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COLUMN <br />1 1/2 <br />COLUMN <br />TYP. ALONG FLAT <br />SURFACES <br />2" BASE PLATE N/ <br />1554 GALVANIZED <br />�D5 N/ WA5HER5 <br />.IN6 NUTS. <br />N. <br />N <br />COLUMN - <br />(�V <br />l!1 <br />COLUMN <br />1 1/211 1 1/211 <br />51/2" 1- 51/2" 1- I- <br />TYP. ALONG FLAT <br />SURFACES <br />5/4"XI4"XI'-2" BASE PLATE W/ <br />(4) 3/4" iP F1554 GALVANIZED <br />ANCHOR R005 W/ WA5HER5 <br />AND LEVELING NUTS. <br />SEE SPEC. FOR / SEE SPEC. FOR <br />MAX. HOLE SIZE BASE PLATE MAX. HOLE SIZE BASE PLATE <br />051223.A (TYP.) -- <br />SECONDARY POUR <br />033000.A (TYP.) <br />032200.A (TYP.) <br />FIN. FLR. - ---- _..__...- <br />4 d— a p kX <br />LLE 036200.A (TYP.) <br />(V 4 d <br />SLOPE <br />Lu <br />_ <br />LU <br />072500.5 (TYP.) — = d ° Lll <br />— d � <br />312323.A (TYP.) - a <br />u <br />a ° <br />4 <br />d d <br />d <br />ry ad 4 d <br />° 4 p d 4 ao <br />d d 441 <br />p 4 <br />d <br />d 4 <br />�.............. ...... .... _..e..........-._ ..... <br />WIDTH (SEE SCHEDULE) <br />Ta <br />I i /211 = 1 1-01l <br />(2) #4 X 2'-0" <br />BARS (T�'P) -- —�\ <br />/211 = 11-011 <br />16"XI6" GONG. PIER W/ (4) #7 <br />DOWELS 4 #3 TIES @ 12" O.G. <br />033000.E (TYP.) <br />cm v <br />TER <br />TOP OF PIER <br />-0'-6" <br />033000.E (TYP.) <br />24" DIA. PIER IN/ (12) #6 DOWEL5 <br />#3 TIES @12" O.G. (MAX.) <br />;LR. <br />WIDTH (5EE SCHEDULE) <br />/211 e 11-011 <br />051223.A (TYP.) <br />036200.A (TYP.) <br />y <br />8 <br />w <br />N <br />my <br />033000.A (TYP.) <br />032200.A (TYP.) L005E LAYED STONES <br />(SEE MATERIALS MANUAL) <br />FIN. FLR. <br />a <br />�t- <br />Xp x `d.xcc <br />° 4. <br />a d <br />a d <br />° <br />4. d <br />p <br />x x x x <br />p - <br />312323.A (TYP.) d <br />012500.E (TYP.) 1 a 4 a <br />�r <br />d <br />012500.8 (TYP.)---I 8" I, �— (1) #5 CONT. <br />1 1/2 11 = 11-011 <br />COLUMN <br />1 1/211 1 1/211 <br />1. i. 51/2" 1. 51/2" 1- L <br />ry TYP. ALONG FLAT <br />SURFACES <br />N <br />5/4"XI4"XI'-2" BASE PLATE N/ <br />(4) 5/4"0 F1554 ANCHOR R0125 <br />COLUMN - W/ WA5HER5 AND LEVELING <br />NUTS. (ANCHOR R005 SHALL <br />u' EMBED g" INTO FOUNDATION) <br />N <br />SEE SPEC. FOR <br />MAX. HOLE SIZE BASE PLATE <br />051223,A (TYP.) <br />150LATE SLAB FROM 3 1/2" COL. 150LATION JOINT <br />SECONDARY POUR -! A5.2 I <br />ENCASE ALL STEEL BELOW <br />SLAB IN GONG. <br />d ° X , \J(/ <br />a 4 <br />a ° <br />1 <br />>.B (TYP.) ° a — <br />3„p d 4 LAP & TAPE FOR SLAB <br />a 4 POUR <br />4' <br />d ° ° 2ND POUR <br />° 036200.A (TYP.) <br />a <br />d 4 4. p . <br />d <br />4 ° d, e .'a. <br />° <br />4 a a <br />1 142 = I I-01 <br />1-1/211=11_011 <br />WIDTH (SEE SCHEDULE) <br />F=- I AID =11 Ir1= <br />Al TPPMeTE DIRECTION <br />BEND <br />5ECTION5 <br />3IN6 <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 />053000 .A CONCRETE FLOOR SLAB <br />B CONCRETE FOOTING <br />G CAST -IN -PLACE CONCRETE BEAM <br />D GA5T-IN-PLACE CONCRETE COLUMN <br />054100 .A PRE-GA5T CONCRETE LINTEL (8" MIN. BR&) <br />054500 .A PRE-ENGINEERED, PRE-GA5T WALL PANEL <br />036200 .A I-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.O.) <br />DIVISION 4 - MASONRY <br />040516 A GROUT <br />040515 A MORTAR <br />04051,11 A LADDER TYPE MA50NRY REINFORCEMENT <br />W/ ADJUSTABLE BRICK TIE (q6A. MIN) <br />040525 .A CONT. COPPER FACED THROUGH -WALL FLASHING <br />.B WEEP HOLES @ 16" O.G. <br />.G 1/2" EXPAN51ON JOINT MATERIAL $ SEALANT <br />042200 .A 8" CONCRETE MA50NRY UNIT (U.N.0) <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 GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) <br />.D GALVANIZED TUBE STEEL <br />.E MISCELLANEOUS STEEL (GALVANIZED) <br />050523 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS <br />.B GALVANIZED ANCHOR BOLT5/THRU BOLTS <br />W/WA5HER5 <br />G 5TAINLE55 STEEL LAG 5GREW <br />051225 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 />DIVISION 6 - WOOD, PLASTICS $ COMPOSITES <br />060523 .D 1/2" W ANCHOR BOLT @ 52" O.G. MAX. <br />W/ 6" MIN. EMBEDMENT <br />E 5/4" 0 HOOKED ANCHORS W/ b" MIN. EMBEDMENT <br />061000 .A IX PRE55URE TREATED WOOD <br />.B 2X PRE55URE TREATED WOOD <br />061600 .A 1/2" COX PLYWOOD <br />.B 5/4" MARINE GRADE PLYWOOD <br />064100 .A CUSTOM WOOD CABINETS <br />06421q A PLASTIC LAMINATE FACED WD. PLANKS <br />DIVISION 7 - THERMAL $ MOISTURE PROTECTION <br />011300 A W.R. &RAGE ICE $ WATER SHIELD <br />B W.R. &RAGE DERMA BARRIER MEMBRANE <br />011400 .A BITUMA5TIC WATERPROOFING - <br />(50NNEBORN HLM5000) <br />011100 A VOLTEX BENTONITE &EOTEXTILE NATERPROOFIN& <br />012115 A 5/4" RIGID INSULATION $ VAPOR BARRIER <br />072116 A 51/2" BATT INSULATION (R-II) <br />B b" BATT INSULATION (R-Iq) <br />012126 A WATER BLOWN FOAM INSULATION (R-38) <br />W/ THERMAL BARRIER A5 REG'D. <br />.B GORE -FILL 500 GMU FOAM INSULATION (R-14) <br />012500 .A W.R. &RAGE PERMA BARRIER FLA5HIN6 <br />.B 10 MIL. CLA55 "A" 5TE60 WRAP VAPOR RETARDER <br />.G 30# FELT <br />014213 A FLAT SEAM METAL WALL PANEL SYSTEM <br />015200 .A MODIFIED BITUMEN ROOFING (51PLA5T) <br />.B 51PLA5T PARADIENE 20 T&/30 T6 <br />ROOF MEMBRANE. TORCH I PLY PARADIENE <br />20 TG, THEN TORCH A FIN15H PLY OF PARADIENE <br />30FRT5. ALL VERT. FLA5HIN65 SHALL <br />BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING <br />.0 NON-GOMBU5TIELE CANT STRIP <br />D PARAPRO 125 FLA5HIN& 5Y5TEM <br />016200 ,A 2 PIECE PRE PTO. ALUM. FLASHING <br />.B PRE PTO. ALUM. FLA5HIN6 <br />.0 PRE PTO. ALUM. DRIP EDGE <br />.D PRE PTD. ALUM. TRIM <br />E PRE -PAINTED ALUM. GAP FLASHING <br />F ALUM. WATER TIGHT UMBRELLA <br />016500 .A 4" VYGOR PLUS SELF -ADHERED FLASHING <br />011113 .A PRE -PAINTED ALUM. COPING ASSEMBLY <br />011215 A PRE -FABRICATED ALUM. HVAG CURB <br />071100 A SILICONE SEALANT/CAULKING <br />6 BACKER ROD (DON 1q0) <br />.E COMPRESSIBLE FILLER 4 SEALANT <br />DIV1510N 8 - OPENINGS <br />051113 A HOLLOW METAL DOOR FRAME <br />.B HOLLOW METAL DOOR <br />081400 .A NOOD DOOR (SEE DOOR SCHEDULE) <br />084313 A ALUMINUM STOREFRONT <br />.E ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER <br />G ALUMINUM STOREFRONT DOOR <br />054413 A ALUMINUM CURTAIN WALL <br />051100 .A ALUMINUM THRESHOLD <br />055100 .A 1/4" MIN. TEMPERED 6LA55 <br />.B 1/4" MIN. SPANDREL GLASS <br />DIVISION g -FINISHES <br />012215 A METAL FURRING $ LATHING SYSTEM <br />.B 1/8" HAT CHANNEL ® 24" O.G. (MAX.) <br />012216 A MTL. STUDS @ 24" O.G. (SEE PLANS FOR SIZE) <br />.B 2 1/2" MTL. STUD TRACK <br />0g2236 .A ZING COATED METAL LATH <br />012425 .A 5/5" MIN. STUCCO, SAND FINISH, U.N.O. <br />.B STUCCO REVEAL (FRY REGLET) <br />.G J-STOP (FRY RE&LET JDM 625) <br />D STUCCO CONTROL JOINT. PLASTIC OR 6ALV. MTL. <br />012813 A DUR-ROCK <br />Og2816 A 5/5" DENS-&LA5 GOLD (SEOR(5IA PACIFIC) <br />.B 5/5" DENS -SHIELD ((5EOR&IA PACIFIC) <br />G 5/5" DENS -DECK (C 51A PACIFIC) <br />012500 .A 6YP5UM WALLBOARD (SEE WALL TYPES) <br />.B 5/5" TYPE W GYPSUM WALLBOARD <br />.G FRY-RE6LET (DRM 625-625) <br />D FRY-RE&LET <br />015125 A ACOUSTICAL CEILING TILE <br />016513 A VINYL OR RUBBER BASE <br />O%aOO .A CARPET <br />DIVISION 10 - 5PECIALTIE5 <br />101400 A 516NA6E <br />102516 A MIRROR <br />DIVISION 12 - FURNISHINGS <br />123600 A 5OLI12 5URFAGIN& (CORIAN MIN. 1/2" THICK) <br />DIV15ION 26 - ELECTRICAL <br />265100 A INTERIOR L16HTIN6 FIXTURE <br />265600 .A EXTERIOR LIGHTING FIXTURE <br />DIVISION 31 - EARTHWORK <br />512525 .A GLEAN COMPACTED, TERMITE <br />TREATED FILL (TYP.) <br />DIVISION 31 - EXTERIOR IMPROVEMENTS <br />521313 A CONCRETE WALK <br />a revision by <br />a <br />a <br />A <br />a <br />a <br />a <br />klar and klar <br />architects inc. <br />28473 u.s. 19 n. <br />clearwater, fl 33761 <br />tu <br />LU <br />tn <br />I----- <br />HA <br />® <br />SIC <br />American Institute of Architects <br />member firm <br />❑ Roberta S. Mar <br />® Steven L. Mar <br />AA 0002321 <br />❑ Preliminary <br />[gl Permitting Set <br />® Construction Set <br />Date: <br />0�.06.15 <br />Drawn: <br />5K/HE/KN <br />Sheet: <br />Of: <br />