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!2 <br />1. HOLLOW CORE PLANK BEARING ELEVATION: <br />SECOND FLOOR (2ND), ELEVATION =9�-4" <br />ELEVATION =10'-8" <br />FOURTH FLOOR /4TH\ ELEVATION = 30'-0^ <br />PROVIDE AN 8u8 KNOCK —OUT BLOCK COURSE REINFORCED WITH (2) #5 <br />CON11NUOUS AND GROUTED SOLID PLANK BEARING ELEVATIONS AND TOP OF <br />WAUL <br />2. TOP OF CLUBHOUSE- ROOF TRUSS BEARING ELEVATION = SEE PLAN. <br />3PROVIDE 10^ HOLLOW CORE PLANKS VNTH A 2" TOPPING IN UNITS AND <br />BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT PROVIDE 2^ (MIN.) <br />CONCRETE TOPPING REINFORCED WITH 6x8—W2xW2 WWF CENTER OF TOPPING. <br />PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. <br />4. GALC8NYSLABS SHALL 11--GN03T0F6' HOLLOW CORE PLANKS WITH A STEP <br />BETWEEN THE UNff AND THE BALCONY. 2^ (MIN.' CONCRETE TOPPING, <br />REINFORCED YNTH 6x6—W2xW`2 WWF CENTER OF TOPPING, SHALL SLOPE AWAY <br />FR0MI UN|TBY1*"I PROVIDE A BONDING AGENTD[T*EEN TOPPING AND <br />HOLLO� CORE PLANK. <br />EXL-BALCONY SLAB AT UNIT 84—UFAS. 85—DFAS & B8—UFAS SHALL <br />CONSIST OF A 8~ PLANK WITH T0PP|MQ AND NO STEP 8ET0FEEN UNIT AND <br />BALCONY. SEE ARCHITECTURAL PLANS FOR ADD|TIO#AL INFORMATION. <br />|ND|�4TE5 HE CONCRETE �AS0W�YUT��UWALL E. EE�. <br />MASONRY WALL 4SCHEDULE FOR S\ZE AND RE|WFORCEMENT, ALL MASONRY <br />PALLS ARE TYPE ��-1 UNLESS NOTED 0THERV0SE. <br />CLCR|CAAND PLU�8|N� MEP) DRAWINGS FOR LOCATIONG. SEWENE <br />OF- PVC �LEEVES. PUJ�B|NQ RXTURES (SINKS. TO;LETS AND TUBS), ELECTRICAL <br />RUNS AND DUCT WORK. C00RD|N&T[VNTH HOLLOW CORE @ANUFACTURER / <br />C0NTRkCTOR. <br />7. L—#|N0CATE3 PRECAST MASONRY UNTO_ SEE SCHEDULE ON SHEETS5.01. <br />& CB—#|NDiCATES CONCRETE BEAM. SEE SCHEDULE ON SHEET S3L0. <br />B. STAIR MID —LANDINGS: CROUTCWU WALL CELLS SOLID AT MID —LANDING <br />CONNECTIONS, <br />10. H—# INDICATES A WOOD HEADER/BEAM. SEE SCHEDULE BELOW. SEE SEC-118N <br />FOR ADDITIONAL |NF0RMA-11IQN. <br />11. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A <br />MAXIMUM OF2'—O" O.C. CONNECT ROOF TRUSSES TO WOOD BEAM WITH <br />S|MPS0N Hl EACH END. <br />12. pR0NDE A PRESSURE TREATED (PT) 2x6 LEDGER AT ROOF DECK BEARING, <br />TYPICAL AT ROOF DECK ADJACENT TO MASONRY WALL. FASTEN LEDGER TO <br />MASONRY WALL ;NTHY4"g x 3h' TAPCONS kT1'-4" O.C. <br />13. CLUBHOUSE ANDPUMP RD8@ <br />A. PROVIDE PRE_FABR|CATED W00J ROOF TRUSSES. SPACE ROOF TRUSSES <br />AT MAXIMUM OF 2'-0^ O.C. ROOF PITCH = 6:12. SEE <br />ARCHITECTURAL PLANS FOR AD0lllONAL INFORMATION. SEE PLAN FOR <br />ROOF UNES. INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP <br />DRAWINGS. <br />B. CONNECT ROOF TRUSSES TO MASONRY WALLS WITH S|WPSGN HETAO6 <br />EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES 'OVER 10'-0") <br />VNTH TWO /2) 5!NPSON HETAL18 EMBED ANCHORS. <br />C. CONNECT TRUSSES TOO TOP METAL STUD WALLS NTH TWO 3|WPSDN <br />HTS16 TWIST STRAPS, STUDS IN METAL STUD WALL SHALL BE CENTERED <br />UNDER TRUSS BEARING. <br />D. G.T. INDICATES LOCATION OF A GIRDER TRUSS. <br />14. CLUBHOUSE ROOF TRUSS BEARING ELEYATON = 12'-0". UNLESS NOTED <br />0THERYNSE. <br />15. PRUDE AN xB �NOCK—UTCNOBL8C01URS[ REINFORCED #5 <br />CON-PNUOU3AND GROUTED SOLID Al MID STAIR LAND|W0S, CONTINUE COURSE <br />OUT TO THE END OF WALL. <br />1�� "WH" |N0�ATES � L�HT �AU�E WET�L HEADE�. 3E[ �ENERAL NOTES FOR <br />SIZ[ AND L0HT GAUGE METAL DETAILS ON SHE[T S4,01 FOR FRAMINS <br />!�RINII��.���������N��S�Q�DT��0� <br />HBQHT �TU�S E-CH SIDE OF HEADER. �0NNECT STUD PACK TO FOUNDATION <br />IMARK SIZE HARDWARE EACH END <br />MASONRY WALL <br />MASONRY WALL <br />1 THE SPECIES AND GRADE FOR ALL 2x MEMBERS SHALL BE SOUTHERN PINE,Nu2 <br />or BETTER- ALL WOOD USED AT THE EXTERIOR CONDITIONS SHALL BE PRESSURE <br />TREATED, (PI) <br />' 2 ALL CONNECTORS SHALL HAVE MAXIMUM (Max) NAILING. <br />J NAIL 2—PLY 2x MBWBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 12" O.C. <br />4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2~, MINIMUM. <br />SCALE: 3/32''= 1'-0" <br />� <br />� <br />ARCHI�����A|T��TU��� �� <br />TECTURE ^ �_�� , ��o^�— �� <br />INTERIOR DESIGN, INC. <br />745orientaavenue, suite 1121 <br />altamontosprings, fl327O1 <br />phone:4U7.83O.14OO <br />fax:4O7.O30.4143 <br />AAO8U2731 <br />www.h:mmorchitecture.com <br />Z8phVrhiUs.FL <br />A SHEET REVISIONS: <br />