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264 BUTTERCUP CIRCLE R. IQD&EPRJAMRIKLIB� 1. HDLLOWC0RE PLANK SEARING ELEVATION: SECOND FLOUR (2NO)ELEVATION = 9/-4" THIRD FLOOR /3RU\ ELEVATION = 10'-8° FOURTH FLOOR (4TH). ELEVATH0N = 1-10'-0^ PROVIDE AN 8x8 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID PLANK BEARING ELEVATIONS AND TOP OF l TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVAT10N = SEE PLAN, 3. PROVIDE 10' HOLLOW CORE PLANKS WITH A 2" TOPPING IN UNITS AND BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT. PROVIDE 2^ (MIN.) CONCRETE TOPPING REINFORCED WITH 0x0-W2xV2 WVF CENTER OF TOPPING. PROVIDE BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. 4. BALCONY SLABS SHALL CONSIST OF6^ HOLLOW CORE PLANKS WITH A STEP BETWEEN THE UNIT AND THE BALCONY. 2" (MIN.) CONCRETE TOPPING, REINFORCED WITH 6x8-W2nW2 VNNF CENTER OF T0PP|NG, SHALL SLOPE AWAY FROM UNIT BY1N'. PROVIDE AB0ND|NG AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. EXUCEJP-qDJLI- BALCONY SLAB ATUNIT 84-UFAS. B5-UFAS& 88-UFASSHALL CONSIST OF A 8^ PLANK YNTH TOPPING AND NO STEP BETWEEN UNIT AND BALCONY. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 5. MV-1#|N0CATE3 THE CONCRETE MASONRY UNIT (CWU) WALL TYPE. SEE NAASOHRYWALL SCHEDULE FOR SIZE AND REINFORCEMENT. ALL MASONRY WALLS ARE TYPE MW-1 UNLESS NOTED OTHERWISE. 0, SEE MECHANICAL, ELECTRICAL AND PLUMBING /WEP) DRAWINGS FOR LOCATION OF PVC SLEEYES, PLUMBING FIXTURES (SINKS, TOILETS AND TUBS), ELECTRICAL RUNS AND DUCT WORK. COORDINATE WITH HOLLOW CORE MANUFACTURER / CONTRACTOR. 7, L-# INDICATES PRECAST MASONRY LINTEL, 71E SCHEDULE ON SHEET S3,0. 8, CS-�|N�|CATES CONCRETE 8EAW. SEE SCHEDULE ON 3M[ETSIO1. & STAIR WD-LANDINGS: CR0UTCWU WALL CELLS SOLD AT MID -LANDING CONNEC�0NS' 10. H-# |ND10&TES) A WOOD HEADER/BEAM. SEE SCHEDULE BELOW. GEE SEC-RON �0NkL FOR AQD|!NFORMiATION 11- PROVIDE PRE-FA8R|CATED 'WDOD �00F TRUSSE& -SPACE ROOF TRUSSES AT A W&X}MU# OF 2`-0" D.C. 08#NECTROOFTRU�SE5TD WOOD BEAN WITH S|MPSON H1 EACH ENQ� 12, PROVIDE A PRESSURE TREATED (PT) 2:6 LEDGER AT ROOF DECK BEARING, TYP|CAL AT ROOF DECK ADJACENT TO MASONRY WALL, FASTEN LEDGER TO MASONRY VALL YNTH %"0 x Jy4' T�P�ONS AT 1'-4" O.C. 13. CLUBHOUSE AND PUMP ROOM: A. PROVIDE PRE -FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES AT A MAXIMUM OF 2'-0" U.C. HOOF PITCH = 6:12. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR ROOF LINES. INSTAL" ROOF TRUSSES PER APPROVED TRUSS SHOP DRAWINGS. B. CONNECT ROOF TRUSSES TO MASONRY WALLS WITH C|WPSUW HETAL16 EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES (OVER 10'-0") WITH TWO (2) S|MP3ON HETAL16 EMBED ANCHORS. C. CONNECT TRUSSES T0 TOP METAL STUD WALLS WITH TWO S|NPS0N HT316 TWIST STRAPS. STUDS IN METAL STUD WALL SHALL BE CENTERED UNDER TRUSS BEARING. D. G.T. INDICATES LOCATION OF A GIRDER TRUSS. 14` CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-f0", UNLESS NOTED OTHERWISE. '5i PROVIDE AN 8x0 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 CONTINUOUS AND GROUTED SOLID AT MID STAIR LANDINGS. CONTINUE COURSE OUT TO THE END OF WALL. 41 Fj. ^WH° INDICATES A LIGHT GAUGE METAL HEADER. SEE GENERAL NOTES FOR SIZE AND LIGHT GAUGE METAL DETAILS ON SHEET S4.01 FOR FRAMING |WFDRMATUN. PROVIDE A TRACK WITH NESTED STUD AND TWO /2\ FULL HBGHTSTUD8 EACH SIDE OFHEADER. CONNECT STUD PACK TO FOUNDA110N WITH A SiMP3ON S/HDU4or8/HTT14. MASONRY WALL 1 TNE 3�ECAE3 AND GRADE FOR ALL 2x MEMBERS SHALL BE SOUTHERN PINE, No.2 or ��. AL, WOOD, USED AT �E EXTERIORCONDITIONSSHALLBE PRESSURE 2 ALL CONNECTORS SHALL HAYE MAXIMUM (Max)NAILING. 3 NAIL 2-PLY 2xMEMBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 12~ 0,C. 4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2°, MINIMUM. U~'UlLr"NkN'" I THIRD Fw R n~� M11NG P1 LAN � � INTERIOR DESIGN, INC. 745orientaavenue, suite 1121 altamonhaephngs, fl327O1 phune:4O7.83U.14OO hsx:4O7.O3O.4143 AA0OO2731 wmw.forumamhihaoturecom B 8 Ill E"NEFICIAL COMMUNITIES 8558S. Tamiami Trail Suitm301 Sarasota, FL3423 John Guthennan]c.P.E. FLREG.#6088O SET DISTRIBUTIONS: