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END SUPPORT <br />L4 X 4 X TYP. <br />SEE PLANS AND PLAN NOTES FOR <br />TYP. DET. 5-083 <br />END SUPPORT <br />�. <br />EA. END OFF UNIT <br />U <br />LOCATION OF GROUTED CELLS <br />L4 X 4 X 1/4 <br />ROOFTOP UNIT EDGE <br />1/4" TURNBUCKLE 1 /4" AIRCRAFT <br />STOP GROUT MIN 1 1/2" BELOW TOP <br />(HAND TIGHT) QQ CABLE PLASTIC <br />OF UNIT IF POUR IS STOPPED FOR <br />\ <br />END SUPPORT <br />NOT OVER TIGHTEN COATED <br />MORE THAN ONE HOUR <br />L4X4X1/4 <br />TYP. EA. END <br />MAX HEIGHT OF POUR = 8'-0". WAIT <br />��'� <br />-3/8- WELDED <br />3 TO 5 MINUTES AND CONSOLIDATE <br />INT. SUPPORT <br />TYP. DET. 5-083 <br />��'� <br />�� <br />t` �� <br />1 8 <br />RTU SEE PLAN EEBOLT PITCH <br />FOR LOCATION <br />WITH FLEXIBLE CABLE VIBRATOR. <br />RECONSOLIDATE LATER BEFORE <br />INT. SUPPORT I <br />i <br />POCKET <br />PLASTICITY IS LOST. WAIT MINIMUM <br />L4 X 4 X 1/4 L- <br />30 MINUTES BEFORE PLACING NEXT <br />O <br />BLOCKING <br />UNDER <br />LIFT. <br />w \ <br />/ <br />PRE FAB <br />71 <br />�' 5-084 <br />SUPPORT PAD CURB LOCATION <br />GROUT TO CONFORM TO ASTM C476. <br />z 0 < <br />3.0 <br />lYP 1 8 <br />�� <br />BY SUPPLIER (TIGHT FIT & NAIL) <br />IX DESIGN OSIZE E= <br />of a v <br />MAXIMSUBMUM AGGREGATE 3/8". <br />�noo <br />PL4X4X1/4 <br />O <br />SLUMP = 8" TO 10". DO NOT <br />z o <br />TYP. EA. END <br />USE SAME MIX AS USED FOR TIE <br />INT. SUPPORT L <br />BEAMS. <br />o< <br />L4X4X1/4 <br />END SUPPORT <br />PL. 3X3X1/4 <br />� ® <br />PREFAB WOOD <br />TRUSS TOP �- <br />PROVIDE CLEAN OUT HOLE MINIMUM <br />CHORD o _ o � TACK WELD <br />SIZE 3"x 3". ALL OVERHANGING <br />INT. SUPPORT <br />DOUBLE L3 X N CL N NUT TO BOLT <br />MORTAR AND DEBRIS TO BE REMOVED <br />ROOFTOP UNIT SEE <br />L4 X 4 X 1/4 <br />3 X y4■ W/ �■ <br />FROM INSIDE THE CELL WALLS. SEAL <br />PLAN FOR LOCATION <br />PL 4 X 4 X 1/4 <br />SPACER PLATE <br />PRIOR TO GROUTING, BUT AFTER <br />INSPECTION. <br />TYP. EA. END <br />® 30 t O.C. PROVIDE NAIL HOLE <br />FOR 16d NAIL, TYP. <br />R <br />ROOFTOP UNIT <br />EDGE <br />® EACH TRUSS <br />` <br />NOTE: <br />DO NOT GROUT UNTIL MORTAR HAS <br />END SUPPORT <br />INTERIOR SUPPORT <br />SET SUFFICIENTLY TO WITHSTAND <br />,. <br />L4X4X1/4 r <br />NOTES: <br />THE PRESSURE OF THE GROUT. WAIT <br />NOT LESS THAN 24 HOURS. <br />1. DESIGN TOP CHORD OF TRUSS FOR A 200# UPLIFT FORCE FROM ROOF <br />TOP UNIT. VERIFY LOCATIONS WITH MECHANICAL DRAWINGS. <br />2. PROVIDE 2X4 BLOCKING AT 12" O.C. UNDER PRE-FAVRICATED CURB <br />TYP. HIGH LIFT GROUTING SECTION <br />ROOF TOP UNIT <br />ROOF TOP UNIT <br />WHEN CURB IS PARALLEL TO ROOF TRUSSES. (TIGHT FIT AND NAIL) <br />ANCHOR PLAN DETAIL 5-082 <br />SUPPORT DETAILS <br />5-083 <br />RTU ANCHOR DETAIL 5-084 <br />5-204 <br />SCALE: 1 /2" = 1'-0" <br />NO SCALE <br />NO SCALE <br />HEADER PER <br />2 <br />Q <br />HEADER PER <br />ROOF FRAMING <br />ROOF FRAMING <br />PLAN. <br />PLAN <br />PROVIDE SIMPSON MSTA36 STRAP <br />ATTACH SIMPSON TIE <br />>• <br />11E FROM BLOCKING TO BLOCKING <br />CENTERED ON FIRST TRUSS FROM <br />PER MANUF. SPECS <br />6" MIN. <br />® <br />2 <br />EMBED <br />WALL NAIL TO BLOCKING PER <br />CMU WALL <br />MANUF. SPECS. PROVIDE STRAP AT <br />`.I.., <br />SEE PLAN <br />48" O.0 TO MATCH LOCATION OF <br />LTTI31 TIES 0 48" O.0 <br />PfR PLAN <br />`wEiR2;" <br />TOP OF TRUSS <br />2 X 8 BLOCKING <br />EL.= SEE PLAN <br />Q <br />O <br />® 24" O.0 (MAX) <br />' <br />I... <br />0 <br />ROOF TRUSS <br />2 X 8 BLOCKING <br />O <br />SEE PLAN <br />® 24" O.0 (MAX) <br />SIMPSON LT1131 <br />TENSION TIE <br />® 48" O.0 <br />SIMPSON S11RONG-TIE CC66. <br />P.T. WOOD <br />CONNECTION PER SIMPSON <br />CONT. 2 X 8 <br />POST PER <br />SPECIFICATION. <br />P.T. WOOD POST SIMPSON <br />LEDGER BOARD <br />FOUNDATION <br />PER FOUNDATION STRONG -TIE CC66 <br />PLAN. <br />PLAN. WITH HW. <br />ATTACHED TO <br />POST PER <br />TYPICAL <br />WOOD BEAM TO <br />SIMPSON <br />SPECIFICATION. <br />COLUMN <br />CONNECTION <br />TYPICAL WOOD BEAM TO <br />TYPICAL SIDE WALL STRAP TIE DETAIL <br />6-0601 <br />16-0 <br />COLUMN CONNECTION 16-042-1 <br />SCALE: 3/4" = 1'-0" <br />2X6 LOOKOUTS <br />3z1 " "31" <br />024" O.C. <br />Z <br />2X10 R.S. CEDAR <br />SIMPSON H10 <br />SIMPSON A34 AT <br />END OF EA. 2X6 <br />FASCIA <br />GIRDER TRUSS, <br />VERIFY INSIDE CLEAR DIM. <br />AE <br />W/ PRE-ENG. TRUSS <br />VERT. MEMBER MUST BE <br />L <br />SHOP DRAWINGS <br />Ex <br />­z <br />x <br />> DESIGNED TO WITHSTAND <br />GABLE ENDWALL <br />UPLIFT LOADING <br />(4) 1"0 11HRU BOLTS <br />TRUSS W/WEBS <br />DESIGN TO SPAN <br />FROM TOP OF <br />SIMPSON A34 <br />> 1 /2" THICK PLATE <br />d <br />WALL TO ROOF DECK <br />2X6 AT 24" O.C. <br />AT EA.BRACE <br />t <br />INT. MEMB. ®2 -0 O.C. MAX <br />1/2" PLY WOOD TO BE FLUSH <br />W/ CMU <br />2X4'S AT <br />�* <br />SIMPSON A34 AT <br />32 O.C. <br />- - T CONC COL. <br />T CONC CO <br />24" O.C. <br />r U.SIDE WD TRUSS <br />U.SIDE WD TRUSS <br />J <br />- <br />4 <br />T.O.BLOCK <br />•' i <br />EO EQ. <br />3-#3 U-BARS AT 24" <br />•-�N <br />(2) REBAR OR 1/2" X 1" PL. <br />` AS TIE WELD TO STEEL <br />A <br />' <br />I <br />I I <br />r <br />SIMPSON A34 <br />G <br />I I TOP OF COLUMN TYP.I <br />I s� SIDE PLATE <br />• s <br />AT EA BRACE <br />FLAT BOTTOM <br />3-#3 U-BAR$ AT11 24" <br />16d NAILS ® 6" <br />TRUSS <br />I <br />i TOP OF COLUMN TYP. <br />O.C. ALL ALONG <br />r. <br />P.T. 2X6 CONT. W/1/2"0 <br />I h <br />CONC. COL. SEE PLAN <br />CONC. COL. SEE PLAN <br />ENDS- TYP. <br />r <br />'*' : <br />A.B.'S & 1 /2" FLAT WASHERS <br />REINF. NOT SHOWN <br />REINF. NOT SHOWN <br />r. <br />r, } <br />® 24" O.C. <br />FOR CLARIFY <br />FOR CLARIFY <br />•:'~ <br />BOND BEAM SEE 5/S5.0 <br />NOTE: UPLIFT CONNECTION AT GIRDER <br />TRUSS WILL BE FINALIZED <br />RECEIPT OF SIGNED AND SEALED ROOF <br />TRUSS SHOP <br />DRAWINGS. <br />(> <br />WOOD GIRDER TRUSS TO TOP <br />TYPICAL OUTRIGGER DETAIL AT WOOD <br />TRUSS GABLE END <br />WALL 6-043 <br />OF CONCRETE COLUMN CONNECTION <br />16-044 <br />SCALE: 3/4' = 1'-O" <br />V) <br />}O}aLd LdZ <br />I-ww0 <br />OJWIx0 <br />uj 0CX M <br />w <br />uj <br />Cn 0 M <br />w 00 <br />Xx Q Npa~ <br />xxv), <br />O 00ON� <br />UZFnZ_ <br />F Q— <br />�~ <br />O O-LO <br />U z < <br />V) <br />O <br />Z O =UMZ <br />2 I--=p� <br />V)U <br />ZO HNx0 <br />F- w0(n <br />Q Vi o <br />O WOZ <br />Z QZU Z Z <br />CCUZ� J <br />Z mZ0O n- <br />w .Jww= <br />QC)UN Z <br />m u a-Z O <br />�rtl�ww Z <br />J = H_ O W <br />L� U=L,w w <br />0 <xLJ <br />m-i W <br />L, Owo� W <br />O (nFQU F <br />O <br />(n ZME: O <br />U <'0�� <br />XLLJli O <br />Z pZUO Z <br />ARMANDO A. CASTELLON, P.E. <br />FL. LI C. No. 43453 <br />fy <br />nature Date <br />O <br />� � O <br />r <br />_ <br />4� <br />1 I O <br />•� <br />C)co <br />O O <br />1' x <br />c <br />14 <br />O <br />.s <br />O <br />� <br />C <br />C3 <br />CZ <br />_ <br />O <br />o 00 <br />:3 CAI <br />M <br />O <br />u <br />C 7 <br />U <br />O <br />�-0 <br />c <br />L <br />- <br />L <br />0 <br />D <br />L0 V) O <br />Z <br />Z <br />CD <br />N <br />LI..I <br />0 <br />cm N <br />c <br />J <br />LLI <br />M <br />Lu <br />Z <br />o <br />cn�N z <br />in <br />Z <br />o <br />cn T .0 a <br />a0Z <br />W��� <br />U <br />ui <br />} � LLC <br />V0o� <br />LL CO V <br />uj E <br />3a.a. o <br />22 <br />20 02 w <br />igi <br />(D copyright <br />t= <br />R <br />revisions: <br />0 <br />V <br />z Q9, <br />o I0 <br />CN <br />LO <br />C") <br />-2 CM <br />O 0 <br />> _0 <br />N <br />D O <br />O ,} <br />0 <br />s <br />O s <br />'O CL <br />*-O N <br />Q2 <br />9/18/2008 <br />steel roof/wood roof <br />drawn: <br />checked: <br />date: <br />prof. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S3eO3 <br />