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HomeMy WebLinkAbout0815.93.65P z 4 tn �•�- I I,�u I��, 11�2r I� r I'p11 J �4u col- 011 w -$ W SA = 5'- 0 L . N - I '2 1'q W- 7 M� c� IA r f\ 3� 9 NAr o.- N 1 13/ M IT 13�4N OL TE07 W- 22 M� � N ?• I 3/4M 1 S /4u �o IIIle V- \v �A Opp, "AND 4' \V I IF 171 I NO 1 N Ar _ 'v i IF 171 I 1 3%" (off Ov V -5 LA 1 � W.15 W 15 -A OfF. VW940 � ml \ • NO 1 N Ar _ 'v Q m a !n a t" ' '-t4 - - r � r 1 3%" (off Ov V -5 LA 1 � W.15 W 15 -A OfF. VW940 � ml \ • a 1 � W.15 W 15 -A OfF. VW940 � ml \ • m s� M s \V 4- >qOT U5 E n w 15 117 I'L3 �3�4N GR'Ep121 4" \V 14- f 7 i IV 2' 111/4" 3W 4'- w- 20 FYPI CURTAIN WALL 0 TA I LS S I M I BAR TO Y,A�v N E- ER I GOO Ih�� a M 1�0� 13 /4, 'st M� 1 \v s � 3 • -1 Am N 4 P �I J l33 A %`� N )Jba vl -off N M _Sl UI' f jw 3� _1 I YW 4 .114u 14� '�' 13/�r I III 3L I'/V I�� 1-01 1 ^'Y4" Tj �; Oa . \V- 12 \V- 9 a \V - 4� �a El I I r lk ' 1 3 M I •2 / I \ I I�� � u �lluv II 01 5 T1 1T I (o�Illt" !* \U-19 \V-18 MANN JAM F5 4 • �+ r s� 1717\ 4 C \ .1 sV. M � ►�'' I ' + t2 I I y41 I �4" 10 \V w 10 -A Off. I4AN O W_17 If �3 �i► i, r r I �r MULLION 3 44 EAO 2 12 ' 14503 IT/-,2- 1 503 7,?�F 8,9 S.io 6,5 7.2 5.3 72 9.1 4.2 79 SILL Kl� TYP. \YI W 0 C)�V 5 IM I LAR i o KA�V N E FTZ NO- A c,OcZ KEYNOTES DIVISION 2 - SITEWORK 2.1 FINISHED GRADE - SEE CML DRAWINGS. 2.2 MIN. 4" DRAINAGE FILL ON VAPOR BARRIER. 2.3 6' DIA. PERIMETER DRAIN TILE. DMSION 3 - CONCRETE 3.1 4' CONCRETE SLAB W/ 6 X 6 X W1.4 X WIA. 3.2 CONCRETE FOOTING -SEE STRUCTURAL DRAWINGS. 33 CONCRETE TERRACE SLAB - SEE CIVIL DRAWINGS. 3.4 T CONCRETE SLAB ON T COMP. DECK. 3.5 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.6 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 3.7 CONWE STOOP - SEE CIVIL DRAWINGS. 3.8 2 112- CONCRETE TOPPING SLAB ON METAL DECK FORM. DIIASION 4 - MASONRY 4.1 VENEER ANCHOR TRIANGULAR TIE AT 1 ir D.C. VERT. AND HORIZ 4.2 FLEXIBLE SHEET FLASHING W/ WEEPHOLES AT 24' O.C. HORIT. 4.3 BRICK MASONRY. 4.4 NOT USED. 4.5 It CONCRETE MASONRY UNIT (C_M.U.). 4.6 6' X 6' CONCRETE MASONRY UNIT (C.M.U.). 4.7 6' CONCRETE MASONRY UNfT �cc::t'l 4.8 8" CONCRETE MASONRY UNIT 4.9 4' CONCRETE MASONRY UNIT C.N.U.)j. 4.10 17 ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). 4.11 T ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). OMSIOff 5 - METALS 5.1 STRUCTURAL STEEL FRAMING MEMBER - SEE STUCTURAL DRAWINGS 5.2 1 1/2' METAL ROOF DECK. 5.3 6' X 16 GA. 'C' SHAPED METAL STUDS AT 16' O.C.. 5.4 STEEL LINTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.5 BRICK RELIEF ANGLE. 5.6 3" METAL DECK. 5.7 16 GA. STUD ANCHOR. 5.8 4" X 16 GA. "C' SHAPED METAL STUD AT 24" O.C.. • 5.9 3 5/11" X 16 GA. 'C" SHAPED METAL STUDS AT 16' O.C.. DIVISION 6 - WOOD AND PLASTICS' 6.1 2 X WOOD BLOCKING. 6.2 VI? WOOD DECKING. 6.3 2 X 4 WOOD DECKING AT 2' -d O.C.. 6.4 1/2' EXTERIOR GRADE PLYWOOD. 6.5 314" VENEER PLYWOOD. 6.6 WOOD BASE (STAIN). 6.7 WOOD SHIM. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 2- x 24' PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 6" BATT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 151 FELT UNDERLAYMENT. 7.6 901 FELT ICE PROTECTION UNDERLAYMENT. 7.7 METAL DRIP EDGE. 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPDM. 7.9 314' INSULATING SHEATHING. 7.10 3 5/8" BATT INSULATION (R13). 7.11 112- PREFORMED JOINT FILLER. 7.12 T CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. 7.13 ROOF INSULATION (R22, MIN.). 7.14 TAPERED ROOF INSULATION. 7.15 WATERPROOFING. 7.16 PREFINISHED METAL COPING. 7.17 PREFINISHED METAL SCUPPER. 7.18 PREFORMED METAL PANEL. 7.19 PREFINISHED METAL FASCIA. 7.2G PREFINISHED METAL FLASHING. 7.21 PREFlNISHED METAL GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT. 7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS). 7,24 SEALANT. 7.25 PREFINISHED BENT METAL CLOSURE. 7.26 EXTERIOR INSULATION AND FINISH SYSTEM. 7.27 SEALANT AND BACKER ROD. 7.28 7 INTERIOR EXPANSION JOINT AND COVER. 7.29 2' INTERIOR EXPANSION JOINT AND COVER (ONE HOUR FIRE RATED) 7.30 2' EXTERIOR EXPANSION JOINT AND COVER. DIVISION 8 - DOORS AND WINDOWS 8.1 STEEL DOOR (PAINT). 8.2 STEEL DOOR FRAME (PAINT). 8.3 WOOD DOOR (STAIN). 8.4 FOLDING DOOR 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRONT FRAMING. 8.7 t`4- TEMPERED GLASS. 8.8 1 INSULATED GLASS. 8.9 ALUMINUM CURTANWA_L. 8.10 ALUMINUM WINDOW FRAMING. 8.11 1/4' SPANDREL GLASS. 8.12 1/4' ALUMINUM PANEL (PAINTED FNISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DMS 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 DMS 10.1 10.2 ION 9 - FINISHES 5/8" GYPSUM WALLBOARD, -USE TYPE X FOR RATED ASSEMBLIES, SEE FINISH SCHEDULE FOR FINISHES. 3 5/8' 25 GA. STEEL STUDS AT 16' O.C. ACOUSTICAL TILE CEILING. SUSPENDED 51T EXTERIOR GYPSUM WALLBOARD SUSPENDED 5/8' GYPSUM WALLBOARD. 2 1/2• X 25 GA. STEEL STUDS AT 16' O.C.. GYPSUM WALLBOARD MOLDING. METAL CORNER BEAD. ONE HOUR RATED SHAFTWALL SYSTEM. 7/8r X 25 GA. STEEL FURRING AT 16' O.C. ON 10 - SPECIALTIES PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. PREFINISHED METAL LOUVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) LINTEL SCH'E,DULE 1. WHERE LINTELS ARE SHOWN ON DRAWINGS BUT NOT NOTED; WHERE OPENINGS NOT SHOWN ARE CUT THRU MASONRY CONSTRUCTION AND REQUIRE LINTELS, AND WHERE LINTELS ARE NOT SHOWN OR NOTED ON DRAWINGS, THE FOLLOWING SHALL GOVERN FOR ALL OPENINGS. 2. STEEL LINTELS WITH OPENINGS UP TO V-0" SHALL HAVE 1" OF BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE BEARING BE LESS THAN 6 ". A. FOR OPENINGS UP TO 4•-W PROVIDE (1) 3 1/r X 3 112" X 5/16- ANGLE FOR EACH 4" THICKNESS OF WALL WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED' PROVIDE 1/4" STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. B. FOR OPENINGS GREATER THAN 4! -V AND LESS THAN 8'4)" PROVIDE (1) 6" X 3 1R- X 3/8' ANGLE FOR EACH C THICKNESS OF WALL. WIl4K MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED, PROVIDE 1/4- STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. C. FOR OPENINGS GREATER THAN C-T BUT LESS THAN l(r4r PROVIDE (1) 6" X 4" X 318' ANGLE FOR EACH 4" THICKNESS OF WALL, WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED; PROVIDE 114' STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE E)CPOSED. 3. PRECAST CONCRETE UNTELS SHALL HAVE r OF BEARING AND BE REINFORCED AS FOLLOWS UP TO S-4" SPAN. 4" TO W WIDE (1) 05 BAR TOP AND BOTTOM 8" TO 10' WIDE - C) 05 BARS TOP AND BOTTOM I_ \1 1r To 1 <- vwDE - c2) II►5 sARB TOP At(D BOTroM CVO ARCHITECTS ORM0 © Copyright 198 ARCHITEM PmNm INTERIOR [*S161*RS ` n 7i H. also sun wo `^ IndiarwWWls, IndiNlma 46= P17) 848'!8 { SCOPE A 1NIN" ti TIMN drawiiip NdtnN �>b� of `1 ttn pioNet M fans N e�� I� ?f oone�F Yom - 01ma d Ifn EuI1rNy, fiia mew Wddlm" amnoM• ow on tya of � 4 mtdnnlo♦ 1 aNsMkyl ayNrea Tm alw 2wa nf0touNond rw � r- Cars- ow tlb" d an �pnnr� oo o f: dbaf�d or dM rom so Yada oonenobra SW MvWM ON I m fo ft I �ongitlon ow aanpMfan N un wok. r ^yam G p� Z Y CL to 9 cc Q Q W 0 co != eo ao r N O) O) z W C CO V mom w W - U IT ! No. 10003 r -i s 3TATE or 4i �S4410 I AI'I'�•f CERTIFIED my i I SHEET NO w A503. FILE. NO =17 1 a !n a t" ' '-t4 - - r .9 s� M s \V 4- >qOT U5 E n w 15 117 I'L3 �3�4N GR'Ep121 4" \V 14- f 7 i IV 2' 111/4" 3W 4'- w- 20 FYPI CURTAIN WALL 0 TA I LS S I M I BAR TO Y,A�v N E- ER I GOO Ih�� a M 1�0� 13 /4, 'st M� 1 \v s � 3 • -1 Am N 4 P �I J l33 A %`� N )Jba vl -off N M _Sl UI' f jw 3� _1 I YW 4 .114u 14� '�' 13/�r I III 3L I'/V I�� 1-01 1 ^'Y4" Tj �; Oa . \V- 12 \V- 9 a \V - 4� �a El I I r lk ' 1 3 M I •2 / I \ I I�� � u �lluv II 01 5 T1 1T I (o�Illt" !* \U-19 \V-18 MANN JAM F5 4 • �+ r s� 1717\ 4 C \ .1 sV. M � ►�'' I ' + t2 I I y41 I �4" 10 \V w 10 -A Off. I4AN O W_17 If �3 �i► i, r r I �r MULLION 3 44 EAO 2 12 ' 14503 IT/-,2- 1 503 7,?�F 8,9 S.io 6,5 7.2 5.3 72 9.1 4.2 79 SILL Kl� TYP. \YI W 0 C)�V 5 IM I LAR i o KA�V N E FTZ NO- A c,OcZ KEYNOTES DIVISION 2 - SITEWORK 2.1 FINISHED GRADE - SEE CML DRAWINGS. 2.2 MIN. 4" DRAINAGE FILL ON VAPOR BARRIER. 2.3 6' DIA. PERIMETER DRAIN TILE. DMSION 3 - CONCRETE 3.1 4' CONCRETE SLAB W/ 6 X 6 X W1.4 X WIA. 3.2 CONCRETE FOOTING -SEE STRUCTURAL DRAWINGS. 33 CONCRETE TERRACE SLAB - SEE CIVIL DRAWINGS. 3.4 T CONCRETE SLAB ON T COMP. DECK. 3.5 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.6 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 3.7 CONWE STOOP - SEE CIVIL DRAWINGS. 3.8 2 112- CONCRETE TOPPING SLAB ON METAL DECK FORM. DIIASION 4 - MASONRY 4.1 VENEER ANCHOR TRIANGULAR TIE AT 1 ir D.C. VERT. AND HORIZ 4.2 FLEXIBLE SHEET FLASHING W/ WEEPHOLES AT 24' O.C. HORIT. 4.3 BRICK MASONRY. 4.4 NOT USED. 4.5 It CONCRETE MASONRY UNIT (C_M.U.). 4.6 6' X 6' CONCRETE MASONRY UNIT (C.M.U.). 4.7 6' CONCRETE MASONRY UNfT �cc::t'l 4.8 8" CONCRETE MASONRY UNIT 4.9 4' CONCRETE MASONRY UNIT C.N.U.)j. 4.10 17 ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). 4.11 T ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). OMSIOff 5 - METALS 5.1 STRUCTURAL STEEL FRAMING MEMBER - SEE STUCTURAL DRAWINGS 5.2 1 1/2' METAL ROOF DECK. 5.3 6' X 16 GA. 'C' SHAPED METAL STUDS AT 16' O.C.. 5.4 STEEL LINTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.5 BRICK RELIEF ANGLE. 5.6 3" METAL DECK. 5.7 16 GA. STUD ANCHOR. 5.8 4" X 16 GA. "C' SHAPED METAL STUD AT 24" O.C.. • 5.9 3 5/11" X 16 GA. 'C" SHAPED METAL STUDS AT 16' O.C.. DIVISION 6 - WOOD AND PLASTICS' 6.1 2 X WOOD BLOCKING. 6.2 VI? WOOD DECKING. 6.3 2 X 4 WOOD DECKING AT 2' -d O.C.. 6.4 1/2' EXTERIOR GRADE PLYWOOD. 6.5 314" VENEER PLYWOOD. 6.6 WOOD BASE (STAIN). 6.7 WOOD SHIM. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 2- x 24' PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 6" BATT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 151 FELT UNDERLAYMENT. 7.6 901 FELT ICE PROTECTION UNDERLAYMENT. 7.7 METAL DRIP EDGE. 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPDM. 7.9 314' INSULATING SHEATHING. 7.10 3 5/8" BATT INSULATION (R13). 7.11 112- PREFORMED JOINT FILLER. 7.12 T CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. 7.13 ROOF INSULATION (R22, MIN.). 7.14 TAPERED ROOF INSULATION. 7.15 WATERPROOFING. 7.16 PREFINISHED METAL COPING. 7.17 PREFINISHED METAL SCUPPER. 7.18 PREFORMED METAL PANEL. 7.19 PREFINISHED METAL FASCIA. 7.2G PREFINISHED METAL FLASHING. 7.21 PREFlNISHED METAL GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT. 7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS). 7,24 SEALANT. 7.25 PREFINISHED BENT METAL CLOSURE. 7.26 EXTERIOR INSULATION AND FINISH SYSTEM. 7.27 SEALANT AND BACKER ROD. 7.28 7 INTERIOR EXPANSION JOINT AND COVER. 7.29 2' INTERIOR EXPANSION JOINT AND COVER (ONE HOUR FIRE RATED) 7.30 2' EXTERIOR EXPANSION JOINT AND COVER. DIVISION 8 - DOORS AND WINDOWS 8.1 STEEL DOOR (PAINT). 8.2 STEEL DOOR FRAME (PAINT). 8.3 WOOD DOOR (STAIN). 8.4 FOLDING DOOR 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRONT FRAMING. 8.7 t`4- TEMPERED GLASS. 8.8 1 INSULATED GLASS. 8.9 ALUMINUM CURTANWA_L. 8.10 ALUMINUM WINDOW FRAMING. 8.11 1/4' SPANDREL GLASS. 8.12 1/4' ALUMINUM PANEL (PAINTED FNISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DMS 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 DMS 10.1 10.2 ION 9 - FINISHES 5/8" GYPSUM WALLBOARD, -USE TYPE X FOR RATED ASSEMBLIES, SEE FINISH SCHEDULE FOR FINISHES. 3 5/8' 25 GA. STEEL STUDS AT 16' O.C. ACOUSTICAL TILE CEILING. SUSPENDED 51T EXTERIOR GYPSUM WALLBOARD SUSPENDED 5/8' GYPSUM WALLBOARD. 2 1/2• X 25 GA. STEEL STUDS AT 16' O.C.. GYPSUM WALLBOARD MOLDING. METAL CORNER BEAD. ONE HOUR RATED SHAFTWALL SYSTEM. 7/8r X 25 GA. STEEL FURRING AT 16' O.C. ON 10 - SPECIALTIES PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. PREFINISHED METAL LOUVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) LINTEL SCH'E,DULE 1. WHERE LINTELS ARE SHOWN ON DRAWINGS BUT NOT NOTED; WHERE OPENINGS NOT SHOWN ARE CUT THRU MASONRY CONSTRUCTION AND REQUIRE LINTELS, AND WHERE LINTELS ARE NOT SHOWN OR NOTED ON DRAWINGS, THE FOLLOWING SHALL GOVERN FOR ALL OPENINGS. 2. STEEL LINTELS WITH OPENINGS UP TO V-0" SHALL HAVE 1" OF BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE BEARING BE LESS THAN 6 ". A. FOR OPENINGS UP TO 4•-W PROVIDE (1) 3 1/r X 3 112" X 5/16- ANGLE FOR EACH 4" THICKNESS OF WALL WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED' PROVIDE 1/4" STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. B. FOR OPENINGS GREATER THAN 4! -V AND LESS THAN 8'4)" PROVIDE (1) 6" X 3 1R- X 3/8' ANGLE FOR EACH C THICKNESS OF WALL. WIl4K MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED, PROVIDE 1/4- STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. C. FOR OPENINGS GREATER THAN C-T BUT LESS THAN l(r4r PROVIDE (1) 6" X 4" X 318' ANGLE FOR EACH 4" THICKNESS OF WALL, WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED; PROVIDE 114' STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE E)CPOSED. 3. PRECAST CONCRETE UNTELS SHALL HAVE r OF BEARING AND BE REINFORCED AS FOLLOWS UP TO S-4" SPAN. 4" TO W WIDE (1) 05 BAR TOP AND BOTTOM 8" TO 10' WIDE - C) 05 BARS TOP AND BOTTOM I_ \1 1r To 1 <- vwDE - c2) II►5 sARB TOP At(D BOTroM CVO ARCHITECTS ORM0 © Copyright 198 ARCHITEM PmNm INTERIOR [*S161*RS ` n 7i H. also sun wo `^ IndiarwWWls, IndiNlma 46= P17) 848'!8 { SCOPE A 1NIN" ti TIMN drawiiip NdtnN �>b� of `1 ttn pioNet M fans N e�� I� ?f oone�F Yom - 01ma d Ifn EuI1rNy, fiia mew Wddlm" amnoM• ow on tya of � 4 mtdnnlo♦ 1 aNsMkyl ayNrea Tm alw 2wa nf0touNond rw � r- Cars- ow tlb" d an �pnnr� oo o f: dbaf�d or dM rom so Yada oonenobra SW MvWM ON I m fo ft I �ongitlon ow aanpMfan N un wok. r ^yam G p� Z Y CL to 9 cc Q Q W 0 co != eo ao r N O) O) z W C CO V mom w W - U IT ! No. 10003 r -i s 3TATE or 4i �S4410 I AI'I'�•f CERTIFIED my i I SHEET NO w A503. FILE. NO =17 1 3 • -1 Am N 4 P �I J l33 A %`� N )Jba vl -off N M _Sl UI' f jw 3� _1 I YW 4 .114u 14� '�' 13/�r I III 3L I'/V I�� 1-01 1 ^'Y4" Tj �; Oa . \V- 12 \V- 9 a \V - 4� �a El I I r lk ' 1 3 M I •2 / I \ I I�� � u �lluv II 01 5 T1 1T I (o�Illt" !* \U-19 \V-18 MANN JAM F5 4 • �+ r s� 1717\ 4 C \ .1 sV. M � ►�'' I ' + t2 I I y41 I �4" 10 \V w 10 -A Off. I4AN O W_17 If �3 �i► i, r r I �r MULLION 3 44 EAO 2 12 ' 14503 IT/-,2- 1 503 7,?�F 8,9 S.io 6,5 7.2 5.3 72 9.1 4.2 79 SILL Kl� TYP. \YI W 0 C)�V 5 IM I LAR i o KA�V N E FTZ NO- A c,OcZ KEYNOTES DIVISION 2 - SITEWORK 2.1 FINISHED GRADE - SEE CML DRAWINGS. 2.2 MIN. 4" DRAINAGE FILL ON VAPOR BARRIER. 2.3 6' DIA. PERIMETER DRAIN TILE. DMSION 3 - CONCRETE 3.1 4' CONCRETE SLAB W/ 6 X 6 X W1.4 X WIA. 3.2 CONCRETE FOOTING -SEE STRUCTURAL DRAWINGS. 33 CONCRETE TERRACE SLAB - SEE CIVIL DRAWINGS. 3.4 T CONCRETE SLAB ON T COMP. DECK. 3.5 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.6 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 3.7 CONWE STOOP - SEE CIVIL DRAWINGS. 3.8 2 112- CONCRETE TOPPING SLAB ON METAL DECK FORM. DIIASION 4 - MASONRY 4.1 VENEER ANCHOR TRIANGULAR TIE AT 1 ir D.C. VERT. AND HORIZ 4.2 FLEXIBLE SHEET FLASHING W/ WEEPHOLES AT 24' O.C. HORIT. 4.3 BRICK MASONRY. 4.4 NOT USED. 4.5 It CONCRETE MASONRY UNIT (C_M.U.). 4.6 6' X 6' CONCRETE MASONRY UNIT (C.M.U.). 4.7 6' CONCRETE MASONRY UNfT �cc::t'l 4.8 8" CONCRETE MASONRY UNIT 4.9 4' CONCRETE MASONRY UNIT C.N.U.)j. 4.10 17 ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). 4.11 T ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). OMSIOff 5 - METALS 5.1 STRUCTURAL STEEL FRAMING MEMBER - SEE STUCTURAL DRAWINGS 5.2 1 1/2' METAL ROOF DECK. 5.3 6' X 16 GA. 'C' SHAPED METAL STUDS AT 16' O.C.. 5.4 STEEL LINTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.5 BRICK RELIEF ANGLE. 5.6 3" METAL DECK. 5.7 16 GA. STUD ANCHOR. 5.8 4" X 16 GA. "C' SHAPED METAL STUD AT 24" O.C.. • 5.9 3 5/11" X 16 GA. 'C" SHAPED METAL STUDS AT 16' O.C.. DIVISION 6 - WOOD AND PLASTICS' 6.1 2 X WOOD BLOCKING. 6.2 VI? WOOD DECKING. 6.3 2 X 4 WOOD DECKING AT 2' -d O.C.. 6.4 1/2' EXTERIOR GRADE PLYWOOD. 6.5 314" VENEER PLYWOOD. 6.6 WOOD BASE (STAIN). 6.7 WOOD SHIM. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 2- x 24' PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 6" BATT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 151 FELT UNDERLAYMENT. 7.6 901 FELT ICE PROTECTION UNDERLAYMENT. 7.7 METAL DRIP EDGE. 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPDM. 7.9 314' INSULATING SHEATHING. 7.10 3 5/8" BATT INSULATION (R13). 7.11 112- PREFORMED JOINT FILLER. 7.12 T CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. 7.13 ROOF INSULATION (R22, MIN.). 7.14 TAPERED ROOF INSULATION. 7.15 WATERPROOFING. 7.16 PREFINISHED METAL COPING. 7.17 PREFINISHED METAL SCUPPER. 7.18 PREFORMED METAL PANEL. 7.19 PREFINISHED METAL FASCIA. 7.2G PREFINISHED METAL FLASHING. 7.21 PREFlNISHED METAL GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT. 7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS). 7,24 SEALANT. 7.25 PREFINISHED BENT METAL CLOSURE. 7.26 EXTERIOR INSULATION AND FINISH SYSTEM. 7.27 SEALANT AND BACKER ROD. 7.28 7 INTERIOR EXPANSION JOINT AND COVER. 7.29 2' INTERIOR EXPANSION JOINT AND COVER (ONE HOUR FIRE RATED) 7.30 2' EXTERIOR EXPANSION JOINT AND COVER. DIVISION 8 - DOORS AND WINDOWS 8.1 STEEL DOOR (PAINT). 8.2 STEEL DOOR FRAME (PAINT). 8.3 WOOD DOOR (STAIN). 8.4 FOLDING DOOR 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRONT FRAMING. 8.7 t`4- TEMPERED GLASS. 8.8 1 INSULATED GLASS. 8.9 ALUMINUM CURTANWA_L. 8.10 ALUMINUM WINDOW FRAMING. 8.11 1/4' SPANDREL GLASS. 8.12 1/4' ALUMINUM PANEL (PAINTED FNISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DMS 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 DMS 10.1 10.2 ION 9 - FINISHES 5/8" GYPSUM WALLBOARD, -USE TYPE X FOR RATED ASSEMBLIES, SEE FINISH SCHEDULE FOR FINISHES. 3 5/8' 25 GA. STEEL STUDS AT 16' O.C. ACOUSTICAL TILE CEILING. SUSPENDED 51T EXTERIOR GYPSUM WALLBOARD SUSPENDED 5/8' GYPSUM WALLBOARD. 2 1/2• X 25 GA. STEEL STUDS AT 16' O.C.. GYPSUM WALLBOARD MOLDING. METAL CORNER BEAD. ONE HOUR RATED SHAFTWALL SYSTEM. 7/8r X 25 GA. STEEL FURRING AT 16' O.C. ON 10 - SPECIALTIES PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. PREFINISHED METAL LOUVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) LINTEL SCH'E,DULE 1. WHERE LINTELS ARE SHOWN ON DRAWINGS BUT NOT NOTED; WHERE OPENINGS NOT SHOWN ARE CUT THRU MASONRY CONSTRUCTION AND REQUIRE LINTELS, AND WHERE LINTELS ARE NOT SHOWN OR NOTED ON DRAWINGS, THE FOLLOWING SHALL GOVERN FOR ALL OPENINGS. 2. STEEL LINTELS WITH OPENINGS UP TO V-0" SHALL HAVE 1" OF BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE BEARING BE LESS THAN 6 ". A. FOR OPENINGS UP TO 4•-W PROVIDE (1) 3 1/r X 3 112" X 5/16- ANGLE FOR EACH 4" THICKNESS OF WALL WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED' PROVIDE 1/4" STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. B. FOR OPENINGS GREATER THAN 4! -V AND LESS THAN 8'4)" PROVIDE (1) 6" X 3 1R- X 3/8' ANGLE FOR EACH C THICKNESS OF WALL. WIl4K MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED, PROVIDE 1/4- STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. C. FOR OPENINGS GREATER THAN C-T BUT LESS THAN l(r4r PROVIDE (1) 6" X 4" X 318' ANGLE FOR EACH 4" THICKNESS OF WALL, WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED; PROVIDE 114' STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE E)CPOSED. 3. PRECAST CONCRETE UNTELS SHALL HAVE r OF BEARING AND BE REINFORCED AS FOLLOWS UP TO S-4" SPAN. 4" TO W WIDE (1) 05 BAR TOP AND BOTTOM 8" TO 10' WIDE - C) 05 BARS TOP AND BOTTOM I_ \1 1r To 1 <- vwDE - c2) II►5 sARB TOP At(D BOTroM CVO ARCHITECTS ORM0 © Copyright 198 ARCHITEM PmNm INTERIOR [*S161*RS ` n 7i H. also sun wo `^ IndiarwWWls, IndiNlma 46= P17) 848'!8 { SCOPE A 1NIN" ti TIMN drawiiip NdtnN �>b� of `1 ttn pioNet M fans N e�� I� ?f oone�F Yom - 01ma d Ifn EuI1rNy, fiia mew Wddlm" amnoM• ow on tya of � 4 mtdnnlo♦ 1 aNsMkyl ayNrea Tm alw 2wa nf0touNond rw � r- Cars- ow tlb" d an �pnnr� oo o f: dbaf�d or dM rom so Yada oonenobra SW MvWM ON I m fo ft I �ongitlon ow aanpMfan N un wok. r ^yam G p� Z Y CL to 9 cc Q Q W 0 co != eo ao r N O) O) z W C CO V mom w W - U IT ! No. 10003 r -i s 3TATE or 4i �S4410 I AI'I'�•f CERTIFIED my i I SHEET NO w A503. FILE. NO =17 1 \V - 4� �a El I I r lk ' 1 3 M I •2 / I \ I I�� � u �lluv II 01 5 T1 1T I (o�Illt" !* \U-19 \V-18 MANN JAM F5 4 • �+ r s� 1717\ 4 C \ .1 sV. M � ►�'' I ' + t2 I I y41 I �4" 10 \V w 10 -A Off. I4AN O W_17 If �3 �i► i, r r I �r MULLION 3 44 EAO 2 12 ' 14503 IT/-,2- 1 503 7,?�F 8,9 S.io 6,5 7.2 5.3 72 9.1 4.2 79 SILL Kl� TYP. \YI W 0 C)�V 5 IM I LAR i o KA�V N E FTZ NO- A c,OcZ KEYNOTES DIVISION 2 - SITEWORK 2.1 FINISHED GRADE - SEE CML DRAWINGS. 2.2 MIN. 4" DRAINAGE FILL ON VAPOR BARRIER. 2.3 6' DIA. PERIMETER DRAIN TILE. DMSION 3 - CONCRETE 3.1 4' CONCRETE SLAB W/ 6 X 6 X W1.4 X WIA. 3.2 CONCRETE FOOTING -SEE STRUCTURAL DRAWINGS. 33 CONCRETE TERRACE SLAB - SEE CIVIL DRAWINGS. 3.4 T CONCRETE SLAB ON T COMP. DECK. 3.5 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.6 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 3.7 CONWE STOOP - SEE CIVIL DRAWINGS. 3.8 2 112- CONCRETE TOPPING SLAB ON METAL DECK FORM. DIIASION 4 - MASONRY 4.1 VENEER ANCHOR TRIANGULAR TIE AT 1 ir D.C. VERT. AND HORIZ 4.2 FLEXIBLE SHEET FLASHING W/ WEEPHOLES AT 24' O.C. HORIT. 4.3 BRICK MASONRY. 4.4 NOT USED. 4.5 It CONCRETE MASONRY UNIT (C_M.U.). 4.6 6' X 6' CONCRETE MASONRY UNIT (C.M.U.). 4.7 6' CONCRETE MASONRY UNfT �cc::t'l 4.8 8" CONCRETE MASONRY UNIT 4.9 4' CONCRETE MASONRY UNIT C.N.U.)j. 4.10 17 ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). 4.11 T ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). OMSIOff 5 - METALS 5.1 STRUCTURAL STEEL FRAMING MEMBER - SEE STUCTURAL DRAWINGS 5.2 1 1/2' METAL ROOF DECK. 5.3 6' X 16 GA. 'C' SHAPED METAL STUDS AT 16' O.C.. 5.4 STEEL LINTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.5 BRICK RELIEF ANGLE. 5.6 3" METAL DECK. 5.7 16 GA. STUD ANCHOR. 5.8 4" X 16 GA. "C' SHAPED METAL STUD AT 24" O.C.. • 5.9 3 5/11" X 16 GA. 'C" SHAPED METAL STUDS AT 16' O.C.. DIVISION 6 - WOOD AND PLASTICS' 6.1 2 X WOOD BLOCKING. 6.2 VI? WOOD DECKING. 6.3 2 X 4 WOOD DECKING AT 2' -d O.C.. 6.4 1/2' EXTERIOR GRADE PLYWOOD. 6.5 314" VENEER PLYWOOD. 6.6 WOOD BASE (STAIN). 6.7 WOOD SHIM. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 2- x 24' PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 6" BATT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 151 FELT UNDERLAYMENT. 7.6 901 FELT ICE PROTECTION UNDERLAYMENT. 7.7 METAL DRIP EDGE. 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPDM. 7.9 314' INSULATING SHEATHING. 7.10 3 5/8" BATT INSULATION (R13). 7.11 112- PREFORMED JOINT FILLER. 7.12 T CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. 7.13 ROOF INSULATION (R22, MIN.). 7.14 TAPERED ROOF INSULATION. 7.15 WATERPROOFING. 7.16 PREFINISHED METAL COPING. 7.17 PREFINISHED METAL SCUPPER. 7.18 PREFORMED METAL PANEL. 7.19 PREFINISHED METAL FASCIA. 7.2G PREFINISHED METAL FLASHING. 7.21 PREFlNISHED METAL GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT. 7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS). 7,24 SEALANT. 7.25 PREFINISHED BENT METAL CLOSURE. 7.26 EXTERIOR INSULATION AND FINISH SYSTEM. 7.27 SEALANT AND BACKER ROD. 7.28 7 INTERIOR EXPANSION JOINT AND COVER. 7.29 2' INTERIOR EXPANSION JOINT AND COVER (ONE HOUR FIRE RATED) 7.30 2' EXTERIOR EXPANSION JOINT AND COVER. DIVISION 8 - DOORS AND WINDOWS 8.1 STEEL DOOR (PAINT). 8.2 STEEL DOOR FRAME (PAINT). 8.3 WOOD DOOR (STAIN). 8.4 FOLDING DOOR 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRONT FRAMING. 8.7 t`4- TEMPERED GLASS. 8.8 1 INSULATED GLASS. 8.9 ALUMINUM CURTANWA_L. 8.10 ALUMINUM WINDOW FRAMING. 8.11 1/4' SPANDREL GLASS. 8.12 1/4' ALUMINUM PANEL (PAINTED FNISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DMS 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 DMS 10.1 10.2 ION 9 - FINISHES 5/8" GYPSUM WALLBOARD, -USE TYPE X FOR RATED ASSEMBLIES, SEE FINISH SCHEDULE FOR FINISHES. 3 5/8' 25 GA. STEEL STUDS AT 16' O.C. ACOUSTICAL TILE CEILING. SUSPENDED 51T EXTERIOR GYPSUM WALLBOARD SUSPENDED 5/8' GYPSUM WALLBOARD. 2 1/2• X 25 GA. STEEL STUDS AT 16' O.C.. GYPSUM WALLBOARD MOLDING. METAL CORNER BEAD. ONE HOUR RATED SHAFTWALL SYSTEM. 7/8r X 25 GA. STEEL FURRING AT 16' O.C. ON 10 - SPECIALTIES PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. PREFINISHED METAL LOUVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) LINTEL SCH'E,DULE 1. WHERE LINTELS ARE SHOWN ON DRAWINGS BUT NOT NOTED; WHERE OPENINGS NOT SHOWN ARE CUT THRU MASONRY CONSTRUCTION AND REQUIRE LINTELS, AND WHERE LINTELS ARE NOT SHOWN OR NOTED ON DRAWINGS, THE FOLLOWING SHALL GOVERN FOR ALL OPENINGS. 2. STEEL LINTELS WITH OPENINGS UP TO V-0" SHALL HAVE 1" OF BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE BEARING BE LESS THAN 6 ". A. FOR OPENINGS UP TO 4•-W PROVIDE (1) 3 1/r X 3 112" X 5/16- ANGLE FOR EACH 4" THICKNESS OF WALL WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED' PROVIDE 1/4" STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. B. FOR OPENINGS GREATER THAN 4! -V AND LESS THAN 8'4)" PROVIDE (1) 6" X 3 1R- X 3/8' ANGLE FOR EACH C THICKNESS OF WALL. WIl4K MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED, PROVIDE 1/4- STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. C. FOR OPENINGS GREATER THAN C-T BUT LESS THAN l(r4r PROVIDE (1) 6" X 4" X 318' ANGLE FOR EACH 4" THICKNESS OF WALL, WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED; PROVIDE 114' STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE E)CPOSED. 3. PRECAST CONCRETE UNTELS SHALL HAVE r OF BEARING AND BE REINFORCED AS FOLLOWS UP TO S-4" SPAN. 4" TO W WIDE (1) 05 BAR TOP AND BOTTOM 8" TO 10' WIDE - C) 05 BARS TOP AND BOTTOM I_ \1 1r To 1 <- vwDE - c2) II►5 sARB TOP At(D BOTroM CVO ARCHITECTS ORM0 © Copyright 198 ARCHITEM PmNm INTERIOR [*S161*RS ` n 7i H. also sun wo `^ IndiarwWWls, IndiNlma 46= P17) 848'!8 { SCOPE A 1NIN" ti TIMN drawiiip NdtnN �>b� of `1 ttn pioNet M fans N e�� I� ?f oone�F Yom - 01ma d Ifn EuI1rNy, fiia mew Wddlm" amnoM• ow on tya of � 4 mtdnnlo♦ 1 aNsMkyl ayNrea Tm alw 2wa nf0touNond rw � r- Cars- ow tlb" d an �pnnr� oo o f: dbaf�d or dM rom so Yada oonenobra SW MvWM ON I m fo ft I �ongitlon ow aanpMfan N un wok. r ^yam G p� Z Y CL to 9 cc Q Q W 0 co != eo ao r N O) O) z W C CO V mom w W - U IT ! No. 10003 r -i s 3TATE or 4i �S4410 I AI'I'�•f CERTIFIED my i I SHEET NO w A503. FILE. NO =17 1 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 2- x 24' PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 6" BATT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 151 FELT UNDERLAYMENT. 7.6 901 FELT ICE PROTECTION UNDERLAYMENT. 7.7 METAL DRIP EDGE. 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPDM. 7.9 314' INSULATING SHEATHING. 7.10 3 5/8" BATT INSULATION (R13). 7.11 112- PREFORMED JOINT FILLER. 7.12 T CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. 7.13 ROOF INSULATION (R22, MIN.). 7.14 TAPERED ROOF INSULATION. 7.15 WATERPROOFING. 7.16 PREFINISHED METAL COPING. 7.17 PREFINISHED METAL SCUPPER. 7.18 PREFORMED METAL PANEL. 7.19 PREFINISHED METAL FASCIA. 7.2G PREFINISHED METAL FLASHING. 7.21 PREFlNISHED METAL GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT. 7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS). 7,24 SEALANT. 7.25 PREFINISHED BENT METAL CLOSURE. 7.26 EXTERIOR INSULATION AND FINISH SYSTEM. 7.27 SEALANT AND BACKER ROD. 7.28 7 INTERIOR EXPANSION JOINT AND COVER. 7.29 2' INTERIOR EXPANSION JOINT AND COVER (ONE HOUR FIRE RATED) 7.30 2' EXTERIOR EXPANSION JOINT AND COVER. DIVISION 8 - DOORS AND WINDOWS 8.1 STEEL DOOR (PAINT). 8.2 STEEL DOOR FRAME (PAINT). 8.3 WOOD DOOR (STAIN). 8.4 FOLDING DOOR 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRONT FRAMING. 8.7 t`4- TEMPERED GLASS. 8.8 1 INSULATED GLASS. 8.9 ALUMINUM CURTANWA_L. 8.10 ALUMINUM WINDOW FRAMING. 8.11 1/4' SPANDREL GLASS. 8.12 1/4' ALUMINUM PANEL (PAINTED FNISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DMS 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 DMS 10.1 10.2 ION 9 - FINISHES 5/8" GYPSUM WALLBOARD, -USE TYPE X FOR RATED ASSEMBLIES, SEE FINISH SCHEDULE FOR FINISHES. 3 5/8' 25 GA. STEEL STUDS AT 16' O.C. ACOUSTICAL TILE CEILING. SUSPENDED 51T EXTERIOR GYPSUM WALLBOARD SUSPENDED 5/8' GYPSUM WALLBOARD. 2 1/2• X 25 GA. STEEL STUDS AT 16' O.C.. GYPSUM WALLBOARD MOLDING. METAL CORNER BEAD. ONE HOUR RATED SHAFTWALL SYSTEM. 7/8r X 25 GA. STEEL FURRING AT 16' O.C. ON 10 - SPECIALTIES PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. PREFINISHED METAL LOUVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) LINTEL SCH'E,DULE 1. WHERE LINTELS ARE SHOWN ON DRAWINGS BUT NOT NOTED; WHERE OPENINGS NOT SHOWN ARE CUT THRU MASONRY CONSTRUCTION AND REQUIRE LINTELS, AND WHERE LINTELS ARE NOT SHOWN OR NOTED ON DRAWINGS, THE FOLLOWING SHALL GOVERN FOR ALL OPENINGS. 2. STEEL LINTELS WITH OPENINGS UP TO V-0" SHALL HAVE 1" OF BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE BEARING BE LESS THAN 6 ". A. FOR OPENINGS UP TO 4•-W PROVIDE (1) 3 1/r X 3 112" X 5/16- ANGLE FOR EACH 4" THICKNESS OF WALL WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED' PROVIDE 1/4" STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. B. FOR OPENINGS GREATER THAN 4! -V AND LESS THAN 8'4)" PROVIDE (1) 6" X 3 1R- X 3/8' ANGLE FOR EACH C THICKNESS OF WALL. WIl4K MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED, PROVIDE 1/4- STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. C. FOR OPENINGS GREATER THAN C-T BUT LESS THAN l(r4r PROVIDE (1) 6" X 4" X 318' ANGLE FOR EACH 4" THICKNESS OF WALL, WHERE MORE THAN 2 ANGLES ARE PROVIDED AND ARE NOT CONCEALED; PROVIDE 114' STEEL PLATE WELDED TO BOTTOM OF ANGLES WHERE E)CPOSED. 3. PRECAST CONCRETE UNTELS SHALL HAVE r OF BEARING AND BE REINFORCED AS FOLLOWS UP TO S-4" SPAN. 4" TO W WIDE (1) 05 BAR TOP AND BOTTOM 8" TO 10' WIDE - C) 05 BARS TOP AND BOTTOM I_ \1 1r To 1 <- vwDE - c2) II►5 sARB TOP At(D BOTroM CVO ARCHITECTS ORM0 © Copyright 198 ARCHITEM PmNm INTERIOR [*S161*RS ` n 7i H. also sun wo `^ IndiarwWWls, IndiNlma 46= P17) 848'!8 { SCOPE A 1NIN" ti TIMN drawiiip NdtnN �>b� of `1 ttn pioNet M fans N e�� I� ?f oone�F Yom - 01ma d Ifn EuI1rNy, fiia mew Wddlm" amnoM• ow on tya of � 4 mtdnnlo♦ 1 aNsMkyl ayNrea Tm alw 2wa nf0touNond rw � r- Cars- ow tlb" d an �pnnr� oo o f: dbaf�d or dM rom so Yada oonenobra SW MvWM ON I m fo ft I �ongitlon ow aanpMfan N un wok. r ^yam G p� Z Y CL to 9 cc Q Q W 0 co != eo ao r N O) O) z W C CO V mom w W - U IT ! No. 10003 r -i s 3TATE or 4i �S4410 I AI'I'�•f CERTIFIED my i I SHEET NO w A503. FILE. NO =17 1