Laserfiche WebLink
NOTES <br />1. EXTEND JOINT VERTICALLY FROM TOP OF FOOTING TO ROOF. <br />2. DISCONTINUE AT INTERMEDIATE TIE REAMS AND ROOF TIE BEAMS. <br />3. SCORE ALL TIE EIEAMS ON BOTH SIDES OF WALL TO MATCH JOINT. <br />4. SPACE JOINTS A F 26'-0" O.C. MAXIMUM. <br />5. SEE PLAN FOR LOCATIONS <br />CONT. JOINT FROM TOP/FTG. <br />LINE 112 CAVITY W/ TO BOT./ROOF TIE BM. (DISCONT. AT <br />BLDG. PAPER & COHC. TIE BMS.) (RAKE & CAULK) <br />FILL W/ MORTAR <br />(1) # 5 CONT. AT <br />EA. SIDE OF JT. <br />O P T O N 1 DISCONT. JT. REINF. <br />DISCONT. JT. REINF. @ M.C.J. <br />@ M.C.J. <br />RAKE JOINT & CAULK — PREMOLDED RUBBER INSERT <br />OPTION 2 <br />5/4' <br />REFER TO 5/A8.4 <br />REBAR EA SIDE OF <br />MCJ. <br />MASONRY CONTROL <br />JOINT <br />MCJ DOES NOT PASS <br />THROUGH BOND BEAM. <br />BOND BEAM PER PLAN <br />c <br />90° HOOK DOWEL <br />DOWEL <br />� OUT OF LINTEL <br />(1) VERTICAL @ <br />EACH OF (2) <br />ADJACENT CELL <br />ZA <br />F1 <br />\N1 <br />I <br />6 <br />(TYP.) <br />(TYP.) <br />(TYP.) <br />PRECAST <br />CONCRETE <br />LINTEL <br />A <br />OPENING <br />TYPICAL <br />K.O. BLOCK <br />i <br />v J 90' STD. HOOK v <br />INTO K.O. BLOCK <br />3/411 11_D 11 <br />ROOF TIE BEAM. <br />HORIZ. REINF. TO BE <br />CONTINUOUS THROUGH <br />COLUMN. (NOT SHOWN) <br />'1iYY <br />TURN 1/2 BLOCK ON IT <br />EVERY OTHER COURSE <br />CONC. POUR TO BE KI <br />MAS. ALTERNATE: DOVE <br />ANCHORS @ 16" O.C. <br />SLAB -ON <br />SEE SCHEDU <br />FOOTING & <br />SIZES & REI <br />BLOCK & F1 <br />5/411 1 _OII <br />MIN PL THICKNESS TO <br />MATCH BEAM WEBS <br />-- ADD K.O. BLOCK <br />W/ (1) #5 FOR <br />OPENING �1 8'-O" <br />—(1) #5 REBAR FOR <br />8" WIDE LINTEL & <br />(2) #5 REBAR FOR <br />12" WIDE LINTEL <br />REINFORCED <br />MASONRY WALL <br />ELEV. _ <br />PER ARCH. <br />— (1) #5 REBAR FOR <br />8" WIDE K.O. BLK. & <br />(2) #5 REBAR FOR <br />12" WIDE K.O. BLK. <br />PARADFT pFR DI AEI <br />L STEEL GIRDER. <br />EE PLAN FOR SIZE <br />rlrn-71nni n <br />1/2" ISOLATION <br />JOINT <br />COPE BEAM STD. AISC DOUBLE ANGLE SHEAR CONN. <br />FLANGES AS REQ'D ALL CONNECTIONS BOLTED. <br />(NOTE BOLTS IN SINGLE SHEAR) <br />BEAM <br />"I SHEAR CONN. PL <br />NOTE: SEE STRUCTURAL SPEC'S FOR CONNECTION DESIGN <br />MGM <br />ANGLE T( <br />FLANGE <br />" 16LE' <br />THAN <br />COPE E <br />FLANGE <br />16" LESS <br />THAN.> t <br />COL. WEB <br />5/411 e 11_011 <br />< COL. <br />"Flue <br />HOOK BARS INTO <br />BOND BEAM <br />REINFORCEMENT - SEE <br />PLANS AND SECTIONS <br />#9 WIRE LADDER TYPE <br />HORIZONTAL REINFORCEMENT <br />SEE LAP SCHEDULE <br />CLEAN -OUT REQUIRED AT <br />ALL FILLED CELLS FOR <br />HIGH LIFT GROUTING <br />WALL FOOTING <br />BEAM <br />COL. <br />)NN. > <br />STD. AISC SHEAR CONN. <br />(NOTE BOLTS IN SINGLE SHEAR) <br />MIN > THICKNESS TO <br />MATCH BEAM WEB <br />NOTE: SEE STRUCTURAL SPEC'S FOR CONNECTION DESIGN <br />L3X3X1 /4 <br />DIVISION 3 - CONCRETE <br />052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL <br />NOTES FOR LAP SPLICE INFO.) <br />052200 .A 6 X 6 X 1.4/1.4 W.W.M. (TYP) <br />033000 .A CONCRETE FLOOR SLAB <br />B CONCRETE FOOTING <br />.G CA5T-IN-PLACE CONCRETE BEAM <br />D CAST -IN -PLACE CONCRETE COLUMN <br />034100 .A PRE -CAST CONCRETE LINTEL (8" MIN. BR&J <br />054500 .A PRE-ENGINEERED, PRE -CAST WALL PANEL <br />056200 .A 1-1/2" HIGH 5TREN6TH NON -SHRINK &ROUT (U.N.O.) <br />DIVISION 4 - MASONRY <br />040516 A GROUT <br />040515 A MORTAR <br />040511 A LADDER TYPE MASONRY REINFORCEMENT <br />W/ ADJUSTABLE BRICK TIE (16A. MIN.) <br />040525 .A CONT. COPPER FACED THROUGH -WALL FLA5HIN& <br />B WEEP HOLES @ 16" O.G. <br />G 1/2" EXPANSION JOINT MATERIAL s SEALANT <br />042200 .A 8" GONGRETE MASONRY UNIT (U.N.O.) <br />B 8" CONCRETE KNOCK -OUT BLOCK (U.N.O.) <br />DIVISION 5 - METALS <br />050515 A GALVANIZED STEEL ANGLE <br />.B GALVANIZED STEEL PLATE <br />.G 6ALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) <br />D GALVANIZED TUBE STEEL <br />E MISCELLANEOUS STEEL (GALVANIZED) <br />050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FA5TENER5 <br />.B GALVANIZED ANCHOR BOLTS/THRU BOLTS <br />W/ WA5HER5 <br />G 5TAINLE55 STEEL LAC, 5GREW <br />051223 A STEEL COLUMN (SEE FRAMING PLAN) <br />B STEEL TUBING (SEE FRAMING PLAN) <br />G STEEL BEAM (SEE FRAMING PLANS) <br />053000 .A METAL DECKING (SEE FRAMING FLOOR PLANS) <br />DIV15ION 6 - WOOD, PLASTICS 4 COMPOSITES <br />060523 .D 1/2" (P ANCHOR BOLT @ 52" O.G. MAX. <br />W/ 6" MIN. EMBEDMENT <br />.E 5/4" 0 HOOKED ANCHORS W/ 6" MIN. EMBEDMENT <br />061000 .A IX PRE55URE TREATED WOOD <br />.B 2X PRE55URE TREATED WOOD <br />061600 .A 1/2" COX PLYWOOD <br />:B 3/4" MARINE GRADE PLYWOOD <br />064100 .A CUSTOM WOOD CABINETS <br />064211 A PLASTIC LAMINATE FACED AD. PLANKS <br />DIVISION 1 - THERMAL 4 M015TURE PROTECTION <br />011300 A W.R. GRACE ICE 8 WATER SHIELD <br />.B W.R. &RAGE DERMA BARRIER MEMBRANE <br />011400 .A BITUMA5TIG WATERPROOFING - <br />(50NNEBORN HLM5000) <br />011100 A VOLTEX BENTONITE 6EOTEXTILE WATERPROOFING <br />012113 A 5/4" R161D INSULATION $ VAPOR BARRIER <br />012116 A 3 1/2" BATT INSULATION (R-I I) <br />.B 6" BATT INSULATION (R-Icl) <br />012126 A WATER BLOWN FOAM INSULATION (R-38) <br />W/ THERMAL BARRIER A5 REQ'D. <br />.B GORE -FILL 500 GMU FOAM INSULATION (R-14) <br />012500 .A W.R. 6RAGE DERMA BARRIER FLASHING, <br />.B 10 MIL. GLASS "A" 5TE60 WRAP VAPOR RETARDER <br />C 30# FELT <br />014215 A FLAT SEAM METAL WALL PANEL SYSTEM <br />015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) <br />.B 51 PLA5T PARAD I ENE 20 76/30 T& <br />ROOF MEMBRANE. TORCH I PLY PARADIENE <br />20 T6, THEN TORCH A FINISH PLY OF PARADIENE <br />30FRT6. ALL VERT. FLA5HIN65 SHALL <br />BE VERAL 2 PIECE PRE PTO. ALUM. FLA5HIN6 <br />.G NON-COMBUSTIBLE CANT STRIP <br />D PARAPRO 123 FLA5HIN6 SYSTEM <br />016200 .A 2 PIECE PRE PTO. ALUM. FLA5HIN6 <br />.B PRE PTO. ALUM. FLA5HIN6 <br />.G PRE PTO. ALUM. DRIP EDGE <br />.D PRE PTO. ALUM. TRIM <br />.E PRE -PAINTED ALUM. GAP FLASHING <br />.F ALUM. WATER TIGHT UMBRELLA <br />016500 .A 4" VYCOR PLUS SELF -ADHERED FLA5HIN& <br />011115 A PRE -PAINTED ALUM. GOPI N6 ASSEMBLY <br />011213 A PRE -FABRICATED ALUM. HVAG CURB <br />011100 A 51LICONE SEALANT/CAULKING <br />$ BACKER ROD (DOA lg0) <br />.B COMPRESSIBLE FILLER 4 SEALANT <br />DIV15ION 8 - OPENIN65 <br />051113 A HOLLOW METAL DOOR FRAME <br />.B HOLLOW METAL DOOR <br />051400 .A WOOD DOOR (SEE DOOR SCHEDULE) <br />084313 A ALUMINUM STOREFRONT <br />.B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER <br />G ALUMINUM STOREFRONT DOOR <br />054415 A ALUMINUM CURTAIN WALL <br />051100 .A ALUMINUM THRESHOLD <br />OS8100 .A 1/4" MIN. TEMPERED GLA55 <br />.B 1/4" MIN. SPANDREL 6LA55 <br />DIV151ON g - FIN15HF-5 <br />012215 A METAL FURRING $ LATHING, SYSTEM <br />.B 7/8" HAT CHANNEL c 24" O.G. (MAX.) <br />Og2216 A MTL. 5TU05 ® 24" O.G. (SEE PLANS FOR SIZE) <br />.B 2 1/2" MTL. STUD TRACK <br />Og2236 .A ZING COATED METAL LATH <br />Og2423 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. <br />.B STUCCO REVEAL (FRY REGLET) <br />G J-STOP (FRY REGLET JDM 625) <br />D 5TUGG0 CONTROL JOINT. PLASTIC OR 6ALV. MTL. <br />Og2813 A DUR-ROCK <br />012816 A 5/8" DEN5-67LAS GOLD (6EOR&IA PACIFIC) <br />.B 5/5" DEN5-5HIELD (6EOR61A PACIFIC) <br />G 5/8" DENS -DECK ((5EOR6IA PACIFIC) <br />0g21100 .A 6YP5UM WALLBOARD (SEE WALL TYPES) <br />B 5/8" TYPE 'X' GYPSUM WALLBOARD <br />G FRY-REGLET (DRM 625-625) <br />D FRY-REGLET <br />Og5123 A ACOUSTICAL CEILING TILE <br />Og6513 A VINYL OR RUBBER BASE <br />016800 .A CARPET <br />DIVISION 10 - SPECIALTIES <br />101400 A 516NA6E <br />1028I6 A MIRROR <br />DIVISION 12 - FURNISHINGS <br />125600 A SOLID SURFACING (CORIAN MIN. 1/2" THICK) <br />DIVISION 26 - ELECTRICAL <br />265100 A INTERIOR LIGHTING FIXTURE <br />265600 .A EXTERIOR LIGHTIN6 FIXTURE <br />DIVISION 31 - EARTHWORK <br />512523 .A GLEAN COMPACTED, TERMITE <br />TREATED FILL (TYP.) <br />DIVISION 31 - EXTERIOR IMPROVEMENTS <br />321313 A CONCRETE WALK <br />0 revision by <br />0 <br />0 <br />0 <br />klar and klar <br />architects inc. <br />28473 u.s. 19 n. <br />clearwater, fl 33761 <br />EA <br />LU <br />American Institute of Architects <br />member firm <br />❑ Roberta S. Klar <br />Z Steven L. Mar <br />AA 0002321 <br />❑ Preliminary <br />® Permitting Set <br />�j Construction Set <br />Date: <br />0�.06.15 <br />Drawn: <br />5K/HE/KN <br />Sheet: <br />A��A <br />Of: <br />