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I. PRECAST CONCRETE DE516N MANUFACTURE AND ERECTION SHALL CONFORM TO AGI <br />515 AND PC MANUAL 116. <br />2. PRECAST DE516N LOADS: <br />A) PRECAST MEMBERS SHALL BE CAPABLE OF SUPPORTING THE 5UPERIMP05ED <br />LOADS AS GIVEN IN THE CONTRACT DOCUMENTS, IN ADDITION TO THE <br />5ELF-WE16HT OF THE PRECAST MEMBER, TOPPIN65, ETC. <br />B) EFFECTS TO BE CONSIDERED BY THE PREGA5T DE516N ENGINEER IN THE <br />DESIGN OF THE PRECAST ELEMENTS AND CONNECTIONS INCLUDE, BUT ARE NOT <br />LIMITED TO, THE FOLLOWING: <br />I) GRAVITY <br />2) NIND <br />3) 5E15MIG <br />4) DIFFERENTIAL TEMPERATURE BETWEEN PANEL FACES <br />5) ECCENTRICITY OF APPLIED LOADS <br />(0) LATERAL EARTH PRESSURE <br />7) LOADS FROM MATERIALS SUPPORTED BY PANELS <br />S) VOLUMETRIC GHAN6E5 DUE TO TEMPERATURE, CREEP AND SHRINKAGE <br />q) HANDRAIL5 <br />10) IMPACT ON PANELS DE5I6NED AS GUARDRAIL5 <br />11) BLA5TIN6 LOADS <br />12) ERECTION LOADS <br />15) LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH THE BUILDING <br />CODE <br />3. DE516N OF STRUCTURAL PRECAST ELEMENTS AND THEIR CONNECTIONS SHALL BE <br />THE SOLE RESPONSIBILITY OF THE MANUFAGTURER'5 DELEGATED ENGR. <br />4. SUBMIT SHOP DRAWINGS, DE516N LOAD DATA, AND SUPPORT REACTIONS OF <br />PRECAST ELEMENTS AND THEIR CONNECTIONS SIGNED AND SEALED BY AND <br />ENGINEER LICENSED IN THE PROJECT STATE. REVIEW SHALL BE FOR CONFORMANCE <br />WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF <br />MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND <br />CONTRACT DOCUMENT DE7AIL5. SUGH REVIEN SHALL NOT RELIVE THE CONTRACTOR <br />OF THE FULL RESPONSIBILITY FOR THE DESIGN OF THE PRECAST AND PREGA57 <br />CONNECTIONS NOT SPECIFIED IN THE CONTRACT DOCUMENTS. <br />5. SUBMIT REACTIONS OF ALL PRECAST ELEMENTS SUPPORTED BY STRUCTURAL <br />ELEMENTS 5HONN ON THE DRAWINGS. <br />b. CONCRETE FOR PRECAST MEMBERS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE <br />STRENGTH OF 5000 P51. <br />7. FOR OPENINGS AND EMBEDDED ITEMS, CONTRACTOR SHALL COORDINATE WITH <br />ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING CONTRACT DOCUMENTS. <br />a <br />OL T.O.W. <br />I(o'-O" <br />OIL T.O. BEAT` <br />14'-0" <br />FIN. FLR. <br />z <br />O <br />> <br />0 <br />t� (a <br />EMBED PLATE $ <br />L ,L <br />N/ EPDXY BOLTS <br />O <br />PRE-CA5TER. (PRc <br />11J <br />Q <br />DO NC <br />OR GC <br />w <br />THAN <br />BOT./f <br />2 <br />'F�IRE-CA57 �SALL SECTION (AL 51 <br />/21I = 11_0 <br />II <br />NOTE: <br />- ALL INTERIOR FACES OF WALL PANELS HILL BE KEPT <br />EXPOSED AND UNPAINTED. <br />DIVISION 3 - CONCRETE <br />052100 .A REINFORCEMENT STEEL BARS (SEE STRUCTURAL <br />NOTES FOR LAP SPLICE INFO.) <br />052200 .A (b X 6 X 1.4/1.4 W.W.M. (TYP) <br />055000 .A CONCRETE FLOOR SLAB <br />.B CONCRETE FOOTING <br />.G GAST-IN-PLACE CONCRETE BEAM <br />.D GA5T-IN-PLACE CONCRETE COLUMN <br />054100 .A PRE-GA5T CONCRETE LINTEL 0' MIN. 5R6.) <br />054500 .A PRE-ENGINEERED, PRE-GAST WALL PANEL <br />036200 .A 1-1/2" HIGH STRENGTH NON -SHRINK GROUT (U.N.0) <br />DIVISION 4 - MASONRY <br />040516 A GROUT <br />040515 A MORTAR <br />04051q A LADDER TYPE MA50NRY REINFORCEMENT <br />W/ ADJUSTABLE BRICK TIE (g&A. MIN.) <br />040523 .A GONT. COPPER FACED THROUGH -WALL FLASHING <br />.B WEEP HOLES @ 16" O.G. <br />.G 1/2" EXPAN51ON JOINT MATERIAL 4 SEALANT <br />042200 .A 8" CONCRETE 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 GALVANIZED STEEL CHANNEL (SEE FRAMING PLAN) <br />.D 6ALVANIZED TUBE STEEL <br />.E MISCELLANEOUS STEEL (GALVANIZED) <br />050525 .A HIGH DOMED, GAPPED, AND 6A5KETED FASTENERS <br />B GALVANIZED ANCHOR BOLT5/7HRU BOLTS <br />N/ WA5HER5 <br />G 5TAINLE55 57EEL 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 DEGKIN6 (SEE FRAMING FLOOR PLANS) <br />OIVI510N 6 - WOOD, PLASTICS 8 COMPOSITES <br />060523 .D 1/2" (P ANCHOR BOLT @ 52" O.G. MAX. <br />W/ 6" MIN. EMBEDMENT <br />.E 3/4" 0 HOOKED ANCHORS N/ 6" MIN. EMBEDMENT <br />061000 .A IX PRESSURE TREATED WOOD <br />.B 2X PRESSURE TREATED WOOD <br />061600 .A 1/2" COX PLYWOOD <br />.B 3/4" MARINE GRADE PLYWOOD <br />064100 .A CUSTOM WOOD CABINETS <br />06421q A PLASTIC LAMINATE FACED ND, PLANKS <br />DIVISION 7 - THERMAL $ M015TURE PROTECTION <br />011500 A W.R. GRADE ICE s WATER SHIELD <br />.B W.R. 6RAGE PERMA BARRIER MEMBRANE <br />071400 .A 5ITUMA5TIC WATERPROOFING - <br />(50NNEBORN HLM5000) <br />011100 A VOLTEX BENTONITE GEOTEXTILE WATERPROOFING <br />012113 A 5/4" RIGID INSULATION $ VAPOR BARRIER <br />072116 A 3 1/2" BATT INSULATION (R-I I) <br />.B 6" BATT INSULATION (R-Iq) <br />012126 A WATER BLOWN FOAM INSULATION (R-38) <br />N/ THERMAL BARRIER A5 REO'D, <br />.B GORE -FILL 500 GMU FOAM INSULATION (R-14) <br />072500 .A W.R. 6RAGE PERMA BARRIER FLASHING <br />.B 10 MIL. GLASS "A" 5TE60 WRAP VAPOR RETARDER <br />.G 30# FELT <br />014213 A FLAT SEAM METAL WALL PANEL SYSTEM <br />075200 .A MODIFIED BITUMEN ROOFING (51PLA57) <br />.B 51PLA5T PARADIENE 20 T6/30 T6 <br />ROOF MEMBRANE. TORCH I PLY PARADIENE <br />20 T6, THEN TORCH A FIN15H PLY OF PARADIENE <br />30FRT6. ALL VERT. FLA5HIN65 SHALL <br />BE VERAL 2 PIECE PRE PTO. ALUM. FLASHING <br />C NON-COMBUSTIBLE GANT STRIP <br />.D PARAPRO 123 FLASHING SYSTEM <br />076200 .A 2 PIECE PRE PTO. ALUM. FLA5HIN6 <br />.B PRE PTO. ALUM. FLASHING <br />.G PRE PTO. ALUM. DRIP EDGE <br />.D PRE PTO. ALUM. TRIM <br />.E PRE -PAINTED ALUM. GAP FLASHING <br />.F ALUM. WATER 716HT UMBRELLA <br />076500 .A 4" VYCOR PLUS SELF -ADHERED FLASHING <br />077113 A PRE -PAINTED ALUM. GOPIN6 A55EMBLY <br />077215 A PRE -FABRICATED ALUM. HVAG CURB <br />07g100 A 51LICONE SEALANT/CAULKING <br />4 BACKER ROD (DON 7010) <br />.B GOMPRE551BLE FILLER $ SEALANT <br />DIVISION 8 - OPENINGS <br />051113 A HOLLOW METAL DOOR FRAME <br />.B HOLLOW METAL DOOR <br />051400 .A WOOD DOOR (SEE DOOR SCHEDULE) <br />054515 A ALUMINUM STOREFRONT <br />.B ALUMINUM FLA5HIN6 BY CURTAIN WALL INSTALLER <br />,G ALUMINUM STOREFRONT DOOR <br />084413 A ALUMINUM CURTAIN WALL <br />081100 .A ALUMINUM THRESHOLD <br />055100 .A 1/4" MIN, TEMPERED 6LA55 <br />.B 1/4" MIN. SPANDREL 6LA55 <br />DIV15ION q - FINISHES <br />Og2213 A METAL FURRING $ LATHING SYSTEM <br />.B 7/8" HAT CHANNEL @ 24" O.G. (MAX.) <br />0g2216 A MTL. 5TUD5 @ 24" O.G. (SEE PLANS FOR SIZE) <br />.B 2 1/2" MTL. STUD TRACK <br />012256 .A ZING COATED METAL LATH <br />012425 .A 5/8" MIN. STUCCO, SAND FINISH, U.N.O. <br />.B STUCCO REVEAL (FRY REGLET) <br />.G J-570P (FRY RE61LET JDM 625) <br />.D STUCCO CONTROL JOINT. PLA5TIG OR GALV. MTL. <br />0g2bO A DUR-ROCK <br />012816 A 5/8" DEN5-GLA5 GOLD (GEORGIA PACIFIC) <br />.B 5/8" DEN5-5HIELD (6EOR61A PACIFIC) <br />.G 5/8" DEN5-DEGK (6EORGIA PACIFIC,) <br />Og2g00 .A GYPSUM WALLBOARD (SEE NALL TYPES) <br />.B 5/6" TYPE 'X' GYPSUM WALLBOARD <br />.G FRY-RE6LET (DRM 625-625) <br />.D FRY-REGLET <br />0015123 A ACOUSTICAL CEILING TILE <br />0g6513 A VINYL OR RUBBER BASE <br />016800 .A CARPET <br />DIV15ION 10 - SPECIALTIES <br />101400 A 516NA&E <br />102816 A MIRROR <br />DIVISION 12 - FURNISHINGS <br />123600 A 50LID 5URFAGING (GORIAN MIN. 1/2" THICK) <br />DIV151ON 26 - ELECTRICAL <br />265100 A INTERIOR LIGHTING FIXTURE <br />265600 .A EXTERIOR LIGHTING FIXTURE <br />DIVISION 31 - EARTHWORK <br />312523 .A GLEAN COMPACTED, TERMITE <br />TREATED FILL (TYP.) <br />DIVISION 31 - EXTERIOR IMPROVEMENTS <br />321515 A CONCRETE WALK <br />