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a&HIERAIAN STRUCTURAL INC. <br />2*m/-1 sRCo,unCLs <br />ALTIAMONTE SPRINGS FL 32714 <br />HOLLOW CORE PLANK BEARING ELEVA-110N: <br />SECOND FLOOR (2ND)ELEVATION = 8'-4" <br />THIRD FLOOR (3RD).ELEVATION =19'-8" <br />FOURTH FLOOR (4TH), ELEVATION = 30'-0^ <br />PR(VIQE AN 8x8 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 <br />CONTINUOUS AND GROUTED SOLID PLANK BEARING ELEVATIONS AND TOP OF <br />WALL. <br />l TOP OF CLUBHOUSE ROOF DR0SSBEARING ELEVATION = SEE PLAN. <br />I PROVIDE 10° HOLLOW CORE PLANKS WITH A 3" TOPPING IN UNITS AND <br />BREEZEWAYS. SEE PLAN FOR LOCATIONS AND EXTENT. PROVIDE 2^ (MIN.) <br />CONCRETE TOPPING REINFORCED WITH 8x8-W2xW2 V0NF CENTER OF TOPPING. <br />PROVIDE A BONDING AGENT BETWEEN TOPPING AND HOLLOW CORE PLANK. <br />4, BALCONY SLABS SHALL CONSIST OF 6, HOLLOW CORE PLANKS NTH A STEP <br />BETWEEN THE UNIT AND THE BALCONY. 2" (MIN.) CONCRETE TOPPING, <br />REINFORCED WITH 0x6-W2xW2 ftf CENTER OF T0PP|NC, SHALL SLOPE AWAY <br />FROM UNIT BY1X'. PROVIDE A BONDING AGENT BETWEEN TOPPING AND <br />HOLLOW CORE PLANK. <br />EXCEPTION: BALCONY SLAB ATUNIT B4-UFA3' 85-UFAS&88-UFAS SHALL <br />CONSIST OF A 8^ PLANK VNTH TOPPING AND NO STEP BETWEEN UNIT AND <br />BALCONY. SEE ARCHITECTURAL PLANS FOR ADDITIONAL |NF0RWA190N. <br />5. WW-# INDICATES THE CONCRETE MASONRY UNIT (CIM1U) WALL TYPE. SEE <br />MASONRY WALL SCHEDULE FOR D|ZE �NDRBNFORCEMENT ALL MASONRY <br />WALLS ARE TYPE UNLESS NOTED OTHERVNSE, <br />P' SEE MECHAN|CAL, EUECTR|CAL AND PLUMBING (MEP) DRAY0N0S FOR LOCATION <br />OF PVC SLEEVES, PLUMBING FIXTURES (SINKS, TOILETS AND T1,18S). ELECTRICAL <br />RUNS AND DUCT�"V8RK. COORDINATE VNTH H8LLOWCORE MANUFACTURER / <br />CONTRACTOR. <br />T ��!���P���������������0. <br />8, �|N�C� �RE 8. EE ON SHEBSI0���. <br />g. STAR MID- LANDINGS: GR8UTCMU INALL CELLS SOLID AT MID -LANDING <br />CQWNEC'91DNS. <br />10. H-# INDICATES A WOOD HEADER/BEAM. SEE SCHEDULE BELOW. SEE SECTION <br />FOR ADDITIONAL |NFORMAIRON. <br />11. PROVIDE PRE ROOF TRUSSES. SPACE ROOF TRUSSES AT <br />MAXIMUM OF 2'-0" O.C. CONNECT ROOF TRUSSES TO WOOD BEAM WITH <br />3|MPSON H1 EACH END. <br />12. PROVIDE A PRESSURE TREATED (PT) 2x8 LEDGER AT ROOF DECK BEARING, <br />TYPICAL AT ROOF DECK ADJACENT TO MASONRY WALL. FASTEN LEDGER TO <br />MASONRY WALL WITH J/4"O x 3Y4" T4PCONS AT1"-4" O.C. <br />�3. CLUBHOUSE AND PUMP ROOM: <br />A. PROVIDE PRE -FABRICATED N0UQ ROOF TRUSSES. SPACE ROOF TRUSSES <br />ATAMAXIMUM OF 2'-0° O.C. ROOF PITCH = 8:12. SEE <br />ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. SEE PLAN FOR <br />ROOF LINES, INSTALL ROOF TRUSSES PER APPROVED TRUSS SHOP <br />DRAWINGS. <br />B. CONNECT ROOF TRUSSES TO MASONRY 'NALLS WITH S|MPSON HETAL16 <br />EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES (OVER 10'-0") <br />VNTH TWO (2) S!WPSON HETkU6 EMBED ANCHORS. <br />C f�0NNECT TRUSSES TO TOP METAL STUD WALLS WITH TWO S|WPS0N <br />HTS16 TIVNIST STRAPS, STUDS IN METAL STUD WALL SHALL BE CENTERED <br />UNDER TRUCS 9EAR|N(3. <br />D. 8.T� |ND|CATE3 U0C, _OON OF A GIRDER TRUSS. <br />14, CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED <br />OTHERWISE. <br />15. PROVIDE AN 8x8 KNOCK -OUT BLOCK COURSE REINFORCED WITH (2) #5 <br />CONTINUOUS AND GROUTED SOLID ATk�I|D STAIR LANDINGS. CONTINUE COURSE <br />OUT TOTHE END OF WALL. <br />16L "MH~ iN0C&TE3 A UCHT GA.UGE WETAL HEADER. SEE GENERAL NOTES FOR <br />�� AND U�T����B� ��� ON �BTS�O1 FOR FRAMING <br />|NFORWA�0N. PROVIDE'A TRACK YNTH NESTED STUD AND TWO (2) FULL <br />HEll G_HT STUOS, EACH SIDE UF HEADER. C0NNEC7 STUD PACK TO FOUNDATION <br />NATH A SiWPSON 3/HDU4 or S/H714. <br />MASONRY WALL <br />MASONRY WALL <br />1THE SPECIES AND GRADE FOR ALL 2xWEM8ERS SHALL BE SOUTHERN PINE, Nu2 <br />or BETTER, ALL WOOD USED AT THE EXTERIOR CONDITIONS SHALL BE PRESSURE <br />TREATED, (P.T.� <br />2 ALL CONNECTORS SHALL HAVE MAXIMUM (Max)NAILING. <br />J NAIL 2-PLY2x MEMBERS TOGETHER WITH (2) ROWS 0F1Od NAILS AT12^ O.C. <br />4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2^, MINIMUM. <br />BUILDING <br />� ��������� FLOOR <br />FRAMING <br />PLAN <br />H �� <br />��hK �UU U �UU���~n � ~~ SECOND �U��U � ��U K �K ���� �� U��KUU��K �/ ��U ���K�� <br />�~~ ~~~ "���-' " " � ~~� " ~�. ~�~ ._~ =�. " � ~~� " �� "�~ ~�~ " � " " ~" °~� " " ° � ~~~' " °~~" °" � <br />SCALE: 3/32" = 1'-10" <br />� <br />� <br />NTERIOR DESIGN, INC. <br />745ohentaavenue, suite 1121 <br />eltamonhesprings, D327O1 <br />phone:407.O3U.14O0 <br />fox:4O7.O304143 <br />AA0OO273i <br />www.forumanchitectuns.com <br />ago ano <br />an a a an <br />go <br />1-5ENEFICIAL <br />� <br />COMMUNITIES <br />3550S. Tumiumi Trail Suite 3010masvta, FL3423 <br />ZephV[hillS, FL <br />John CuthermanJc/P.E. <br />FL. REG. #6O880 <br />z� SHEET REVISIONS: <br />EDITED BY: JG <br />PROJECT NO. 14-2984 <br />