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13-491-021
.: ■ ' ::► FOR SHEATHING SEE GENERAL - STRUCTURAL NOTES (1) 3/8" LAG. SCREWS W/ 2" DIA. STD WASHER. W/ 3" EMBED IN WD BEAM BELOW FOR SHEATHING SEE GENERAL STRUCTURAL NOTES EL SEE PLAN VPREFAB WOOD TRUSSES @ 24" FOR FASCIA INFORMATION IDARD HOOK SEE ARCH PLAN AN AND SCHEDULE R REINF. SEL PLAN SECTION 1 W/ AR R COORDINATE CH DWGSTFORLOCATIONAND DEPTH SCALE 3/4" = 1' -0" OF RECESS IN CEILING. TYP TRUSS CONNECTOR BEYOND SEE PLAN AND SCHEDULE 12 WOOD MEMBER J \ TV W/ KNOTCH AT SUPPORRAFTER CONNECTOR SEE PLAN AND SCHEDULE WOOD MEMBER SEE PLAN &SCHED. P.T. WOOD SHI RE©'D. BELOW OTLOOKER W/ �3r16d TOE NAILS WOOD MEMBER EL COLUMN BEYOND SEE PLAN & SCHED. SEE SCHEDULE & PLAN i SEE SECTION 6 IN S -8 SECTION FOR CONNECTION BET/ WOOD SCALE 3/4 " = 1 ° -0" `t MEMBER & STEEL COLUMN FOR SHEATHING SEE GENERAL STRUCTURAL NOTES -t 1 O NAILS 0 4" EL VARIES 12 COORD Wf ARCHRCH. . DING LPREFAB WOOD TRUSSES @ 24" PROVIDE 30 LBS FELT PAPER B/ CONC. & WOOD MEMBERS -CONC. BEAM SEE PLAN AND SCHEDULE CONC. /MASONRY COLUMN BEYOND FOR REINF. SEE PLAN & SCHED. I w PREFAB. WOOD TRUSSES BEY 1/4" DIA TADCONS SCREWS I I J 8" O.C. 2" EMBED II =---8- CMU WALL, PROVIDE 1" BETWEEN SHEATHING IN CRETE. II FOR REINF. SEE PLAN & SCHED. &TOP CONC. BEAM 0 U 3#5 / DOW uj II "' M " S PLAN AT EACH pELS EN� a_ EL. SEE PLAN � EL. SEE PLA� CONC. SLAB FOR REINFORCEMENT I SEE PLAN & SCHED. A PROVIDE 30 LBS FELT PAPER ( CONC. BEAM -' 9/'WOOD & CONC. MEMBERS I SEE PLAN AND SCHEDULE STD. HOOK PREFAB WOOD TRUSSES @ 24" I• CONC. COLUMN • SEE PLAN &SCHEDULE BOTTOM BARS HOOKED AT EA. END SECTION 7 SCALE 3/4" = 1' -0" 10d NAILS @ 4" P.T. WOOD LEDGER SEE PLAN & SCHED. FOR CONNECTOR TYPE SEE PLAN AND SCHEDU // 12 FOR SHEATHING SEE GENERAL ARCH. DWGSI STRUCTURAL NOTES '-PREFAB WOOD TRUSSES 0 24" -CONC. BEAM SEE PLAN AND SCHEDULE CONC. /MASONRY COLUMN BEYOND FOR REINF. SEE PLAN & SCHED. SECTION SCALE 3/4" = 1' -0" 1 FOR SHEATHING SEE GENERAL STRUCTURAL NOTES FOR CONNECTOR TYPE SEE PLAN AND SCHEDUL 12 C D W CH. f i CH. DW AB WOOD TRUSSES ® 24" '`,`CONC. BEAM OR DROOPED TB, PLAN SEE PLAN AND SCHEDULE CONC. /MASONRY COLUMN BEYOND FOR REINF. SEE PLAN & SCHED. SECTION 2 SCALE 3/4" = 1' -0" FOR SHEATHING SEE GENERAL 10d NAILS @ 4" O.C: STRUCTURAL NOTES ,-6 EL. VARIES _ PREFAB WOOD TRUSSES c EXTEND SH THING BELOW IGGYBACK VALLEY TRUSSES FOR SHEATHING SEE GENERAL STRUCTURAL NOTES 12 FOR CONNECTOR TYPE COORD WGS COORD W/ 12 SEE PLAN AND SCHEDUL ARCH. DW EL SEE PLAN REFAB WOOD TRUSSES @ 24" FOR CONNECTOR TYPE FOR FASCIA INFORMATION SEE PLAN AND SCHEDULE SEE ARCH PLAN 4RD HOOK 8 "CMU ALL W/ #5848" O.C- PROVIDE 3 & WOOD T BEES I SEE PLAN CONC. TB SEE PLAN AND SCHEDULE 4" RECESS IN WALL " CMU WALL SEE ARCH DWGS FOR SIZE I FOR REINF. SEL PLAN &LOCATION I SECTION SECTION SCALE 3/4" = 1' -0" 1 SCALE 3/4" = 1' -0" -10d NAILS @ 4" O.C. 1/4" DIA °TAPCON" �-wl3W EMBED IN CONC. WASH / ER IA LAG SCREW W/ 2 " " " WASH /ER DIA LAG SCREW W/ 2 " FOR SHEATHING SEE GENERAL WOOD MEMBER W/ 3'� MIN EMBED 1/4 STEEL PLATE IN 3/8 KERF WOOD MEMBER Wf 3'� MIN EMBED STRUCTURAL NOTES IN WOOD BEAM BELOW. AT WOOD MEMBER CENTER LINE IN WOOD BEAM BELOW. �ALL�PPI CGYBACK TRUSSES 1 1 / 2 1 ¢ I DED TO STEEL BOTTOM PLATE. " " EXTEND TRUSSES LLJ II I ki s I U #5 0 48" O.C. c, FULLY GROUTED FILL CELL @ANCHOR LOCATION �' � . EL. SEE PLAN .I. REFAB WOOD TRUSSES @ 24" • P.T. WOOD. LEDGER SEE PLAN & SCHED. CONC. TB SEE PLAN AND SCHEDULE 8" CMU WALL FOR REINF. SE PLAN I SECTION 5 SCALE 3/4" = 1' -0" w J BEj M DUF2EE PLAN I 0 2' -3" I = C) CONC. SLAB BEYOND II SEE PLAN AND SCHEDULE J 0 II w I uj "' — — — — EL +11' -0" EL SEE PI I VPREFAB WOOD TRUSSES @ 24" I• TANDARD HOOK ONC. TB SEE PLAN AND SCHEDULE 4" DEEP CONC. WALL W / #4 @4" O.0 EA. WAY AT I MID DEPTH, AT WALL CENTER LINE J. EL SEE PLAN CONC. TB -2 SEE PLAN AND SCHEDULE CONC. /MASONRY COLUMN BEYOND FOR REINF. SEE PLAN & SCHED. 1L4" STEEL PLATE IN /8" KERF A WOOD MEMBER CENTER LINE WELDED TO STEEL BOTTOM PLATE. 1/2- 2" "2 "2" 1 112- 1 !1 n u iMc u A gg iLI IaN MOD " I I SEE PLAN M (4) 1 2" DIA INTO I I WOOD BEAM S°TRLIC -I" AL SECS gC /MEMBER O I I LA WOOD MEMBER. ( I SEE PLAN I I TEEL COLUMN TOP PLATE, SEE SCHEDULE &PLAN TOP PLATE, ( I TESL COLUMN � � 0�:� a 8Y. _..� SEE SCHEDULE I SEE SCHEDULE I I SEE SCHEDULE &PLAN [g C ONE BEAM CONDITION L OF COL SECTION TWO BEAM CONDITION SCALE 3/4" = 1' -0" 8 "X8" CONC. WINDOW SILL SEE ARCH DWGS FOR PROFILE . CONC. /MASONRY COLUMN BEYOND W/ 2 #5 CONT. FOR REINF. SEE PLAN &SCHED. �22 10d ,MAILS NOAH�9 80721 05E W/ (12) 10d NAILS 4 O.C. EL COORD. INTO WOOD MEMBER ARCH. DWG . 1/2" DIA LAG SCREW W/ 2 1/2" FOR SHEATHING SEE GENERAL I• WOODEMEMBER VESVVK IN E MBED STRUCTURAL NOTES EL. SEE PLAN IN WOOD LEDGBELOW. FOR SHEATHING SEE GENERAL STRUCTURAL NOTES I I P.T. WOOD LEDGER #5 @48 "O.C. N I • L. SEE PLAN SEE PLAN & SCHED. . %ALChEMFLESEE PLAN W J I CONC. BEAM = SEE PLAN AND SCHEDULE � • o W � U EL SEE PLAN ,L . !' . '/ I FOR SLAB REINFORCEMENT M v — — SEE PLAN, TYP. U.O.N. III I STD. HOOK CONC. /MASONRY COLUMN BEYOND CONC. BEAM 2B -17 BEYOND FOR REINF. SEE PLAN & SCHED. SEE PLAN AND SCHEDULE I SECTION SCALE 3/4" = 1' -0" OILEL BOTT OF BEAM "-MUNCHED CONC. BEAM 2B -20 SEE PLAN AND SCHEDULE I a I SECTION 8 SCALE 3/4" = 1' -0" 8" CMU WALL, FOR REINF. SEE PLAN & SCHED. I CONC. SLAB FOR REINFORCEMENT JA�CPEMF�ESEE PLAN SEE PLAN & SCHED. OL EL SEE PLAN J • S CONC. BEAM °w — a_ SEE PLAN AND SCHEDULE En �� Li r7 U I O W U I v w 1. v SEE PLAN AND I EL. SEE PLAN SCHEDULE STD. HOOK I FOR REINF SEE PLAN I A -r U � J FOR SLAB REINFORCEMENT j SEE PLAN, TYP. U.O.N. STD. HOOK —� STEEL COLUMN BEYOND FOR SHEATHING SEE GENERAL 1 O MAILS STRUCTURAL NOTES ®4 O.C. EL VARIES P.T. WOOD S /HIy A'z REVD. BELOW OTLOOKER W 3 16d OE NAILS CONC. BEAM 1/4" DIA TAPCONS SCREWS FOR REINF. SEE PLAN & SCHED. @ 8" O.C. W/ 2" EMBED IN CONCRETE. CONC. COLUMN BEYOND FOR REINF. SEE PLAN & SCHED. PREFAB WOOD TRUSSES @ 24" EL SEE PLAN VIDE 30 LBS FELT PAPER SECTION IOOD & CONC. MEMBERS 13 SCALE 3/4" = 1' -0" SECTION SCALE 3/4" = 1'_0" 11 TRUSS MANUF. TO PROVIDE �A VERT. MEMBER @ THIS LOCATION II'I" /. • __01 PREFAB WOOD TRUSSES @ 24" CONC. /MASONRY COLUMN BEYOND FOR REINF. SEE PLAN & SCHED. WOOD LEDGER PLAN & SCHED. SEE PLAN AND SCHEDULE 3 16d TOE WS AT 3z FOR SHEATHING SEE GENERAL STRUCTURAL NOTES EL VARIES �REFAB ail TRUSSES „r O MNG VM 3 16d TOE No AT M END T. Now iCHEDULE X4 DA TAPWN SCRRS ? I IM IN i w NM PROVIDE 1 LBS FELT .,. i WOOD MEMBEI LOOD MEMBER SEE SEE PLAN AND SCHEDULE KI3X1,0 WOOD LEDGER 4 DIA KWIK BOLT 3 TI COUNTERSUNK @ 12" 0 STAGGERED W /6" EMBED IN CONC. NOA 01- 1001.03 CONC. BEAM SEE PLAN AND SCHEDULE SECTION SCALE 3/4" - 1'-0" 12 12 COORD WGSI ARCHRCH. . DW ��1 GRAF %LUZKO RESADENGE 7601 SW 60 AVE MIAMI, FL 33133 KEYPLAN N.T.S. REVISIONS NORTH ARCHITECTURE PRELIMINARY REVIEW •. t CHECKED BY: M. ENRIQUEZ ISSUE 1A OCT. 25, 2012 SCALE: AS NOTED EL. SEE PLAN \-PhEFAB WOOD TRUSSES SHEET TITLE FOR CONNECTOR TYPE SEE PLAN AND SCHEDULE 4RD HOOK TB STRUCTURAL V AND SCHEDULE REIN WASE� PLAN SECTIONS II%_. I I 15 SCALE 3/4" = 1' -0" IGNACIO J. CALVO STRUCTURAL ENGINEER FLORIDA LICENSE NO. 56755 1800 S.W. 27th. Ave. #401 Miami, Florida 33145 Ph: (305) 648 -9008 Fax: (305) 648 -9128 E -MAIL: ijcpe@bellsouth.net SHEET NUMBER S�8 COPYRIGHT GIORGIO BALLI, PA. 8301 SW 53 AVE MIAMI, FL 33143 - 305.669.5160