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( A <br />P <br />• <br />• <br />• <br />o <br />NOTES <br />1) Y STRUCTURAL TOPPING OVER ALL PRECAST FLOOR PLANK. <br />MASONRY Norms <br />I) ALL MASONRY HAS BEEN DESGNED AND IS TO BE CONSTRUCTED M ACCORDANCE WITH IBC <br />2000 AND TIE APPLICABLE REFERENCED STANDARDS <br />3) Au CONCRETE BL000: TO CONFORM TO ANM C90 GRADE N. MIMMLM COMPRESS. <br />STRENGTI 2000 PSL <br />3) ALL MORTAR TO BE TYPE 'M' WITH 4141104 O MPRE59NE 010011GTH - 2500 PS <br />(210 SEE SPECS.). <br />4) MINIMAL MASONRY UNTEL TO BE R' 1101 U BLOCK 0/0 2 -15 BOTTOM AND CONCRETE FILL <br />FOR OFFA4IS UP TO 4. -0' I/O. FOR LARGER OPENINGS NOT SHOWN, CONSULT THE ENGINEER <br />UNTELS SHALL BE SHORED UNTIL 0U. HAS ACHIEVED 2/3 OF ITS DE9ON STRENGTH. FILL PRO <br />BLOCK COBS FOR TKO COURSES EA. END OF LINNETS. <br />5) PROVIDE VERTICAL FYOSORCED CONCRETE CORES AS NOTED ON DRAWINGS AND HORIZONTAL <br />OUR —O—WALL 501000RCNG AT 16' 0/C TO ALL BL00KWCRK ALL REINFORCED CORES TO BE <br />CONCRETE FILLED W/ 1 —[5 POSITIONED 3 1/2' FROM INSIDE FACE 1 MALL RE HELD IN P05110N <br />(PRIOR TO GROUTING) WTC WIRE P®1ONER5 SPACED AT 192 BAR DIAMETERS ( 10 MAK) MID <br />AT RENFORCNG 9PUCE5. <br />5) PROVIDE VERDE, 005150. JEWS O MAX 00'—P 0/C SEE STRUC. 055551 S FOR <br />LOCATIONS FILL CORE 6/ 1— TMEACH 502 OF CONTROL JOINT. KEY THE CONTROL JOINTS AND <br />RUN MBAR BEAM BAR E CONTROL JOINT IY BEYOND WITH A MORTAR BOND BREAK ON <br />11E 12' LENGTH. <br />1) ALL MASONRY PILASTERS KK'MD0 0 ...DEEP ALONG THE 12' MASONRY WALL FOR A TOTAL OF <br />XX. WIDE X XX' DEEP. 111.1 ALL CORES N PILASTER —WALL (1010 X 02') W/ 1 —RS. <br />5) PRO201 BONO BEAM (6' u10 0FP(H) AT TOP COURSE OF ALL MASONRY WALLS 4 UNDER ALL <br />PRECAST, STEEL DEC( AND BAR ST. BEARNG W/ 2 -45. <br />REFA1T CONCRETE NOTF0 <br />I) ALL PRECAST CONCRETE WORK TO BE IN ACCORDANCE WITH CURRENT 00 -301 AND PCI <br />MANUAL DES. TO BE IN ACCORDANCE WITH CURRENT A0.318 • IBC 2000. DE30 OF ALL <br />PRECAST ELEMENTS BY PRECAST SUPPLIER. ENCNEER TO BE NOTIFIED OF ANT ®CAN <br />REVISIONS REWIRED IN THE MESON STAGE. <br />2) SEE PLANS AND GENERAL NOTES FOR SUPERIMPOSED DE5ON LOADS. <br />J REINFORONG AND CONNECTION 0 91085 TO BE SUBMITTED BT SUPPLIER FOR APPROVAL BY <br />ENGINEER. PRECASIER TO SUPPLY NEOPRENE PADS FOR REAM BEARING AND KOROLATN FOR <br />PLANK BEARING. <br />4) MINIMUM CONCRETE STRENGTH 4 5000P9 AT 26 DAYS. <br />5) PRECAST AIPPUER TO S901K MANN LATOUT ANO POUR STRIP LOCATIONS ON 91CP DRAWINGS <br />PRECAST S.IPPLIER RESPONSIBLE FOR POUR STRIP 11 — SL NG PLANK 45600 INDICATED ON <br />THERE DRAWINGS FOR DIAGRAMMATIC PURPOSES ONLY — SUPPLIER RE9a0N519LE FOR PLANK <br />6) PRECAST RANK SUPPLER TO 01001 WITH ARD0TEC1URAL NEOIANICAL AND ELECTRICAL <br />DRAWINGS FOR OPENINGS LARGER THAN 11r X 10' AND ACCOMMODATE 04711 REINFORCING AS <br />REWIRED. OTHER 9AALL HOLES MAY BE 0305 DRUID BY APPROPRIATE TRADE BUT NOT <br />WITHOUT PRIOR APPROVAL FROM THE PRECAST PLANK SUPPLIER. <br />7) PRECAST PLANKS TO BE ALIGNED WINO LEVELED BEFORE GROUTING THE IQY5 AND JOINTS WM <br />3-1 SAID CEMENT GROUT FROM THE TOP. <br />B) PRECAST SUPPLIER TO DESIGN BASE PLATE O PRECAST COLUMN WHICH IS TO CONNECT TO <br />110 W/ FOUR 3/400 HILT HIT —ICE HAS ANCHOR BOLTS W/ MIN. EM0EOAENT OF 5 5/5' (USE <br />NON51155 GROUT WITH A MIN 25 OAT STRENGTH OF 5000PS BETWEEN 5ASE PLATE AND FTC. <br />PAC). PRECAST SUPPLER TO SUBMIT SHOP DRAWINGS BEARING THE 501 OF A REGISTERED <br />ENGINEER FOR APPROVAL <br />9) GARAGE ROOF TO HAVE } HOUR FIRE RESISTANCE RATING. <br />10) ELEVATION OF TOP OF STRUCTURAL TOPPING OF FLOOR IS DOCK'. <br />I/ <br />5' PC PLANK <br />6 PC PLANK <br />b b b <br />b b b b 66 b iD „ <br />1ST FLOOR FRAMING PLAN <br />1/16' - P— D' <br />E 4 0 8 ifi <br />PRECAST COLUMN IB'SOUARE <br />PRECAST BEAM 24'IW130 K 32'1101 <br />L0 <br />FOR REVIEW ONLY <br />•IAT re., 44.• 44644444. ew.e.4..e <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />1711.14.1644 ,444. 44,00 <br />II h4R0y 011iy Sot the WNn, eaa+Raa600 <br />er rep)r® prep,. M me mwder aR <br />dial N 5Il0t and BM(I am a day <br />Regale 0 Std.! Eryveer UIEm the <br />1545 al Ow doe rt NebOta. <br />Coy C. Reldold PE <br />Re0900 n 65.015551 <br />OWNER <br />LLAH <br />LTD PARTNERSHIP <br />12100 SNGLET. LANE <br />EDEN MAMIE, MN <br />(952 ).T 61200 <br />FAX(952 ).7461201 <br />PROJECT <br />PROJECT NUMBER: <br />MHFA -05020 <br />LAKEWOODS <br />APARTMENTS <br />LEGACY <br />AT <br />WOODS <br />EDGE <br />VILLAGE TROLL <br />LINO IMES, MN. <br />SHEET TITLE: <br />STRUCTURAL <br />1ST FLOOR <br />FRAMING <br />PLAN <br />SHEET NUMBER <br />0 a2 <br />