Laserfiche WebLink
PROVIDE MASONRY RAKE BEAM AT <br />GABLE ENDS. REINFORCED WITH <br />/1l#5 ATTOP COURSE. <br />' <br />~ - <br />STP <br />Sp <br />P: .701.0875 63] <br />1, HOLLOW CORE PLANK BEARING ELEVATION: <br />SECOND FLOOR (2ND), ELEVATION =&-4" <br />THIRD FLOOR ( ELEVATION = 191-8^ <br />FOURTH FLOOR (4TH)' ELEVATION = 30'-0. <br />PROVIDE AN 8x8 KNOCK —OUT BLOCK COURSE REINFORCED NTH (2) #5 <br />CONTINUOUS AND GROUTED 8OUQ PLANK BEARING ELEVATIONS AND TOP OF <br />WALL, <br />2. TOP OF CLUBHOUSE ROOF TRUSS BEARING ELEVATION = SEE PLAN. <br />5. PROVIDE 18" HOLLOW CORE PLANKS WITH A 2" TOPPING IN UNITS AND <br />0REEIEWAYS, SEE PLAN FOR LOOAMNS AND EXTENT PROVIDE 2. /M0k\ <br />CONCRETE TOPPING REINFORCED WITH 8x6—W2xW2 WWF CENTER OF TOPPING. <br />PROVIDE A BONDING AGENT 8ETVEEN TOPPING AND HOLLOW CORE PLANK. <br />4. BALCONY SLABS SHALL CONSIST OFG^ H8U-0W CORE PLANKS WITH A STEP <br />BETWEEN THE UNIT AND THE BALCONY. 2" (MIN.) CONCRETE TOPF1NC, <br />REINFORCED WITH 6x8—W2xW2 WYFF CENTER OFF TDPP|NQ, SHALL SLOPE A000' <br />FROM, 'UNIT BY 1h'. PROVIDE A BONDING 4QENTBETWEEN TOPPING AND <br />HOLLOW QVIRE PLANK, <br />EXUC70-I10N; BALCONY SLAB ATUNIT B4—UFAS. B5—UFAS 8%BG—UFAS SHALL <br />CONSIST OF A 8^ PLANK WITH TOPPING AND NO STEP. BETWEEN UNIT AND <br />BALCONY. SEE ARCHITECTURAL PLANS FOR ADD111ONAL INFORMATION. <br />/ ) <br />5. WY—#UN0CATES THE CONCRETE MASONRY UNIT ,CWU, WALL TYPE. SEE <br />MASONRY WALL SCHEDULE FOR SIZE AND REINFORCEMENT. ALLMASONRY <br />WALLS ARE TYPE #W-1 UNLESS NOTED OTHERYNSE, <br />8, SEE MECHANICAL, EUE2TR{CAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION <br />OF PVC SLEEVES, PLUMBING' FIXTURES (SINKS, TO|LETS AND TUBS)' ELECTRICAL <br />RUNS AND�UCTWORK. COORDINATE YNTH HOLLOW CORE MANUFACTURER / <br />CONTRACTOR. <br />7. L—# |ND|CATES PRECAST MASONRY L|WTEL. SEE SCHEDULE ON SHEET 85.01. <br />8. CV8—# |ND|-ATES CONCRETE BEAM. SEE SCHFDULE ON SHEET S3.0. <br />Q 3T�R IM0—LAND�GS. GROUT' 00,11" 'WALL CELLS SOLD AT MO —LANDING <br />CQ�NE��QNI <br />18^ H—# iN0iCATES A 'WOODHEADER/BEAM., SEES-1HEDULE BELOW. SEE SECTION <br />FOR AU[UTRONAL lWFORMATION. <br />11. PROMIDEPRE—FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES ATA <br />MAXIMUM OF 2^-0° O.C. CGNNECT ROOF TRUSSES TO 'WOOD BEAM WITH <br />S|W9SON H1 EACH END. <br />12 PROVIDE A PRESSURE TREATED (PT) 2x8 LEDGER AT ROOF DECK BEA0NS, <br />TYPICAL AT ROOF DECK ADJACENT T0MASONRY WALL. FASTEN LEDGER TO <br />� MASONRY WALL WITH Y4"0 x 3X~ TAPCONS AT1'-4~ O.C. <br />15. CLUBHOUSE AND PUMP ROOM: <br />A. PROVIDE PRE —FABRICATED WOOD ROOF TRUSSES. SPACE ROOF TRUSSES <br />AT WAX|MIUW 0F2`—O= Q.C. ROOF PITCH = 6:12 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 WALLS WITH S|WPS0N HETAUG <br />EMBED ANCHORS EACH END. CONNECT GIRDER TRUSSES (OVER 10'-0"\ <br />WITH TWO '2\ 5|MPSON HETAL16 EMBED ANCHORS. <br />P CONNECT TRUSSES TO TOP METAL STUD WALLS WITH TWO SIWPS0V <br />HTS18 TWIST STRAPS. STUDS IN METAL 3THQ WALL SHALL BE CENTERED <br />UNDER TRUSS BEARING. <br />D. G.T. INDICATES LOCATION OF A GIRDER TRUSS. <br />14. CLUBHOUSE ROOF TRUSS BEARING ELEVATION = 12'-0", UNLESS NOTED <br />OTHERWISE-. <br />15. AN 8x8 KNOCK —OUT BLOCK COURSE REINFORCED WITH (2) #5 <br />CONTINUOUS AND GROUTED SQU0 AT MID STAIR LANDINGS. CON11NUECOURSE <br />OUT TOTHE [ND OF WALL. <br />16L "MH° INDICATES UGHT GAUGE METAL HEADER. SEE GENERAL NOTES FOR <br />S|ZE AND UQfT GAUGE METAL DETAILS ON SHEET S4.01 FOR FRAMING <br />|NFGRMAOQN. PROVIDE A TRACK WITH NESTED STUD AND TWO (2) FULL <br />HEIGHT STUDS EACH SIDE OF HEADER, CONNECT STUD PACK TO FOUNDATION <br />YNTH A SIWPSON S/HDU4 or S/HT�4 <br />MARK HARDWARE 17ACH END <br />h�iASCNRY WALL <br />MASONRY WMALL <br />NOTE:' <br />� THE 3PECIESANDGRADE FOR ALI 2x MEMBERS SHAl BE SOUTHERN PI <br />or BETTER. ALL WOOD USED AT `IHEEXTERIOR CONDITIONS SHALL 8EPRESSURE <br />TREATED, RP.T\ <br />2 ALL CONNECTORS SHALL HAVE MAXIMUM (Max) NAILING. <br />3 NAIL 2—PLY 2x MEMBERS TOGETHER WITH ( OF 10d NAILS AT 12" O.C. <br />4 FASTENERS SHALL HAVE END AND EDGE DIMENSION OF 2^, MINIMUM. <br />/ 745nrientaavenue, suite 1121 <br />! altamontesprings, N327O1 <br />! phono:4O7.830.140O <br />' h�� x�4U783[i4143 <br />/ <br />` /A0002731 <br />! vmww.hnrumorchiteutune.cnm <br />BEN""EFICIAL <br />COMMUNITIES <br />8550S. Tvmian� Trail Suite 301Sarasota, DL34239 <br />ZephV[hil!S.F[ <br />John CuthernlenJr, P.E. <br />FLREG,#6O08O <br />SET DISTRIBUTIONS: <br />������ FRAMING PLAN <br />������K� U��nu���U�U��� <br />