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HomeMy WebLinkAboutBLDG1312-0001-PlansN t• CY.) = (NI -LU - rJ '(13 E a, CD II - (r) CCI 44) < LU I— 0 LLJ J < - < rr--g 0 0 (.41 0 U-1 0 L1- 0 LU 0 -J uJ 0 0 UJ _>.1 LIJ LU UJ CY >" 0 CL Lu CL LU ;-2 LLJ 0 [-74 U.1 uJ 0 ILLJ cc! cL ›- LL 0 0 0 L.) Cx LU 0 cf) - J 0 0 uJ 0 0 i?; -,z 0 (f) LU 0 . -1 0 LL LU ce 0 OU) uJ ci Lu -„,,z 0 U") LIJ 0 CC) -J >- 0 uJ (I) cn SED BY OR D ORS SHALL VERI 0 0 SENTED BY TH u") cn LU 0 LU U.1 0 LU 1 CY < UJ > L,) Lari. < LU ONS SHOWN BY T 0 0 01— co '0, 0 u LL- LL1 (1) UJ 2-17 1- -.a 0 1•••••1 W L 0 Lf) Uc LU Q LLI 0 0 u- 1-- 0 FOOTING DOWELS TO MATCH VERT. REINFORCIN 48 DIA, BAR LAP SPLICE 1-1/2" D RECESS © SLAB EDGE (-) 1-1/2' TOP OE RECESS BRICK OR -- STONE VENEER - - NiN \,1 :4 CZ LIJ 1"17 < I 1 I 4 <‘ JI / *11 -,41= 721 I I 11 1 I JT , 4 e 7.7 I " — - I ° GROUT CELLS SOLID Al ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP,) 2 LAYERS OF 56 WI ,-1x1N1,4 WWN1 ,/ 60' MIN, I ENGTH, PERIMETER / 3" CLEAR SEE FfG SCHEDULE ON 51.N FOR FTG SIZE AND REINFORCING - - 51,:/2" x 7 EXTENSION 1 ' 1'LEDGE ADD (1)45 CONT. BRICK LEDGE DETAIL 4B SD1 THICKEN SCALE: 3/4" = 11-0" MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) —4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL R BRICK D SLAB/FOOTING 4 3' CLEAR 4 SEE FTG SCHEDULE ON 51.N FOR FTG SIZE AND REINFORCING MASONRY CO SCALE: 3/4" — 11-0" GROUT CELLS SOLID AT ALL VERT, WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING, PROVIDE 48 DIA. BAR LAP SPLICE. - PAVERS 13Y OTHERS G. L IJ (.3 r Q" -Q" P OF SLAB FOOTING DOWELS TO MATCH VERT. REINFORCING. 48 DIA. BAR LAP SPLICE (1) #5 BAR IN TOP OF CONC. CURB (-) 1-1/2" TOP OF RECESS BRICK OR STONE VENEER 4 LIJ rNI C '') ,, ° . • GROUT CELL) SOLID AT ALL --' VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) 2 LAYERS OF 6x6 W1.4xV1/.1,4 WWM / 60" MIN. LENGTH. PERIMETER 7- 1* 1/H1 - -- .4 1 4! Cl._AR SEE FTG SCHEDULE ON SLN FOR FTG SIZE. AND REINFORCING x 7 I/)" EXTENSION 51c11 FOR BRICK LEDGE ADD (1).#5 CONT. BRICK LEDGE DETAIL TH 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) 0'-0" TOP OE SLAB I H\/ARIES TOP OF GARAGE CKENED SLAB/FOOTING AT GARAGE SCALE: 3/4" = 11-0" (1) - 45 CONT. - COMPACTED 81' SUBGRADE DEPRESSED SLAB DETAIL SCALE: 3/4." = 1-0" IT IS THE INTENT OF THIS DETAIL TO PROVIDE SOLID MASONRY FOR A DISTANCE OF APPROXIMATELY 6" BELOW THE WINDOW SILL SO AS TO FACILITATE A VERTICAL SHU I I ER INSTALLATION AND TO MINIMIZE MOISTURE INTRUSION. THIS DETAIL SHALL BE APPLIED EVERYWHERE UNLESS AN ALTERNATE DETAIL (POURED SILL, BOND BEAM, OR OTHER) 15 SPECIFIED, IN ADDITION THIS DETAIL SHALL BE APPLICABLE IRREGARDLESS OF A SECTION DETAIL BEING SHOWN ON THE PLAN, 11" 4 • • 41 . IN LIEU OF A PRECAST SILL A POURED SILL MAY BE USED SO LONG AS THE DEPTH IS AS SHOWN AND A #5 BAR IS PLACED FOR A DISTANCE OF AT LEAST WIDTH SILL TO BE SET ON A FULL BED OF MORTAR IF REQUIRED DAMPEN........ - THE SILL AND/OR CMU TO MINIMIZE MORTAR SHRINKAGE ()` TYP. WI WINDOW - PRECAST CONC, WINDOW SILL PLACE MORTAR INTO CORE OF MASONRY FOR A DEPTH OF NOT LESS THAN 6" MORTAR SHALL BE PACKED "TIGHTLY" DO NOT INSTALL ANY TYPE OF BOND BREAK (CAVITY CAPS) INSTEAD USE AN ALTERNATE METHOD SUCH AS WIRE SCREEN OR OTHER, NDOW SILL CO\STRUCTION SDI-) SCALE: 3/4" = 11-0" (MASONRY) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS - (1) - 45 CONT 1 SEC SCALE: 3/4'' = 11-0" - PRECAST CONC. SCREENED VENT. 1 PER CAR IN GARAGE - LOW, PRECAST / LINTEL ACROSS / OPENING (-) 1-1/2" TOP OF CURB PRECAST CONC. SCREENED VENT, 1 PER CAR IN GARAGE GARAGE WALL VENT SCALE: 3/4" = 11-0" 4 4 3" Cl.. --.EAR • ° 4 SEE FTG SCHEDULE ON 51.N FOR FTG SIZE AND REINFORCING GROUT CELLS SOLID AT ALL VERT, WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING (TYP,) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 DIA. BAR LAP SPLICE. 7 PAVERS BY OTHERS MASONRY CO. FTG. SCALE: 3/4" = 11-0" SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1.„ W,VV.M. PLACED IN -- 8 UPPER 1/3 OF SLAB \ OR FIBERMESH \ / REINF. PER PLAN / • \ I TOOLED OR SAW -CUT JOINT WITHIN 12 HOURS (MAX.) I I • -COMPACTED SUBGRADE SAW CUT DE TAI SD.1.2 SCALE: 1/2" CMU WALL PER PLAN • • • • . • .,'"•••• 2 - 4.5 IN GROUT FILLED CELL GARAGE DOOR JAMBS SCALE: N.T.S. CONNECTOR -- SEE PLAN SEE ARCH. LIJ L 16" VERIFY w/ARCH, PLAN DECORATIVE COLUMN, SEE "r'' ARCH WOOD POST SEE PLAN 7-- (2) #5 HORZ. REBAR / - PAVERS BY OTHERS -417 . 3" Cl FAR 4 SEE FrE SCHEDULE AN S.I.,N FOR FTG SIZE. AND REINFORCING - #5 VERT. REBAR 16" 0.C, MAX, (-4- WOOD POST FTG. D1 A" MIN. EACH WAY ......• . _ I, 6 „ _ i cci 1, 1 SCALE: 3/4" = -0" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT. SEE SCHEDULE CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS, SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (IE. 2 TO 3, PROVIDE 2 BARS), U.N,O, TYP. CORNER BARS DETAIL SCALE: 3/4" = (MONOLITHIC) FOUN. MAIN STEEL OF MONOLITHIC FOUNDATION NOT SHOWN DATION EXTENSION SCALE: N.TS. (MONOLITHIC) TO THE BE7 OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BEI OW. SANG-YUE, EE, PE. Honda No. 72323 c4i Lil ORLANDO ANGELES E 00 .11 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11)(17 ---- 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STRUCTURAL NOTES AND DETAILS PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK TBI NUMBER 0077 0077 MODEL SAVIERO ELEVATION NAME ALL SHEET NUMBER SD1 SERIAL NUMBER 1010.0 z 0 < cn CD LU (Muj CL Z 0 I-1-1 Ln CC: LU Di; 10 0 0 LLJUJ < DE cr) U_I ! CD 0 OC 100 > Ln UJ Z 0 > 0 > LU U-1 0 h 0 I- 0 1^- < LLJ - ct U.J ""?" LU Lu < 0 o0 (n LU < jLU 2;' (I) < LU : LLJ 0 >- DO < -I 0 1- LLI U._ 0 0 0 LLJ 0 -J L.) Ln 0 ORS SHALL VE 0 UJ c4 (.9 (1) CL. cr LJJ 0> 0 , ILL (-fluJO (.9 w (-) 1.1.1 0 LLJ ›- (.f) 0 r:=1 1- uj 1-- 0 ei) 0 1.1J CC) (1) LLJ U._ 0 .1:11-1171X1-71 717-71161T: .! / MASTER BEDROOM 41*, COVERED LANAI MASTER BATH TWO-STORY GREAT ROOM ('' DINING ROOM FIRST -LOOR PLA SCALE: 1/8"=V-0" 11111 1 !UT MAL BATH 3 STUDY VERSAILLES OPEN TO GREAT ROOM BELOW • SECOND FLOOR PLAN LO NT OPEN 70 FOYER BELOW -TWO-CAR GARAGE ITWO-STORY 1 COVERED I ENTRY 7-77 fit 7"7"1 - BONUS ROOM -10=10MIMUMMMBEIMMIIIM SCALE: 1 8"-l'-0 VERSAILLES MARK windows El E2 D1 02 Al A2 A3 A4 B1 K A5 A6 03 AB 1 A7 AB2 04 AB3 J1 J2 J3 J4 A8 A9 Al 0 Al 1 Al2 A13 H G1 G2 G3 doors 2 3 STYLE WINDOW AND DOOR SCHEDULE WINDOW SIZE MASONRY OPENING VVIDTH (in) HEIGHT (in) WIDTH (in) 1 HEIGHT (in) 4053 -SH 48.0 4053 -SH H35 -SH H35 -SH 25 -SH 25 -SH 25 -SH 25 -SH H33 -SH FIXED GLASS 25 -SH 25 -SH H35 -SH ELLIPTICAL TRANSOM 25 -SH ELLIPTICAL TRANSOM H35 -SH ELLIPTICAL TRANSOM FIXED GLASS FIXED GLASS FIXED GLASS FIXED GLASS 25 -SH 25 -SH 25 -SH FIXED GLASS 25 -SH 25 -SH 25 -SH ELLIPTICAL 34EH-SH ELLIPTICAL. FIXED GLASS ELLIPTICAL FIXED GLASS ELLIPTICAL FIXED GLASS ELLIPTICAL FIXED GLASS 3080 ENTRY DR/ VW 12" :.31DELITE OH GARAGE 12080 SGD mullions 1 (A2 -A3) 1 X 4 Alum Vert 2 (D3-AB1) 1 X 4 Alum Horiz 3 (A7-AB2) 1 X 4 Alum Horiz 4 (D4-AB3) 1 X 4 Alum Hon/. 48.0 26.5 26.5 37.0 37.0 37.0 37.0 26.5 48.0 37.0 37.0 26.5 26.5 37.0 37.0 26.5 26.5 24.0 24.0 24.0 24.0 37.0 37.0 37.0 32.0 37.0 37.0 37.0 53.125 18.0 18.0 18.0 53.0 63.0 49.00 63.25 DESIGN PRESSURE POSITIVE (psf) NEGATIVE (ps 41.9 54.7 63.0 63.0 63.0 63,0 49.00 63.25 27.50 63.25 27.50 63.25 38.00 63.25 63.0 63.0 63.0 38.375 64.0 63.0 63.0 63.0 16.0 63.0 16.0 63.0 16.0 40.0 40,() 40.0 40.0 63.0 63.0 63.0 16.0 63.0 63.0 63.0 59,5 30.0 30.0 30.0 72.0 36.0 96.0 192.0 84.0 144.0 96.0 63.0 75.00 63.25 38.00 27.50 49.00 38.00 38.00 63.25 38.625 64.25 63.25 63.25 27.50 79.25 38.00 79.25 27.50 79.25 25.00 25.00 25.00 25.00 38.00 38.00 38.00 33.00 38.00 38.00 38,00 54.125 19.00 19.00 19.00 54.00 40.25 40.25 40.25 40.25 63.25 63.25 63.25, 41.9 54,7 43.8 43.8 43.8_ ,13.8 43.8 43.8 47.5 47.5 47.5 47.5 58.7 58.7 43.8 41.0 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.8 .47.5 45.6 47.5 47.5 47.5 .47.5 58.7 58.7 58.7 58.7 58.2 47,5 47,5 (47.5 58.7 58.7 47.5 16.25 43.8 47.5 63.25 43.8 47.5 63.25 63.25 59.75 30.25 43.8 43.8 41.9 43.8 30.25 43.8 30.25 43.8 72.25 41.9 47.5 47.5 54.7 47.5 47.5 58.7 54.7 54,00 97.75 41.9 456 192.00 84.00 41.6 46.3 '146.00 97.00 39.2 42.9 26.5 37.0 26 5 27.50 38.00 27.50 L 63.25 43.8 43.8 EXTERIOR OPENING NOTES 43.8 43.8 _ • CONTRACTOR TO VERIFY ALL WINDOW & DOOR MASONARY OPENINGS WITH MANUFACTURERS SPECIFICATIONS PRIOR "[0 PLACEMENT OF MASONRY OR. WOOD FRAMING, 2. ALL WINDOW SILLS TO BE FLUSH WITH CMU WALL. • FRONT DOOR IS NOT TO BE SHUTTERED FOR EMERGENCY EGRESS DURING HURRICANE EMERGENCY CONDITIONS. 4, PROVIDE -TEMPERED GLASS AT ALL OPENINGS WITHIN 48" OF ALL DOORS, 5. PROVIDE THRESHOLD & WEATHERSTRIPPING AT ALL EXTERIOR DOORS. 58.7 47.5 58.7 58.7 6. PROVIDE TEMPERED GLASS AT ALL TLJB/SHOWER WINDOWS AND MIRRORS WHERE LESS THAN 60" ABOVE FLOOR, 7. WIND PRESSURES ARE PROVIDED IN LB/ Q. FT. 8. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT ALL EXTERIOR WINDOW SIZE ARE BASED ON PGI WINDOWS ANL) DOORS. 10. REFER TO ARCH:T., PLANS FOR WATERPROOFING/FLASHING DETAILS. NOTES IMPACT IMPACT MPACT* IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT I M PACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT MPAC-T' IMPACT IMPACT IMPACT IMPACT IMPACT TO 1HE BEST OF MY KNOWLEDGE, T11E DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION EFLOW, 40' WI' 3 0 2013 SANG-YUE3 LEE, P.E. Honda No. /2323 cPi Li 51 51 ORLANDO Li ANGELES L1 ClcJD 51 LJ L.) L DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION WINDOW & DOOR SCHEDULE PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 VODEL SAVIERO ELEVATION NAME VERSAILLES 0 SHEET NUMBER 1-',(7.,s4.10 ce SERIAL NUMBER 1010,0 E fV r 0 rL7 LL LU 0 0 z Q L.LJ Lf) ce0 u_ 0 LL -1 0 uJ LU 0 Q uJ 0UJ LJ - L) uJ LU ›- LU F- c.� 0 UJce 0 r LL 0 0 Ln cn LJ uJ F- 0 LU LU Ln uJ Ln 0 >- 4c ce 0 pc u _o 0 LX; m 0 F -- Q L u z 0 0 0 0 0 z Q uj (.i Q Lf)< uJ 0 0 � L) • Ln Ul 0. L9 u J > 0 u., L) u-▪ 5 U LAJ 0 LU Atittlel TYPE DESIGNATION F - FILLED WITH GROUT / U = UNFILLED R _ RECESSED QTY. OF #5 REBAR © BOTTOM OF LINTEL_ CAVITY 8F16-1T/1M/1,3 NOMINAL WIDTH NOMINAL - HEIGHT MATERIAL S -QUANTITY OF #5 REBAR AT 2ND BOND BEAM COURSE -QUANTITY OF #5 REBAR AT TOP BOND BEAM COURSE U 5 REBAR AT TOP MIN. // (1) REQ'D ....._ fl_1/2" 78"ACTUAL 8" NOMINAL WIDTH EAR „M,U. -GROUT -#5 REBAR AT BQ_I_TOM OE LINTEL CAVITY -BOTTOM REINFORCING PROVIDED IN LINTEL_ (VARIES) IT 1S THE ENGINEER'S INTENT THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM AND XFXX-1T1/0M/OB INDICATES A SINGLE BOND BEAM 1. f'c PRECAST LINTELS 3500 psi, 2. f'c PRESTRESSED LINTELS = 6000 psi. 3, GROUTED PER ASTM C476 f'g = 3000 psi w/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4, CONCRETE MASONRY UNITS (CMU) PER ASTM C90 w/ MINIMUM NET AREA AREA COMPRESSIVE STRENGTH == 1900 psi. 5, REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE, 6. 270 LOW RELAXATION, 7/32 WIRE PER ASTM A510. 7, MORTAR PER ASTM 02.70 TYPE M OR S. NOTES: INDICATES OPENING BELOW T,O.B,B. = TOP OF BOND BEAM B.O.L.. -= BOTTOM OF LINTEL T.O,A, = TOP OE ARCH B4O,B, BOTTOM OF BEAM NOT I0 SCALE .O.B.B. GENERAL INSTALLATION NOTES 1, PROVIDE FULL MORTAR HEAD AND BED .JOINTS 2. SHORE FILLED LINTELS AS REQUIRED. 3, INSTALLATION OE LINTEL MUST COMPLY WIT I-1 THE ARCHITECTURAL_ AND/OR STRUCTURAL DRAWINGS, 4. U -LINTELS ARE MANUFACTURED WITH 5-1/2' LONG NOTCHES AT THE ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5, ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'--4" AND LONGER WITH NOMINAL HEIGHT OF 8" MEET OR EXCEED L_/180, 6. E3017OM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WTRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE IF NECESSARY. 8, SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 9, THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OE STUCCO APPLIE IN ACCORDANCE WITH ASTM C-926 OR OTHER APPROVED COATING, 10. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY AND UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR COMBINE LOADING WITH THE FOLLOWING EQUATION: Applied vertical load Applied horizontal Toad Safe vertica load Safe horizontal load 1,0 L_INTEL- BEAM # CONCRETE FILLED COMPOSITE BOND BEAM, SEE SCHEDULE FOR SIZE AND SPECIFICATIONS, C. TB -r# VTEL / COMPOSITE E3EAM SCHEDULE COMPOSITE BEAM L.1 8F16-1T/1M/OB L2 8F20-1T/1M/1B L3 8F24-IT/OM/1B L4F24-1T 1M B 8 0 L5 8F32-1-/1M/OB L6 8F32-1T/1M/1B L7 8F40-1T/OM/1B NOTES APPLIED GRAVITY AND UPLIFT LOADS ARE FROM CONC POINT LOADS. * * LIVE LOAD REDUCED CONCRETE POURED TIE BEAM, SEE SCHEDULE FOR SIZE AND SPECIFICATIONS. NTRATED TYPICAL ROOF TRUSS ANCHOR LEGEND MARK MANUF. SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON 'M SON 5IMPSON 511MP50N SIMPSON SIMP50N SIMPSON SIMPSON SIMPSON SIMP50N SIMPSON SIMPSON SIMPSON SIMPSON J TOP of OPENING cd GY-1 ✓ -, 0 CP 1� LLI IL 11J cr: 8E24-1--T/0M/1B 8F24-1T/1M 013 8F24-1T/1M/:IB GROUT SOLID FROM LINTEL TO Top OF BOND BEAM 8F40-1.1/0M/1B NOTES TO THE INSPECTOR/CONTRACTOR 1, PLACE LINTEL ACROSS TOP OE OPENING 2. PLACE #5 BAR IN LINTEL U.N.O. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT 4, THE LAST TWO COURSES WILL BE A DOUBLE BOND BEAM WM-L A 45 BAR IN EACH COURSE AT TOP OF CMU WALL AT TWO-STORY WALL U.N,O, THE LAST COURSE WILL BE A SINGLE BOND BEAM WITH A #5 BAR CONTINUOUS AROUND STRUCTURE AT ONE-STORY WALL U.N,O, 5 PROVIDE MIN, 4" BEARING AT EA. END OF LINTEL FOR ALL STANDARD LINTELS (8" PREFERRED). PROVIDE MIN. 8" BEARING AT EA, END OF LINTEL FOR ALL RECESSED LINTELS. cn u.J Ui LLLJ 0 U LL. 0 0 uJ L1 O 0 LTJ L1 0 L F- 0 Lu L)I Q L) - 0 8"x14" CONC. TIE BEAM W/ (2) 45 BARS TOP & BTM 8"x14" CONC. TIE BEAM W/ (2) 45 BARS TOP & BTM W/ 4-3 TIES 6" o.c. TB3 8" x 40" CONC. TIE BEAM W/ (2) 45 BARS TOP, MID & BTM AND #3 TIES (g) 12" O . O.C. err TB4 CONCRETE TIE BEAM SCHEDU 8" x 42" CONC. TIF BEAM W/ (2) 4.5 BARS CONT. TOP, MID & BTM AND 43 TIES CO) 12" o.c. - 1 1./2" MIN. COVER (TYP.) TB5 8"x48" CONC. TIE BEAM W/ (2) 45 BARS CONT. TOP, MID &BTM AND 43 TIES Cn 12" o,c. 1 1/2" MIN. COVER (TYP,) , TB6 E 8"x32" CONC. TIE BEAM W/ (2) 46 BARS TOP, MID&BTM P" AND 43 TIES (c` 12" o.c. 8" x 24" CONC. TIE BEAM W/ (2) 45 BARS TOP, MID &BTM AND 43 TIES 01 1.2" o.c. TIE BEAM STEEL NOTE: ALL TIE BEAM TOP HORIZONTAL STEEL SHALL EXTEND BEYOND THE BEAM 30" MIN, EACH WAY OR BEND DOWN 48" INTO THE ADJACENT COLS, 10" FROM THE INSIDE FACE OF THE CONC. COL, SIMPSON SIMP50N SIMPSON 51MPSC)N MODEL_ NAME ANCHORING LOAD ME --A16 (7) 100 x 1-1/2" 340 555 DOUBLE H ETA 1.6 (1 -PLY) (10) 10d x 1-1/2" (2 -PLY) (12) 16d NAILS (22) 10d NAILS & (1) 5/8" AIR EPDXY W/ MIN, 12" EMBED MGT FGIR 510A MI512 (14) 100 x 1-1/2" NAILS H152.0 (2) 1/2"x5" MEN HD (18) SIDS :L/4"x3" WOOD SCREWS (9) 104 x 1..1/2" NAILS (TO TRUSS) (9) lOd x 1-1/2" NAILS (T0 PLATE) H1J410 or HLJC410 VGT (24) :10d x 1-1/2" N/1155 RAME (10) to-T--11-AILS & (18) 16d NAILS (10) 104 NAILS & (18) 1/4" x 2-3/4" I:FENS (1)5/8" ATR W/(16) 505 (4" X 3" W/HDU4 CONN. (1)54" EPDXY ANC. :12" EMBED W/(16) 505_/" X (10) 104 x 1 1/2" NAILS BLOCK FRAME BLOCK DOUBLE (1 -PLY) META16 (2 -PLY) META 16 /n' 24" 0.0. HGLJ528-2 HDU4-5D52,5 LSTA18 12" 0,C, CCQ46SD52,5 1225 LBS (14) 16d NAILS (10) 104 Xl%"NAII...5 (36) :1.6d (HDR.) (12) 16d (101ST) %," EPDXY ANC, 12" EMBED OR 551816 AND (10) 5D5 /4" X 2 4" (14) l0d (16) VI" X 21/2" SDS (14)'(4" X 2%" SDS MBHA3,56/16 (1)2/I" ATR (TOP), (1) %" AIR (FACE) (18) 10d (JOIST) (2) ;4" ATR (:16) l0d %" AIR W/EPDXY & 6" MIN, EMBED, (26) 10d SINKERS (22) /.11" X 3" (FACE) (14) 1/" X 3" (JOIST) H GT -2 H GT_ 3 HT15 THGQ2-5053 (MAX.) HD10A HGU526-2 HIDU8-5D52.5 50R/5210 HGA1OKTA H11S28 (8) 16d (JOIST) LGT3 FRAME (26) 16dSINKERS; (12) SDS^"X2"Z' (TO GIRDER) 5D52,5 BLOCK (12) SDS .t4"X2Y (TO GIRDER); (4) 3-a" X 5" 'TEN HD TO WALL 551528 ANCHOR (4) ;/" 31-1R11 BOLTS (20) 16d (HDR.) (8) 1.6d (10I51) /s" EPDXY ANC., 12" EMBED. AND(20)595/4"X2%_" (10) 164 (HDR.) (10) lOd X 1'/" (30151) (4) SDS I" x (4) 505'/1" X 3" (22) 16d (HDR.) F2 LOAF:) FRAMING PLAN NO UPL.IF- r SEE GENERAL NOTES ON SHEET SGN,P /25 035 1450 LB5 2035 LBS 1520 585 2.500 LESS 3965 IBS 5000 035 1340 IBS 1000 555 E S: DO NOT SCALE DRAWINGS, SEE ARCHIL, DRAWINGS FOR ADDITIONALL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCHIL. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING, SEE ARCHIL DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN, SEE GENERAL NOTES (SHEET SGN,P) FOR ADDITIONAL WALL FRAMING INFORMATION PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON SGN,P 1450 LBS 1810 LB5 1810 5135 4565 1.135 4940 535 1985 LBS 1.210 LBS 1160 LBS '.___ 1900 1...85 340 5B5 /25 L135 PRE-ENGINEERED WOOD TRUSSES AT 24" Q.C. (MAX.) U.N.O. COORDINATE LOCATION OF FLOOR TRUSSES W/MECH, E_)WGS FOR LOCATION OF EXHAUST FAN, AIR HANDLING, AND DUCTS, F.G,T, INDICATES FLOOR GIRDER TRUSS, G.T. INDICATES ROOF GIRDER TRUSS, 1450 035 32.20 555 4565 LBS .N rv1085 535 5955 535 3145 IBS 10980 555 10530 555 4670 535 4535 LDS 8310 5135 ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 9 PROVIDE DOUBLE WOOD STUDS UNDER WOOD HEADER, WOOD BEAM, F,G,T., G.T. CONTINUOUS TO THE FTG. U.N.O. (PROVIDE (2) 2x WOOD BLOCKING BETWEEN TRUSS TOP AND BOTTOM CHORDS BELOW) STUDS SHALL BE NAILED TOGETHER W/1.6d FOG COMMON NAILS 12" 0.C. STAGGERED, 10; PROVIDE MASONRY LINTEL OVER ALL OPENINGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS) IF NO LINTEL TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE MASONRY LINTEL_ TYPE: 8F16-1B/1T, AND 8F14-1B/1T FOR DOOR (EXCEPT GARAGE DOOR) REFER TO SHEET 52,10 & 53.10 FOR LINTEL TYPE SIZES AND REINFORCING. PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAT 6' (SIX) FEET, 111 TI -IE ELEVATION OF BOND BEAM AND OPENING SHALL BE VERIFIED IN FIE.:L.L) BEFORE INSTALLATION, AND COORDINATE WITH ARCHITECTURAL DRAWINGS, 12 ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE 1%2" (OR `b") APA RATED EXPOSURE 1 CDX, 2325 1....85 7870 L135 1200 5135 1005 1.105 850 L85 2000 1105 WOOD FRAMING WALL NO ALL WOOD TO BE SYP, NO. 2 a. WALL STUDS AT 16" O.C,, U.N.O. b. SINGLE BOTTOM PLATE, U.N.O. c. DOUBLE TOP PLATE ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG) WALL SHEATHING SHALL BE APPLIED WITH THE 8'-0" HORIZONTALLY, START FROM THE TOP OF THE WALL AND WORK TOWARDS THE BOuOM. 14 IDEALLY THERE WILL BE 34" STRIP OF SHEATHING THAT WILL LAP THE BOTTOM OF THE WALL STUDS AND ENDS OF THE FLOOR TRUSSES. 15 ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE /'- 4"APA RATED EXPOSURE 1 CDX GLUED AND NAILED TO TOP OF TRUSS WITH ADHESIVES MEETING THE REQUIREMENTS OF AEG -01. AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 850 LBS 3685 LES 3285 5135 ES WALL STUDS AND PLATES TO CONNECT AS FOLLOWS a. BOTTOM PLATE TO STUD W/ (3) :16d HDG DRIVEN FROM PLATE TO END OF STUD b, STRAP BOTTOM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x 11" HDG COMMON NAILS c. DOUBLE TOP PLATE, BOTTOM MEMBER TO STUD W/ (3) 16c1 HDG DRIVEN FROM PLATE TO END OF STUD d. DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAILS, :12" O.C. ANY LAP IN THE BOTTOM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD MINIMUM LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ 16d HDG 2 ROWS 4" O.C. STRAP STUD TO DOUBLE TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ 10c1 x 11/2" HDG COMMON NAILS h. ONCE THE WALL IS STOOD UP NAIL BOTTOM PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" O,C. AND TO THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS e. 9. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL_ FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL_ TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL_. 18 NAIL SPECIFICATIONS 8d COMMON NAILS - 0.131" 0 x 2 ;4" LONG, 8d RING SHANK NAILS -, 0,113" 0 x 238", 10d COMMON NAILS - 0,1.48" 0 x 3" LONG, AND 10d STRAP NAILS - 0.148" 0 x 1;?" GALVANIZED. 1g' TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 20 PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HII..TI X-ZF, POWDER ACTUATES..) FASTENER, ZF 72 P8536, .177"0 2/4' LONG, WITH WASHER © 24" C),C, IF 2x WOOD WALL THEN USE POWDER ACTUATED FASTENER, ZE 72 P8536, ,177"0 2'"8" LONG, WITH WASHER /l 24" O.C. IF 2x WOOD WALL THEN .USE (2) 12d COMMON NAILS @ 16" O.C. 21 THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS AND TAPCONS TCO CMU WALLS, REFER TO SIMPSON CATALOG U.N.Q. 22 THE ELEVATION OF DOUBLE TOP PLATES AND OPENING SHALL BE VERIFIED IN FIELD BEFORE INSTALLATION, AND COORDINATE WITH ARCHITECTURAL DRAWINGS TO THE. BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WM1 THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT A5 OF DATE OF CERTIFICATION BELOW. S E P 3 0 7013 SANG-YUB LEE, P.E. Florida No. 72318 1/4 U 0 ORLANDO Ll LT LI c N DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X1.7 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION LIFT BEA', FLOOR FRAMING, AND ROOF FRAMING NOTES PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY 0077 0077 LOT/BLOCK TBI NUMBER MODEL SAVI E RO ELEVATION NAME ALL SHEET NUMBER S 3 SERIAL NUMBER N 1010.0 -40 0 2: 0 1.1.1 (1) LL.I Lu LL 00 LLJ C5 7—C1 —J U -I < LU r U,J ! 0 L.) 11-1 O0 a: co LLI Wc > (J) —1 UJ I 0 > I LU > 0 0 z Lro 0 (1) LLI rn 0 0 () LU 0 LU 0 cr: LL 0 LLI 0 CP. 0 UJ 0 LU cr 0 (-) CZ 0 LL LU Cr) CL 0 Ln LL1 LU LL.. CO 02: cx12 LU —J —J ce 0 >[- uj 0 cyf NGEMENTS OR Pi DIMENSIONS CONT LU LU 0 Lu 111 u -J LU (1) LU LU CL. 0 LLJ L. uJ •L -C 0 u LL -1 LU >3 0 a": cr) 0 0 0 0 0 UJJ Lu 0 0 LU uJ LLJ L.L. 0 0 LIJ10 _J —J 0 LL- E u 0 n -^ G:2: 440 U = 269 ENGINEERED ROOF TRUSSES - --AT 24"--0.-C, 440 -- U = 261 CO\D SCALE: 1/4";170" G = 3880 U = 1905 _ON FRA\1 NG PLA VERSAILL --G 1705 U - 904 G 1232 U=653 n'n G = 1540— U = 1150 SEE DETAIL 3/S06 2x4 BLOCKING BETWEEN TRUSSES 24" O/C, TOENAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS AND SECURED TO TOP PLATE W/ SIMPSON HETAL, USED TO BRACE TOP OF WALL = 1150 HATCH INDICATES 1x4 AT 16" 0,C. STRIPPING APPLIED TO UNDERSIDE OF WOOD TRUSSES SECURED W/(2) 10d x 3" COMMON NAILS AT EACH CHORD INTERSECTION, TYP, SYM, / DIV —ION ,OF TRUSS D E 5 C P1 PTJON INDICATES ENGINEERED TRUSSES AT 24" 0,C,, TYP., U,N,O, ADD TIONAL \OTES, DETAILS & SCHEDULES CAN BE 'OUND ON THE SI\ S-1EE- TRUSS CONNECTOR (U,N,0,) * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HDG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC.: SIMPSON DETAL20 W/ (18) 10d xl 1/2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d xi 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON H10A w/lOd x 11/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LB): (2) SIMPSON I -110A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS lY FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 51/16" DETAL IS EMBEDDED 41{2" MULTI STUD NAILED TOGETHER W/ 10d NAILS AT 10" O.C, TOP AND BOTTOM AT EACH SIDE AND STAGGERED, U.N.O. AT DOUBLE OR TRIPLE HEADER/ BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.5.B.) SPACER BETWEEN MEN BERS, NAIL ALL MULTI -MEMBER HEADERS/ BEAMS TOGETHER W/ Q6d NAILS AT 12" O.C. TOP AND BOTTOM AT EACH SIDE AND STAGGERED. TRUSS ENGINEER/MANUFACUR:R SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING, HURRICANE STRAPS 1, HURRICANE STRAPS TC) BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2, SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO 10 THE BEST OF KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECE 00 0! DATE OF CERTIFICATION BELOW. SEP 3 '013 SANG-YUL3 LEE, P.E. Honda No, 72328 Li ORLANDO LJ cdo C.7 z Ica.1 L.1.1 (407)248-5899 LJ LI 0 FL. 32819 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR FRAMING PLAN PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 ' TBI NUMBER 0077 MODEL SAVI ERO ELEVATION NAME VERSAILLES SHEET NUMBER 0 slinio cx SERIAL NUMBER 1010.0 E 0 LLI Ln 0 U- 0 LU 0 - J LU 11.1> 0 0 0 LLJ > LT - - LU 0> > LU UJ C,S- LU :r cr 11-1 (...) (r) u j 0 ar Lu c) ce LU 0 0 0 0 LLJ F- 0 0 0 0 0 8--"w H6X12 2'-7" LLI ›- LU 0 Lic LU LT: 0 ce co -J 0 LL- cr. LLJ LU F- 0 LU 0 O_U LL 0 CL cr ILL 0 (..4) LU 0- ›- 0 LU S SHALL BE USED BY OR DISCLO CZe 0 LL LU .1 I-1 "7, 0 Ln LU LU 00 0 ORS SHALL VER LU 0 ui Tc7C cr) LU UJ a UJ (J 0 LU LU LU 1— LL..1 uJ cz LU 0 0 UJ Lf) NG cn uJ LU L) cn LL LU 0 cn 0 0 LU (1) UJ 1.13 0 cc) -J -J 1— •ZC'" 0 LU 1.11, LLI fn F— LC) D LJJ L) LL 0 0 s FM. c D (NI Li Li Li ,r1 H6X12 - - PROVIDE (3) STUDS BENEATH ROOF GIRDER 71-10" 11:-5” ' H6X12 2x6 WOOD BEARING SHEAR WALL TYP, TOP 9F PLATE © 20'-2 3/4" A0F,F, PROVIDE BB2 WHERE ROOF TRUSSES BEAR. TOP OF CMU WALL @ 20'-2 3/4" A.F.F. TYP., UnN,O. PROVIDE (3) STUDS BENEATH ROOF GIRDER CC ND F_OOR LFT BEAM PLAN SCALE: T777-.77 .111•IIMIIMPL VERSAILLES H6X12, 9'40" 6X12 T-8" 5'-O" PROVIDE (3) STUDS BENEATH ROOF GIRDER / SEE 2/SD6 OR 6/5D6 FOR ARCH IN CMUI WALL, TYP, ADDITIONAL CA\ BE FOL \O ES, DETAILS & SCHEDULES ND ON, THE S3.1\ SI—EET. ..0.4190,11=19.11*, AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A PLYWOOD (OR 0,S.B,) SPACER BETWEEN MEMBERS, NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED, ' 1) DH1,3A0 (Dr ,800/,DAD Dc. LJALLF D TO ALL 01 kw,IDER,L 0/ 83 CA-LAIA,I(A 0/3. / WALL \AHL74, N NAiL ,ADLADLINADA-__ LI 81 ATE '8A1 I/O SEE 4/SD7 FOR ARCH IN FRAMING WALL, .TYP, 700 118P IALA Err \N Cs) [-up !!00201121 _ H.: 15-1" L_JAIA.DARD A 201 H'3 110:1 01 10 3000 1-'1 1 (.)f- NALL 1..,32DLR 1113 1-100 (.000011 NALS, .3" 0/(3. 111 /1-0'A/11110N 2.0Hriv,,/ 10 MASON R11/ \IV/ 0" 0 .< .3Y2" mACCW:,,, 0/0. .... DT NALLL1 10 FAL.1-1 01 01 001 0071:0 0/ 103 H(L, 60212100 NAIL?, 3" n7 - HILLI(.. 01, 1:11 -DLL '!,) 2.0.1 TT.ALT.F,,, 00. l'OP 010(2 DAAEKAP 1s1 203 1L:A31 ER. •-\\,01,11.J D p,Tij1-1/ 2,012 ITEATHE1HT 110 LLD 110 F-RcTT 16.0 01D0 COM/10131 110 1 2, .3" 10,,0:. 8cALE, .. 1rd 2,,6 1.10I 10 10 201 236 "3 01[)0 (7000011 /\.13.31,, .3" 0/0. 0000111.0 Ar,\1/.11A10, 5" VAAL EPC..rxr,--0 Evp,E0 (.1" MAX 1-0(.4,1 902H7R9//'14,11C:b,_:, 0 BOTTOM OLA/E. 0 11 AT_HiPc:, 0011 "NALL/SUb, TTP 0-1 ALL 1000p vv/'LL 001114(A100Nc i06 30001. TRUSS CONNECTOR (U,N,O.) * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HDG NAILS *ROOF TRUSS CONVECT TO CMU WALL OR CONC,; SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC,: SIMPSON DETAL20 W/ (18) 10d x1 1/2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 1.0d xi 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON H10A w/10d x 1:Y HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LB): (2) SIMPSON H10A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 11-Y FOR CONCRETE AND 2" FOR MASONRY, THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 51/j6", DETAL IS EMBEDDED 41/Z" NULTI STUD NAILED TOGETHER W/ 10d NAILS AT 10" O.C. TOP AND BOTTOM AT EACH SIDE AN) STAGGERED, U.N.O. AT DOUBLE OR TRIPLE HEADER/ BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.S.B,) SPACER BETWEEN MEMBERS. NAIL ALL MULTI -MEMBER HEADERS/ BEAMS TOGETHER W/ Q6d NAILS AT 12" O.C. TOP AND BOTTOM AT EACH SIDE AND STAGGERED, TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING, HURRICANE STRAPS 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG-TOR EQUAL UNO 2, SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICEED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATh OF CERTIFICATION BEI OW. qi) 3 0 2.013 SANG -"UB L FE, P. E. Florida [Jo. 72323 coi LI Li SCOTTSDALE ORLANDO ANGELES 7 DENVER L9 Z&') Li LI !!!''"I•\ 0 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR _IFT BEAM PLAN PROJECT NAME PARKLAND GOF & CC AMBASSADOR ROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S3. 0 cx SERIAL NUMBER 1010,0 LL - 1 -1 0 0 27. 0 (7) 1(r)i 0 LU cje uj :D 0_ 0 W 0 uJ0 L LU > F— LU 0 I- 0 0 > • ▪ ce --1 UJ 0> Lu 0 1- 1,1J < F— LLJ C.) V) Lu 0 ce ce Lu ra_ ›- >- 11J 2.. 6" o LU 27 L BROTHERS 0 LU ce c4 LU1— CO 0 0 ce. 0 0 LL 0 (r) LU >0 - BE USED BY OR DISCLO 0 CO uJ 0 (f) 0 E 0 0 0 LLJ 0 —- .1 CL 0 (.9 uJ (f) w 1J- 0 UJ L4) 0 Lu - J ._J 1.1) (.1) (.9 0 LU (i) LU 1— Lf) TIONS SHOWN BY T MENSIONS AND CO ONS FROM TH Ce < © VT ti I 0 I (-9 (1) -0 tr) . LLJ I— 0 tij —J —1 uJ 1-- 0 i -g 1-1-1 0 LL -1 1- 0 uJ In 2.: Lu LL. 24" DEEP GIRDER TRUSS BEARS © EL: 8'-0" EACH END. HATCH INDICATES 1x4 AT 16" 0.C, STRIPPING APPLIED TO UNDERSIDE OF WOOD TRUSSES SECURED W/(2) 10d x 3" COMMON NAILS AT EACH CHORD INTERSECTION, TYP, ROOF TRUSS ATTACHED TO - GIRDER TRUSS W/ SIMPSON H10A, TYP. RE -ENGINEERED FLOOR TRUSSES AT 24" 0.C, > - PRE-ENGINEERED --' FLOOR TRUSSES AT 24" 0,C, PRE-ENGINEERED FLOOR TRUSSES AT 24" O.C. BUCKET INTO TB6 w/ SIMPSON HUCQ412-SDS w/ (14) 3/16" DIA, X 3 1/4" TAPCONS TO TB6 & (6) SDS 1/4" X 2 1/2" TO F.G.T. o - - - -LEDGER SEE DETAIL 6/SD7 o I a- —G = 12637 U = 6731 ' R \--G = 7023 U = 3520 8" RECESS 2X6 STRONG BACK. \ SEE DETAIL 3/SD3 PRE-ENGINEERED FLOOR TRUSSES AT 24" 0.C. +10'- 0 3/4" TOP OF FINISH FLR. PRE-ENGINEERED FLOOR TRUSSES AT 24" 0.C. , - WALL GIRDER IS PARTIALLY EXPOSED TRUSS ENGINEER SHALL DESIGN GIRDER BASED ON 50 PSF WIND LOAD / PROVIDE 2x VERTICALS @ 16" 0/C BTM. 10°-0" AND TOP © 20'-2 3/4" M1 it_ PRE-EN\GINEEED ROOF TRUSSES AT PRE-ENGINEERED ROOF TRUSSES AT 24" 0.C. VERSA -FLOOR TRUSS / ATTACHED TO CMU WALL W/ SIMPSON META20, TYP. U.N.O. 25877 U = 14245 AHU HANGING DOWN FROM TRUSSES. ADD ADDITIONAL DESIGN DEAD LOAD 160 LBS AHU #1 (MAXIMUM WEIGHT 160 LBS) ADDITIONAL DOWN LOAD FOR ROOF TRUSS DESIGN APPLY DRAFT STOP ALONG THIS TRUSS SO AS TO LIMIT AREA TO 1000 SF FBC R4409.7.3.1 SEE DETAIL 3/SD6 _ES SIMPSON HETAL20 ADDITIO\A_ CAN BE FOUN. \OTES, DETAI D O\ ThE S3.I\ -(2) HETAL20 / / a S & SCHEDULES SHEET. -(2) HETAL20 SEE 6/SD5 FOR CONNECTION BETWEEN 2ND FLOOR FRAMING WALL AND G.T. TYP. EGEND SYM. / DIRECTION OF TRUSS -C) DESCRIPTION INDICATES ENGINEERED TRUSSES AT 24" 0.C., TYP., U.N.O. TRUSS CONNECTOR (UO) FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HDG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC.: SIMPSON DETAL20 W/ (18) 10d x1 1/2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON H10A w/lOd x 11/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LB): (2) SIMPSON H10A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 1" FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETA. IS EMBEDDED 5145" DETAL IS EMBEDDED MULTI STUD NAILED TOGETHER W/ 10d NAILS AT 10" O.C. TOP AND BOTTOM AT EACH SIDE AND STAGGERED, U.N.O. AT DOUBLE OR TRIPLE HEADER/ BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.S.B.) SPACER BETWEEN MEMBERS. NAIL ALL MULTI -MEMBER HEADERS/ BEAMS TOGETHER W/ Q6d NAILS AT 12" O.C. TOP AND BOTTOM AT EACH SIDE AND STAGGERED. TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NALS FOR THE MAJORITY OF THE ROOF SHEATHING. HURRICANE STRAPS 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO TO IFiE BEET OF MY KNOWLEDGE, THE DESIGN DEPICTED ON PITS DRAWING COMPLIES WITH THE APPLICABIE MIMMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFIC.ATIOM1 BELOW, SEP 3 0 2013 SAING-YUB LEE, P.E. Honda No, 72328 ORLANDO LADELPHIA ANGELES E Lil El LI 71 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FIRST FLOOR FRAMING PLAN PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER S2.1 10 SERIAL NUMBER 1010.0 11:20:26 am E: Thursday, October U 0 ce co >- ,.-J o... ._J 0 0 0 1--- 2: u_ I-1 z U) 0 LU c/) 0 IJ_ 0 LJJ CL. 0 -J LU LU 0 0 0 < LJJ p UJ 0 > 1- W LLL 0 LO0 1Lu < LL (G1C uJ L1 d LU LJJ CL UJ ce uJ CC Lu F-- 0 CO -_I _J 0 1--- 0 cO 0 LLI Z 0 U) 0 0 f...) CL Ln L7C R^" 0 Z cC 0 LL. 2r 0 LU 0 -J J nC 0 LU �J 0p� 0 (r) LLJ Ua L1.J r-- 0 CC CO -JJ 0 LL. 0 L LLI Q 0 Lae LJJ s F- ¢ NG ARE OWNED B TED OR REPRESENTED BY THIS DRAW 0 cn 0 0 L.IJ 0 0 Ln 0 0 CO 0 LU cn D CO -J ".3:" cn z c. CC UJ 0 Li) LU L.LJ 2 LLI Lu� 0 Ln LU 0 L0 ea -J¢ 2:0 fn LU LU LL. L.I._ 0 fn L2 LU �Te c!) ° LU LLJ -J < c� CIO J J 0 F -- L1 +9'-4" +101-0" T.O.COL +10'-0" ..I_,O.B.B. x..81-,0" T.O.COL. +10'-0" Tao B,B. + 81._0" -Lo.COL TB6 LEDGER SEE DETAIL 6/SD7 + 8'-0" T.O.COL. T.O.B.B, '-0" T.O.COL.. / +10'-0" T,O.B.B, I RST FLOOR SCALE: 1/4"-V-0" tomm H4X12: L4 INSTALL. SINGLE BOND BEAM W/ (1) +5 HORIZ. © TOP OF OPENING (a© 6'-0" FT BEAM PLAN L1 Li BRG. WALL TOP © 9'-4" A.F.F. I1 H4XI3 VERSA' ES BRG. WALL TOP al 9'-4" A,F.F, TB7 L 10-0" T.O,B,B. +9'-4" T.O.B,B, (2); B * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S.B.) SPACER BETWEEN MEMBERS, * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" 0,C, TOP AND BOTTOM AT EA. SIDE AND STAGGERED, P. AT CORNERS L6 ADDL.' IONAL NOTES, DETAILS & SCHEDULES CAN BE FOUND O\ THE S3.N SHEET. r TO THE. HEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPI IFS WITH PIE APP,ICABIE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. SEP' 3 0 20):3 SANG -YOB LEE, F.E. Florida No. 72328 Li LI Cl ORLANDO L.L FSM ANGELES LI Ll Li [13 0 U DRAWN E3Y S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FIRST FLOOR LIFT BEAM PLAN PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BL.00K 0077 TBI NUMBER 0077 MODEL SAVI E RO ELEVATION NAME VERSAILLES SHEET NUMBER S2.10 SERIAL NUMBER 1010.0 re) c) 0 rJ -c-2,ciD 0_ _j 00 O I- 27 Li 0 0 • V) 0 1.1.1 • uu Ct_ CY a. 0I -IJ uJ E2 0 - UJ LLJ Lu 00 M UJ CX: _J LLJ 0> > LU L1.1 0 0 1— V) < • 1 L1.1 LU (1) < uj ca.., d0• 0 Ce a LU 0 ▪ ° cx!. L1J 0 Ln 2: < 0 a.. CD 0 ur) LU < Ce cji" 0 LU LU 0 ›- rx: < > CD -21) CI uu (f) 0 (1) (f) 0 fr (JP (1) (f) UJ 0 CC 0 0 LLJ 0 c) 0 H 0 uJ - LIJ Li) LU Ce uJ cr 0 0 LU 10 1 02: • 0 CO 0 • (r) UJ V) 0 LU 11) V) ce 0 (C) Lu 0 0 LU _..J UJ 0 LLJ L) I 0 UJ LLJ LIJ L.L.1 0 LLJ ._J ENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. C.) (1) L.L. 0 0 LU . LU =0 cn LJ_ C9 1— LLJ 02: 0 LU iLLJ rd 0 < Li I- 7' 0 Cif IU Ce LU (f) 0 2: ca LU , U._ 1-1- I.— 0 MARK COLUMN COLUMN SIZE [ET] (3) 2X4 tt2SYP C21 (4) 2X4 42 SYP LIiI (3) 2X6 42 SYP C4 (4) 2X6 #2 SYP 4X4 P3.42 SYP POST 6X6 P,T, 42 SYP POST 3,5X3.5 P.S1, 1.8E Fb=2400 (WOLMANIZEDIF EXT,) 3.5X5,25 P.S1, C8 1.8E Ft -2400 (WOLMANIZED IF EXT,) 3.5X7 [co 1,8E Fb=2400 (WOLMANIZED IF EXT,) C 12] 5.25X5.25 P.51, 1.8E FH2400 (WOLMANIZED IF EXT,) 5,25X7 P.S.L. 1,8E Ft -2400 (WOLMANIZED IF EXT,) 3,5X7 P.S.L. 1.8E Ft -2400 3,5X3,5X1/4" P,S.L, STEEL TUBE SCHEDULE (BASE) CONN. & FASTENER U,N,0 UPLIFT(Lb) (6) :16d TOENAILS LTT2OB W/ 1/2" WEDGE ANCHOR* & (10) 1.0d NAILS (6) 16d TOENAILS LIT20B W/ 1/2" WEDGE ANCHOR'" & (10) 16d NAILS ABU44 W/ 5/8" ATR*''' & (:12) 16d NAILS ABU66 W/ 5/8" AIR" & (12) 16d NAILS HDU5-SDS2.5 W/ 5/8" ATV* AND (14) SDS 1/4" X 2 1/2" WOOD SCREWS HDU5-SDS2.5 W/ 5/8" ATR" AND (14) SDS 1/4" X 2 1/2" WOOD SCREWS HDU8-SDS2.5 W/ 7/8" ATV" AND (20) SDS 1/4" X 2 1/2" WOOD SCREWS HDU8-5D52,5 W/ 7/8" ATV** AND (20) SDS 1/4" X 2 1/2" WOOD SCREWS HDU8-SDS2,5 W/ 7/8" ATR**7(1 AND (20) SDS 1/4" X 2 1/2" WOOD SCREWS (4) HIS20 AT BOTTOM SEE MINIMUM 4.5 INCH EMBEDMENT FOR 1/2" WEDGE ANCHOR ** MINIMUM 6 INCH EMBEDMENT FOR 5/8" ATR *** MINIMUM 8 INCH EMBEDMENT FOR 7/8" ATR wa9MIPBMKOMMIMPaVAIRMANZHIS.. NOTE: COLUMN SIZES MAY ALWAYS BE INCREASED TO MATCH WALL WIDTHS FOOTING SCHED SIZE WIDTH x LENGTH x DEPTH 11-4" x CON x 11-8" 1-4" x CONT, x 11-0" 11-4" x CONT. x 11-0" 11-4" x CONT. x 11-4" 2'-0" x CONT 21-0" x CONT. x 11-8" 21-0" x 21-0" x 11-0" 21-6" x 21-6" x 11-8" 31-0" x 31-0" x 11-0" 41-0" x 41-0" x 11-6" 31-0" x 81-0" x 21-0" 41-0" x 41-0" x 11-4" LE REINFORCEMENT BOI IOM SHORT LONG 45 © 48" O.C. 45 © 48" 0.C. 415 (d) 48" 0 . C (2) - 45's (2) 45's (3) - 41 's (4) - 45's (9) #5's (5) - 451s (2) - 45's (2) - 45's (3) - #5's (3) 45's (2) - 451s (2) - 451s (3) - 45's (4) - 45's (4) - 45's (5) - 45's 0 1500 0 1500 2200 2300 5645 5645 6970 7870 7870 5800 'TOP DBL. WWM 60" PERI El -ER 45 IN CURB DBL. WWM 60" PERIMETER DBL WWM 60" PERIMETER, 45 IN CURB DBL WWM SEE PLAN NOTE: PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY. *USE PALM BEACH CHAIR OR 45 © 48" O.C. AT SHORT DIRECTION. FOU 2 3 NDATION NOTES: SEE GENERAL NOTES ON SHEET SGN,P TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WMI THE APPLICABLE MINIMUM BUILDING CC/DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 3 0 ;-/N3 DO NOT SCALE DRAWINGS, SEE ARCHIL, DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCHIL, DRAWINGS PRIOR FO START OF CONSTRUCTION, IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING, 4" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x6- VV1.4xVV1A W.W.M, OVER 8 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. COORDINATE ANY AND ALL SLAB SLOPIE-.:S, DEPRESSIONS AND LIMITS THERE OF WITH ARCH_ DRAWINGS (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCHIL, AND / OR CIVIL DRAWINGS) TOP OF FINISHED SLAB SHALL BE + 01-0" AND FOOTING CENTERLINES, SHALL COINCIDE U.N.0, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. -TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 5 8"x8" CONCRETE BLOCK FILLED CELL W/ (1) 45 VERTICAL DOWEL 8"x8" CONCRETE BLOCK FILLED CELL W/ (2) 45 VERTICAL DOWELS 8"x12" 45 DEGREE CONCRETE BLOCK FILLED CELL w/ (1)45 VERTICAL DOWEL 12"x12" CONCRETE BLOCK FILLED CELL w/ (2)45 VERTICAL DOWELS 8"x12" CONCRETE BL.00K FILLED CELL w/ (2)45 VERTICAL DOWELS 8"x8"x8" 45 DEGREE CONCRETE BLOCK FILLED CELL w/ (2)45 VERTICAL DOWELS PROVIDE CORNER BARS AT FOOTINGS: SEE SECTION FOR FURTHER INFORMATION, 7 , SEE ARCH1L, DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN, SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION 8 '1 CONTRACTOR SHALL VERIFY FILLED CELL AT EACH LOCATION SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. 9i COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ ARCI- DRAWINGS 1101 SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 TEC JRAL PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 12 VERTICAL REINFORCING IN CMU SHALL BE #S's AS SHOWN ON THIS PLAN. UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS, D) ALL CORNERS 13 SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (45 = 30", 46 - 36"), AND REINFORCING SHALL BE CONTINUOUS, 14 A SPECIAL INSPECTOR SHALL INSPECT ALL REINFORCED MASONRY STRUCTURE AS REQUIRED BY FBC R4407 SAID INSPECTOR SHALL ONLY BE AN ARCHITECT, ENGINEER, OR THEIR DULY AUTHORIZED QUALIFIED REPRESENTATIVE. 151 RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 16 17 STRUCTURAL DESIGN IS IN ACCORDANCE WITH A,C.I. 530-05/ASCE 6-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-05/ASCE 6-05. WOO[) BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. SANG-YUB LEE, P.E. Florida No. 72328 cti [1] DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FOUNDATION NOTES AND SCHEDULES PROJECT NAME PARICAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAVIERO ELEVATION NAME ALL SHEET NUMBER S1.N Ce SERIAL NUMBER 1010.0 LIU 1.1.1 0 LL.1 0 LU 0 LU 1 -- UJ LY. LU CZ UJ ›- U.1 uJ 1— CD LU cy: ; < o 1< I Li ce, LU F- 0 ca 0 0 „-) F- 0 LU LU 0 UJ 0 CL D 0 CZ CL CY z 0 0 uJ 0 (I) 0 0 0 cf) FOR ALL DIMEN ITLJJ al 0 0-, ce L1.1 ›- Ka: 0 1-- 0 LU 0 NGEMENTS OR Pi ORS SHALL VER 0 CZ LU LU LL1 0 1.1.1 LLE 0 LU 1— › - Ca 0 (/) 0 0 0 0 0 U) LU uJ 0 LU J0 0 LU CC1 Le) LU LL_ 0 31-6" rN 11 41-0" / / F6 761 231-8" 1u1 WF11WF5 FOOTING FOOTING 13'-8" SECURE END STUD TO MASONRY, SEE 1./SD5 WF1 WF5 FOOTING FOOTING F2/ 181-6" n 0 u_. p u_ FOUNDATIO\ SCALE: 1/411=11-0" ------- PLA L. (2) 2x4 STUDS W/ SIMPSON 91-811 .111•111.10111=111MOMMI 61-8" 81-0" 61-41" 101-4" (2) 4 5 x 51-0" LONG CORNER BARS (TYP.) POSITIONED IN THE MIDDLE OF SLAB AT INSIDE CORNERS AS SHOWN 00 Lfl 811-0" 771-6" 51-2" -- --I/TT 11-01,1 21-4" --/ 9'-6" 01-0" TOP OF SLAB LOCATION OF SAW CUT BY G.C. REFER TO DETAIL 7/SD1 (5) 4 3 x 61-0" VV/10" HOOK ©12" 0.C., TOP STEEL, TYP. I 1 141 101 Fill 441-10" 471-10" 811-0" F. 1.1 201-4" 96" X 48" X 4" CONC. PAD TOP 3" ABOVE GRADE uJ 0 WF5 WF6 FOOTING FOOTING 01-0" TOP OF SLAB 511 ST1 2x4 WOOD BEARING WALL VV/STUDS © 12" 0.C. 11 VE2/ 13-7" **; 1/1 I u I 201-8" I I/1/1/1 ---2x4 WOOD BEARING (5) 4 3 x 610 W/10" SHEAR WALL VV/STUDS HOOK ©12" 0.C., TOP © 1611 0.C. STEEL, TYP. _J SLOPE © 1/8" PER FOOT WF5 FOOTING WF6 F.:OWING 61-0" -- (5) 4 3 x 61-0" W/10" HOOK ©12" 0.C., TOP STEEL, TYP. C) , 4„ EXIEND FOOTING. SEE DETAIL 12/SD1. IJ Nr-)/ • I 31-0" 31-4" 1'-4" r• _41 Ln u._ 0 0 LJ- — 0 0 51-10" 1T-8" 71-2" WF6 WF5 FOOTING FOOTING WF6' OTING WFS FOOTING ADDITIO\AL CA\ BE FOUI\ INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2010, RESIDENTIAL BUILDING CODE, HVHZ SECTIONS \1017,:..S, DETAILS & SCHEDULES D ON THE Sl.N SHEET. -••-,.. m - TO 711E BEST OF MY KNOWLEDGE, TliE DESIGN DEPICTED ON THIS DRAWING (IMPLIES 15155555 APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIRCATION BELOW, SEP 3 0 2113 SANG-YUE3 LITE, P.E. Florida No. 72328 r4 Li Li ORLANDO ‹r: 4.4 r.T-1 z Li (r) [11 LI 550 e• cn c.7:) oc) 511 L DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FOUNDATION PLAN PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER slulo SERIALcr NUMBER 10100 CJ1 CJ3 J7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7B EJ7B EJ7B E -:J78 EJ7C CJ3A CJ1 5610" 1. gmes LQ com r- cc rn cc Oi o-: T.666)1 cr,• C \ >-- _J 0 " 2' 2' 2' -------. 2' 2' e 2' 2' 2' 2' 2' 2' I' 44 2' 2' 2' 2' 2' 2' M J 1 M V4 JLL JL J48 410" V V4 r EJ5 CJ3 CJ1 Ln LA 42'2" 81' 776" 56'10" 5610" /_ZZ////////Z_ZZ7f_7Z7/V/YEZZ, .273:7/21.Zzz)(// -1217,4777L27;117Z7 hr) 0: GT 07 CT. 04 CT. a. 0 FLAT C.,LG 0 Li_ Li_ Li_ Li_ L. DOWN V) 2' 2' 2' 2' 2' / CD CD Lj CS) I7 / T T _7 < 7-1 / /Z /_/ / / -/ / / L.) 193-3/4" cc LC Li. re. LL LL. 7,- 2' 2' -) -- -4! --- DE OD Atr 7,4,, 132" CJ1 CJ3 EJ44 EJ44 CJ3 CJ1 EJ48 EJ48 EJ48 yv 3 5'8" -?4== CJ3 /// 7- —EJ5 5' FLAT CLG EJ5 (2) 2x LEDGER 'coBY OTHERS 1 -,-)BOT 0 1V-0" CD 11'11--1/4" 287" BRG POINT 1C-0" 13'7" TOP OF GIRDER 20'— 2— 3/4" / BOT 10'-0" PLY\ WG1 \.. BRG POINT C-0" 10'-0" FLAT CLG - L -1J LiJ Ld LiJ 4-) LJJ LLI f` 8' 55'10" 4'8" 6z) 5'10" 178" 7'2" _00 2x6 RIBBON IN BIANG L mn,‹ G —ND 9'-4" 0'-0" 20' 2-3/4" APPROVED TUSS ANC OR BY BU PLUMB CUT OVERHANG \N/ LEVEL ETURN HEEL HEIG T 2x6 NOM. 3„ LDER TR,SS END [LTA Lx2 IL_ C) _J 18" IEED FLOOS TOP 10'-10" BTM 0 9'--z-" A \ L ic \D ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWSE. ALL 4x SYS42 HANGERS SHOWN ARE AHL46 UNLESS NOTED OTHERMSE. TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS, I TW HANGERS UNLESS NOTED OTHERWISE AHU 26 2 AHU 46 2 AHU 26— 2 AGUS25— 2T 1 •AHU 26 LI_ 8 0 SPECIAL CONNECTION BY OTHERS SPECIAL CONNECTION ---- CI BY OTHERS NOTICE Field Bracing is not the responsibility of the truss faxicator, truss designer, nor plate manufacturer. Dersons erecting trusses are cautioned to see < Drofession al advice regarding erection bracing whici is always requirec to prevent toppling and dominoing during erection, and Der m an en t bracing whici may be required in specific appications. russes snail be erected anc fastened in a straigt and plumb position. When no sieatling is appliec directly to tie top cnords, they sha I be bracec at 24" o.c. max. Where no rigid ceiling is °pied directly to the Dottom chords, they snail e raced at 6'--O" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedues, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed tie capacity of a standarc hanger or truss to wall connections are tle responsibility of the Du c er. GENERAL NOES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. ALL WALL, BEAM &: COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'—O" N0{ICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q. T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CRITERIA: ASCE 7/10 WIND SPEED: 170 MPH BUILDING TYPE: ENCLOSED EXPOSURE: C RISK CATEGORY: II 00 TCLL: TCDL: BCLL: BCDL: TOTAL: ALLOWABLE INCREASE LOADS _30 15 0 10 55 1.25 DEFLECTION Fl_00 LOADS TCLL: TCDL: DC BCLL: OA lea BCDL: TOTAL: ALLOWABLE INCREASE 40 40 0 5 85 1.0 DEFLECTION 360/240 K1\ IHLO RH) QUALITY MSS (95L) 975--338-- AX:(95/) 9 /8 8980 3635 PAk< C \ RAL 3VD OMANO 31 AD- L. 3306L SI -HOP DRAWING AFFDFOVAL THIS DFRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITC -ES, SHAPES, OVERHANGS. C-IMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: REV: 2/1/14 REV: — REV: -- CUSTOMER: TOLL BROT ERS, INC. DATE: 1/30/14 SCALE: 1/4"=l'—O" SUB DIV: PARKLAND GOLF & C.C. ADDRESS: COUNTY: BROWARD LOT/BLOCK 1 MODEL: SAVIERO 77d I ELEVATION: VERSAILLES BY: CM SALES: PAGE: 10 DWG NO. 14 S017 0 0 LLJ (r) 0 0 uJ 0 LU uJ 0 0 LLJ 0 UJ 0 LU 11-1 Ce. C.) LU Ce LU ›- LU Ed LLJF- 0 LLJ a uJ 1- 0 Ce CO 0 1- LL - 0 Ce CL. LU ›- in uJ 0 LU Ce < CL. cy: Ln LU (J▪ UJ az 0 >- 02 co < LUH-W a LU I -U Ce LU a. 0 LU ▪ (9 UJ:a Lu 0 0 w o L.) - 0 t.0 DE Lu 0 Li_ 0 1-1-1 0 LLJ 0 'a F Ln 0- LL0 0 Ce LU LLJ c4 1-1-1 r 1- o co 0 < fn 0 LU OE :C 0._ ce LIU 0 L)0 Ln (r) I -u LIJ 0 11) LU (I) 0 0 LA_ 0 c 0 0 0 Li- 2! >LLJ- 0 U_ LU CO 27 0 LU Ce LLJ CO 0 USED BY OR RECE GENERAL NOTES 1. I8 IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE 50851708 'THE BUILDING AND 115 COMPONENT PAR TS DURING ERECTION. THIS INCLUDES, 80815 NOT LIMITED TO , THE ADD[ I ION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY, 2. DESIGN LIVE LOADS FLOOR BALCONY ROOF .10 P51:: 60 8.517 30858 3. DIESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2010 ) ULTIMATE DESIGN WIND SPEED;VulL)= 170 81011, NOMINAL WIND SPEED(Vascl)=132 MPH b) HSI< CATEGORY 11 c) EXPOSURE "C" d) IN1 ERNAL PRESSURE COEFFICIENT ;0.18 FOLLY ENCLOSED ST LTC:TURF FOUNDATION/SITE PREPARATION: 1. F.0011005 WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE 08 2,500 058, FOOTING EXCAVATIONS AND SLAB SUBGPADE SHALL BE COMRACI ED TO A DRY DENSI OF AT LEAST 01306 OE THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE 851 [8! ASTM D-1557. TREAT ALL SOIL FOR TERMIIE PROTECTION. 2. THF OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION LEFOR TS. LOCATIONS FAILING 10 MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BEI RECOMPACJED AND RETESTED AT THE. CONTRACJOR'S EXPENSE, AND AS DIR.ECT151) BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAI THE COMPACTION REQUIREMENTS HAVE BEEN MET SHA[ L BE MADE F37 THE 0501508. ENGINEER, CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH kr 28 .DAYS: SLAB ON GRADE, FOOTINGS REMAINING CONCRETE 2500 851 3000 PS1 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" 8015 OR MINUS 1", AND HAVE 2 [0 451 AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OE 0.58. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI 3.01 CHAPTER 3, METHOD 1 OR 1,1E1 HOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3. OF THE LATEST EDITION OF ACI 316. 1. ALL REINFORCING STEEL SHA[ 0 BE NEW DEFORMED BILLET STEEL CONFORMING 'TO ASTM A-615 GRADE 60, 5, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOP REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL, CONCRETE FOR BUILDINGS,' ACI 301. 6. CONCRETE TICKETS SHALL BETIME-STAMPED 51HEN CONCRETE IS BATCHED, 1 HE MAX, 11818 ALLOWED FROM WHEN WATER IS ADDED TO [HP 017 00111.1T 15 DEPOSITED 10 115 FINAL POSITION SI-IALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON 181585 15 A DELAY SUCH NAT IS BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCREI 5 SHALL NOT BE PLACED. IT SHALL BE [HE RESPONSIBILITY 081HE TESTING LAF3ORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 7. ALL REINFORCING DETAILS SHALL CONFORM 10 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRE1 5 STRUCIURES" AC1 315 LATEST 5511100, UNLESS DE FAILED OTHERWISE 00 [HE STRUCTURAL DRAWINGS, 13, SUBCONTRACTOR SHALL REVIEW ARCHITECIURAL AND MECHANICAL DRAWINGS FOR 5125 AND LOCATION OF EMBEDDED ITEMS, SLEEVE'S, SLAB DEPRESSIONS, 5008E5, ETC. REQUIRED BY OTHER TRADES. THESIE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 9. SUBC.ONT RAC TOR SHALL VERIFY LOCATIONS 00 ALL OPENINGS, SLEEVES, 000808130015, 105878 5, ETC., AS REQUIRED BY OTHER IRADES BEFORE CONCRETE IS PLACED. 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS 551000 85 PROVIDED AT DISCONTINUOUS ENDS 00 ALL TOP BARS OE BEAMS AND AT SLABS EDGES. 11, SUBCONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, 80! 57585, ETC, NECESSARY TO SUPPORT REINFORCING SIEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC 'TIPPED OR STAINLESS STEEL. 12, REQUIRED CONCRETE COVERAGE OVER 888108 SHAI 1. 815 05 FOLLOWS: SUPPOR r REINFORCING ST EH SUPPORT lIENES WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS SHELL, A. 3108 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ( FOUNDATIONS): B FOR CONCRETE EXPOSED TO EXTERIOR Tiv'EA1 HER: J-1/2" FOR #5 AND SMALLER 2" FOR 46 AND LARGER C. FOR CONCRETE NOl 'EXPOSED TO WEATHER: 3/4" FOR SLABS, WALLS, AND JOISTS 1 / 60 BEAM AND COLUMN PRIMARY RUNE., TIES, STIRRUPS 13. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE ,18 BAR DIAMETERS TYP, EXCEPT WHERE 0"THERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND El EVATED SLABS, LAP BOTTOM 51550 AT THE SUPPORT AND TOP STEEL OVER IHE MIDSPAN, UNLESS ONERWISE NOTED, FORMWORK <3- ; 0 0 LU 0 WELDED WIRE MESH 1. FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK', LU a 0 0 1. WELDED 511RE MESH, SHALL BE ASIM A185, GRADE 65, FREE FROM OIL, SCALE, AND RUST, AND SHALL BE- PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PI 05 IWO INCHES. 51188 MESH FOR SLABS SHALL BE SUPPORTED W/ 2" CHAIRS SPACED 340" OC, EACH WAY REINFORCING STEEL 1. REBAR SHALL BE 05! 81 0615 GRADE 60 DEFORMED BARS, FREE FROM 011, SCALE, AND RUST AND PLACED 10 ACCORDANCE WITH THE TYPICAL_ BENDING DIAGRAM AND PLACING DETAILS OF NE 001 STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW 08108 20 FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO., SEE LAP SPLICE SCHEDULE. LASCHED111. ED FIELD LAPS ARE SUBJECT '10 ENGINEER 5 REVIEW. TENSION LAP SPLICE SCHEDULE PLAN REINFORCEMENT MASONRY OTHER I HAN TOP BARS BAR # SPIKE 050008 (3000 851 ) (1000 051) 24" 5 30" b 12" 16" 22" 2/" 3 5' 16" 19" 23' 31" 12' TOP BARS (3000 P51) (4000 P51) 21" 28" 35" 461' 63' 18" 24' 30" 40" 54" 2_ PROVIDE 36" x 36" CORNER BARS, BOND BEAM 0007, LAPPED AND '1155 TO EACH BEAM REBAR, SEE DETAILS EOR ADDITIONAL INFORMATION. MASONRY 1. ALL BLOCK 1.1\IALL5 SHALL BE TWO -CELL HOLLOW CONCRE I E MASONRY REGULAR SUE BLOCK MANUFACTURED IN CONFORMANCE 51118! ASTM C-90, GRADE N, f'm = 1500 psi. BLOCK SHALL BE PLACED USING RUNNING 130ND UNLESS OTHERWISE NOTED. LAY -OP MASONRY WALLS 10 BOTTOM 08 115 BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, 0800T USED 10 EILL MASONRY CH I 5 SHALL COMPLY WITH ASTM 0-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE. STRENGTH OF .3,000 psi AT 28 DAYS, THE GROUT 8117 SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED 511 18 A STUMP CIE 8" To In PLACE GROUT IN ACCORDANCE liV/ ACI 530-05, TYPE 5 MORTAR SHALL BE USED EXCLUSIVELY ON THIS PRO1ECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL BF3/8" THICK UNLESS 01 HERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INIO CELLS TO BE FILLED, 2. WHEN REQUIRED, HORIZONTAL MORTAR JOINTS sHAL BE REINFORCED WITH STANDARD 0 GAGE LADUR-TYPE D08 -0-510L (ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE 0008585 (16'1 ON CENTER), UNLESS OTHERWISE NOTED, JOINT REINFORCEMENT SHALL BE CONTINUOUS 00D SHALL LAP A MINIMUM 8". 3. LAP VERTICAL. PEBAR 6 x BAR NO., 0.0.N. MASONRY CONSTRUCTION 00D MATERIALS SHALL CONFORM MTH ALL REQUIREMENTS OF THE 'SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530,1-05/ASCE 6 05/111S 602-05), AS PUBLISHED 37 THE 81050NRY STANDARDS JOINT CON1N11TTEE. WOOD CONSTRUCTION I. WOOD CONSTRUCTION SHALL CONFORM 10 THE NEPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", APPLICABLE EDITION, 2. ALL WALL 57105 AND MISC, WOOD FRAMING SHALL BE N0.2 SOUTHERN YELLOW PINE 51005 FOR LOAD BEARING WALLS SHALL BE A5 FOLLOWS: 2765 08 2785 16"0.C. (0.0.0) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST 05 2x STUDS SPACED 01 24" 0,C, 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF INTERIOR LOAD BEAING STUD WALLS, Bur -Tom PLATE 01 1815 EDGES OF SLABS SHALL BE AT [ACHED 10 THE SLAB WITH 8110. DIA. EXPANSION BOLT w/ OVERSIZED WASHERS AT 32ON CENTER, ALL OTHER SUBSTITUTIONS MUST BE APPROVE[) BY STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. 4, ALL WO 0 0 10 CONTACT WITH CONCRETE 08 EXPOSED TO WEATHER SHALL BF PRESSURE 'TREATED BORATE 581X. PROVIDE 05E. GALVANIZED NAL 5 AND FASTENERS 10086550188 TREATED LUMBER, 5, STUDS SHALL BEE T81P0E0 AT AI,.L ANGLES, CORNERS AND AROUND ALL OPENINGS, 6. WALL SHEA WING SHALL BE: 5/8" (OR 19/32") APA RATED EXPOSURE 1 CDX. PROVIDE 50010 27 BLOCKING AT ALL SHEET EDGES. 7. ETOOR SHEATHING 15 3/01" (OR 23/32") TONGUE AND GROOVE CC PLYWOOD, OR 3/4" 0.5,13,(48/24 RATING), GLUED AND NAILED W1II1 8c1 RING COMMON NAIL A[ 6" O.C. AT SUPPORTED EDGES, ANL) AT 6' 0.0. 01 INTERMEDIATE SUPPORTS 8. ROOF 585.011-110G SHALL BE 5/8' OR 19/32" CD PLYWOOD, NAILED [0 5118013553 BELOW, SEE ROOF SHEAT HING NAILING SCHEDULE. FOR NAIL PATTERN, PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 24" SPAN. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF 50085, 9. AL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY, 10. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS CRIPPLES, SILLS, ETC,, SHALL. BE SOUTHERN PINE NO, 2, K0-15, OR BETTER, 80 = 1200 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 135 PRESSURET REATED, WOOD FOR NON'S'TRUCTURAL USES SHALL. BE RATED TO RETENTION LEVELS 08 0.25 PCF OF BORATE PRESERVATIVE: TREAT MEN'l: DISODIUM OCTOBORATE TETRAHYDRATE (DOI). WOOD FOR RUCTURAL USE THAT SHALL BE 'TREATED 808 ANY REASON SHALL BE RATED TO RETENTION LEVELS 08 0,42 PCF OF DOT OR MORE. NAILS, SPIKE, BOLTS 05E0 W/ DOT SHALL. BE HOT DIPPED GALV. FOR STRUCTURAL 0555, AVOID BUYING TREATED LUMBER 18101 CON [0105 MORE THAN 1/2" OF HEARTWOOD. PREFABRICATED WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE MTH THE "NATIONAL DESIGN SPEC- IFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NEPA, TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTES FOR SHOP DRAWINGS, 2. CONNECTOR PLATES SHALL,, BE A MINIMUM THICKNESS 05 0.036" AND BE: MANUFACTURED FROM STEEL. MEETING THE REQUIREMENTS OE ASTM 0.446, GRADE A, AND 5E1000 BE HOT - DIPPED GALVANIZE.D. 3. HANDLING, ERECTION AND BRACING OF TRUSSES SHALL 38 10 ACCORDANCE 51118 TRUSS PLATE INSTILJTE RECOMMENDATIONS TPI's TRI/W [CA BCSI 1, -4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5. CON I RACTOR SHALL, SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS A[ 18U5555/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL., 6, THEE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED 10 FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR SHALT 50188117 TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICA [ION. THE TRUSS FABRICATOR SHALT. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, 7. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND 8107 CHANGE PREDICATED ON THE 180155 AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, . [HP IRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON [HIS PLAN SHALL SUPERCEDE 11105508 THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 CO5PONENT AND CLADDING WIND 1...0AD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL. BE RESPONSIBLE FOR ALL TRUSS 10 TRUSS CONNECTIONS, 9. DESIGN LOADS - DEAE) LOADS: FLOOR TRUSSES 8008 8805588 SHOP DRAWING REVIEW BOTTOM CHORD TOP CHORD BOTTOM CHORD TOP CHORD 10 P58 15058 10 058 15 558 1. SHOP DRAWINGS W1LL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF Il -IE CON I RACT DOCUMENTS 0007„IT SHALL BE THE RESPONSIBILITY OF THE. CONTRAC- TOR To VERIFY 001;PLIANCE 511 18 THE CONTRACT DOCUMENTS AS 10 QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, 2. 001. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR P8108 10 SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW 51100 BE RETURNED UNCHECKED. 3. SHOP DRAWINGS THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS ARE PRO81811ED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN1. ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED 10 WRITING 13Y THE ENGINEER, APPLICAIION GARAGE DOOR BUCK TO MASONRY/CONC. GARAGE DOOR BUCK TO MASONRY/CONC. ME FAL STRAP TO MASONRY OR CONC. FASTENERS SIZE 1" 0 4 NO WASHER ROOF RIDGE GABLE ROOF 4' 4' (I) HIP ROOF FASTENER SUBSTITUTIONS: 4 ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS, THE ALTERNATE: FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER ALTERNATE FASTENER 8d RING SHANK NAIL 0.131 5- NAIL 10d COMNION NAJI_ 10d RiNG SHANK NAIL, 0,148 P -NAIL ROOF SHEATHING FASTENING SCHEDULE: PANEL EDGES (1) 8d RING SHANK NAILS 6" 0,1 (?) Sd RING SHANK NAILS 6" 0.C, OI) 8d RING SHANK NAILS 6" 0.C. PANEL FIELD (1,T 8d RING SHANK NAILS 6" O.C. /00 8d RING SHANK NAILS 3" O.C. Sd RiNG SHANK NAILS 6" 0.0. 19/32" CDX PLYWOOD SHEATHING W118 8d RING SHANK 130105 rOI 6" 0/0. FIELD, EDGES AND 4' 0/C DIAPHRAGM BOUNDARIES (FASCIA) ROOF FASTENING ZONES FASTENER SCHEDULE ROOF / WALL / FLOOR SHEATHING TYPE SPACING REMARKS "TAPCON" 8" 0/0, MASONRY SEE NOTE 6 FASTENER BELOW 0 EXPANSION W/ WASHER BOLT NON-BEARING WOOD 0 WALL TO CONC, SLAB W/ WASHER APPLICATION WIRE LATH METAI- RIB LATH 0" EMBED, 4" END, DIST., :0" EDGE DIST. 24" 0/C, 4" EMBED, 4" END. SEE NOTE 6 DIST,, 3" EDGE DIST, BELOW CON FACT THIS ENGINEER FOR SPECIFIC REQUIREMENTS EXPANSION BOLT 24" 0/C METAL LATH © WIRE FASTENERS SIZE TYPE SPACING 16 GAUGE W/ 011 GAGE 6" APART & MIN. EMBED HEAD SIDE LAPS 9" 16 GAUGE W/ :711 GAGE 6" APART & 4" EMBED, 4" END. 015 5,, 3" EDGE DIST :1)0" MIN. EMBED 24" HEAD SIDE LAPS 9" REMARKS APPLICATION FLOOR SHEATHING I&G ROOF SHEATHING (") EXP. 1 WALL SHEA WING (?") EXP. 1 SIZE IYPE SPACING 0.1310 x 0,131 0 x 2-;" 16-20 RINGS/INCH 0,131 0 x 2)2;" 8d SMOOTH SHANK 3d RING SHANK 8d COMMON SEE PLAN SEE PLAN SEE PLAN WINDOW AND DOOR BUCK FASTENERS APPLICATION SIZE TYPE SPACING lx2 PT FURRING TO 'CASE HARDENED COIL MASONRY/CONC. NAIL 1" LONG, SGD, AL, EXT. DOORS CASE HARDENEE5TOIT ix PT, SEE NOTE 07 NAIL it LONG. WINDOW BUCK CASE. HARDENED COIL ix PF, SEE NOTE 7 NAIL 13" LONG, 871. SWING. DOOR 4 0 "TAPCON" PLC< 51 51, SEE NOTE 7 NO WASHER FASTENER 2,‹ PT \/,iIN DOW BUCK 0.138 0 PM= x W/ PT TO STEEL COL., SEE NOTE 7 WASHER NOTES 1 - HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENERS. 2 - STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS, 3 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS 10 FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 4 - ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 5 - PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN. 6 FASTENER SPACING FOR THE BUCKS SHALL THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 7 - WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME.. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 8" 0/0 9" 0/C STAGGERED 9" 0/C [AGGERED 12" 0/C 9" 0/C STAGGERED REMARKS REMARKS ViTTD0W/ D707" -- FASTENED 1010 MASONRY/CONC. Vv']NDOW/DOOR FASTENED INTO MASONRY/CONC, 1' EMBED, 4' END. 0151., 1:=* EDGE DIST. 4" END. DIST., 1 EDGE DIST. HEADER SCHEDULE HEADER. SIZE (2) 2x8 SYP 42 HEADER w/ (1) 1/2" FLITCH PLATES (2) 2x10 SYP 42 HEADER w/ (1) 1/2" FLITCH PLATES (2) 2x12 SYP 42 HEADER w/ (1) 1/2" FLITCH PLATES (3) 2x8 SYP 42 HEADER w/ (2) 1/2" FLITCH PLATES (3) 2x10 SYP #2 HEADER w/ (2) 1/2" FLITCH PLATES (3) 2x12 SYP 4-2 HEADER w/ (2) 1/2" FLITCH PLATES (4) 2x6 SYP #2 HEADER w/ (3) 1/2" FLITCH PLATES (4) 2x8 SYP #2 HEADER w/ (3) 1/2" FLITCH PLATES (4) 2x10 SYP #2 HEADER w/ (3) 1/2" FLITCH PLATES (4) 2x12 SYP #2 HEADER w/ (3) :1/2" FLITCH PLATES (3) 1 3/1"x 11 7/8" PSL BEAM (2,0E, FB 2900) 3 j/2"x 7" PSL BEAM (2,0E, FB 2900) *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED RIGHT HAND TO THE 9E57 OF KY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT A5 OF DATE OF CERTIFICATION BELOW, SEP 3 0 or SANG-YUB LEE, P.E. Honda No. 72328 6 87511 LO L0 DRAWN BY S. FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION GENERAL NOTES PROJECT NAME PARKLAND GOF & CC AMBASSADOR ROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAVIERO ELEVATION NAME ALL SHEET NUMBER SGN.P SERIAL NUMBER 1010.0 0 UJ (f) 0 u_ L1J CL 0 LLJj LU 0 Z I < 0 LLJ - LU 0 LU LU U.J LtJ CZ ›- LL1 1— ri LU _.1 00 F- 0 0 (1) c.n c•Z uJ LU LU 1F- 0 1 cIJJe LU 0 ce 0 U_ CZ LJJ 0 cf _J 0 LU 0 ° L.) U -I 0 (-1) < 0 0_ a (5 Ln Z uj < CZ uj U- co 0 uri U.1 11.1 < — 0 < F- :r LL. LU 0 (--) 0 cO 0 LLI (r) uJ CL_ 0 0 1.1.1 7.r F- 0 > 0 UJ 0 ( LLI CZ UJ <0 0 00 UJ u.:i (1) U..1 0- 0 LU 0 UJ LE) (.0 0 (n1— LU L1 -I 0_ ce 0 0 UJ (-) t.0 . 0 UJ LuLI -I CZ 0_ 0 :.'D U) 16_ LU 0 r7u1 LL. 0 L) LU 0 J a >-- U._ 0 0 LU L1 1-- 0 LIJ Or -1 Li) Lu LL. 0 (INT -1 D8 (INT -4 KD 8 tryf7r.r... Ets „Er Er.....::T.922.722.22e!'(2222a:22.47/ZZEE.r."4.:0"- NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" KITCHEN HALF WALL SCALE: 1/2" = '-0" D COUNTERTOPS - OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH - 2X4 HALE WALL ----- CABINET TAIL (.INT -1) „„-----• -- TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) - WALL IRE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS • ----- 1000/0 SILICONE SEALAV orw fN TILE BACKER AND WET BED ADJUSTABLE SHOWER DRAIN 2" SHOWER DRAIN • FLOOR TILE 2-2X4 'THRESHOLD - ''' 1 - GAUGE COAT WETBED LINER SET IN SEALANT © FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. SHOWER & CURB ON FRAMED FLOOR SCALE: 3/4" (INT -4) (INT -2 D8 0 or_ 0 0 0 F- LY 1.1J LL LLJ Ccf, LLJ 0 0 >- ( (f) LIEJ CC: SET MIRROR 3" FROM END OFF BACK SPLASH TA, MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: SET MIRROR 3" FROM INSIDE CORNER - 1/4" MIRROR ---1/2" RECESS -1/- FOR MIRROR / / 2" YORKTOWNE TRIM - rvil MIRROR 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SEOULD BE 1 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MASTER BATH MIRROR WOOD TRIM DETAIL SCALE: 1/2" = 11-0" REFER TO FLOOR PLAN, VARIES BY MODEL PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. ( INT -5 D8 _ CORNER SHELF FLOOR TILE 2" SHOWER DRAIN TILE AT DOOR THRESHOLD LL LL LO 1—• LLJ (INT -1) (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE • • SHOWER ELEVATION STANDARD SHOWER SHELF LOCA ION SCALE: 1/2" = 11-0" (INT -5) • EE D8 DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY -------- DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) (N DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY WITH PEDESTAL NOTE: 1, DRYER VENT BOX TO FIAVE "KNOCK OUTS' FOR TOP, BOTTOM, OR REAR VENT LOCATIONS, 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. DRYER VENT BOX SCALE: 1/2" TILL OK STONE ON I./2" HARM BACKER BOARD OVER 3/1" EXT. PLYWOOD ON 2X4 FRAMING, VARIES - SEE PLANS 2X4 © 16" 0.C. N TUB DROP 2X4 TO BE PI WHEN IN CONTACT VV/ CONC. 1 ROW OF TILE DRYER vENT BOX - ATTACH PER MFR, INSTRUCTIONS P.'r. SILL PLATE (IF SLAB ON GRADE) IR, DRYER ONLY SUPPORT UNDER TUB AS REQ, BY MANUFACTURER'S, DROP IN UB DETAIL D SCAL,E: 3/4" = l'-0" END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JoisTs. END P051 10 PENETRATE SUBFLOOR, FACE NAIL END POST TO BLOCKING: 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST, SUB FLOOR. 2 (FR -33) - COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES „/ „ „•• (1NT-3) FLOOR TRUSS. FR -34 D8 HALF WALL. TIE N „D ETAIL (FR -34) 10 US IRK, Eth MY KNOWLEDGE, 111! 71711,7 DEM.: ED ON IDIS DoEylutE E0M9177 WM1 THE 091199E9E MINIMUM Sul, D(NK t 91)9(7 019199 AS 09 DATE Of CERI MEATIOK r /ON P. ['API i AIA AR 9.1';(-,„” cc) ,--) KKKKI Pt , 0 0 0 I 7 001 in r— re, 049 frt.; (77.) j (.1.1 799 " DRAWN BY M. STRICKLAND CHECKED BY 0. SWAFFORD SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES & DETAILS PROJECT NAME LOT/BLOCK TB! NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D8 SERIAL NUMBER 1009 U.- 0 w ce 0 u_. LU E4.5 LU LU >F- LU 0 00 < LIJ UJ > 111 UU 0 V") 11J < LU CY UJ UJ >- LU LU '02 >- LU 0 LU 0 cC) 0 (/) Li) UJ CL. LL1 LL BROTHERS ANY PURPOSE Li_ 0 0 u._ 2e. CD 00 ce MENSIONS AND CONDITIONS ON THE JOB AN U_ IJJ SED BY OR DISC LI L. - Li 1- -z 0 ITE 0 LU ce CO 2: LU F -- F -- Lu CO LU LL! QQLL 0 I— 0 ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING PRE-ENGINEERED WD TRUSS, 24" 0C. INSULATION BLOCK ALL TRUSSES TO REST ON GALV, ANCHOR SEAT OR WRAPPED IN FELT MEMBRANE TO AVOID DIRECT CONTACT W/ MASONRY SEE PLAN FOR STRAP --, 2x6 P.T. 2x8 ROUGH SAWN CEDAR METAL DRIP EDGE 1X2 NAILER --- SE - PLAN CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED REFER TO ELE\/. FOR OVERHANG STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH DOUBLE STEP PRECAST CONC. SILL TYP. © ALL WINDOWS MIN. 5/8" STUCCO (MIN. 2 COATS) OVER CMU #5 BAR BEYOND 8" W x 1-1/2" D RECESS © SLAB EDGE - • MAIN FLOOR ELEV O' -O" JL CEILING INSULATION (SEE ENERGY CALCS,) 5/8" GYP. BD, 1/2" GYP, BD. ON P.T. FURRING STRIPS W/ WALL INSULATION (SEE ENERGY CALCS) TYPICAL SINGLE KNOCK -OUT COURSE BOND BEAM W/ (1) #5 CONT., (GROUT SOLID) PRECAST LINTEL, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOWS SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R 1X2 P.T. NAJILER FINISHED BASE MOULDING .71 0 EXTERIOR WALL (-1 SECTION W TH WINDOW D7 -4" CONC SLAB W/ VAPOR BARRIER SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING SCALE: 3/4" = 1.1-0" ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING PRE-ENGINEERED WD TRUSS, 24" O.C. \ INSULATION BLOCK SEE PLAN FOR STRAP 2x6 P,T. 2x8 ROUGH \ SAWN CEDAR METAL DRIP EDGE 1X2 NAILER CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED SEE PLAN MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING FELT BACKED METAL LATH \- CEILING INSULATION (SEE ENERGY CALCS.) ---- 5/8" GYP. BD. // Nt. NN, /REFER TO _,/ ELEV, FOR / OVERHANG STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH 7/8" STUCCO (3 COATS) ON GALV, SELF FURRING PAPER BACKED METAL LATH WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM EXTERIOR STRUCTURAL. SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER - -- ----- DBL. 2x SYP. WD. TOP PLATE ----- 2x SYP, #2 WD. STUDS © 16" 0,C., TYP, WALL INSULATION (SEE ENERGY CALCS.) - 2x SYP. #2 WD. HEADER -SEE ENGINEERING „ -SCHEDULED WINDOW (SEE FLOOR PLAN) ,/ WINDOW ATTACHMENT COMPLIANT W/ FBC-R --2x SYP. #2 WOOD STUDS © 16" 0.C., TYP. - WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING PLAN --FINISHED BASE MOULDING -3/4" GYPCRETE -3/4" THK, T&G SUBFLOOR PRE-ENG1NEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) ALL TRUSSES TO REST ON GALV, ANCHOR SEAT OR WRAPPED IN FELT MEMBRANE TO AVOID DIRECT CONTACT / W/ MASONRY MID -WALL WEEP SCREE[) P.T. 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER TYPICAL SINGLE KNOCK -OUT COURSE BOND BEAM, W/ (1) #5 CONT. MIN. 5/8" STUCCO (2 COATS) OVER CMU DOUBLE STEP PRECAST CONC. SILL TYP. © ALL WINDOWS MIN. 5/8" STUCCO (MIN. 2 COATS) OVER CMU 45 BAR BEYOND -BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) -- 5/8" GYP. BOARD -AT FLOOR AND CEILING INSTALL P.T. WOOD FIRE STOP 1/2" GYPSUM WALLBOARD ON P.T. FURRING STRIPS W/ WALL INSULATION (SEE ENERGY CALCS) PRECAST [INTEL , SEE FRAMING PLAN FOR SIZE AND DEPTH 8" W x 1-1/2" D RECESS © SLAB EDGE ilk MAIN FLOOR ELEV TOP OF FLOOR TRUSS SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R 1X2 P.T. NAILER FINISHED BASE MOULDING 1 -4" CONC SLAB W/ VAPOR BARRIER SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING TWO-STORY WALL SECTION SCALE: 3/4" = 11-0" cr) 1.1.1 00 MiSMOVAMMORDAMINAMMUNAMOWle 11< NOTE: STRLCTURAL DETALS SUPERCEDE STRUCTURAL NOTES ON ARCHITECTURAL WA.L SECT ONS MICEMMOVINN '7 L1lul- N17 NO W ,(,E, 0 if ( J11 MIS 1,R7WIT, COMPLILS WIrrl 0110777110/0,1 17171,1N1; ODE LN FECT AS 01 DATE 07 (171 ILKUON --, /t:RC)N P, BAPJ 1-Y, Al A AR t),4,6,2 0< "Agri 1_1_1 cf) '-7 <71 0 4'11 1' DRAWN BY M. STRICKLAND CHECKED BY 0. SWAFFORD SCALE 22 X :34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INF SHEET DESCRIPTION STANDARD NOTES & DETAILS PROJECT NAME LOT/ BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D7 SERIAL NUMBER 1009 2: CD 0 LU -23 EY 0 11 LU 0 -J L1J L1J 0 . 0 LLJ CD LLJ LU LIJ ce CD LIJ Ce LU ›- LIJ F- CS UJ 1E2 >- cL CD Ce 0 a 0 0 N 0 LU ce CD ›- UJ VI 0 0 LLJ 0 cfi 0 (1.) 0 TIE-IN WITH WEATHER RESISTIVE BARRIER: 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING --- (EXT-1 D3,2 N.T.S. TYPICAL SLIM EXT -5 D3 EXTERIOR SHEATHING - FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHE VE TYPE (MIN, 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY VG GLASS DOOR FLASHING DETAIL (EXT 1) OPTION - A I I - FLASHING CANT STRIP SILL PLATE SEE NOTE 42 WALL SHEATHING WITH WEATHER RESISTIVE BARRIER NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXTERIOR OPENING OR BEAM N.T.S. K.O. COURSE W/ (1) - #5 CONT (EXT -5) STUCCO ON 8" CONC BLOCK WALL W/ #5 IN GROUT FILLED CELL W/ MIN. 30" OVERLAP. ALTERNATE HOOK BAR DIRECTION (SEE CHART FOR SPACING) CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN ---- EXT-6 D3 SITE WALL SCHEDULE HEIGHT FOUNDATION FTC. REINF, DOWEL SIZE (W x D) SPACING 0'-0" to 4'-0" 2'-0"x 1'-4" (3) #5's CONT. 56"o c 4'-1" to 61-0" 3'-0"x 1.1-4" (4) #S's CONT, 480,C, 6'-1" to 81-0" 4'-0"x 1-4" (4) #S's CONT.' 32"o,c, (EXT -9 PAVERS AT LANAI AREAS, TYP. SEE CHART FOR FOOTING SIZE AND REINFORCEMENT INFO PRIVACY WALL (STEM) SCALE: 3/4" = 11-0" (EXT -9) NOTE: HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING ---- WEATHER \RESISTIVE BARRIER TAPE ------- (ASSEMBLED WINDOW ) NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS, - EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. WEATHER RESIsTNE BARRIER ---- FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE ---- EXTERIOR SHEATHING 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE- V_VIINDOWS TO BE INSTALLED PER AAMA 100-07 TYPICAL WINDOW FLASHING DETAIL (EXT 2) N.T.S. WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR DOOR EXTERIOR WINDOW HEAD DRIP DETAIL )(1-7 HEAD DRIP DETAIL N I S (EXT -6) D3) N.T.S.(EXT 7)) DRILL & EPDXY 44 @ 18" O.C, & BEND DOWN INTO STAIR. CONC, STAIRS SECONDARY POUR - - 8" CMU STEMWALL w/ 45 VERT. HOOKED INTO FOOTING Cd) 40" 0.C. BEND #5, 21-0" INTO SLAB (TYP.) 44@ 18" 0.C, DOWELS BEND INTO STAIRS. <7 <7 41 II Z_1 4 TYP. FTG. EXTEND TYP. FTG WIDTH, SEE STAIRS & PROVIDE DETAIL END -3B #4© 18" O.C. E.W. CONCRETE STAIRS ON GRADE SCALE: 3/4"=1`-0" (EXT -10) GRADE STUCCO RAKE JOINT AT WINDOW ----- EXTERIOR PERIMETER CAULKING -- WINDOW TO BE SECURED DIRECTLY TO THE STRUCTURE AS DESCRIBED ON PRODUCT APPROVAL -- SILL PAN FLASHING INTERIOR PERIMETER CAULKING -- DRYWALL NOTE: WINDOW BUCKS ARE TO BE CAULKED TO WALL & WINDOW FRAMES CAULKED AT INTERIOR AND EXTERIOR PERIMETER 4 4 4 6 CONCRETEOR MASONRY / 4 <7 NOT E: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS. LIQUID APPLIED MEMBRANE 4. 4. LIQUID APPLIED ,MEMBRANE MIN. "- 9" WIDE CONTINUOUS BITUMINOUS FLASHING FULLY ADHERE TO WOOD SUBSTRATE OVER LAP ADJACENT BLOCK MIN. 6" PRE -CAST SILL .z3 P.T. WOOD BUCK SET IN CONTINUOUS BEAD OF SEALANT AS DESCRIBED' ON PRODUCT APPROVAL „ 4 <7 TYPICAL WINDOW JAMB SEALANT DETAIL N.T.S. (EXT -8) - - WALL PER PLAN --/ 6" RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF ---- PLAN VIEW 5"x5" METAL FLASHING STEP OR w/TAR BETWEEN CONTINUOUS FLASHING AND SHINGLES FLASHING ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL (EXT -11) 4. 4. SEAL WINDOW AT INSTALLATION --- 47 EX F 3 D3 NOTE: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS. LIQUID APPLIED MEMBRANE FLASHING DETAI AT ARCH WINDOW N .7 4. „„. FRAiv I G (EXT -3) > LIQUID A7PPLIED MEMBRANE MIN, 9" WIDE LIQUID APPLIED,/ MEMBRANE PRE -CAST SILL SEAL WINDOW AT INSTALLATION 77 4. EXT -4 ,p _ TYPICAL CMU INDOW FLASHING DETAIL LIQUID APPLIED MEMBRANE WINDOWS TO BE INSTALLED PER AAMA 20009 NT.S. (EXT -4) 0 1115 <LSI Of' 57 KNOWLEDGE, la DLSIGN 057151E0 0711110 DRAW if< COMPLIES wiTH THE APPUCABIE MINIMUM BUILDING 5007 IN LIFECT 55 07 OATE CR FIFICATION 815001. C: f 1 1 2 1 3 • P, PARLEY, ATA AR 94 `:.) 6 2 I J 0 0 (3, 7r) 0,0 0-7 <70 4. <11 7-4 4er.: (17, (--7 «7 4. 4. <70 4. (1-7 4. a., 4. c4 0 <04 DRAWN BY M. STRICKLAND CHECKED BY 0. SWAFFORD SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES & DETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D3 SERIAL NUMBER 1009 -re 0 2:7 0 I -U f) 0 u_ w ctt LU L11 0 0 Ili LU> 0 LU L1J LU LU >— LU LIU C. AND ARE CO CC LU Ce j CO 0 LL_0 LLI CL 0 CL Lu 0 CO 0 w 0 >- 0 LU LU u) LU Ce (71_ LU CC 0 0 LLI FLI N FOR ANY PURPOSE WHATSOEVE 1- 0 0 LL 0 (.1) LLI ›- 0 1 -- LU 0 (f) 0 0 >- 0 UU (I) CONDITIONS ON THE JOB AN (1) 0 L1.1 0 ._J CC 0 LL LLI CO (7) 0 CL (1) LU LU 0 ONS CONTRACTORS SHALL VE LU L9 cx lfl -94 0 LLI 0 LU uJ (I) LU F-- ONS AND CONDITIONS SHO‘i 0 ym 0 ;7.! LU I-1 • IT 14 < 0 Lu cn UJ ;=.1 _I LT. 0 0 LI < 0 _.7.777:721:= PRE ENGINEERED WD. TRUSSS PER TRUSS MANUF, LAYOUT ..=.7_7177:7027. A BUILDI\G S A7.10 !SCALE: 1/4n=1'-0" 42" HIGH WOOD HAND RAILING W/ PICKETS SPACED TO REJECT A 4" SPHERE TOP OF SECOND F.F. FINISH FLOOR COVERED LANAI CTION 2 x 6- B STA R SECT ON A7.10 SCALE: /4"=1L0 / ( ,..-- ---.: ----------------•,-^^, TWO STORY GREAT ROOM 0111111.11111•11.1911RM 42" HIGH HALF WALL W/ WOOD CAP RISER , ,„. /TREAD <-> VERSAILLES * 17 RISERS © 7 11/16" 16 TREADS (*) ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD. -THRUST BLOCK 1F SEE SHT A2.10 FOR SCHEDULED INSULATION /- LOFT TWO STORY FOYER STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS, TWO STORY COVERED ENTRY MY KNOW1.1.0AF, 110! Y5.5!1,5 PR HD 5.0 1.110 M5ANINC YOMPI 1ES WITH THE APP..111,M1, M,,,SIT 50111.155 0055 15 FFFFCT As 05 DAYF! 05 5.0501i1CATION 051'1 ( II/ARON P. LAP11.Y, AIA AR (z) 1-4 1-1-1 0 FLORID. 0 Y„C") 50 r 1 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NO1'_'D 11)07 = 1/2 NOTED SCALE SHEET DATE 09-24-113 SHEET REVISION INFO SET REVISION SHEETDESCRIPTION BUILDING AND STAIR SECT[ONS PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAVIERO 1-• ELEVATION NAME 11.1 VERSAILLES SHEET NUMBER. A7.1 SERIAL NUMBER 1010.0 0 0 uJ Ln ili 0_ 0u-1 o 1-1 LLI cx LLJ LIJ >F -- u -J 0 I - LT) 0 0 < 1- LLJ LLJ > > LU LU 0 Ln o F- LU < U-1 LU (..) j 0 LU O._ 2: 0 -J 0 CZ 0 U._ 0 0 ry w (-) < 2 0 0 (J) 2: mil UJLL c2K 747: 0 Lri 0 UJ 11-1 1- 0 >- LU cr) < 0 DJ LLJ 0 I-) 0 L., 0 0 (.1) LU -J 0 1- 0 u -J MENSIONS AND CONDITIONS 0 LLI 0 USED BY OR DISCL 0 0 ui LU C) 0 LU (J)w0 LLI LU >- CO cZ o < 1.1.1 LIJ > LIJ (.9 j < LU CL.0 UJ Cr (J) < LU 0 iz--1 < •D U " f^-1 2:0 27 UJ :r ( 0 0 '01 < 0 0 )Lu (f) 0 2_- ce 00 I -U j _J - 0 0 Li- < 0 0 1/21' CONTROL JOINT (TYP.), SEAL FLUSH W/ POLYURETHANE SEALANT & PAINT, TYP, SECOND FINIS FINISH FLOOR Fl OOR ,N1C - ROOF VENT PER CONTRACT, TYP. FLASHING - ROOFING PER CONTRACT, TYP. 6" X 1" RAISED SMOOTH STUCCO BANDING REAR ELEVATION SCALE: 1/4":, - VERSAILLES LE 1/2" CONTROL JOINT (TYP.), SEAL FLUSH W/ POLYURETHAN SEALANT & PA1NT, TYP. (3 A5.10 6" X 1" RAISED SMOOTH STUCCO BANDING VERSAILLES 1c, -2j FYP, ROOF VENT / PER CONTRACT O'HAGIN'S CLOAKED VENT TILE - NOA #09-0316.04 (TYP.) ROOF SLOPE PLAN SLOPE: 5/12, U.N.O. 151.PPANIVIIIMINPWAN1110#11q.kl,[1.2,./41.14/01.MINJOKOZAMIReAlMOMIMINIMAIMAIMILAIDA10.11.14M0.0.6,14WIRMAIMMOIMANI.C.U.14 SCALE: 1/8=1-0" VERSAILLES ROOFING PER / CONTRACT, TYP, 4141SUSIVONAISNISIMINAIMAIMPORNIMIAIIMUNNIIAIIMediffliMMIRCOPMEMIMMIMEMAIVORMINKOMPLIINSTAMMONNAOMANESSIMAINSPIONONSAMINOMENNAMMOMULINGS, ROOF VENT CALCULATION: 2,726 sq, ft. CEILING AREA 18,17 sq. ft, (REQUIRED) 150 _ V 10'-0" I YP SECOND Ft, FINISH FLOOR 1111. 01 11 OF MO KNJW,,E0C1-, 101 11 011A P1C7F0 11N HIS L4,4Wit,11, ON101 1ES *1.00 0P11 1CO3f310: MINIMUM FM. NYC; 01* 1M1 -01001 AS GE 111100 01 01-011FICATION 6011101V ARCNP. BARI Y, /\ Cc) I I C.A0 C 1 0 11 1.15 001. 00110 0.01 001 Pr.= DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 1.1X1.7 = 1/2 NOTED SCALE S H E - SHEET DATE 09-24-13 REVISION INFO SET REVISION INFO SHEET DESCRIPTION REAR & SIDE ELEVATIONS, ROOF SLOPE PLAN PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER A5.1 10 c SERIAL NUMBER 1010.0 LL :(i) 27. LLI (/') uj 0 c-) 11 -2 -- Lu cc LU > F -- LJ 0 F- 0 0 0 fZe UJ 0> > LI -I LU 0 (/) TE < LU LU L)Cfl ILI ° Lu ct. >-- D - UJ do 0 C.9 ED TO ANY P SED BY OR DISCL (n ce LJ F- 0 2.7 LLJ 0 if) 0 0 L) Lf) 1-41 EN ui CATED OR REPRE <it Lc -15— 0 uJ :r (-9UJ FP1_I LitCf - 0 Lu (-) LL_ 0 0 < V— 0 7012\ A5.10 TYP. TYP. 402 A5.10 ( 201 \ C"7.), ROOFING PER CONTRACT, TYP. CX) TJ SECOND FINISH FLOOR FINISH FLOOR 6" X 1" RAISED SMOOTH STUCCO BANDING, TYP. U.N.0, FRONT 77-Alt— 41-4" CD TOP OF RIDGE MEAN ROOF HEIGHT YP. C) —I- . . • ________ _ ____ ___....., ! 1 I 1 1 • , 1, - 2" X 2" STUCCO DRIP EDGE (TYP.) VERSAILLES RIGHT EL VA 0\ 7CALE: 1/4"=11-011 VERSAILLES SECOND F.E, ------ 4" BULL NOSE FINISH OOR /- ROOF VENT PER CONTRACT // 10" l'-4" / 701 sFASCIA MOLDING A5 10 ) SCALE :NTS 2" /' 201 \\SURROUND A5.10 / / SCALE :NTS ; 302 LEDGE A5,10SCALE :NTS /--------------/" CONTROL JOINT (TYP.), SEAL FLUSH W/ POLYURETHANE SEALANT & PAINT, TYP, zi„" 1011.*WaxdoNat N OT E S PROVIDE 1-1IGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC, OR EQUAL. AT ALL EXTERIOR DECORA:11VE ELEmENTs -LYNCAL UNLESS NOTED OTHERWISE, - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL-LK:4Hr OR EQUAL. PRE -FINISHED - FOAM APPLICATIONS SHALL. BE INSTALLED AS PER MAW:AC URER SPECS, U,N.O. - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST FROM FOAM FACTORY INC, OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO TI -IE UNDERSIDE OF THE. OPENING, METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLI(AT1ONS BE FAUX WROUGHT IRON ALUMINUM, THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER, THE BUILDER SHALL BE RESPONSIBLE TO sEr A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHETECTURAL APPLICA-TIONS WILL BE COORDINATED AND APPROVED PRIOR TO IWIALLATION, - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT" OF COACH .")1. -ITS WITH TOM_ BROTHERS P.M. 1111/..01MNAMWW11.0****.V.I.IMI,W.14,.....d.JAMONIMAPAIWAN.......". ROOFING PER CONTRACT, TYP, 10" ( 402 A5,10 4"- // FINISH FLOOR \MOLDING ,s „ALE :NTS 31-0" :3 ,A)PLIUE /r -SCALE NTS A5, 0 6 X 1" RAISED SMOOTH STUCCO BAND SCORED STUCCO 302 A5,10 61,41.......1001.114.01.11.401,WWWALIV. .11,111.0M.K.Mal 10f41YKNOMA',,NIA.A4HdS AA4tiMUNESWM4ffiF11MVM,11N11.LUT, NNINUFFUASWDATE,41-1 J1rArt44 1°--H (.9 cx -ER AL NUMBER .1010.0 !!!' Al/\ Aft 0 LL - 4 -4.) r4417) ',>!! I j J 4444.orr* DRAWN BY S.FOX CHECKED f3Y E. NIEVES SCALE 2.2 X 34 = SCALE AS NOTED :11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FRONT & SIDE ELEVATIONS PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 IBI NUMBER 0077 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER A5.1 a 11— I—I 0 LL1 0 u_ LU __J LU 1.1.1 0 0 0 M 0 < LU > LU > >w UJ (1) F- LU 1— LLJ LEJ UJ >-- LL1 E LU CZ UJ Cl_ LLJ LU 1--- 0 0 rL a_ J CL) 0 u -I L.1.1 N FOR ANY PURP 0 0 0 0 LLJ BY OR DISCLO uJ UJ --1 < Lu LC) LU 0 (13 _J CD 0 0 uJ 0 (J) 0 E 0 0 0 a ci 0 LJJ 1-9 __J __J 0 U. - LU -J U) 0 a_ cf) LU L.L.1 0 LU (J) (1) 0 0 U) 0 0 S /--- C.) LJJ ILI (f) L1.1 CL. 11.1 c 0 0 uJ 0 1-- a uJ LU 0 uJ a LU LU U -I (1) 0 ENSIONS AND CONDITIONS a.) GL CD L.,C) >:: -0 L LLJ I— < 0 (n- F -u - a 0 (n- Ce.tJJ LL (.1) 0 j 0 <(3 F-- 0 c4 ci —J 60 181-6" SECOND FLOOR PLAN SCALE: /4'1=11-0" °F) Oa rJ 00 2'-7" 6"' 7° -10" BEDROOM 3 9'-4" CLG, 13'-2" PROVIDE 20" X 30" DOOR FOR ATTIC ACCESS I N i\> FRAME WALL OUT TO 17,-4 21-0 / " MATCH MASONRY /' WALL BELOW 11'-5" BATH 3 91-4" CLG. R & SI - 811 -0" 561-10" 9T-10" 7'43" BEDROOM 4 9'-4" CLG. 12'-4" 5'-0" / 22" X 54" ATTIC ACCESS -42" HIGH HALFWALL WITH WOOD CAP (TYP.) „` N'\\\ OPEN TO GREAT ROOM BE.LOW 20'-2" fO 20-10" COFFERED CLG. 18'-61' VERSA B ,f\7.10 --FRAME GIRDER TRUSS c) // (:) OUT TO 6" WIDE CD 1--- \ 21-0" TYP. 42'-2" 811-0" I. PI CD 11'-10" -42" HIGH HALFWALL / WITH WOOD CAP (TYP.) / \\\ 21'-6" 1' 42" H. HANDRAIL W/ PICKETS SPACED TO REJECT A 4" SPHERE ft OPEN TO FOYER BELOW 201-2" CLG. . • , -FRAME UP FROfv1\ WALL BELOW 561-10" 15'-0" BONUS ROOM 9'-4" CLG. r‘' 13'-0" 61-0" /5' 8 II / I I i'-4" 51-10" /,---/ 131-2' 11-6" 'C) CD (N Lr rJ C) op (31 ADDIT 01\AL NOTES, SCHE[ ON T -IE A2 10 SHEET. ESI&D TAILS CAN BE FOUND 10 HI SI Of MY t.NOWI DCE, Mk IAA [J ON H;S AWING LOMPLIES WITH THE APPI Itfilk MINIMUM DING I,OPE 1 FFFECT AS 05 55/5 0/ CHITIFICATM,I ETI 5/5 Alt 9-1IIIJ,;! : I i 0 0 1-1 ra, z .0r) 0 ;.4 501 5 0 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11)(17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR PLAN PARKLAND GOF & CC A\1BASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL ELEVATION NAME VERSAILLES SHEET NUMBER A3.10 SERIAL. NUMBER 1010.0 31-6" 23-8" \ \ f -m4 Cm1 co 7.t". 1.‘ / MASTER BEDROOM 91-4" TO 1.0 " 1-0 II 210" COFFERED CLG. TYP. r, 18'-2" 4'-0" BOX OUT ABOVE TO MATCH COLUMN WIDTH FIRST FLOOR PLAN SCALE: 1/4"=11-0" 7'-6" l'-4" / • /. <rJ 121-9" DR S1- . W.I.C. 9'-4" CLG. 1 6'- , 81'-0" 10-4' 5'-2" MASTER BATH 91-4" CLG. 4'-4" co CV') KNEE SPAC 6'-6" ul 21-10" H 4r-4" ARCH TOP © 8'-0" A.F.F. 9'-4" CLG. DR & SH TWO-STORY GREAT ROOM 9'-8" 201-2" TO 201-10" 15'-0" 3'-6" COFFERED CLG. COVERED LA\AI 101-0" CLG. 11,'-0" CD 31-0" MT • -/ LFLAT SOFFIT ,BOVE 11-4" 6'-8" 8'-0" -111-9" - /7' 0 3 0 TEMP. GLASS ------ - ENCLOSURE • DINING ROOM 101-0" TO 10L8" COFFERED CLG. 21-0" 111-5" 61-1" '-5"1 TYP 61-412' VERSAILLES / 24" 0.C. / 22" MIN. X 36" MIN. (ROUGH FRAMED) DRYWALL ON PLYWOOD FASTENED WITH DRYWALL SCREWS © 6" 0.C. PERIMETER & 12" 0.C. FIELD ATTI 77'-6" 9'-6" -TEMP. SHWR. ENCL. ,/ ON TUB DECK SEAT (4) 18" A.F.F. SLOPE TO DRAIN BEDROOM 2 91-4" CLG. 141-2" -TEMP. GLASS ENCL. ON 42" KNEWALL A/C COMP. #1 • R& SH • W.I.C. "CLG. VENT TO -- OUTSIDE ARCH TOP (4) 81-0" A.F.F. 91-11" B 42" H, HANDRAIL W/ - PICKETS SPACED TO REJECT A 4" SPHERE 2"X6" WALL AT 42" A.F.F., ROUGH, W/RAISED COUNTERTOP DW 7 DBL. SINK W/DISP. 3t- 61' GOURMET <ITCHENL 101-0" CLG. COOKTOP W/ MICRO. ABV. 471-10" 811-0" - TRUSS TOP CHORD , PRE-ENGINEERED WOOD / ROOF TRUSSES - SEE / STRUCTURAL DRAWINGS - PROVIDE R-38 MINIMUM BATT INSULATION AT CONDITIONED ACCESS LOCATIONS TRUSS BOTTOM CHORD DRYWALL CEILING BOARD ON PRE-ENGINEERED WOOD ROOF TRUSSES DECORATIVE TRIM MOLDING PER SPECIFICATIONS C ACCESS DETAIL SCALE: 1" = 11-0" 11 REF. SPAd2rE, 7 • in WO -STORY FOYER - 20I -2" CLG, 15'-8" 31-0" 3"4'-i0" 8" - ARCH TOP 0) '1- NICHE • (-NJ 91-4" 1-N - - MT 8" /-\ 3'-0" 12'-8" 7 AHU SUSPENDED FROM TRUSSES 20'-0" TWO -CAR GARAGE 91-4" CLG. T rJ --ARCH TOP (4) 81-0" A.F.F. LU 0 0 LU LL0 LIJ 72_7 .'711 L.11 0 0 ._J L1.1 LL. 0 Ll..1 "TWO-STORY / COVERED ENTRY 201-2" STUDY 101-0" CLG. 21-8" 31-0" • -/ 4'-8" INSULATION SCHEDULE LOCATION CEILING © LIVING AREA EXTERIOR MASONRY WALLS EXTERIOR WD. FRAME WALLS WALLS TO LIVING AREA TYPE FIBERGLASS AL -FOIL FIBERGLASS FIBERGLASS -ARCH, REFER TO ELEVATIONS FOR DETAILS 17L8" R -VALUE U .N .0 38 4.1 19 11 REFER TO STRUCTURAL SHEETS FOR WINDOW CALLOUTS, SCHEDUIS AND DESIGN PRESSURES PROVIDE WINDOW GLARDS, "GUARDIAN ANGEL OR "APPROVED EQUAL" TO ALL SECOND FLOOR OPERABLE WI\DOWS WITH SILL HEIGH S LOWER THAN 36" A.7.F. HB 8" . /. 7-2" — DOOR TAG DOOR CALL -OUT TYPE 1 THERMA-TRU INSULATED , ENTRY DOOR 2 OVERHEAD GARAGE DOOR STEEL :3 SLIDING GLASS DOOR DOOR HOLLOW CORE DOOR HOLLOW CORE DOOR 7 HOLLOW CORE DOOR 8 HOLLOW CORE DOOR 9 HOLLOW CORE DOOR 10 GLASS SHOWER DOOR 1 HOLLOW CORE POCKET DOOR 12 HOLLOW CORE DOOR LOUVERED DOOR 14 , HOLLOW (:::ORE DOOR 7r- 474 \ ' Lfl CMJ -4 GO 0 \4 < (311 TYP. NICHE a•WrittiAnlatalilleatrAirlipi SCALE: 1/4"-, VARIES (12 175 11.3 -AIL INTER1OE TYP. ARCH DETAIL _ _ V.11..1.414,1Cinb.151001ANIMUMMTMLYSPIWYZURalle.16114W.54,10KIIMMINIONNAMMAX.MMRT.All140.100NAUXUYA TIMTATRM.{1.31.MPTAMY SCALE: t/4".-1'-0" IN 1 1:P.IC)R madaimoimmarammowou.Suiwro...m...M.ta......a.Amotwa*A...4.44nasmemea..v.pmcemg......ison.m.0.1 AREA CALCULATIONS: 1ST ER A/C LIVING AREA: 2ND TER A/C LIVING AREA: TOTAL A/C LIVING AREA: COVERED ENTRY° COVERED LANAI: GARAGE: TOTAL: VERSAILLES 1,985 SQ, FT. 983 SQ. IT 2,968 SQ. FT, 52 SQ. FT. 240 SQ. Fr. 449 SQ. Fr. :3,709 SQ. FT, WrnmmuomummumittaWammaaamewm."Row.mmou.nem.waanvem.w .:)R SCHEDULE SIZE 3'-0" X 8'- 16'-0" X 71-0" REMARKS W/ 12" SIDELITI.:: TEMPERED / IMPACT NON -INSULATED RAISED PANEL 12'-0" X 81-0" TEMPERED / IMPACT 21-8" X 8`-0" SOLID WOOD NOT LESS THAN 13/8" THICK/ OR 20 - MINUTE FIRE RATED 2'-8" X 81-0" INTERIOR l'-6" 7 8'-0" INTERIOR 2'-4" X 8r-0" INTERIOR 2'-0" X 8L0" INTERIOR (2) 2'-0" X 8'-0" INTERIOR 2-4" X 6t-4" INTERIOR / TEMPERED 2-6" X 8'-0" INTERIOR 2'-81' X 8'-0" :INTERIOR 20'. 21-6" X 81-0" INTERIOR 2-6" X 8'-0" INTERIOR ce, SERIAL NUMBER 1010,0 1,4 11/= 111 MYKNOW,FIX,t, 114 14 41(,N Mill 11i. 445 ,A41INC1 C,MPLIES WITH THF 4,41 41151504, 01111 1 4',1; =.44- 414 150 4.5 01 DM F 01 4011010571( .5 (4 :10 I f11: 1,1 13API 1/, AU\ AR 9-11111,,1 I I I C) I I ! DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34ISCALE AS NOTED 11X1.7 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION 'FIRST FLOOR PLAN, SCHEDULES, AND DETAILS PROJECF NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TM NUMBER 0077 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER ;-e z: 0 LU 0 0 LU LU LLJ 0 0 LLJ __J 0 LU 0 LU LU LU LU 7 - UJ 1— UJ LL- 0 0 (n w LU LIJ 0 :..E LU 1.1.1 0 Li) uJ 0 cr(..r) 0_ 0_ 0 0 L.) TIONS ON THE JOB AN LLJ —J 0 LL. LU --1 CO 0 O(f) Lu Cr: UJ 0 CO LL 0 (J) cx >rn 0 LU ORS SHALL VERT 0 0 u CATED OR REPRESENTED BY THIS DRA LU 0 UJ (r) LL - 0 0 UJ (-) UJ 0 LU LLJ Ct. _ LU --J _-1 0 AND CONDITIONS SHO 0 LLJ 0 L1-1 F-- cie LL Ln 00 tJJ 27 0 „.../ 0 u j LLJ CZ CC1 LU u-) 0 CO ILI , L.) 1-1 -_J u_ 0 U- 1— 0 FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" L) x 8" W SLAB RECESS BRICK PAVERS (FND-7 A1.N PLLMBING NOT.ES 1. ALL CLEANOUTS UP TO GRADE. 2. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS OR VALLEYS, 3. ALL V.T.R.'S SHALL BE DIVERTED TO REAR OF ROOF 4. PLUMBER TO PROVIDE STAND PIPE FOR WASHING MACL 2 VJR LAV STUDR VENT C - CO DW DBL. SINK 2" PLUMBING RISER 4" CONG. SLAB W/ 6 MIL, VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL GAR. FIN. FLR. LJD- SECTION @ GAR. DOOR SCALE: 3/4" = 1-0" (END -7) NE. LAV vIR TUB GO 3" CO STUDOR VEEN." CO "I II WC LAV 2'' VTR CO 2" VTR WASHER 2" 4" TWO WAY CLEANOUT 4." 2' IO OF MY KMOWLE DOE, IIIE Of SIGN I/EUICII ,Nd EINA,YINEI ompi [ES WITH ME APIRAS. E MINIMUM SL(I P55 CODE IN EFFECT AS OF DAIS 04 CI NUM(AITON 0 ,hr . BAH i Y, Al/\ AR I I I r:7-) V') 0 (i) z GO 2" LAV TO SEWER 2" VTR CO VSIMIBMACKWMINISMAIMISOMINKOMISNOWN NinitiMPVAIWIMSAMIUMMINNUIMIDIRMAINIMMIRMARIMASIMAIVEMMARLIMOSISMAIMMLN*a WALL. PER PLAN NOTE: FELLED CELLS ARE AS PER PLAN PLAN VIEW ruB WC RECESS IN SLAB LLJ LIJ GARAGE DOOR SLAB RECESS LI LL1 (i) 5551 (5 c SERIAL NUMBER 1010.6 LI) 0 5,5 0 55 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB NOTES, SCHEDULES, & DETAILS . PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK TBI NUMBER MODEL 0077 0077 SAVIERO ELEVATION NAME ALL SHEET NUMBER Al NI cy.) () , ca, LLJ M 0 fn 00cLJ (-) u._ 0 b - 0 L11 7.3 CY 0 UJ 0 UL1 uJ 0 uJ __J LU 0 LU < UJ uJ af LU >- UJ F - UJ 1— CY LU 11J cx N FOR ANY PURP ul UJ 0 Ca 0 1.1- .1 .7.0 1-- 0 0 0 (1) 0 (I) 0._ 0(1) LU cr • < LU >-- co < --I 0 F_. 0 F__ a LU LL - O 0 (yr: cnu-1 LLJ Q._ ce 0 CL. LU >- - 1— 0 0 UJ LU 0 .1J 1-1 E >- LiJ 1 -- UJ 11) UJ CY CL.. LLJ ct U -I J(f) LL0 tn 0 (1) CD G .-1 () (1) LU 0 LLJ LU 0 LU 1.1-1 Lf) CD ▪ U.J E (...) ) (1) IU 111 111 >•-• 0 :E: (13 Lf)•• .- -C3 CD r.: LU LL 0LUfl ._J --J 0 0 < <L)i- 0 LU (1) UJ HOWN 0 U.J u - LU LL. –"te LL -1 aD (I) D LU LL 0 A :31-6" 3'-6" 41-0" 11-4. ' 18'-6" 271-2" 31-11" a) r- 7'-6" SLAB LAYO ) 9'-8" 11-4" ' 3'-0" HB 16'-8" 811-0" 77' I ' I co Lr) 6" PLUMBING - WALL r• -PROVIDE ELECTRICAL CHASE FOR ISLAND 01 SCALE: 1/411=11-0" VERSAILLES 441-10" 4T-10" 81'-0" 6" PLUMBING- . VVALL /(,s,) \ 1141 /;" 96" X 48" X 4" CONC. PAD TOP 3" ABOVE GRADE 20'-4" 161-6" Lu 0 (1) ._J ------ 8" PLUMBING WALL PLUMBING WALL, TYP. U.N.O. L 60 61-0" 11-4" -/ -/ :131-2" 2'-8" Er) CD 31-0" 31-4" 1'-4" -/ -/- 1T-8" 2()'-8" 20'-10" 71-2" -18 6::) (:) \ ADDITIO \A_ NOTES, DETAILS & 'CHEM. I_ CAN BE FOUND ON THE AIN SHEET, -44 WM* • 1 bH1 NV KNOWL DU, 11 1 'AC !,df,1-,1( 111t, /111111 t.14411•1 WITH 114 441111,4Eit4 NI,,NIMIN B1111 011 11t FEED Al 04 0411. '0 10144110441f'IIA I I ' A f'.6N 3A- LY, Al/\ Alt 1 a 1 (f) z 0 1„) DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X1.7 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB LAY() UT PROJECT NAME PARKLAND GOF & CC AMBASSADOR E3ROWARD COUNTY LOT/BLOCK 0077 MI NUMBER 0077 MODEL SAVIERO ELEVATION NAME VERSAILLES SHEET NUMBER A a 0 SERIAL NUMBER 1010.0 0 0 uJ 0 LLJ _ 0 ; LU LU LiJ > ..-J 0 > LU LiJ 1-- L1.1 Ce (-) UJ uJ Ce ›- LU UJ UJ F- 0 I-1 LJ -J 1.11 0 LiJ 0 0 LL_ (f) co 0 0 LLJ 0 0 [-- 0 a 0 (J (J) 0 (J) 2: uJ U Y—I ujOW U CL. 0 0 (i) LLJ < Ce ujc - LL- LA:j1 (A" 0 0 ›.— cie LU CCI < > - -0i 1-- 0 1= LL, (1) 0 0 Ccen (..) 0 Ce 0 • U oifl L U (f)0 w _J (1) RAWING ARE OWNED BY AND THE PROP (.9 (Y. 1.1..J 0> (1) F— LU (_) LU 1.1_1 • LU 0 0 LLI F- LU >-- co cy: o < LLJ LU I— VT < (J) !--;:.; LLI < CC L1J CC CC 0 LLI ▪ (..) 0 LJ- - 0 Lu (1) (.1) (.9 LU (j) Lu ONS AND CONDITIONS SHO (J) 11.11 1-- 2: 0 - 00LL < I- 0 TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES -TERMETE: PROTECTION SHALL BE PROVIDED BY REGISTERED TERMETICIDES, INCLUDING SOIL APPL [ED PESTICIDES, BAITING SYSTEMS, ANL) PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OE TERMETE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTFERED TERMITICIDE). UPON COMPLETION OF THE: APPLICATION OE IFIET 'TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BEFILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDINCT HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN [1 RMI TREArmENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." WOOD CONSTRUCTION ALL WOOD MEMBERS EXPOSED .-10 WEATHER 012 IN CON -TACT yaw MASONRY, CONCRETE OR SOIL SHALL. P11 PRESSURE -TREATED. 2. ALL [EXTERIOR WOOD SJ ID WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 GRADE OR BETTER SHALL BE 1.15ED REGARDLESS OF SPECIES. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA, FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., (ENC. 4, MANY OF THE NEW PRESSURE TREATED W000S USE CHEMICALS THAT ARE CORROSIVE 10 STEEL. IT [S 1111 CONTRACTOR'S RESPONSIBILITY To VERIFY THE 'TYPE OF WOOD TREATMENT AND TO SEETECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. MithinitallifiMORADIMEANIJIMMIIIMAMEMIEWMUMISIIIISSI ROOFING ALL ROOF'S SHALL BE CONC, ROOF TILE UNLESS MODIFIED BY PROIDUCT APPROVAL SUL3M ITAL. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN 111IGH& 5.7 SQ. ET.. IN AREA. THE BOTTOM OF THE: OPENING SHALL NOT BE MORE TITIAN 44" OFF 11(1 FLOOR AND NO PAR -1-. OF THE OPERATING MECHANI.SE4 SHALL BE PLACED HIGHER THAN 54" ALF, WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE TE1E WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616,2, THE OPERATING 0E0 iANISEIS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTTURLD TO CONFORM 10 THE BLDG, CODE VV/ RESPECT To M1N. EMERGENCY EGRESS REQUIREMENTS PER N.F,P.A, 10.1 CHAPTER 24, ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS lITE:SS TITHAN 60" ABOVE STAIR LANDINGS OR -TREADS SHALL. [3E TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCP R4410. SINGLE SWING EXTERPDR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUEPPED WITH SOLID WOOD DOORS NOT LESS -I-HAN 1 INCHES (35 00) IN -THICKNESS, SOLID OR [HONEYCOMB CORE' STEEL DOORS NOT TESS THAN 1 -% INCHES (35 MM) THICK, OR 20 miNarE EIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINNYW OR DOOR SIZES, PRESSURE TREATED 2 X 8 STUDS MAY ME SKURED TO TEIE MASONRY WITH 1/4" DIAMETER X 3 1/2" TAEcoN SCREWS 6" FROM EACH END AND 12" C/C, ADDLTIONAL FRAMING MEMBERS SHALL BE. NAILED TO PRIOR STUD WITH (2.) ROWS OF 104 NAILS AT 1.0" C/C. GYPSUM WALLBOARD PROVIDE I./2" NO SAG GYP, BOARD ON ALL CEILINGS, PROVIDE 5/8" 'TYPE "X" GYP. 01ARE.) ON ALL GARAGE CEILINGS WI 001 HABITABLE SPACE EXISTS ABOVE. GARAGE': SHALL BE SEE:PARA-TED FROM THE RESIDENCE AND EIS ATTEC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE, HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP I-0 8' ABOVE EINI.31-1[11) FLOOR, ENCLOSED ACCESSIBLE SPACE UNDER sTAIRs SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON -THE ENCLOSED SIDE WITH .1/2" INCH GYPSUM BOARD, NON-BEARING INTERIOR PARTITIONS ALL. INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 2.6 GA Al- 16'10.C. MAX. SPACING W/ 1/2" MINYPSUM DRYWALL EAC[H SIDE OR 2"x4" STUD GRADE LUMBIETIT1 OR BEFFER AT 16" O/C WITH SINGLE TOP AND BO-ITOM PLATE. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: 'TYPE 5 1800 psi AT 2.0 DAYS EXPANSION STRIPS TO 131 PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE. PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, SAID NUMBERS SHALL E3E A MINIUM OF 4" TALL AND 1/2" THICK AND CON 10151 WI TH THEIR BACKGROUND, STUCCO ALL EXTERIOR ("11111NGSLEXP0`.:3ITD TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGE-1 RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS, CONTRACTOR TO INSTALL STILICC;() CON-- PER INDUSTR' STANDARDS. ouTDooR KITCHENS ALL CONSTRUCTION WITHIN 24" OF ['EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON (00005111311 BY THE RESIDEIVTIAL, SFIALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOK -TOPS. ANCHORAGE METAL AND WIRE LATH: ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL A ETACHMEN IS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC "10 SUPPORTS SHALL BLCE PAED TIN( HE NOT MORE HAN 6 S APART, AND SIDE HLBE LAPS SAL. SECURED "TO SUPPORTS AND BE -flED BETWEEN SUPPORTS AT NO TO EXCEED 9 INC.HES INTERVALS. 3. METAL AND WIR[ [A 11") SHALL BE ATTACHED JO VERTICAL WOOD SUPPORTS VVITH THE: EQUIVALENT OF 4D GALVANIZED OR 1310E: COMMON NAILS DRIVEN TO A PENETRATION OF Al LEAST ET/4 INCH AND [31 OVER TO ENGAGE NOT LESS -THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BEI ATTACHED [0 CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPOR rs WITH THE EQUIVALEAT OF NO. 11 GAUGE, BARBED, GALVANIZED OR 13! 010 NAILS 1" [NCHES LONG HAVING A 111 A[) NOT LESS THAN TTTIT, INCH IN DIAMETER, MIRRORS MIRRORS SHALL BE ANCHORED 10 STUDS WHEN IN EXCESS OF 3) 51. YAMMAINASIMARMISSINSIMICANNMECIMEMMINEVAS GENERAL NOTES ALL WORK SHALL BE' PERFORMED 1N ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS FIAVING JURISDICTION ON THIS PROJECT, CONTRACTOR SHALL VERIFY ALL. DIMENSIONS PRIOR TO coNsTRucTION. THE ARCHITECT SHALL OE NOTIFIED OE ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION, DRAWINGS SHALL NOT BE: SCALED. INSTALL SOFFHS PER [OCR R/03,1.3 AND P616, SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). ALL NON-BEARING WOOD PARTITIONS IN WET AREAS SHALL BE PRESSURE TREATED, tHl uf Mt PNOWLIDGF, rHL L,L1`1( ILD 'Jrq ;His SNAW;N(, 51MPLIf 5 MIN 5HE 555.1,,,,,b; 5 5lINIM1,1 BUIL DIN( 501)5 ;N EFFECT AS OF DA'E r. -E P.IFF.ATION 551 c,w, 0( I 'I"ARC)N11). BARI I Y, AR 1 1 '001 DRAWN BY CHECKED BY A. BARLEY SCALE 22 X 34 = SCALE AS NOTEL 11)(17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION IF\FO SHEET DESCRIPTION GENERAL NO FES PROJECT NAME ALL ALL LOT/BLOCK "[Bi. NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER GNI AL NUMBER 1010.0 I---1 0 0 LIJ (1) 0 0 LU 0_ 0 .._J LU LU 0 0 0 LLJ 1.1.1 —AU (-NJ cr) ce E_ 0 cr • cr) ›– __J CL 00 — Ll.. 0 0 (f) LIJ C2 wk 0_ Ce CC) L.1-1 0 UJ 1- 0 LIJ uJ 0 1/1 uJ Li) 0 Cl_ ci 0 0 TIONS ON THE JOB AN 0 0 0 0 0 ORS SHALL V LIJ (r) LIJ U 11-1 0 UJ 0a 0 0 J Cf) (") 0 IL. -)J UJ TIONS FROM T C1 GN1 I OF DRAWINGS Cover Sheet - Index of Drawings General Notes SLAB LAYOUT A1.10 Slab Layout for Versailles ALN Slab Notes, Schedules, & Details FLOOR PLANS A2.10 First Floor Plan Schedules and Details for Versailles A3.10 Second Floor Plan for Versailles EXTERIOR ELEVATIONS A5.10 Front and Side Elevations for Versailles A5.1,10 Rear and Side Elevations, & Roof Slope Plan for Versailles BUILDING SECTIONS A7.10 Building and Stair Sections for Versailles STANDARD NOTES & DETAILS D3 Standard Notes & Details D7 Standard Notes & Details DO Standard Notes & Details STRUCTURAL SHEETS SGN,P General Notes S1.10 Foundation Plan for Versailles Sl.N S2.10 52.1.10 53,10 S3,1.10 SIN S4.10 SDil 5D2 SD3 SD4 SD5 SD6 SD7 STAIR Stair Details Foundation Notes and Schedules First Floor Lift Beam Plan for Versailles First Floor Framing Plan for Versailles Second Floor Lift Beam Plan for Versailles Second Floor Framing Plan for Versailles Lift Beam & Framing Notes and Schedules Window and Door Schedule Structural Notes and Details Structural Notes and Details Structural Notes and Details Structural Notes and Details Structural Notes and Details Structural Notes and Details Structural Notes and Details El Electrical Schedules and Notes [2 First Floor Electrical Layout for Versailles E3 Second Floor Electrical Layout for Versailles THE GRAPHICS PARTIAL SECTION .)6,.._DETAIL NUMBER _DRAWING NUMBER IT TT FRAMED KNEEWALL DROPPED SOFFIT BUILDING SECTION „DETAIL NUMBER .DRAWING NUMBER _CEILING HEIGHT CHANGE CENTER LINE ELEVATION MARKER SLAB RECESS FRAME BEARING WALL INTERIOR WALL (NON-BEARING) CMU MASONRY WALL GABLE END WALL ER INTERIOR ELEVATION DETAIL NUMBER DRAWING NUMBER DETAIL CALL -OUT _DETAIL NUMBER DRAWING NUMBER Th 1 SPANISH TILE 11 Pi'd SHAKE SIDING _ I SIDING 1 BRICK 1 STUCCO FINISH EARTH INSULATION - I DECORATIVE STONE 1 PRE -CAST LINTEL / HEADER Jurisdiction: City o_Parkland Florida Project Address: Lot 0077 Architect / Engineer: Toll Architecture Number of Bedrooms/ Bathrooms: 4/3 Full Total Sq. Ft. Under Roof: 3,709 SQ.FT. Length of Privacy or Wing Walls: N/A Number of Stories: 2 Balcony Railing: N Screen Footing: N Shutters: N Mean Roof Height: 231-4 3/4" Overhang: 11-4" Project Name: Par Roof Pitch: 5:12 DESIGN CRITERIA CRITERIA TWO STORY - FIRST FLOOR MASONRY SECOND FLOOR FRAME DESIGN BASED ON 2010 RESIDENTIAL F.B.C. F.B.C. RESIDENTIAL 2010 F.B.C. MECHANICAL 2010 F.B.C. PLUMBING 2010 F.B.C. ENERGY CONSERVATION 2010 F.B.C. FUEL GAS 2010 F.B.C. ACCESSIBILITY 2010 N.E.C. ELECTRICAL 2008 N.F.P.A. 101 2012 ASCE 7-10: MINIMUM DESIGN LOADS FEMA RULES & REGULATIONS <land Golf & CC - Ambassador MOM.* .=1•••••IMM• SI\GLE FAv1ILY RESIDENCE - GROUP R3 BUILDING TYPE: V- B RISK CATEGORY: II WIND DESIGN BASED ON ASCE 7-10 ULTIMATE DESIGN WIND SPEED =170 NPH NOMINAL DESIGN WIND SPEED = 132 MPH EXPOSURE - C ENCLOSED BUILDING INTERNAL PRESSURE COEF. +.18/-.18 FOR WINDOWS & DOORS SEE FLOOR PLAN FOR ACTUAL PRESSLRES THIS DRAWING AND DESIGN IS VALID FOR 12 VIONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID ABBREVIATIO A/C ABV. ADJ. A.F. A.F.F. AHU ALT. ALUM. BD. B.F.F. BOTT. BR. BKFST, CALC, C.J. CL CLG CMU C.O. COL. COMP. CONC. CONT. NUMBER AND EQUAL AT AIR CONDITIONING ABOVE ADJUSTABLE ABOVE FLOOR ABOVE FINISHED FLOOR AIR HANDLE UNIT ALTERNATE ALUMINUM BARBECUE BOARD BELOW FINISH FLOOR BOTTOM BRICK BREAKFAST CALCULATIONS CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMPRESSOR CONCRETE CONTINUOUS DB. DOOR BELL DBL DOUBLE DR.& SH, DECO. DET, DIA. DIM, DN DR. DS. D.S,S. DW DWG. E E.E. E.W. EL. ELEC. ENCL, ENG, EQUIP EXT, DOUBLE ROD AND SHEE DECORATIVE DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DENSE SELECT STRUCTURAL DISHWASHER DRAWING EGRESS EACH END EACH WAY ELEVATION ELECTRICAL ENCLOSURE ENGINEERED EQUIPMENT EXTERIOR FIN. FLR, FLR, FND, F.P. ERT. FT. FIG, E.O.M. GAL G.A. GD GFI GI, G.W.B. H HB HD, /I-11DR, HGT. / HT. HOR1Z, INSUL INT, 1.1.0, KS LAV LDRY LIN LT M.B. MAX M.C. MFR. MIL. MIN, MIRR. MLDG. M.P.H, MT FINISH FLOOR FLOOR FOUNDATION FIREPLACE FRONT FEET FOOTING FACE OF MASONRY GALLON GAUGE GARAGE DOOR GROUND FAULT INTERRUPTER GLASS GYPSUM WALL BOARD HIGH HOSE BIBB HEADER HEIGFIT HORIZONTAL INSULATION INTERIOR IN LIEU OF KNEE SPACE LONG LAVATORY LAUNDRY LINEN LAUNDRY TUB MASTER BATH MAXIMUM MEDICINE CABINET MANUFACTURER MILLIMETER MINIMUM MIRROR MOLDING MILES PER HOUR METAL THRESHOLD NIS. NOT TO SCALE O.A. 0.0. 0,H, OPT, OPNG. OSB PED. POLY OVERALL ON CENTER OVERHEAD OPTION(AL) OPENING ORIENTED STRAN BOARD PEDISTAL SINK POLYVINYL POUNDS PER SQUARE FOOT HOUSE ELEVATION ABBREVIATIONS ABBREVIATION FULL NAME MAN. MANOR WU_ WILLIAMSBURG PRO. PROVINCIAL CHA, CHATEAU VER. VERSAILLES CLA, CLASSIC MED, MEDITERRANEAN TRA. TRADITIONAL COU. COUNTRY MANOR HER. HERITAGE CMN, C1MMARON MSN. MISSION CET, CRAFTSMAN SCL. SPANISH COLONIAL 32 BOR. BORDEAUX :33 BRO. BROUGHAM 39 REN, RENAISSANCE 40 VIE. VIENNA 41 TUS, TUSCAN 44 CLS. CALAIS 46 ITV, ITALIAN VILLA 58 ELEVATION CODE 03 07 08 09 10 18 19 20 21 22 28 30 31 P.S,I, POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER P.R. POWDER ROOM P.T. PRESSURE fREATEL PT. LI/ POINT LOAD PWD. POWDER PLW, PLYWOOD R RA RAD. REF, REINE. RM. R.O. RQ D. R & SH R,W.C. SF/SQ.FT. S0L SFr. SH. SHWR. SL. SPECS S.P.F. SPRG. PT. STD. STL. STOR. TEMP. IHK. I.O. 1.0.13.13. TR. IRAN. TY P. (IC U.N.O. V.B. VERT V.T.R. W/ W.C. WD, W0W. WP GEL W.W.M. W,W.F. RISER RETURN AIR RADIUS REFRIGERATOR REINFORCING ROOM ROUGH OPENING REQUIRED ROD & SHELF RAIN WATER CHANNEL SQUARE FEET SINGLE SHEET SHELF SHOWER SLIDER SPECIFICATIONS SPRUCE PINE FIR SPRING POINT STANDARD STEEL STORAGE TOP TONGUE & GROOVE TEMPERED THICK TOP OF TOP OF BOND BEAM TREAD TRANSOM TYPICAL UNDER COUNTER UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL VENT THROUGH ROOF WIDE WITH WATER CL()SET WOOD WINDOW WALK-IN CLOSET WATERPROOF CFI WELDED WIRE MESH WELDED WIRE FABRIC 10I 10 1111 MST Of MY 0NOWLE1X\ 1E1 11 SEA LllI1l1011N 11110 DkAMNG COMPLIES WITH 010 AE011E0E11: M101010 0E10 010,j 101010 EFFECT 00 OF 000E01 CERTIFICATION 0011 1W 'AR)N P. BAH I -Y, AU\ AR 91562 I 0 I I z 0 ciD 1-1 (3 0 ID • C:4 • <r: 00. (,) •er, 0 00 DRAWN BY S.FOX CHECKED BY E. NIEVES SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 09-24-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION COVER SHEET PROJECT NAME PARKLAND GOF & CC AMBASSADOR BROWARD COUNTY LOT/BLOCK 0077 TBI NUMBER 0077 MODEL SAV ERO ELEVATION NAME ALL SHEET NUMBER ;ce SERIAL NUMBER 1010,0