O O <br />� 'IT <br />0 c o <br />O `~ <br />O <br />S <br />CL <br />C <br />C <br />Q <br />N 00 <br />c CN <br />>M <br />o <br />v 0_ <br />U0 <br />� <br />N <br />D <br />} <br />C y-.. <br />0 <br />O <br />-r) <br />U <br />c <br />0 <br />� 0 <br />0� <br />Lr) cn O <br />Z <br />o <br />N <br />o 04 <br />�I <br />Z (n <br />o <br />o <br />J W <br />� W <br />NnN <br />o� E <br />V Mau <br />N <br />d <br />Z <br />Z <br />QOZ <br />�oL-m <br />a <br />�UW <br />o-oc <br />go`v� <br />Q00� <br />a. C14 <br />N 0 M <br />0�0 <br />Qc copyright <br />0 <br />a� <br />CV <br />to <br />� M <br />� M <br />� O <br />> <br />5 _O <br />0 `+- <br />O N <br />CA s <br />O s <br />1,O N <br />revisions: <br />d rawn : sc/d m <br />checked: rd <br />date: 1-15-08 <br />prof. no: P07-15B <br />S3.03 <br />P:\2000 Projects\2002 R K Collaborative\2002-010 Sonnys Prototype - Zephyrhllls\Sdwg\S3.01 thru S3.05.dwg, 2008-02-27 1:37:19 PM, Noel <br />Signature Date <br />