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HomeMy WebLinkAbout2013040227-Plans (3)/ Fl Flo Fl Fl F2 F2 7r/j/ F2 F2 F2 F2 F2 F2 F2 F2 • F2 / F3 F3 up LiJ rY. :L 0 ›- LiJ cn 0 7'2" • 34; 5110" 39'4" /////// /// V /7/77//7777/ 266" FLAT CLG 10'--0' 0 L 0 r FLAT CLG 10'-0" 2(N 2 1 rs p r / 2' -1 r 1 r' '1 1- (.0 r 1 / / CD CY) LJ__ 12'10" // /t_ZZ/ 126" 9'6-3/4" HOLD BACK hnr 2-1/ " -) - /7////////_Z://".4- 72/7/ '1/1/ 7/ (.3-) 0-) cy) o-) Lr, LL LL u_ LL CC LL 2' / 2' 2' / 2'2' o d_ 21-4' 0 cs.1 cc f.Y 5' 77Y 7ZZZ/1/_Z2Z47- :cN F6 15'4" FLAT CLG 10'-0" FRAMED DOWN 1-N COFFER 1 F12 J FG6 1r L 4'31 8' 0 TRIM TO RADIUS - AS REQ. r CO F6 F6 F6 FG3 M V5 -122 / ,9 M8B FLAT CL •-eN :To@ 10'-o r MBA M8A M8A ,M G r FG3 BEARS 4 1C-0" N. 0 » ..... J48 CJ1 CJ3 EJ5 EiJ5 EJ5 CJ3 CJ1 c.1 >- m m J‘I-8A 1 / Lt5 LtD "D LLJ LU FG1 JL J L,5 FL' N _J 7'4" 5,4" 2'/ / ---- 2' 7' - I‘/ : "ct • LL LL LL LL LL LL LL LL 7777 Z ZZA=7.Z. Z__7_-Z.V77/17 1810" 2' Lo Lc 2' C HOLD BACK 2-1/4" 73'10" 2' 2' 7 CO CC OC CC cc LL u_LL L FLAT CLG 10`-O" 1110' CN 2' 2' 2' 65'4" CC LL LJ - JL. 1 r JL 1 r 2' LL, Lfl Lc) 22' 4'10" Li) 6'4" (-NJ !I ( 0. S ( 0 L r 0 . r 1111r >- co LI) 0_ ---D JL J L JL JL r r CD 2' 2' o - Li LL rcy)C-F-Gi 2)(1 2 PL • hT 2' /- 2' 2 PLY L -1 r J.) 2(1'6' L M 6 G hr) :// 77/7/7/ 7/2 HOLD BACK 5'6" 2-1/4" (-) r M7G M7C M7B 78" M7A M7B M7C M7G 1-) 1116- Cji Ali J1 /y• ND '59) CN 64 (0 LOO 2x6 RIBBON - 31.AING LEGEND r7-/-7777; 10 0" LI I I 11 10' - N 11'-4" APPROVED TRUSS ANCHOR BY BUILDER PLUvB CUT OVER ANG VV/ LEVEL RETURN PEEL HEIGHT = VARIES SEE ENG \ D 3 1R,SS TA D x2 11—A 16" DEED L00: TOD 11'-4" BIM (0 10L ANG IR LEO D * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS ,i0TE0 OTHERWISE AHU26 26 AHU46 AHU28 © AHU26-2 4SSL26 0 AHU28-2 e SSR46 © AGUS26-21 SSL46 0 AGUS28-2T AGUS26-3T MSL26-2 AGUS28-3T 1 CD K-THGQ2 ATH422 KTHGQ3 • SSR26 23 • MSR26 -2 SPECIAL CONNECTION BY OTHERS NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek Drofessiona advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastenec in a straight and plurnb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. rnax. Where no rigid ceiling is applied directly to the bottom chords, t-iey shall be braced at 6'--O" o,c. max. Trusses shall 3e -landed with reasonable care during erection to Drevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NO1E: Labeling trusses is a service, not o 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 the capacity of a standard -longer or truss to wall connections are tne responsibility of the builcer. GENERAL NOTES 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'--0" 2. NOTICE: 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: BUILDING TYPE: RISK CATEGORY; R000 LOADS TCLL: TCDL: 15 BCLL: BCDL: _LO TOTAL: 55 1.25 ALLOWABLE INCREASE ASCE 7/10 WIND SPEED: 170 MPH ENCLOSED EXPOSURE: C FLOO TCLL : TODL: BCLL: BCDL: TOTAL: ALLOWABLE INCREASE LOADS 40 20 0 5 65 1.0 DEFLECTION 36O/24CL DEFLECTION 360/240 FI..O R QtAIITY TRUSS 17L: (954) 9/5 338/ --AX: (95z-, 978 8980 36:35 DARK CE\PAL LVD POMPANO 3EACH, 3306L SHOP DRAWING APPFROVA THIS [DRAWING IS THE SOL.T. SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR O-THER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E 00 RECORD. Approved By: Date: REV: REV: REV: - CUSTOMER: DATE: 5/16/13 TOLL [BOTHERS, INC. SCALE: 1/4"= 1 SUB DIV: PARKLAND GOLF & C.C. ADDRESS: -- COUNTY: BROWARD LOT/BLOCK I MODEL: BALANO .33d I ELEVATION: MEDITERRANEAN BY: CM SALES: - DACE: 1 00 2 DWG \!0. 3HS1 38F 0 LU LU LU 00 0 LU 0 uJ LU F— Lrfi C.) Lu Lu >- a_ 0 Ce CC UJ 2. 0 u_ 0 Ce LU 0 c•Z LI_ LU 0 r)::>3 0 w -re Lu Ce UJ LLI LU 0 LU LU 0 (i) LU LI) 0 ct. >- 0 LL_ 0 0 0 rj-2. 0 L/1 Or_ 0 Ce 0 0 CCI LLI Li) LU >- CO 0 LU LU (f) LU 0 CC - LU Ce CC 0 0 1.1.1 < U (1) (A0' Lu< 0 cr iu 0 CO 0 0 CO 0 1.1.1 0 0 0 0 0 0 0 0 LL... 1L rj..3 0 cL cf) UJ LU CO 0 0 Li 0 LU 0 LU _J (Cf).)uJ L) (I) 0 UJ cri F— z 02: 0 L.L.J 11.1 CC1 0 0 < 0 LIJ LI") LU cLLe 0 (I) (I) 0 2:- 0F (r) 0 Lu uu CO 0 0 0 0 Li) ce w LU —4 0 UJ CO (1) w 0 Lz 0 rs. L.Z-2z222= l'-2" 222-.7.2%/Z NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 1011 COUNTERTOPS - OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH - ----2X4 HALF WALL CABINET KITCHEN HALF WALL DETAIL D8,I SCALE: 1/2" = KINT-4 (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) - VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS ------ 100% SILICONE SEALANT BETWEEN Zz TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD ----J • • 7/ ADJUSTABLE SHOWER DRAIN 2" SHOWER DRAIN - 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" = 11-0" (INT -4) 73 Ed DO 0 0>- L.-/ LU CL CC LU LL_ LJ -J SET MIRROR 3" FROM END OFF BACK SPLASH MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: SET MIRROR 3" / FROM INSIDE CORNER LI 1/4" MIRROR -1/2" RECESS FOR MIRROR 2" YORKTOWNE TRIM - MM 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 SHOULD BE 1 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MASTER BATH MIRROR WOOD TRIM DETAIL SCALE: 1/2" = 1-0' (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL PLAN ----- CORNER SHELF NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. ----- FLOOR TILE 2" SHOWER DRAIN TILE AT DOOR THRESHOLD (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION STANDARD SHOWER SHELF LOCATION D8(INT-5) SCALE: 1/2" = 1'-0" r 0 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) CD DRYER VENT (TYPICAL) r---- GAS PIPE (TYPICAL) FOR GAS DRYER ONLY WITH PEDESTAL NOTE: 1, DRYER VENT BOX TO HAVE "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 - ATTACH PER MFR. INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) ('NT DRYER VENT BOX FOR DRYER ONLY D8 SCALE: 1/2" = 11-0" (INT -3) TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 3/1" EXT. PLYWOOD ON 2X4 FRAMING, VARIES - SEE PLANS -2X4 © 16" O.C. - 1 ROW OF TILE ----- r _717 .7- 7_7_7 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. -SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. (FR 33 DROP IN TUB DETAIL ,98) SCALE: 3/4" = 1'-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. -- (FR -33) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION - 2X4 LEDGER - - 2X4 CRIPPLES ra r r` , --- ,' ^ r 1 r , ' 4," r .r.- , / " / rr r , -- -•'/ / / \ .- / 7 / /-,. / / / \ ' \- -1- ---- --".. / \ / , -'r r -.K / //-- ,, " .--- / // , / 7‘ \ C >-• " 7 ., „, - _ 7 „. .: / - 7 / / \\ 7 / / \ \ \ / / 7, -- / 7 7 ", / ,,.• / / .,),-.: . \ /,--' .- ." / / / - -- -- -„ ; \ /, \ \ \ • " / 7 7 / \ „ -••••\ / / „ / FLOOR TRUSS. HA N.T.S. L WALL TIE-IN DETAIL (FR -34) 10 fl!L I1LST OF MY KNOWLIDGE, 1,0 DESIGN 0LPICILD ON 11111 C( laL:t5 011H" 0 A7101iE 171 E,7C1 AS E OF CEPIF:LOICN HLON EB 2 8 2013 CI) ;>1 6 0 'or 4— DRAWN BY M. STRICKLAND CHECKED BY O. 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 M 0 DE L AL ELEVATION NAME ALL SHEET NUMBER D8 SERIAL NUMBER 1009 -10 0 <-4 Lf) 0 UJ 0 LLI 0 LU LLJ uJ 0 ' < LLJF- ;15 LU >- LU 1— LU NG ARE OWNED BY AND THE PROP LIJ TO: UJ LL BROTHERS 0 UJ LU 0 (f) LU 0 ce cL >- 0 LL 0 CL 0 ce 0 0 11.1 0 (r) 0 0 0 0 (f) 0 w 0 -J 0 LL UJ CC) 0 CI. (r) LU 0 0 0 0 (1) 0 ce LU 0> (1) F- LLJ U LU LLJ Lf) U_I ICATED OR REPRE (_9 LU (n 0 11-1 0 NE 0 L1J (.1") LLI 0 0 U) cr) 0 F- 0 LJJ 0 0 LU Lfl UJ LL_ LJ - 0 ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING ------ PRE-ENGINEERED WD TRUSS, 24" 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. -N 2x8 ROUGH SAWN CEDAR METAL DRIP EDGE - 1X2 NAILER -- SEE PLAN CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED \ \ - CEILING INSULATION (SEE ENERGY CALCS.) REFER TO ELEV, 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 --- Lik MAIN FLOOR ELEV 01-0" N y - 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 X < - SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R • -1X2 P.T. NAILER FINISHED BASE MOULDING 1 cL < 4 11-1 . 1, 1 ' Q ' 1 - .%. \ -- - - -------1 - - • • • \ -4" CONC SLAB W/ VAPOR BARRIER - -SEE FOUNDATION PLAN FOR SIZE AND EXTERIOR WALL TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON 5/8" SHEATHING PRE-ENGINEERED WD TRUSS, 24" 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 MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING FELT BACKED METAL LATH SEE PLAN ifin 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 BACK LATHE BARRIER AND POLYETHYLENE HOUSE WRAP EXTERIOR STRUCTURAL SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED 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 SCREED P.T. 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER - CEILING INSULATION (SEE ENERGY CALCS.) -- 5/8" GYP. BD. -- DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. -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" THK. TG SUBFLOOR 3/4" GYPCRETE 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 #5 BAR BEYOND 8" W x 1-1/2" D RECESS © SLAB EDGE -- LA MAIN FLOOR ELEV 0,-0" -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 LINTEL , SEE FRAMING PLAN FOR SIZE AND DEPTH TOP OF FLOOR TRUSS s ----- - SCHEDULED WINDOWS (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/FBC-R GIa X --1X2 P.T. NAILER -FINISHED BASE MOULDING 4 -LLL - < 4" CONC SLAB W/ VAPOR BARRIER ----SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING TWO-STORY WALL SECTION SCALE: 3/4" = 050 NOTE: STRUCTURAL DETAILS SUPERCEDE STRUCTURAL NOTES ON ARCHITECTJRAL WALL SECTIONS 10 ///E ,E:ST MY KNOWLER,E, IHE ON [HIS DRAWING COMPLIES WITH THE APPtICABIE MINIMUM BUILDING 000E Ms Lf f 110 0/- //110 110/ 1101111 /0111/11,1. BELOW. FEB 2 8 2013 AN P, BARE' FY; A A{ '1,15(12 c.,7$ cn z z LI 0 Ca) 04 0 ‘.C") C 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 of) j a (NJ (T) cx q_3) Lu cca (5 ce >---J Cl_ 00 F - LL 0 0 (I) LU U_J 1- 0 LLJ uJ (J) 1— uJ 0 cL tD 0 (/) 0 0 0 0 AND TOLL BROTHERS o Lu 0 0 E 0 0 0 w Coe UJ -J 2: 0 LL▪ J LU U_ 02: < (1 UJ -J (f) cZ 0 LU F- a_ III > UJ uJ UJ 2: < („9 LulL LU r_ 0 - a cn Lu 17-1 z 0 ✓ LU Ce fn ' I -U I • 0 M U.) [15 5 cr OLLJco LIJ I I .0 __J I 0 0 1-1- < 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 ------ EXTERIOR SHEATHING r- - FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE (?) SILL PAN - WEATHER RESISTIVE BARRIER CORNER // PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY EXT 1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL \,D N.T.S. (EXT -1) OPTION - A FLASHING - CANT STRIP SILL PLATE SEE NOTE #2 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. (EXT -5) K.O. COURSE W/ (1) - #5 CONT L 0 'STUCCO ON 8" CONC BLOCK WALL W/ #5 IN GROUT FILLED CELL W/ MIN. 30" OVERLAP. ALTERNATE HOOK BAR DIRECTION (SEE CHART FOR SPACING) SITE WALL SCI-EDULE HEIGHT FOUNDATION FTG. REINF. DOWEL SIZE (W x D) SPACING OLO" to 41-0" 2'-0"x 1'-4" (3) #5's CONT. 56o.c. 41-1" to 61-0" 3'.-0"x 11-4" (4) #.5's CONT. 48"o.c. 6'-1" to 81-0" 4'-0"x 1'-4" (4) #5's CONT. 32"o.c, CONT. DRIP EDGE ACROSS DOOR HEAD TO DIVERT RAIN EXT -6 D3 A C — • • • Cc) PAVERS AT LANAI AREAS, TYP. SEE CHART FOR FOOTING SIZE AND REINFORCEMENT INFO rT PRIVACY WALL (STEM) D3 SCALE: 3/4" = 11-0" (EXT -9) NOTE: 1." 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 ) WEATHER RESISTIVE BARRIER 2 DO NOT FLASH "---7 1 OVER B0110M NAILING FLANGE - 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. WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES Al EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS TEAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR HEAD DRIP DETAIL N.T.S. (EXT -6) WINDOWS TO BE INSTALLED PER AAMA 100-07 TYPICAL WINDOW N .T. S. WALL PER PLAN RAIN DRIP REGLET ---- EXTERIOR WINDOW FLASHING DETAIL (EXT -2) EXTERIOR WINDOW HEAD DRIP DETAIL N.T.S. DRILL & EPDXY #4 18" 0.C. & BEND DOWN INTO STAIR. — CONC. STAIRS SECONDARY POUR 8" CMU STEMWALL w/ #5 VERT. HOOKED INTO FOOTING © 40" O.C. BEND #5, 21-0" INTO SLAB (TYP.) - #4©, 18" 0.C. DOWELS BEND INTO STAIRS. fc7 6 1-0 MIN. • 4,4 • • <21L. 4 4 4 TYP. FTG, EXTEND TYP. FTG © WIDTH, SEE STAIRS & PROVIDE DETAIL FND-3B #4@ 18" O.C. E.W. /` XT -10 CONCRETE STAIRS ON GRADE D3 J SCALE: 3/4"=11-0" (EXT -10) GRADE (EXT -7) STUCCO RAKE JOINT AT WINDOW ----- EXTERIOR PERIMETER CAULKING ----- WINDOW TO BE SECURED DIRECTLY TO THE STRUCTURE AS DESCRIBED ON PRODUCT APPROVAL FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE --- EXTERIOR SHEATHING - 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 </43 ' CONCRETE OR MASONRY NOTE: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS. LIQUID APPLIED MEMBRANE -LIQUID APPLIED _.MEMBRANE MIN. WIDE CONTINUOUS BITUMINOUS FLASHING FULLY ADHERE TO WOOD SUBSTRATE OVER LAP ADJACENT BLOCK MIN. 6" PRE -CAST SILL ii 4 a P.T. WOOD BUCK SET IN CONTINUOUS BEAD OF SEALANT AS DESCRIBED ON PRODUCT APPROVAL • <7 41 TYPICAL WINDOW JAMB SEALANT DETAIL N.T.S. (EXT -8) WALL PER PLAN 4 RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF.....— PLAN VIEW /21 - 5"x5" METAL FLASHING STEP OR w/TAR BETWEEN CONTINUOUS FLASHING AND SHINGLES FLASHING ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. (EXT -11) SEAL WINDOW AT INSTALLATION .7' 7 7<7 77< .7< - - LIQUID APPLIED MEMBRANE FLASHING DETAIL AT ARCH WINDOW FRAMING N.T.S. NOTE: CLEAN OFF ANY DEBRIS BEFORE APPLYING ANY SEALANTS. (EXT -3) ------ LIQUID APPLIED MEMBRANE MIN. 9" WIDE SEAL WINDOW AT LIQUID APPLIED INSTALLATION MEMBRANE ----- PRE-CAST SILL - 77< LIQUID APPLIED MEMBRANE [WINDOWS TO BE INSTALLED PER AAMA 200-09 TYPICAL CMU (Ex-rz WINDOW FLASHING DETAIL N.T.S.(EXT -4) 10 P0 t SI Oh MY KNOWLLOOF. fliE <[<[7< 7<17<7 ON THIS ORAWING COMPLUS WITH PIE <P07 [00(7< 0,01M0M 077(10007 COOL IN EFFECT AS Of DATE 01 OEFOIFICATION BELOW, 28FEB /013 it!!00gtt ott' azorlBAL,ATA AR 945b2 Li 0 0 DRAWN BY M. STRICKLAND CHECKED BY 0. SWAFFORD CID <70 5<2 (07 1-1.< (.7) 0 FLORIDA DIVIS SCALE 22)(34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVJSION INFO SHEET DESCRIPTION STANDARD NOTES & DETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D3 SERIAL NUMBER 1009 0 0 11..1 cn 0 0 LU CL LLJ LU 0 0 LU 0 ; LU 0 LLJ LLI fY LU LU CL L1J LL 0 0 ceLU w Q. LU 0 LIJ LU 0 111-1 0 CL. >-- CY 0 LL 0 I-: u_ 0 LU (f) UJ 0 c• nO —J 0 2 0 U -I 0 0 0 0 cr) 14 LLJ 0 _J 0 0 co 11 0 10U- 0 ›- CC) 0 ILI LLJ (1) LU LU Cie 0 LU >- 0 NGEMENTS OR PLANS SHALL SCALED DIMENSIONS CONTRACTORS SHALL VER (i) 1.11 (1) L1-1 1— >-• cO Lu 0LU0 (f) WV) 0 I -LI 0 LLI ce <J0 (1) (.9 < 0 LL.1 UJ 0 LLJ 0 (-) 0 0 [1.2 ROOF PER -- CONTRACT q7:trJIjfJ FINISH FLOOR 111 I , , I L Li .1 A 'BUILDING SECTIQN \ A7,19 / SCALE 1./4"=11-0" BEDROOM 3 '1' REFER TO SHEET A3.N FOR INSULATION SCHEDULE CLOSET 11 MASTER BATH COVERED ENTRY MASTER BEDROOM GOURMET KITCHEN KITCHEN BREAKFAST AREA CABINETRY & APPLIANCES ARE FOR REFERENCE ONLY. B BUILDING SECTION A7.19 SCALE 1/4"-11-0" - — REFER TO SHEET A3.N FOR / INSULATION SCHEDULE HALL ',Ill DRJING ROM PRE-ENGINEERED ROOF - DESIGNED BY TRUSS MANUFACTURER W.I.0 HALL E KL DRY BAR -- PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER DRY BAR BONUS ROOM GREAT ROOM MASTER BEDROOM BREAKFAST AREA 18 RISERS © 7 5/8" 17 TREADS (*) ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD. CARRIAGE -- - PRE-ENGINEERED TRUSSES / DESIGNED BY TRUSS MANUFACTURER c 43UILDING SECTION ) SCALE 1/4"=-11-0" A7.19 STAIR RAIL GUARD RAM ING AND NG NOTE STAIR RAILING AND STAIR GUAR SHALL BE CONSTRUCTED TO WITH CONCENTRATED LOAD OF 200 POUN AT ANY POINT ALONG THE RAIL IN AN DIRECTION. IT MUST ALSO WITHSTAND UNIFORM LOAD, NOT CONCURRENTLY WI CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN A 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. D RAILING STAND A DS APPLIED Y A TH THE Y 42" GUARD RAILING W/ WROUGHT IRON PICKETS TO REJECT 4" SPHERE, TYP. 42" HIGH GUARD RAIL TREAD FINISH FLOOR - THRUST BLOCK TO ITE REST OE MY KNOWLf [HE DESIGN DEPICTED ON 1515 DRAWING COMPLIESWITH TAY APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE 05 CERTIFICATION BELCAN. FEB 2 8 2J13 ' 'r'rrk,;:rrrARr6N P. BARCEE," AT AR 0;1562 L 11. .1 L.] 4-4 C.!) oc Lr;" (ID r • 7,t DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SH Tr REVISION INFO SET REVISION INFO SHEET DESCRIPTION BUILDING & STAIR SECTIONS [. 0 0 L C.7) L-14 L./) PROJECr NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL ELEVATION NAME MEDITERRANEAN SHEET NUMBER A7119 SERIAL NUMBER 1010.0 0 0 LLJ Or: 0 LL. 0 LU 0 LU M >1- 0 11.1 0 0 LU 0 11.1 0 w LIJ C.) LIJ >- LIJ 1-- >- a_ L.) LU cf) 0 0 1.11 0 LU uJ a_ LU N 0 1— ce LU LU 0 Ln M UJ 0 a_ 0. >- LJ 0 ce 0 L.) 0 cn 1-4 CD 0 LU LLJ LLJ 0._ UJ EY 0 LU 0 (fcz) UJ 0 CO 0 0 ca 0 uJ 17. 0 0 0 0 0 u- z's 0 11.1 0 _J 0 L.L_ LU .__J CO (f) 0 LU LLJ 0 ce >- co 0 uJ cr) _J Ln Lr) c4 0 (I) 1— LU LLI (.9 U) LU 0 u CI) LL. 0 0 0 (f) 0 4 0 11J 0 LU 0 LU LU 0 uJ LU ON THESE D 0 11) 0 LU 0 Ln UJ uJ C:9 0 uJ LL UJ -0 Ln LU 0 LL1 0 0 '--'>- 02: < LU 0 rie UJ 0 LLJ F— (/") uJ ) IL LL 0 TOLL BROTHERS 2" BULLNOSE, TYP. 08 A5,2,19 TYP. uJ (n 0 TOP OF 2ND _ TN cc) FINISH FLOOR U_. 0 0 2" BULLNOSE, TYP. 211 \A52,19 TYP. TYP.„„: 706 A5,2,19, 802 ) A5.2,19 1-YP. in I •:t N.- 0 u2:>- ouJ ---) ° (._.) oc) IL_ • LL_ 0 0 -0 LI- CI 0 0 I— 0- I-- 0 FIN. FL. ( 1 ENTRY DETAIL SCALE 1/4"=1'-0" ‘‘, '1\ (2 'APP I UE A5.2.1„i SCALE 1/2' —1' 0" ,/ 903 WINDOW A.5.2.1 SCALE 1/2", '-0" 31-0" 102110•131.N,19.1.1.. If 61, 11-0" 6" - - /- (302 TYP.- 3002 A5.2,19 TYP. OF 4 4" DIA. X 1" RAISED SMOOTH STUCCO SCORED STUCCO /11 '\ (A5.2.19) 10" 21-0" 10" 17TRIM A5.2.1 " /2 SCALE 1/2"=-1'-0" 4" / ( 308 L EDGE SCALE 1/2",--11-0" SQUARE *ROUND Th ( SQUARE ko: \ 3002 COLUMN i9 SCALE 1/2"=-11-0" / OUTERMOST 1101 SHAFT DIA. (z 211 (SURROUND P521v—I SCALE 1/2"=1'-0" \k.. 1? -4" \ - I l'-4" 706 FASCIA MOLDING_ 5.2,SCALE 1/2"=1'-0" 19 SQUARE j / / *ROUND 4') SQUARE 71.6 8" \- OUTERMOST SHAFT DIAM. ( 3006 COLUMN 1 / SCALE 1/2"=11-0" A5.2, OSPIMMAgege ( 302 lEDGE \A5.2.19 SCALE 1/2"=11-0" 41 44'H 11-4" *SEE ELEVATION 802 ',OUTLOOKER & BAND A5.2,1, SCALE 1/2"=11-0" 2nd F.F. f .1 .1 1 1 SPACING TO REJECT / DECORATIVE ALUMINUM RAILING INSTALLED ON WALL AS PER MANUFACTURER SPECS. A 4" SPHERE SHELL CONTRACTOR TO PROVIDE SOLID BACKING FOR RAIL ATTACHMEN eno3' METAL RAILING A5.2.19' SCALE 1/2"=.11-0" TO DIE 0/01 1/0 K0:0,I.1:00E, I HE DESIGN 0/110011 ON 1100 CRAWING COMPLILS 01111Thlf APPLICABIE MINIMUM BONDING CODE IN EiTECIT AS CIF 000/ 0/ CE.RIMCATION 11(1.00, FEB 2 8 2( .40 AO) N P:' BAR1E, Al A AR 0156/ 13 1 LI TSDALE ORLANDO ct) 0 L I 100 cA; Cdr.) LU LI] DRAWN BY M. STRICKLAN[) CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION EXTERIOR ELEVATION DETAILS DC (") /00 0 I .1 L./.1 c) 00 /0.1 1:4 C) r PROJECT NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEAN Cr) a SHEET NUMBER E A5.2.19 SERIAL NUMBER 1010.0 0'1 CD r'J (r) X 0 ce cIO )- -J CL. 00 1-- 10 < - (../) O LU a_ 0 I -U 0 LU 0_ 0 --J Lu w 0 0 Lu __J U_J 0 > 0 > LLJ 4-4 Lu 0 _(J) 0 0 /— LIJ 0 UJ C) CC UJ u j 0 a_ Li) (le LLI 2 9 cz LU 0 UJ Cu 1— (.9 cc 0 CLL >-- UJ 0 ° ce UJ 0 In Ce < 0 0- 0 0 () LU LLI - ef) (A' 0 LU 11.1- 0 - >- Ce c0 < —I 0 I-- 0 UJ LL. 0 0 - J c:C cr) UJ 0 cz (IY 0 >- LU CO I— 0 clIA w - 1 (J) 0 S DRAWING ARE OWNE NDICATED OR REPRESENTED BY TH ONS FROM TH 0 LLJ - ce CO 11.1 0 W • UJ ciD in LLI UJ C.) __J _J 0 0 Li - < 0 I-- 0 TOP OF 2ND FINISH FLOOR FINISH FLOOR VENTING PER CONTRACT (TYP.) ,---- ROOFING PER CONTRACT (TYP.) TYPI • .,• REAR ELEVATION RIGHT ELEVATION SCALE: 1/4"-11-0" 1/2" CONTROL JOINT, SEAL - 6"Xl." RAISED FLUSH W/ POLYURETHANE SMOOTH STUCCO SEALANT AND PAINT. (TYP) BANDING -71 111 MEDITERRANEAN —r - j N,. A5,2,19 3006) 11 1, 1111 4003 \ A5.2.1y . . . CRICKET ROOF SLOPE PLAN VENTING PER CONTRACT (TYP.) O'HAGIN'S CLOAKED VENT TILE - NOA #09-0316.04 (TYP,) - ROOF SLOPE 5:12 U.N.O • • MEDITERRANEAN '11,,.1.01.,.....,,,Y1)11,....1.4......4114,41.11...../.........k11811,601M1/41..M....111*Neangileiginakeina.W.1.0.44.,M1/114.411.4.114,161J.....16...Y.Mirn ROOF VENT CALCULATION: 3,000 sq. ft. CEILING AREA 150 ROOFING PER CONTRACT (TYP.) 8'.0". • . • • 1 . . • , . , • • . . . • . . . • • . . • • • . - - . : . . . - • . , 11 I 1 [1 IJ 11 10I-0" MEDITERRANEAN 6"Xl" RAISED SMOOTH STUCCO BANDING • 1/2" CONTROL JOINT, SEAL FLUSH W/ POLYURETHANE SEALANT AND PAINT. (TYP) "TYP. TOP OF 2ND FINISH FLOOR cn •st- FINISH FLOOR 20.0 sq. ft. (REQUIRED) TO Oft Bk ST OF MY KNOWLEDGE, I HT DESIGN Ok PIC I EC ON THIS ()SAWING CCMPLICS M.-1111HE APPLICABLE MINIMUM WING CODE IN EFFECT AS OF DA, E OF CERTIFICATION bEt OW FEB 2 8 2013 1 fI4?I ARION AIA AR ,D -1562 LI 1_1 c.r) 0 0 r:4 L:.1 Z.1 C:Js CrO C -Z Ern 0 0 L.! DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION REAR, SIDE ELEVATIONS, & ROOF SLOPE PLAN PROJECT NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEAN SHEET NUMBER E A5.1 19 SERIAL NUMBER 1010.0 ▪ (/). C./) 0 LU (1) ce 0 11_ 0 E2 LIJ 0 _JLLJ .z- r LLI > F- 0 11.1 0 H- D LU 0 0 M I— < F:13 0 w 0>0 LIJ LU 0 r-171- d < 0 < UJ frY LU (-) • < UJ2(J) CL (J) Ce ce cLLJ CL LU TOLL BROTHERS NG ARE OWNED BY AND THE PROPERTY OF TOLL BRC 0 (f) 0 LU 1— LLJ LU Ce CL LU 0 0 LLJ [LI (J) 0 ce 0 1GEMENTS OR LU -J -J (J) ce 0 ce 1- 0 w 2'. 0 (r) t.J1 'E.E3 uJ -J (.) (.6 (1) LIJ (.1) LU 03)-- 00 LIJ] Lu (i) w 0 1 LU -J IONS AND CO ONS FROM TH LLJ 0 LLJ - ROOFING PER CONTRACT, TYP. TOP OF RIDGE MEAN ROOF HEIGHT (11.7 TYP. cL. 0 t- - 0 . 0 F- : I -- N t \ \ \ \V 17-4" 7r- / TYP, Lu LU LLJ IL_ 0 3002 (-302 /7308 A5,2.19 A5.2.19,1 TYP. OF 6 TOP OF 2ND 'FINISH FLOOR TYP. 1 -YR FRONT ELEVATION SCALE: 1./4-".= '-0" ( 2 A5.2.1.9 / _ ( \A5.2.19 t _ If MEDITERRANEAN A - ( 211 A5.2.19 TYP. TOP OF 2ND FINISH FLOOR --- - -1 -I ROOFING PER CONTRACT (TYP.) I CL 0 0 FITSH F - OO -(4 0 1- 6"X1" RAISED SMOOTH STUCCO BANDING VENTING PER CONTRACT (TYP.) FINISH FLOOR TT -1- ,1 ' II II II 11 II I I', . . ! .. ! • 1 / ,: II II II I 11 1_1 DL -1 • , .. ///c_1=111/1111111, LEFT ELEVATION 6"Xl" RAISED SMOOTH STUCCO BANDING DID /.17.T.O. co MEDITERRANEAN 1/2" CONTROL JOINT, SEAL FLUSH W/ POLYURETHANE SEALANT AND PAINT. (TYP) . ' xesnimeassromotiormsemonnonwhow— - 10'-0" NOTES: PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE. - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N 0 - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CASTFROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. ; - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO 1 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 10 SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. MOTIMIN1161110404 10101 ESEST 01 111 KNOWLEDU, I t11 010105 11/10101t D 05 11110 DRAWING COMM !I5 WITH THE APPLICABLE MINIMUM 00110155 COUE IN EFFECT AS 01 001100 CERTIFICATION EKON,. t:B 28 MO ARON P. BARLEY, AIA AR 94562 0 Li 1..1 LT - 4.1 c7A CT, 494 c 0 r- (1:21 (7.4 00 LI z W:1 LJ I I DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FRONT & SIDE ELEVATIONS AND NOTES 0 0 LI cr.) 4=, cr) 15, LL CT, PROJECT NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAV E MEDITERRANEAN SHEET NUMBER IT A5.19 j SERIAL NUMBER 1010.0 M 1-4 C•1 (I) LU F- 0 (-9 co _1 Cu _1 00 U 1— a 0 0 LJJ Cf) Ce 0 LL o 11.1 0 LU uJ 0 0 0 LLJ 0 11J 0 CCLU LU LL.1 Ce ?- 1.11 00 w v.) Ce LU 0_ LIJ IC2 LU 0 UJ 11.1 07- ILI LO 0 CC a_ >- 0 11_ CL >- CL 0 114 CC 0 a c 0 CO 0 0 >- 0 111 LU (f) LU Cl. 114 Ce CC 0 o LU L) 0 a 0 0 .-614 2:" 0 (f) uJ 0 0 LLJ 0 0 >- CO 0 uJ (f) LU (f) 2_7 Co LU UJ CZ 111.- (.9 1-4 (1) uj 0 w LU Pl (I) u - C) LI (J) OC LU 1 0 0 co 044 0 a 0 6 0 0 (J) (1) LU 0 _J 11 114 00 1-4 0 (f) LU 11.1 co ONS CONTRACTORS SHALL VER (f) (.9 0 L1.1 (f) 11-1 >- CO 0 11) 0 0 0 0 a a Z: EU cn I- a_ a LUO 11.1 11.1 LL I n U .-•• IA! < LU (f).- (.9 1--- 44 LU 0 0 0 -4 LLJ 0 >- a 0 0 LU Lt 0 LIJ 1 - ca 114 (-) LLU- 0 24" O.C. 22" MIN. X 36" MIN. (ROUGH FRAMED) DRYWALL ON PLYWOOD FASTENED WITH DRYWALL SCREWS © 6" O.C. PERIMETER & 12" O.C. FIELD - TRUSS TOP CHORD PRE-ENGINEERED WOOD ROOF TRUSSES - SEE STRUCTURAL DRAWINGS - PROVIDE R-38 MINIMUM BA1 I INSULATION AT CONDITIONED ACCESS LOCATIONS TRUSS BOTTOM CHORD ... • , .„... DRYWALL CEILING BOARD ON PRE-ENGINEERED WOOD ROOF TRUSSES DECORATIVE TRIM MOLDING PER SPECIFICATIONS ATTIC ACCESS DETAIL SCALE: 1" = 11-0" CLG. HEIGHT 1---- 2: a_ i 31-10" WIDTH ARCH DETAIL AT GOURMET KITCHEN_ SCALE: 1/4"-1-0" IST FLOOR DOOR TAG DOOR CALL -OUT TYPE THERMA-TRU INSULATED ENTRY DOOR 2 OVER HEAD GARAGE DOOR STEEL 3 OVER HEAD GARAGE DOOR STEEL 4 DOOR DOOR SCHEDULE 5 SOLID CORE DOOR 6 SOLID CORE DOOR 7 SOLID CORE DOOR 8 SOLID CORE DOOR 9 SLIDING GLASS DOOR 10 GLASS SHOWER DOOR 11 SOLID CORE DOOR 12 SOLID CORE BI -PASS DOOR 13 SOLID CORE DOOR 14 SOLID CORE DOOR SIZE 3'-0" X 81-0" 16I-0" X 71-0" 81-0" X 710" 21-8" X 81-0" 278" X 81-0" 21-6" X 81-0" 21-4" X 870" (2) 21-6" X 81-0" 91-0" X 81-0" 21-0" X 61-4" (2) 21-0" X 81-0" 61-0" X 81-0" 2170" X 81-0" 11-6" X 870" 15 ALUM. CLAD. SINGLE LITE FR. DR. 31-0" X 81-0" 16 GLASS SHOWER BI -PASS DOOR , 51-011 X 61-0' CLG. HEIGHT cXD 00_ (.r) REMARKS NON -INSULATED RAISED PANEL NON -INSULATED RAISED PANEL SOLID WOOD NOT LESS THAN 1-3/8"/OR 20 MINUTE FIRE - RATED INTERIOR INTERIOR INTERIOR INTERIOR TEMPERED / IMPACT TEMPERED INTERIOR INTERIOR INTERIOR INTERIOR TEMPERED / IMPACT TEMPERED INSULATION SCHEDULE LOCATION CEILING © LIVING AREA EXTERIOR MASONRY WALLS EXTERIOR WD. FRAME WALLS WALLS TO LIVING AREA TYPE FIBERGLASS AL -FOIL FIBERGLASS FIBERGLASS R -VALUE U.N.() 38 4.1 19 11 PROVIDE WINDOW GUARDS, "GUARDIAN ANGEL" OR "APPROVED EQUAL" TO ALL SECOND FLOOR OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 36" A.F.F. anNeliffiltiMIMMEM. REF -::-.R TO STRUCTLRAL SHEETS FOR WINDOW CALLOUTS SCHEDULES AND DESIGN VARIES WIDTH TYP. ARCH DETAIL SCALE: 1/4"=1'-0" 151 FLOOR PRESSURES wataratt/MIEWSMOSAINISS,.....ry VARIES WIDTH TYP. ARCH DETAIL •••••••••= O. SCALE: 1/4" :1'-0" 2ND FLOOR 10 THF Ftf 01 MY kNOWIII/Gt, DE1;IW4 DEFICR ON I HIS DRAWING COMPLIES WITH THE APPLICABIE MINI000 BUD DING 0006 10 EFFECT AS Of RATE OF CERTIFICATION BELOW ARON f:AR i.,Y; AR 91569, r A 0 Li L.1 z IXy I :1 ' 1 0' DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION IN -0 01(0 <-4 (4!) 11.1 0 P H V) 11-1 SHEET DESCRIPTION FLOOR PLAN. NOTES, SCHEDULES & DETAILS PROJECT NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME LAL_L LI (i) 0 SHEET NUMBER A3 N SERIAL NUMBER 1010.0 \- 0 31-4" in 31-3" 31-7" TEMPERED -- GLASS 31-1" ENCLOSURE ON( TUB DECK --- SEAT @ 18" A.F.F. TEMPERED GLASS ENCLOSURE -6n 141-3" f 39'-4" KNEE SPACE 51-4" 3 0" 11" MASTER- -7-7-i\ BATH 9'-0" CLG. r -r) 4" RAISED -CURB 9T-8" 1 '• - - - '111--:', . : ' -:- ' ''- ------ . c.) ul in ce BEDROOM 2 z„ 9'-0" CLG. 2'-0" TYP. BOX OUT BEAM TO r",-- COLUMN r WIDTH --I 42" H. METAL RAILING W/ PICKETS SPACED TO REJECT A 4" SPHERE — - PROVIDE DUAL SHOWER HEADS W/ DUAL DIVERTERS 9 _ 8 11 16'-8" MASTER BEDROOM 9'-O" TO 9'-8" COFFERED CLG. MT ICOVERED BALCONY 91-0" CLG. SLOPE REFER TO SHEET A5.2.19 FOR COLUMN & BASE DETAILS 8" 1'4" / 71-2" cS ce 13'-8" R & SH WULC 9,-0" CLG, T-8" R & SH 42" H. WOOD GUARD RAIL W/ WROUGHT IRON PICKETS SPACED TO REJECT A 4" SPHERE BONUS ROOM 9'-O" CLG. 17'-0" CO SECOND F OOR PLAN SC -ALE— 1/4";-0" ANL 241-0" 66'-2" BATH 2 ---- 9'-0" CLG. in 2'-4" 24'-6" 221X36> 1 ATTICx I ACPSS, — ARCH 2'-8" -REFER TO TYPICAL ARCH DETAIL OA3.N BEDROOM 3 9'-O" CLG. 4 4 ( ) 1 121-0" 611' I W . 1:y . .0 i 1 91-0" CLG. 1.._._ R & SH 91-0" 3'-8" 201/...............t44 A' /....-6" WIDE BUILD OUTS, 8" DEEP CENTERED BETWEEN WINDOWS, TYP. 7 1 1Zo . _ 1 BATH 3 9'-O" CLG. 7,1 BEDROOM 4 • 9'-0" CLG. 13'-2" PLANT SHELF, TOP AT 11'-4" A.F.F W/ FLAT SOFFIT, BOTT. AT 19'-8" A.F.F. 8'-4" 11, - LOFT 91-0" CLG. MEDITERRANEAN 101-0" / C) 53'-6" 66'-2" 26'-0" 16'40" 8'-212-" R & SH 9'-O" CLG. 5'-6" R & SH ACCESS 'Y PANEL— 5'-6" \ \ \ \ \ v ADDITIONAL NOTES, DETAILS & SCHEDULES CAN BE FOUND ON THE A3.N SHEET. 7-- 10 0115101 Of MY 0W11 005, 01 010155 GI.PICI ED 05 THIS 05505150 COMPI If 0 A1T51 THE APPLICABLE MINIMUM BUILDING 0001 15 01510550 OF [ATE OF CERTIFICATION BELOW FEB P. HARLLY, A[A AI 9-1.562 Li Li Li Cf) ORL Li DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED C:7, (70 00 Lr) 0(1 "1- (.7) {-1-1 C-.7> 0(75 00 00 1-' L.1 SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR PLAN (70 0° 05 0 0 LI 1-1-1 H 0(1 H 0 PROJECT NAME PARKLAND GOLF & CC \1ONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME I-- MEDITERRANEAN LLJ SHEET NUMBER A3.19 RIAL NUMBER 1010.0 February 28, 2013 - 8:46:58 am 0 2.7 0 w 0 LL LU CL 0 LU LU 0 0 0 uJ0 UJ 11-1 LU Ce LU (11 CC >-- LU LU E— T (.9 >- 0 11.1 CC U 1. ci ° Ujc (f) LIJ o >- < ._J _J 0 re) Lj rJ (.1) ce r LU T ,= 0 •-• ce crl ›- _J o --J 00 F- 0 0 Ce LU CL LU 1E2 UJ 1- 0 ce LU U-1> 0 LU (J) 0 c. ce >- ce 0 0 172 0 0 Ce LU Cl_ 0 LU o ›- CO 0 LLJ 0 UJ Ce Cr) 1-4 F- >- LLJ F— LU Li) uJ ce LU 0 0 UJ 0 0 LU (f) 0 -J (1) SED BY OR D OB AND TOLL BROTHER uJ F-- 0 (f) 0 0 0 0 LU 0 -J CC 0 Li - (f) 0 CL LIJ uJ Ce 0 LU CTORS SHALL , A ff ‘A7.191r CD 4-4 00 Cy-) cXD ----- ------------- HB cy 121-0" 1 24'-2" VEG. SINK 1 B A7.19 Pr" VENT TO OUTSIDE DBL. OVEN , GOURMO- KITCHEN J0' -O" CW CD REFER TO < ARCH DETAIL ON SHEET A3,N 21 I I REF. SPACE 511-10" f YER1 IS ACE1 6" -ill-4 1 n 1 IlvAsHqR I1SFIACEir ft CABINETS ABV. Fi] LDRY. CLG. CLG ------ 4'-6" 5'-2< z 81-8" CLG. \ PA Rt RY 71 R & SH . 81-8" CLG, 151-8" 51-3" R & SH / _ _ BREAKFAST AREA 101-0" CLG. 4211 ROUGH HIGH HALF WALL W/8" WIDE BAR TOP 141-4" 4'-1" 71-2" COVERED LANAI LANAI i0' -O" CLG. ---- BOX OUT BEAM TO COLUMN WIDTH (TYP) 6-2" 7'-2" - 8" /1/ MT () CD 1 <1 -6" 31-6" ARCH DRY BAR 00 3'-6" FIRST FLOOR PLAN SCALE: 1/4h1=1011 rJ A,H.U. #1 \ (—) I ce ' < PWD. U.C. 1 REF f1.0` 0" CLG. —1 ARCH .-e) REFE TO TYPI AL ARCH DETA L ON SI -EE A3 L._ ' 2'-8" 21-8" I 17'-0" GREAT ROOM 101-0" CLG. 11'-4" B A7.19 Pr/ 73-10" 24' 0" ONE -CAR GARAGE 101-0" CLG. LINE OF FLOOR ABOVE 151-0" DINING ROOM 9'-4" TO 101-0" COFFERED CLG. 51-8" 1'-4"1 5'-8" 11( L2 -file - fir c) tf? = LINE OF --- 7' ,--, FLOOR ABOVE ' '2'01-4" 1:6-o' -c---,-- cD -CY) .....liden011.1910•1111011•• MI=111•1.. 41 ."-c) 7'-8" STOR. 10'-0" CLG, N LINE OF SLOPED CLG. 21-4" I, M _ 'fff -80 ;1" -- 7'-6'1' / FLAT HEADER- \\ B01 I OM AT 81-8" A.F.F. R4I-0" + „ '74 \ TWO-SIFORY FOYER CLG A7.19 ,<UP 12" DIA. DECO, HALF COLUMNS (TYP. OF 2) _ ARCH SOFFIT. REFER TO A5.19 FOR DETAILS --12" DIA. DECO. COLUMNS (TYP. OF 4) 2'-8" FLAT SOFFIT, Z REFER TO A5.2.19 "rFOR DETAILS , ----COVERED ENTRY •- 101-0" CLG. 31-7,14" )1-4"/ 41-1" MT 6' 1'-6" BATH 10'-0" CL 31-0" 310" A/C-C6MPr.-#'*;'H 9-8" MEDITERRANEAN 4l-0" (5) OW. #2 13'-1" 65'-4" 731-10" 7 21-4" 42" H. WOOD GUARD RAIL W/ WROUGHT IRON PICKETS SPACED TO REJECT A 4" SPHERE STUDY 101-0" CLG. 131-41' ‘,0 I I / 22'-0" 161-0" LINE OF GARAGE DOOR ABOVE 191-10" LINE OF -- FLOOR ABOVE TWO -CAR GARAGE 10'-0" CLG. 21-7" 11-4" r - 00 C FN.! �D HB )1-4" iff CD r4 CJ-' REFER TO ARCH DETAIL ON SHEET A5.19 , LCD 12" DIA. DECO. .---\ f7t- I -ALF COLUMNS (TYP. OF 4) En CD ADDITIONAL NOTES, DETAILS & SCHEDULES CAN BE FOUND ON THE A3.N SHEET. MEDITERRANEAN AREA CALCULATIONS: 1ST FLOOR A/C LIVING AREA: 2ND FLOOR A/C LIVING AREA: TOTAL A/C LIVING AREA: COVERED ENTRY: COVERED LANAI: COVERED BALCONY: THREE CAR GARAGE: TOTAL: 1,961 SQ. FT 2,123 SQ. FT. 4,084 SQ. FT. 105 SQ. FT 130 SQ. FT. 130 SQ. 804 SQ. FT. 5,253 SQ. FT. I 0 1HE BEST OF MY KNOWLI:DOE, FlIE DESIGN DEPICTED ON 01110 IlkAWING COMPLIES WITH YIIN APPLICABI 0 MINIMUM BUILDING CODE IN EfFECI AS OF DATE Of C.ER1IFICATION BELOW, FEB 2; 8 2'013 A'RON P. BARI.i:Y, AIA AR O462 uJ Li Li (./) ORLANDO z 0 DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FIRST FLOOR PLAN PROJECT NAME PARKLAND GOLF & CC 'IONOGRAM BROWARD COUNTY LOT/BLOCK 3:3/D POD 18 IBI NUMBER 9033 _ MODEL BOLANO ELEVATION NAME MEDITERRANEAN SHEET NUMBER A2.19 SERIAL NUMBER 1010.0 0 0 uJ(1) 0 LI 0 LLJ 0 CL. Lu UJ 0 0 2: 0 LU 0 LLJ LU UJ (-) UJ CC >-• o_ (_) U.1 2: 1-1 - CC LU ee _J 0 0 NG ARE OWNED BY AND THE PROPER SENTED BY TH 0 0 (f) (1) Ce w LU w 0 ee uJ uJ 0 cn F-- w LLJ 0 cx al 0 0 0 LLJ (1) 0 0 L.) 0 (i) P. LLJ 0 CC H 0 U._ LU CC) (7.; 0 trJ Cl- LIJ Ce LLJ ffl0 0 ee 0 cx .71 0 (f) >- USED BY OR DISCLOSED NGEMENTS OR P ORS SHALL VER 0 L.) (1) 00 u-) uJ 0 0 LU LL1 CL > 0 ->-- LU LL. < LU U_ ic-e Fa (.9 u j c:C3 u j Ce ° 11.1 Cc) 11-1-1 0 0 I-1- < U) LLJ LLJ 0 FRONT WALL OF GARAGE \ PROVIDE 1 1/2" D x 5" W \ RECESS AT GARAGE DOOR \ \ PROVIDE 4 1/2" D x 8" W SLAB RECESS ---N \ N BRICK PAVERS N,, LE 114.1.1' TUB SHOWER LAV CO 2" VTR LAV2" VTR ICO LAV 2" VTR PLUMBING NOTES 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 MACHINE. 2" VTR LAV CO TUB WC 2" VTR PED WC CO 3" 2" VTR - STUDOR VENT DBL, SINK DW W/ DISP. 3" CO 2" VTR CO I: STUDOR VENT VEG. SINK W/ DISP. 2" VTR co WASHER IT 4" TWO WAY CLEANOUT TO SEWER PLUMBING RISER LEFT HAW) SC4I E: NTS GAR. FIN. FLR. I I I 4" CONC. SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL SECTION @ GAR. DOOR SCALE: 3/4" = 1'-0" (FND-7) WALL PER PLAN - I 5" NOTE: FILLED CELLS ARE AS PER PLAN PLAN VIEW LU LU uJ RECESS IN SLAB -GARAGE DOOR SLAB RECESS I 1,111,00 .1...44g.L, 10 IHE Bi 55 Of MY KNOWLI-fU', 1141 DESIGN 01-005514 ON 11115 1450,5441050441,111,5 WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS 01 DAIL 01 CERTIFICATION BELOW. FEB 2 8 2013 H. L 0 Li LI L.i DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB NOTES, SCHEDULES, & DETAILS PROJECT NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME ALL SHEET NUMBER ALN j SERIAL NUMBER 1010.0 0 (-) LU CY 0 1-1 LLJ 0 CC --J CO 0 1— LL, 0 I— CY LU ca. 0 cx LLJ 0 >- fl LU 0 LLI CC (.9 c24 UJ F- u j 0r 0 ce >0 LU 0 o ▪ u LU cf) < o CL >- a a LU < 0 (1) LjJ 0 __J 0 H 130 cL 0 Li Ce. 0 Cr UJ SED BY OR DISCLOSED TO ANY LE FOR ALL D 0 CL Ln LU LU CO a ORS SHALL VER CEDENCE OV LU >-- CO 0 (f) a 0 0 (r) 0 L) V) ce I— a_ LUO LIJ LLJ U_ CD I—I LU <uJ :TE (-9 I. I-4 LLJ UJ 0 LIJ < Li Ce >-- LL 0 0 LU 1LL 0 LU DO (f) LU (-) 1-411 0 A B / / rfll LoL pp• 1'-cI' / 111-8" 71-2" 61-2" CD Co SLAB LAYOUT SCALE: 1/4=1-0" PROVIDE ELEC. CHASE VEG. SINK 18-11" 221-0" A7.19 51'-10" 6" PLUMBING WALL (TYP, U.N.0.) 181-0" 191-6" Ik 0 96"x48"x4" CONC. PAD 3" ABOVE GRADE - 3'-0" / MEDITERRANEAN LLI — J U) 731-10" 731-10" 241-8" 61-10" 651-4" 2'-0" 31-7in 11-4" 4'-1" L 22'-0" c FYI co 161-0" 2'-7" 11-4" 9) / 191-10" FHB 11-4" / ,-•1 0) 10 IHE BEST DC MY KNOWLLOGE, THE DESIGN DreICIED ON T}US DRAWING COMPLIt $ wrm THE APPLICABLE MINIMUM BUILDING CODE IN E.FECT A$ Of' CATE DI CERT RICA] ION BELOW. FEB 2 8 01.1 •••••,' `). kAl EY, AIA AR 1•456.2 ! ADDITIONAL NOTES, DETAILS & SC-JEDULE CAN BE FOUND ON THE A1.N SHEET. ORLANDO DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB LAYOUT PROJECT NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LOT/BLOCK 33/D POD 18 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEAN SHEET NUMBER A1.19 SERIAL NUMBER 1010.0 0 0 LU 0 0 uJ 0 LLJ UJ 00 < LL1 > UJ 0> >w LU 0 O (1) 1--- uJ < M: LIJ C.) V) u 0 uJ CC LLJ Fc • ap. • o LU "-IM 0 ›- 0 LU 00 -0 (f) rJ (1) D: L9 c E2 00 >- _J _J 00 0 LL 0 0 (1) UJ CL - a UJ 0 ce 0 UJ 0 0 1- 0 0 uJ 0 0 E 0 0 0 cr) 0 U) 1.1-1 0 _J 0 U- LLJ - J CO 0 CL (I) UJ ce: uj LL 0:- 0 02: (1) < w 0 (L.1) 0 0 >-- w co NS SHALL BE NGEMENTS OR P1 NSIONS CONT 0 RECEDENCE OVE (i) <0 0 UJ 0 LU 0 UJ U1 0 (f) 0 0 L11 Li - 0 0 Lu0 Lu cc) w TERMITELi I1 0 SPECIFICATIONS: •• TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1'.1 111,411.1dA2.11M1u, ..1.,A.10.,,.....J1,4,NALtmoLNAALLLa,,,...."..4.,/,LAWYNAIRL.LELL.w, .ANEISIMWANTaN.,/,.INN.6....w,..AmaNNmATE4ALA,N...N.EANu, WOOD CONSTRUCTION 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED, 2, ALL EXTERIOR WOOD STUD 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 BE 1 I ER SHALL BE USED REGARDLESS OF SPECIES. 3, ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP 10 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., U.N.O. 4, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT 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. MU, 1,141. 1 A 1..111.1.1.Ake..,...011.411,10.1...4111. 4.1.41W/A. 11 .11 11 11..11. 1...114111 1.111. 111. 1 .11111111 W. 1,11,011111,4.4161111011.1 11.11. ..1.114...ilk1.11.114111k1111M11.111111111. llIl!llIl.11.1.1.ABRMII1MM.1111.....*1.4.41.1.1.4141.1fM1011101.1**.,41, ROOFING ALL ROOF SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMI I IAL. 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 HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 2411 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2, THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R4410 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4"dia. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS, PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC 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 TO 8' ABOVE FINISHED 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 26 GA AT 16" O.C. MAX, SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 0/C WITH SINGLE TOP AND BOTTOM PLATE. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG.. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED WITHIN THE CONST, DOCUMENTS. 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 BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CN1U, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM, 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST -Y4 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE Al I ACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1/2" INCHES LONG HAVING A HEAD NOT LESS THAN 3/8 INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GU I I ER LOCATIONS (AS REQUIRED) ALL NON-BEARING WOOD PARTITIONS IN WET AREAS SHALL BE PRESSURE TREATED. Wm - 10 110 BEAL 01 MT KNOWLEDGE, II1E OITA GN 111.111101 01111110 DRAWING COMPLIES WITH THE APPLICABIE MINIMA BUILDING CODE IN 111151T AS OF DATE Of CERT If 110100 BELOW, FEB 2 8 2013 " Ai()N P, BA Ri.i1;,/A , AR 91562 u DRAWN BY 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 GENERAL NOTES PROJECT NAME ALL ALL LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER GN1 SERIAL NUMBER 1010.0 0 21!) 0 Lu (1) CC 0 U. - LU CL 0 IJJ LU 0 0 0 LU 0 LU w 0 0 LU 0 LLI UJ 2.? 0 Lu uJ 0 F-- uJ LU CY. • >- UJ a < CZ c_i UJU0 >- c.0 LU 00 cfD -J 0 0 LU F- 0 0 It; 0 0 0 U) 2: 0 in LLJ —4 - -- J Ce 0 LL 5E1 LE. p•-• 0J CJ - Ln LLJ CC U -J a.- 0 0 Z (f) < LLJ 0 -J 0 LJ 0 0 CZ 0 >- C.0 0 LU NGEMENTS OR PLANS SHALL BE ce (1) 2: 0 a 0 Lri 00 LJ 0 UJ _J 1!) E PRECEDENCE OVE _J 0 uJ LU 1- >- 0 11) 0 E 0 0 0 0 UJ LIST OF DRAWINGS C1 GN1 Cover Sheet - Index of Drawings General Notes SLAB LAYOUT A1.19 Slab Layout for MEDITERRANEAN ELEVATION A1.N Slab Notes, Schedules, & Details FLOOR PLANS A2,19 First Floor Plan for MEDITERRANEAN ELEVATION A3.19 Second Floor Plan for MEDITERRANEAN ELEVATION A3.N Floor Plan Notes, Schedules, & Details EXTERIOR ELEVATIONS A5,19 A5.1.19 A5.2.19 Front & Side Elevations and Notes for MEDITERRANEAN ELEVATION Rear, Side Elevations and Roof Slope Plan for MEDITERRANEAN ELEVATION Exterior Elevation Details for MEDITERRANEAN ELEVATION BUILDING SECTIONS A7.19 Building & Stair Sections for MEDITERRANEAN ELEVATION STANDARD NOTES & DETAILS D3 D7 D8 Standard Notes & Details Standard Notes & Details Standard Notes & Details THE B GRAPHICS 1 PARTIAL SECTION DETAIL NUMBER DRAWING NUMBER BUILDING SECTION DETAIL NUMBER _DRAWING NUMBER _CEILING HEIGHT CHAN1GE _ CENTER LINE ELEVATION MARKER SLAB RECESS 1 FRAME BEARING WALL INTERIOR WALL (NON-BEARING) CMU MASONRY WALL I 11 GABLE END WALL l',\(//,,,1 FRAMED KNEEWALL I DROPPED SOFFIT INTERIOR ELEVATION A(111161/4)6, DETAIL NUMBER _DRAWING NUMBER DETAIL CALL -OUT DETAIL NUMBER DRAWING NUMBER ri-V1ri SPANISH TILE IJILLitj SHAKE SIDING SIDING F77 -„L,77-7741 BRICK I 1 STUCCO FINISH 17-7711-7171 EARTH INSULATION r -4L-7.1 DECORATIVE STONE - - I PRE -CAST LINTEL / HEADER Jurisdiction: City of Parkland, Florida Project Address: Lot 9033 Architect / Engineer: Toll Architecture Number of Bedrooms/ Bathrooms: 4/4 Full, 1 Half Total Sq, Ft. Under Roof: 5,253 SQ.FT. Length of Privacy or Wing Walls: N/A Number of Stories: 2 Balcony Railing: Y Screen Footing: N Shutters: N Mean Roof Height: 251-3" Overhang: 11-4" Project Name: Roof Pitch: 5/12 DESIGN CRITERIA TWO STORY - FIRST FLOOR MASONRY SECOND FLOOR FRAME DF.SIGN 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 Parkland Golf & CC Monogram SINGLE FAMILY RESIDENCE - GROUP R3 BUILDING TYPE: V - B RISK CATEGORY: II WIND DESIGN BASED ON ASCE 7-10 ULTIMATE DESIGN WIND SPEED =170 MPH 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 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 1 1 ABBREVIATIONS NUMBER AND EQUAL AT A/C AIR CONDITIONING ABV. ABOVE ADJ, ADJUSTABLE A.F. ABOVE FLOOR A.F.F. ABOVE FINISHED FLOOR AHU AIR HANDLE UNIT ALT. ALTERNATE ALUM, ALUMINUM B.B.Q. BARBECUE BD. BOARD B.F.F. BELOW FINISH FLOOR BOTT. BOTTOM BR. BRICK BKFST. BREAKFAST CALC. CL CLG CMU C.O. COL. COMP, CONC. CONT. CALCULATIONS CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMPRESSOR CONCRETE CONTINUOUS DB. DOOR BELL DBL. DOUBLE DR.& SH. DOUBLE ROD AND SHELF DECO. DECORATIVE DET. DIA. DIM. DN DR. DS. D.S.S. DW DWG. E E.E. E.W. EL. ELEC. ENCL. ENG. EQUIP EXT. 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. FN D. F.P. FRT. FT. FTG. E.O.M. GAL G.A. GD GFI GL G.W.B. FINISH FLOOR FLOOR FOUNDATION FIREPLACE FRONT FEET FOOTING FACE OF MASONRY GALLON GAUGE GARAGE DOOR GROUND FAULT INTERRUPTER GLASS GYPSUM WALL BOARD H HIGH HB HOSE BIBB HD. /HDR. HEADER HGT. / HT. HEIGHT HORIZ. HORIZONTAL INSUL INT. I.L.O. KS L LAV LDRY LIN LT M.B. MAX MFR. MIL. MIN. MIRR. MLDG, M.P.H. MT N.T.S. 0.A. 0.C, 0.H. OPT, OPNG. OSB PED. POLY P.S.F. 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 NOT TO SCALE OVERALL ON CENTER OVERHEAD OPTION(AL) OPENING ORIENTED STRAND BOARD PEDISTAL SINK POLYVINYL POUNDS PER SQUARE FOOT HOUSE ELEVATION ABBREVIATIONS ABBREVIATION MAN, WIL. PRO. CHA, VER. CLA. MED. TRA. COU. HER. CMN. MSN. CET. SCL. BOR. BRO. REN. VI E. TUS. CLS. ITV. FULL NAME MANOR WILLIAMSBURG PROVINCIAL CHATEAU VERSAILLES CLASSIC MEDITERRANEAN TRADITIONAL COUNTRY MANOR HERITAGE CIMMARON MISSION CRAFTSMAN SPANISH COLONIAL BORDEAUX BROUGHAM RENAISSANCE VIENNA TUSCAN CALAIS ITALIAN VILLA ELEVATION CODE 03 07 08 09 10 18 19 20 21 22 28 30 31 32 33 39 40 41 44 46 58 P.S.I. PSL P.R. P.T. PT. LD. PWD. PLW. R RA RAD. REF. REINF. RM. R.O. RQD. R & SH R.W.C. SF/SQ.FT. SGL SHT. SH. SHWR. SL. SPECS S.P.F. SPRG, PT. STD. STL, STOR. T&G TEMP. THK. T.O. T.O.B,B. TR. IRAN. TY P. UC U.N.O. V.B. VERT V.T.R. W VJ/ W.C. WD. WDW. W.I.C. WP GEI W.W.M. W.W.F. POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER POWDER ROOM PRESSURE TREATED POINT LOAD POWDER PLYWOOD 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 NO FED OTH ERWISE VAPOR BARRIER VERTICAL VENT THROUGH ROOF WIDE WITH WATER CLOSET WOOD WINDOW WALK-IN CLOSET WATERPROOF GET WELDED WIRE MESH WELDED WIRE FABRIC 10 NI' HST Of MY KNOWLE101, 101 DESIGN 10 NU Lb ON 11110 DRAWING COMPLIES WITH THE A KUL/UNE MINIMUM BUILDING CODE IN IFFECT AS OF 0011 00 CERTIFICANON EIELOW. FEB 2 8 2013 ARONP.BM:EY,A1A AR94562 LI Li 101 ORLANDO PHILADELPHIA z LJ LOS ANG ELI cf.) DRAWN BY M. STRICKLAND CHECKED BY E. NIEVES SCALE AS NOTED 010 (00 00 tr) 00 r CID "rt SHEET DATE 02-28-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION COVER SHEET PROJECT NAME PARKLAND GOLF & CC MONOGRAM BROWARD COUNTY LO c/BLOCK 33/D POD L8 TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME ALL SHEET NUMBER SERIAL NUMBER 1010.0 LANDSCAPE SPECIFICATIONS PART 1: GENERAL CONDITIONS 1.01 SCOPE: A. The landscape contract includes the supplying and plan ting of oU trees, shrubs' vines, and ground grnundcovor together with all necessary labor, equipment, tools and materials needed for the successful cnp{nhon, execution and maintenance of the landscape plans. 1,02 ACENCY STANDARDS: A. Grades and standards of plant materials to be used shall be true to nonno, size, condition and graded F(orkjo #1 or better as stated in: Grades and Stondords of Honda Plant Materiels published by the State of Florida Department of Agriculture, Tallahassee, Florida in thier most recent version.. 1.0,3 SITE EXAMINATION: A. The Landscape Contractor shall personally examine the site and fully acquaint him/herself with all cf the existing conditions in order that no nnis-understanding may afterwards arise as to the character or extent of the work to be per formed, and additionally, in order to acquaint the Landscape Con{rcotor with all precautions to be token in order to ovoid in jury to property or persons. No additional compensation will be granted after the award of this landscape contract because of any unusual difficulties which may be encountered in the execution or main maintenance of any portion of the work. 1.04 ERRORS AND OMISSIONS: A. The plant list is a part of the drawings and is furnished as a convenience. The plant list indicates the non,e, size and quantities of specific plant materials as called for and is located on the drawings. The Lnndycop, Conimctur is responsible for his/her own quantity count, and any discrepancy between drawings and plan list shall be considered as correct on the drawings. 0. The Landscape Contractor shall not take advantage of errors or omissions in the specifications or contract drawings. Full instruction will be given if such errors are discovered. Upon the discovery of any discrepancies in, or omissions from the drawings or doouments, or should the Londscape Contractor be in doubt as to their mooning the Landscape Architect ohmU be notified and will determine the actions nuxossury to each query, C. !f plans and specifications are found to disagree after the contract is awarded, the Landscape Architect shall be the judge as to which was intended. 1.05 EXECUTION OF THE WORK: AThe Landscape Contractor shall have his labor crews controlled and directed by a Foreman well versed in plant ,no|vr/o/s. planting methods, reading b|uep,into, and coordination between job cnd nursery in order to execute installation correctly and in a timely manner. This niod Foreman shall speok fluent English. 0, "The Landscape Contractor shall provide a competent Eng|i3h-speaking Superintendent on the project at all times, who shall be fully authorized as the Contractor's agent on the work. The Superintendent shah be capable of reading and thoroughly understanding the Plans, Specifications ond other Contract Documents, If the Superintendent is deemed incompetent by the Londsoopr Architect, he (the superintendent) shall be immediately replaced. C. The Landscape Contractor shall be available for any meetings with the Owner and/or Landscape Architect during implementation of the job. Any additional work or changes required as n result of failure to communicate with the Owner or Landscape Architect during implementation will be the responsibility of the Landscape Contractor. 1,05 PROTECTION OF PUBLIC AND PROPERTY: A. The Landscape Contractor shall protect all materials and work against in from nny couso and shall provide and maintain all necessary safeguards for the protection of the public. He shall be held responsible for any damage or injury to persons or property which may occur os o result of his fault or negligence in the execution of the work, i.e. damage to underground pipes or cables. 1.07 CHANGES AND EXTRAS: A. The Contractor shall not start work on any changes or "extras" in the project until a written agreement setting forth the adjusted prices has been executed by the Owner and the Contractor. Any work performed on ohqngea or "extras" p,/or to execution of o written agreement may or may not be compensated for by the Owner at his discretion. 1.08 GUARANTEE: A. The Landscape Contractor shall furnish a written guarantee warranting all mo(ehu|s, workmanship and plant mote,io|n, except sod, for a period of ONE (1) YEAR from the time of completion and acceptance by the Landscape Architect and Owner. Sod shall be guaranteed to 90 calendar days after acceptance by the Landscape Architect and Owner. All plant material shall be alive and in satisfactory condition and growth for each specific kind of plant at the end of the guarantee period. The guranteeing of plant material shall be construed in mean complete and immediate replacement with plant material of the same variety, typv, size, quality and grade as that of the originally specified material. During the guarantee period it shall be the Landscape Contractor's responsibility to immediately replace any dead or unhealthy material as determined by the Londvcopr Architect. The guarantee will be null and void if plant material is damaged by |ightning, hurricane force ~inds, or any other acts of God, as well as vandalism or lack of proper maintenance. B. At the end of the specified guarantee pvriod, any plant required under this contract that is dead or not in satisfactory condition, as determined by the Landscape Architect, shall be replaced. The Landscape Contractor shall be responsible for the full replacement cost of plant materials for the first replacement and share subsequent replacement (s) costs equally with the 0wner, should the replacement plant fail to survive, C. All replacements shall be p|ontu of the sarne kind and size as specified in the plant listThey shall be furnished and planted as specified. 1.09 CARE AND MAINTENANCE: A. The Landscape Contractor shall be responsible for the care and maintenance of all plant materials until final acceptance by the Owner or Landscape Architect. B. Upon final acceptance of the work, the Londsonpo Contractor shall furnish the Owner with a written ord detailed description for the care and maintenance of all plant material at the tirne of final acceptance. C. The Owner agrees to execute the instructions for such care ond mo/ntononoo. 1.10 SAFETY: A. It shall be the responsibility of the Landscape Contractor to protect all persons from injury and to avoid property damage. Adequate warning devices shall be placed and maintained during the progress of the work. D. It shall be the contractor's responsibility to conform to all |nco|, stote, and federal uofoty laws ono codes including the Federal Occupational Safety And Health Act /O.3.H.Al 1.11 CONTRACTOR QUALIFICATION: A. Fhe Owner may require the apparent contractor (s) to |iry him/herself to be ib|entity by furnishing any or all of the following documentary data: 1. A financial statement showing assets and liabilities of the company current to date. 2. A listing of not less than (3) completed projects of similar scope and nature. 3. Permanent name and address of place of business. 4. The number of regular employees of the organization and length of time the organization has been in business under the present name. 1.12 INSURANCE AND BONDING: A. Thv onni,00Lor (s) shall submit proof of insurance for this job for the time period that the work is done. The mini/num amount of insurance shall be $300.000.00 per person and $J00.000.00 per aggregate. The successful bidder shall be required to have this coverage in effect before beginning work on the site. B. The O*no, shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payrnent obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract, 1.13 PERMITS AND CERTIRCATE3: A. All contractors shall secure and pay for all permits and certificates required for his/her doss of work. PART 2: WAhER!ALS 2.01 PLAN F MATERIALS: A. A complete list of p|ontn is shown on the drawings, including a schedule of quontiti,a, sizvn, and oucn other requirements deemed necessary. /n the event discrepancies occur, the specifications on the drawings shall govern. 8„ Substitutions of plant materials or changes in size or spacing of materials will be permitted ONLY upon written ouihorizotio^ by the Owner or the Landscape Architect. If plant material is nalof sufficient size to meet applicable codes, o letter of variance from the appropriate agency must be obtained by the Contractor prior to issuance of any change order. If material of smaller size is to be accepted, the quantity of material shall be inc,00yed, at no additional cost to the Owncr, to meet the intent of the drawings. C, All plant materials shall have o habit of growth that is nnrrno| for the species and shall be healthy,vigorous and eq,n| to or exceed the measurements specified in the plant |iyt, which ore the minimum acceptable sizes. Plants shall be measured before pruning with branches in normal position. Any necessary pruning shall be done at the 'Lime of planting. O. All plant materials shall be nursery grv`n, unless otherwise noted, Florida #H or better and shall comply with all required inspections, grading standards and plant regulations as set forth by the Florida Department :f AgricuKurx^n Grades and Standards for Nursery Plants, Port 1 revised edition 1973, cnd Grades and Standards for Nursery Plants, Part |!. for Palms and rrenn, revised edition 1972. E. P(nnts that do not have the normal balance of height and spread typical for the respective plan shall not be acceptable. F. The Landscape Contractor shall install each plant to display its best side. Adjuntmonto may be required if plants are not installed properly and/or approved by the Landscape Architect. "^v` s~r",r,sPER I-FL^v -- (1mxwpomn) r RILL CH INSTAL LLD 11191199 01:0 AS 190 wmruw SPoCLn,^nw � �,��cn,F,n SOIL CH(lUNDC(}VEH PLAN 1INC D[[/\U SCA: f": 907 TO SCALE t (2) 3/4" HIGH CARBON STE_ F_L BANDS 90 HOLD BATTENS IN PLACE DURNO PLANTING PROJECT. DO 501 NAIL BA FENS TO HALM HE i OF BATTENS SHALL BE FE LOCATED IN RELATION TO 9119 'HEIGHT OF 909 PALM FOR {5) Ixuxsm NUM 411 SIsF I. BANDS HHA{]NC !)}TM SCALE. NO1 10 SCALE [HiN LIIIANLLLLS 111 1/4 01 --__- m/m VASS xuww°^/. SF -APE 1/2" DA. a'ACK itl,m*pHOSE TI[ v w/ Dm=np^vv 12 nvx:r CAL V. WIRE, 3 0999 999 TREFwa WI CF. 111M zwmrv- `` FORM SAUCE xVa/1x1 3' CON ,wEJOusRIM ,,^..^*, v,m___� ��,/ FINISHED GRADE _ oPEwmn/w//vnew vm/m & [Aye m Ht !ACNE AKR PUKE 10 xxBAN DIA. VI 7 R[NK TRr SCALE: NOT TO SCALE_ "-"4„C‘,.. � . , �� ° } Ki 'ORM x^'.CFpWIm` 4" (X)NLINLJOLLN 991 9"SPE CIE »on^wLING +u WAFER ^ n," `o REM 0Vt AIR POCK1 TS i�{[1H P[/\K]1 NC v,^cNOT ,uSC*c 2.02 INSPECTION A. The Landscape Architect and Owner may inspect trees and shrubs at place of growth or at site before planting, for cornpliance with requirements for genus, species, variety, size and quality. The Landscape Architect and Owner retain the right to further inspect trees and shrubs for size and condition of belle and root oystems, insecta, injuries and latent defects, and to ( unsatisfactory or defective material o| any time during progress of work. Rejected plant materials shall be immediately removed from project site. 2.03 PROTECTION OF PLANT MATERIALS: A, Balled and burlap plants (0 B) shall be dug with firm natural balls of earth of sufficient diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant. Balls shall be firmly wrapped with burlap similar materials ond bound with cord, rope, or wire mesh. Al!collected plants shall be balled and burlap. B. Plants with broknn, damaged or insufficient b U iU be C. All plant material shall be protected from possible bark injury or breakage of branches. All plants transported by open trucks shall be adequately covered to prevent windburn, drying or damage to plants. D. Plants which cannot be planted immediately on delivery to the site shall be covered with moist soil, mulch or other protection from the drying of wind and sun. All plants shall be watered as necessary by the Landscape Contractor until planted. 2.04 STORAGE: A. All plant materials shall be stored on the site in designated nreos, specified by the Landscape Architect or Owner's agent. B. No plant material shall be stored longer than seventy--- two (72) hours. C. The Lnncioccpo Architect reserves the right to reject cny plcnt materials not in conformance with these specifications. D. All rejected material shall be immediately removed from the site and replaced with acceptable material at no coot to the Owner. 2.05 PROTECTION DURING PLANTING: A. Frees moved by winch or crane shall be thoroughly protected from chain marks, girdling or bark slippage by means of burlap, wood batters or other approved methods. Battens shall NOT be attached to the. tree with nails. 2,05 PLANTING SOIL: A. Planting soil for ail plantings shall consist of existing native soil and shall by free of debris, roots, clay, stones, plants or other foreign materials which might be a hindrance to planting operations or be detrimental to good growth„ 2.07 FERTILIZER: A. Commercial fertilizer shall comply with the state fertilizer low,. Nitrogen shall not be less than 40% from organic source. Inorganic chemical nitrogen shall not be derived from the sodium form of nitrate. Fertilizers shall be delivered to the site in unopened original containers, each bearing the monufcduror's guoronh,cd analysis. Any fertilizer that becomes caked or otherwise damaged shall be rejected. [3. To each cubic yard of planting soil (existing native soi|) shall be added and thoroughly mixed 3 lbs. of commercial fertilizer. C. Tablet fertilizer shall be Agriform planting tablets 20-1O-5 formula, 21 gram or equal. All trees and shrubs shall be fertilized with tablet fertilizer as fnUo*o. While backfilling plant hp/nn, fertilizer tablets shall be rqueUy spcced and pieced adjacent to the ball mid --way in depth in accordance with the following rates: 1 gnUon container .3 gallon con tainer 5 gallon container 7 gallon 1 tablet 2 tablets 3 tablets 5 tablets Large tubo, wire boskete, grow hogs, and balled and burlap material shall have 1 tablet for each 1/2 inch of trunk diameter d 3 feet from ground) or for each foot of height or spread of larger shrub material. The Landscape Architect reserves the right to inspect and review the application of fertilizer. 2.08 MULCH: A, Mulch materiel shall be clean, dry Eucalyptus or Melaeluca Mulch free of wevds, seeds and pests, moistened at the time of application to prevent wind displacement. 8. All trees and shrub beds shall receive J^ mulch immediately after planting and thoroughly watered, PART 3: EXECUTION 3.01 DIGGING: A. The Landscape Contractor shall exercise care in digging and other work so as not to durnogu existing work, including overhead wires, underground pipes and cables and the pipes and hydrants of watering systems. Should such overhead or underground obstructions be encountered which interfere with p|ont"ng. the Owner shall be consulted and will cdjust the location of plants to clear such obstruction. The Contractor ,hoU be responsible for the immediate repair of any damage caused by his work. 3,02 GRADING: A. Grading for dminogo, s*oios, etc. to within 4 inches of the finished grade to be rvided by others. B. It shall be the responsibility of the Landscape Contractor to provide the final grading during the course of landscape installation so as to bring sod and planting areas to their proper elevations in relation to wo|ko, paving, drain struotu'ev, and other site conditions. The site grading plan must be checked prior to installation of sod to insure that drainage ond other conditions will NOT be modified. 3,03 PLANTING: A. Planting shall take place during favorable weather conditions. 8. The Contractor shall ascertain the location of all utilities and easements so proper precautions can be taken not to damage or encroach them. C. Planting shall be located where it is shown on the plan. No planting holes shall be dug until the proposed locations have been staked on the ground by the Contractor. D. Excavation of holes shall extend to the required subgrades as specified on the planting diagrams located in the planting plans. Plant pits shall be circular in outline and shall have a profile which conforms to the aforementioned "Tree and Shrub Planting Diagrams". E. A representative number of planting pits ( o minimum of one in every 25 feet throughout the entire uite) shall be tested for proper drainage. See Landscape Plan for complete testing methods and requirements. F. Planting pits shall be excavated to the following dimensions and refilled with o mixture of planting soil [half (1/2) muck, half (1/2) existing native nnO]; 1 Gallon material (1 gal.): 12" x 12" x 12" min. 3 Gallon material (3 gal„): 20" x 20" x 18" min. 7 Gallon material (7 goL): 30" x 30" x 24" min. Field grown material and t 1-1/2 times idth of ball and depth of ball plus 12" min, G. No planting or laying of sod shall be initiated until the area has been cleaned of existing sod or other plant materials, rough grass, weeds, debris, stones etc. Gnd the ground has been brought to an even grade, approved by the Landscape Architect, H. Each plant shall be planted in an individual hole as specified for trees, shrubs, and vines. I. All plants shall be set to ultimate finished grade. No filling will be permitted around trunks or stems. All ropes,wire, ntoken, etc., shall be removed from sides and top of the ball and removed from hole before filling in. J. All flogging ribbon shall be removed from trees and shrubs before planting. K. Excess excavation (fill) from all holes shall be removed from the site, at no additional expense to Owner. L. All palms shall be planted in sand, thoroughly washed in during planting operations and with a shallow saucer depression left at the soil line for future watering. Saucer areas shall be top -dressed two (2") inches deep with topsoil raked and {,ft in a noot, o|eon manner. 3.04 PRUNING: A. Remove dead and broken branches from all plant material. Prune to retain typical growth habit of individual plants with as much height and spread as possible /n p manner which will preserve the plant's natural character. O Make all cuts with sharp instruments flush with trunk or adjacent bronch, in such a manner as to insure elimination of stubsCuts made at right angles to line of growth will not be permitted. C. Trees shall not be poled or topped. D. Remove all trimmings from site. E. Paint all cuts one-half (l/2~) in diameter and larger, with waterproof antiseptic tree paint. WRAP TRUNK IN BORE AP ^ SECURE *n/mS W/ 3/4" mox c^nmw 911911 RANDS n^cuwc,Fr _________ 2"X4"935" 51495 3" MULCH EORMSAUCER WITH +' cownwom`s RIM r m^ noo, o^u ROOT --' PRUNED FOLR WEEKS MIN. 11111-Itithil 12" SPECK 'ED r/^w`Iw: u�-- ^mTER & TAMP LTD REMOVE AIR POCKETS 1 ,xowLma � p/V TING ANGLL S7AKE SCALE: NOT 70 SCALE po'wm^ OR oTIL rPIPE 9011 PACKI IL . ELLOBARNIER OR AR,ROVE»QUAL MINxmu pmOLEp [H[I- H{){}{ H/\RR U[_K\11 omTRACFOR SHALL FOLLOW MANUFACTURER'S DETAL1E` 3.05 GUYING: A. All trees over six (6') feet in height aho|l, immediately after ttinto proper grndc, be guyed with three sets of two otrnnds. No. 12 gauge malleable galvanized iron, in tripod fashion. B. Wires shall not come in direct contact with the tree but shall be covered with rubber hose at contact points. Wires shall be fastened in such a manner as to avoid pulling crotches apart, D. Stakes shall be 2" x 2" lumber of sufficient length to satisfactorily support each tree. E. Turnbuckles for guying trees shall be galvanized or cadmium plated and shall be of adequate size and strength to properly maintain tight guy wires. 3.06 WATER: A. Each plant or tree shall be thoroughly watered in alter planting. Watering of all newly installed plant materials shall be the responsibility of the Landscape Contractor until final acceptance by the Landscape Architect. B. All shall sho| bc deep watered for o period of ninety (90) days after planting. C. Water shall be potable and furnished by Owner. 3.07 SOD: A. The Landscape Contractor shall submit o unit price per cubic yard for the supply and distribution of planting soil (muck) to be applied at n depth of one inch (1^), to m|/ Grecs receiving sod. B. The Landscape Contractor shall sod all areas indicated on the drawings. C. It shall be the responsibility of the Landscape Contractor to fine grade ail landscape areas, eliminating all bumpo, depressions, sticks, ntnnes, and other debris. D. The sod shall be firnn, tough toxturo, having a compacted growth of grass with good root development. It shall contain no noxious weeds, or any other objectionable vogetotion, fungus, insectn, or disease. The soil ernbedded in the sod shall be good clean =or|h, free from stones and debris. E. Before being cut and h/ted, the sod shall have been rnowed at least three times with a lawn mo*cr, with the final mowing not more than seven days before the sod is cut. The sod shall be carefully cut into uniform dimensions. F. 6-6-6 fertilizer with all trace elements is to be applied at the rote of 40 lbs. per 1.000 sq. ft. prior to laying sod. G. Solid sod shall be laid with closely obutting joints with a tamped or roUod, even surfcce. H. The finished level of all sod areas after settlement shall be one (1") inch below the top of obutting curbs, walks, paving and wood borders to allow for building turf. I. If in the opinion of the Londscope Architer+, top dressing is necessary after rn|/ing, clean yellow sand will be evenly applied over the entire surface ond thoroughly washed in. J.00 SEEDING: A. The Landscape Contractor shall remove all vegetation and rocks larger than (1") in diameter from areas to be seeded, scarify the area, then apply fertilizer at n rate of 500 lbs. per acre. B. Application: Argentine Bahia Grass seed - 200 Pounds per acre mixed with common hulled Bermuda seed - 30 lbs. per acre. All other seed mixtures shall be applied per the manufacturer's instructions. C. Roll immediately after seeding with a minimum 500 pound ,oUer, then apply straw mulch at the rate of 2.500 pounds per acre. D. Apply fertilizer at the rote of 150 lbs. per acre 45-60 days after seeding. 3.09 CLEAN/NG UP: A. The contractor shall at all limes keep the premises free from accumulations of waste materials or rubbish caused by his employees or work. He shall leave all paved areas "broom dvnn^ vhnn completed with his work. I10 MAINTENANCE: A. Maintenance shall begin immediately after each plant is installed and shall continue until all planting has been accepted by the Owner or Landscape Architect. Maintenance shall include watering, wr^ding, removal of dead moterin|s, resetting p|intm to proper grades or upright poaiUnna, spraying, restoration of planting saucer and/or any other necessary operations. B. Proper protection to lawn areas shall be provided and any damage resulting from planting operations shall be repaired promptly. C. Replacement of plants during the maintenance period shall he the responsibility of the Contractor, excluding vandalism or damage on the part of others. lighting, or hurricane force winds, until final acceptance. D, /n the event that weeds or other undesirable vegetation become prevalent, it shall be the Contractor's responsibility to remove them. E. Trees or other plant rnaterial which fall or are blown over during the maintenance period will be reset by the Contractor at no additional expense to the Owner, the only exception being hurricane force winds. 311 C0WPLETlON. INSPECTION AND ACCEPTANCE: A. Completion of the work shall mean the full ond exact compliance and conformity with the provisions expressed or implied in the Drawings and in the Specifications. including the complete removal of all trash, uebho, soil or other waste created by the Landouopo Con tractor. B, Inspection of work to determine completion of controct, exclusive of the possible replacement of p|onto, will be made by the Owner ond/or Landscape Architect at the conclusion of all planting cnd ct the request of the Landscape Contractor. C. All plant material shall be alive and in good growing conditionfor h specified kind of plant at the time of acceptance. The rating of each plant according to Florida Grades and Standards shall be equal to or better than that called for on the plans and in these Specifications at the time of final inspection and acceptance. D. After inspection, the Landscape Contractor will be notified by the Owner of the acceptance of all plant material and workmanship, exclusive of the possible replacement of plants subject to guarantee. PLAN so THAI `or OF ROOT au ;9 EVEN wcti-t THE v~sHEo GRADE ,^*, ALL m.SuvE_HrULA x.AGGUYING WINES mx ,vvs`uR '�� oS^o -- 1/3 OF mcm *I. OR 6'FROM GRADE ^m/cx,VFn IS GREATER ,m^p TRUNK IN .mmw^ & 91-61.1uxnrNs */ »*^ mox mxnow ,nr 34595 FLAGGING' !APE ow^xe^ STAKE 91,o"E,HL^,/:NG ym --� WATER &mepmREMOVE ^I" POCKETS nnmmBURLm 1/3 OE BALL NOTE: SlAKINC, AS REQUIRED \� = 2 X RAI L DIA THEL. PLAN TING - AN CLE S[4KIS . 1.141:J..841A L1.141.,1414 At I `' ` /„ux|:ta/x|x' :y711 h^|i."`/"""rd, \'| :: .,/i} ''a^ || E:, /twit oN|v.`/h. ,", ^"o/ 19 :20 _mu LEN ,+ raLtttl 0 1>LA CULCK08Y: DATE: ^-�`~-7'�- 4'"-~ 'O14 JWW �/�1 /�O�� ./^_./^'. ~ l��VNN� ���/�. - ��- SCALE: NT�� �» �`� ' -_- �A[l ��`T �Uk�W!� / /�v��v/ �"m.`uu` |�u / /lT �U��T^ � ��� � � � Landscape Data Lot 33 D (10,549 SF lot size) mimmum LANDSCAPE REQUIREMENTS PER 1,0— INTERIOR; trees; 4 accent trees; 75 shrubs; 60 groundcover PLUS additional 1 tree; 1 accent; 20 shrubs _or each 2,000 SF of lot area 12,000 s.f. PHQUINKI) t'IMPOSKI) (sc(.‘ plwIt list lor siwcificttiow;)._ 5 TREKS (50c,1 REQUIRED SIIADE) (3 TREKS (3 SI IADH TREKS PROVIDE1M3 TREES PIMVIDKI)) •I ,ACCENT TRKES 5 ACCENT TRKES 75 (21" IIT.) SHRUBS' 171 LAYERED IIEI(111T 60 GROUNDCOVER 3 LARGE (' ;16" I IT. + 100 I\ INIMINI ((,/. 21" IT. (3(3 SMALL SI Ilat,S ((i. 1'2" III', MINI:MUM STRI-i,l-i.TSCAPF, REQUIREN/WNTS (PER 1,(Tr): PHotiPHD Ii( )poN s•rit,:r Tmi.rj 10 LI'. os LOT FRONTAGE 2 STkEKT TREKS (31.5' 11)1' /10= 1.51 TREES 5T1100U TRKKS NOTES 1. ALL 31oLikr.r) pLANT NIATERIAL 3.1[AH. 1313 To TI sTANDAims 1o3 1,To3I1)A 03 BrI'TER, '\$ GIVEN 1N 'GRADKS AND STANDARDS FON NURSERY PLANTS," 31 \H1 OF FLONIDA. PITT. 05 AGRICULTURE ON KQUAL 11 11k10!1). PLANTINGS WILL 11AVF. 1331(ATF1). 3. .011. Pl.,ANT IATHRIAL T() 1313 PEST, \V11131). AND I )13EA311 FREN. 1. TREF. SPACING 13 13ASEI) ON DFSIGN HF.OLINENIFNTS AND TI 111 TREKS SI IOWN ON TI 11:311 PLANS ATTK:\lPT ACCO.NI31.ISI1 1110T SPACING .NIAINTAINING 1113 REQUIRED SKTHACk FR001 UTILITIES AND OTHER UNDERGROUND STRUCTURES. T311101 VIM) ADJUSTED TO AV011) CONFLICTS WITII ALL UNDERGROUND STR1JCITINES. IN ANY CASE 1115 T3553 31 TALL 135.1,11.:1,j) Loc.ATED 131 AccoppANsr, \A1'H1,5115 pLAN-FiNc, 1)105011.5 51 IOWN 11ENHON. ADDITIONz\LLY TRIEK.S ARK IX) 1311 INSTA11I) W1TII A 10' SEPARATION FROM ANY WATER OR SEWER I\ fA1N ANI)/Ok 511R\/ICK, 1111)IMNT5, ANI) 1,11,"I' STATIONS. IN 0 lot simAkATioN C:\N NoT 135 RE.Ac1131),111SAN 1311 INSTALI.111) voi-11 A NOOT .1A1 RIE1 sysT1',N1 33,51,:,3 TO 1115 "ROOT HARRIER" 1)11TA11. NON 1NSTAI,LATION- 510)01315NIENTS. PLANT LIST TREES AND PALMS SYM. QTY. BOTANICAL NAME - - 11-1 3 TABEBUIA HETEROPHYLLA SM* 1 SWIE lENIA MAHOGANY QV1* 2 QUERCUS VIRGINIANA MG1" 2 MAGNOLIA GRANDIFLORA 'D.D. BL NCHARD' ACCENTS SYM, QTY. BOTANICAL NAME AA1 2 H G AV E ANGUST1FOLIA 'MARGINATA' AA 3 AGAVE AMARICANA r BCU 3 BOUGAINVILLEA PURPLE RM . _ PR3 TOP 1 BISMARCKIA NOBIL IS 1 PHOENIX REOBELENII 3 EUGINIA TOPIARY SHRUBS & GROUNDCOVERS SYM. CHR* 15 CHRYSOBALANUS 'REDT1P" QTY. BOTANICAL NAME CLU 70 CLUSIA GUTTIFERA ASP 5 ASPARAGUS DENSIELORUS 'MYER' JUB 12 JUNIPERUS CONFERTA 'BLUE PACIFIC' FIM 52 FICUS 'GREEN ISLAND' CRO 10 CODIAEUM VARIEGATUM COMMON NAME PINK TAB MAHOGANY LIVE OAK SOD ST AUGUSTINE 'FLORITAM' TO BE FIELD VERIFIED ALL PLANTING BEDS TO RECEIVE 3" OF MULCH, ALL IREES LOCATED IN SOD VVITH HAVE A 3' MIN MULCH RING AT THE BASE. MAGNOLIA COMMON NAME VARIGATED AGAVE BLUE CENTURY PLANT BOUGAINVILLEA VINE BISMARK PALM PYGMY DATE PALM SPIRAL TOPIARY COMMON NAME REDTIP COCOPLUM SMALL LEAF CLUSIA FOXTAIL FERN JUNIPER GREEN ISLAND FICUS MAMMEY CROTON SIZE CALIPER REMARKS 16'HT, 6'SPR 5" 6'CT, 16'HT, 8'SPR 5" FULL CANOPY 15' HT - 6' SPR 3" FULL CANOPY (STREET TREE) 10'HT, 5'SPR 25" FULL TO THE GROUND SIZE 24"0A 24"0A 6'HT, 3'SPR 8-10'HT 6'HT 3-4'HT O.C. AS. AS. AS HEAVY AS AS REMARKS NO DAMAGED LEAVES NO DAMAGED LEAVES 11GHT BALI_ FULL HEAD HARDENED OFF TRIPLE SPECIMEN SIZE O.C. REMARKS #7, 36" HT, 24"SPR 36 FULL & THICK TO BASE 24"HT, 18"SPR, AS FULL & THICK TO BASE #3, 18"HT, 18"SPR 24" #3, 16"HT, 16"SPR #3, 12"HT., 12"SPR #3, 24"HT, 18"SPR 24" 24" A.S. FULL & THICK TO BASE FULL & THICK TO BASE FULL & THICK TO BASE FULL & THICK TO BASE. LOT 33 BLOCK D STACKED ROCK WALL I OCAT ON VAP NOT TO SOLE EllintE I A, waposommo****AcietiMMINIMIU . I 11 ( ',I ) I .1 I I I I 'V ) ni. .1 h ; I . • ' 11 1 [In- ,c.c, Landscape Plan LAND, FLOR DRAWN BY: JWW CHECKED BY: DA1E: REVISIONS: 2.24.2014 JWW 3.22.2013 II DRAWING .CALI:1: 1" -- 20 PROJECT \NKR _ot 33 D SHEE 1: LP -1 LIG TING LEGEND UNIQUE INTR- I 2-35 (Kitchler # I 80 1 8 LAMP) ICICHLER TRANSFORMER # I 5PR30055, I 2 VOLT, STAINLESS 5TE.EL, W/ TIMER NOTE: . THE INSTALLATION :SHALL COMPLY WITH CURRENT APPROVED EDITION Of THE. NATIONAL ELECTRIC CODE (NEC) AND THE FLORIDA BUILDING CODE (ffbC) WITH ALL APPROVED ADDENDUM5 2. 3/4" CONDUIT TO DE USED AT ALL SLEEVE AND EXPOSED WIRE LOCATIONS. SLEEVE ALL CROSSING UNDER PAVEMENT. SLEEVES SHALL EXTEND I 2"MIN FAST EOP. ALL CONDUITS SHALL. HAVE AN EQUIPMENT GROUNDING CONDUCTOR SIZE IN ACCORDANCE WITH THE NEC CURRENT APPROVED EDITION. 3, ALL ZONE WIRE TO DE I 2 GAUGE DIRECT DURIAL WIRE WITH COPPER fITTINGS AND ALL WATERPROOFING AT ALL CONNECTIONS. ALL DIRECT DUKIAL CABLES SHALL 5E INSTALLED MINIMUM Of I 2" BELOW GRADE. 4. FINAL LAYOUT TO BE APPROVED BY OWNER AND/ OR. LANDSCAPE ARCHITECT. 5 ALL ELECTRICAL HARDWARE TO f3E. INSTALLED PLR THE LOCAL GOVERNING ORDINANCE. G . LIGHT FIXTURES AND TRANSFORMERS SHALL DE LISTED DY A NATIONALLY RECOGNIZED TESTED LADOR.ATOKY (NUL). 7. OWNER TO PROVIDE POWER TO TRANSFORMER. UNIQUE INTR- I 2-35 D 10°13'44" R=486.00' A=86.77' 01 LOT 33 BLOCK D b '1.1nhH2( I\IF.k 1 \ 0 oo D=10013'44" — R=345.00' --- A 61.59' BRADFORD WAY 2115 711) Avenlic 1-11;c Wottti. FL 331()1 111.2 3 I \\,l 11: dr, t )\\ ri 1 . .;., 1'11: bC)1 6( 1 1; :J(11 nr" 111111)n11H. i-H11;1',C,1111 ) 0 z Brothers JWW CHECKED [3Y: JWW 2.24.2014 DRAWING SCALE: 1" 10' 10 20 ROJECT NLM[3 Lot 33 D 'HEEL LL -1