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3220 Kresterbrooke Ln
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3220 Kresterbrooke Ln
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Last modified
3/21/2025 7:11:02 AM
Creation date
2/19/2025 8:59:11 AM
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Building Plans
Street #
3220
Location
Kresterbrooke Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
20296
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J <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />P') VARIES / <br />INSU <br />5/8" OR 1/2" HIGH---- <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 99HOOK (SEE DETAIL)- <br />(1) LAYER TYPE II (#30) <br />UNDERLAYMENT FOR ROOF <br />PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE It <br />(#15 OR #30) UNDERLAYMENT <br />FOR ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 <br />!%2"' <br />ELEV. VARIESALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />N. 0 2x SUB FASCIA <br />EE SOFFIT <br />SHEET <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.-/ <br />z <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL <br />s <br />U.N.O. <br />CELLS (SEE <br />FOUNDATION PLAN <br />r, <br />o <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />d <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />c� <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />0o <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR = <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />N <br />C <br />0 V <br />T - <br />co C <br />(1= <br />6 MIL VAPOR o I- <br />= z <br />LO <br />00 <br />BARRIER - p <br />J <br />COMP. SOIL. <br />e <br />C�4 <br />(COMPACTED TO 95°10 <br />�l li <br />MODIFIED PROCTOR <br />TI <br />I <br />I I1Tl-i <br />0o <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />4" <br />V-4" <br />STD. 90 HOOK (SEE <br />U.N.O. <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0" <br />S3 <br />�2, <br />o <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND <br />co <br />DOOR TO RECEIVE <br />= <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS--k <br />L <br />EL <br />BLOCK WALL BEYOND <br />14 O.H.D. RECESS z <br />M <br />SEE A/S3 OR J/S6 J-1-11-1 I I l 11 �,lil, , 111111 1= <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR)) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE--\ <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />D <br />° <br />rl I I=1 I �I m D <br />-II-IIII <br />1=,Illrl�lllll�lllll�ll I r o <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. < 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd FITS <br />FOR WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. b <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />I =1 11=1 III- o <br />1 III-III==�1=' :- <br />[. 8" L -1 w- ..-... ' � I <br />TYPICAL INTERIOR BEARING <br />WALL W/OUT UPLIFT <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />FOR ADDITIONAL SLAB <br />INFORMATION. <br />GG <br />S3 <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7116" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />3/8" MORTAR BETWEEN <br />EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />2"°x3/16" PLATE WASHER (TYP.) <br />r, <br />ELEV. 0 -0 <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />A.F.F. <br />@ 24" O.C.) 2" <br />° <br />0 <br />z <br />MIN. <br />ELEV. 4-3 1/2" <br />�31/2" <br />° <br />° <br />2x4 CONT. a <br />A.F.F. <br />p <br />0 <br />. <br />°a <br />_ g. ° �, ° a ° <br />a <br />_ <br />tV <br />° <br />1 " �4r' 1I I ° �. <br />-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ <br />w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / s „ GYP. TYPE „X„ @ (2)16d TOE NAILS @ EACH END <br />-SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />(10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH <br />STUD BELOW TOP PLATE STUD BELOW <br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILS U.N.O. <br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR <br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />FOR WALL HGT. > 8'-6". @ 3rd FITS FOR WALL HGT. > 8'-6". <br />INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS <br />-2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE <br />16x6W1.4xW1.4 2„ 6x6W1.4xW1.4 <br />WWF OR FIBERMESH 'WWF OR FIBERMESH <br />1/2"(min.)- 4" <br />00 <br />° d a o- Q 3 /2 (min. - <br />GARAGE DEPTH VARIES - _ -11 [.I I ll-111=11 �I I I I -I I 11 <br />° ° 9 ° '' I -I I -IIII 111111=, I 1 1 III I' <br />(2) #5 CONT. 4" I— 1-4" 8" <br />MIN. <br />G ARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL <br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />SEE CC/S3 OR <br />N <br />#5 VERT. IN FILLED CELL <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10)10d NAILS <br />_ <br />N <br />2x P.T. PLATE <br />TYP <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />° <br />p p °P o <br />FOR CLARITY <br />D <br />° <br />D p D p D <br />° I <br />_00 <br />_ <br />-III-1 III III I I I <br />I I_I I I -III -I I f-III=1 11= Z <br />NOTE: <br />D o° <br />g ° � D III <br />=) =) I I 1=) III= <br />III -III III I C I -I � I <br />*FOR BEARING WALL <br />�iTil�liTil <br />N <br />lilllliill��iiil�l r <br />W/ UPLIFT ONLY <br />I <br />_ <br />I I=1 I =1 =1 I=1 =1 f=111=f 1 1=1 I I=1 I I=1 I I=1 I I=1 <br />=1TI=III=III=III-III_III-III_III=111=III=III=III-III=111=' <br />_ <br />I -I I m"TU <br />' <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4' <br />GRADE <br />00 _ <br />'-::: 11 F. l lil—1 � l—1 <br />-(1) #5 REBAR w/ OPT. <br />I=1 fT= I PSCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT _ <br />13' <br />O.H.D. RECESS <br />A M <br />(` A' <br />`" '-III .I I rl I I=11-I ' . `'• �'� Q' � I I �I I ��. I I--r.. <br />_ I <br />III'III' <br />SEE A/S3 OR J/S6 — -1 LII I 1 111 111 I, I I, III 11= <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-0" <br />�3.1/2"�MIN. <br />(2) #5 CONT. -f 14-;1i 1 I-1 Ij �4� l 1->1 i 111 1 i $i <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP <br />SCALE: 3/4"=V-0" <br />coy,,. <br />�Ec��cU <br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING Qcs <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. GoNJo s <br />(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C <br />THIRD POINTS f NOTE: <br />ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON <br />5/8-x 10" "J" .BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (1 )10d NAILS <br />w/ <br />S <br />PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O, BLOCK <br />IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE <br />--\ <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SPACE ANCHOR <br />1/2"(min.)- 4" <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. <_ &-6". (2) <br />ROWS 2x BLOCKING @ 3rd FITS <br />FOR WALL HGT. > 8'-6". <br />112" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] <br />2X P.T. PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 <br />FIBERMESH BAR w END OF 2" x PLATE WWF OR FIBERMESH <br />WEEP SCREED INSTALLED <br />c PER MANUF. W <br />#3 OR #4 REINFORCING BAR U <br />z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =� _ — <br />r [GRADE 60 MIN. Fy= 60ksQ <br />p p FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] a I -I 11=1L�I I I- III III -III -I I IT <br />11-I III I=III=1 I �I ,L r ° i <br />W -11 TI I I �=6rF, <br />6 MIL VAPOR BARRIER -1 I I I I> ° .' I I -(I L-111=11 Tf . R 17/8" `n II=1 I I W ° I I=1 I F-I I 1=111-, _ #5 REINFORCING BAR _I , LW�W ( -7 I 11 <br />I I I I I I ♦ o I =111 ---' II I II i IIII i r T #5 LAP SPLICE (2) #5 cONT. -t I III-1 I I, , , I I, <br />WI I I�-ii� — <br />COMP. SOIL. (COMPACTED TO I ( ° ° �- <br />95% MODIFIED PROCTOR ASTM 11=1 <br />D1557) I 1 IIII I I II1T1 1 III =1 <br />4" 1 <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0 J CONT. BEAD SEALANT <br />° Q INTERIOR <br />° d -3 1_ / <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE " <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />°a <br />° <br />-�_ III -I <br />M 6 MIL VAPOR _= i' I - I=1 —1 <br />BARRIER =111-I IIII 1 i 11 <br />II I II I I � II I III I I i 1 I1 <br />4" 4„ <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=1'-0" <br />N <br />36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICETYPICAL INTERIOR BEARING <br />E REBAR DETAILS rF_'� WALL W/ UPLIFT rG <br />S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH N <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)\7 1 1 co <br />AT 24" O.C. MAX. FOR TRUSS �N 4 <br />SEE PLAN FOR CONNECTION INFO <br />TOP OF BEAM &LAYOUT DESIGN a - -_ <br />` II 11-1 I 1=1I <br />SEE ROOF PLAN c_ - 4 ° 4 .a 4 <br />FOR STRUCTURAL I=�1� <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />�1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />6x6W1.4xW1.4 N ' <br />WWF OR FIBERMESHcn <br />S3 <br />BEAM SIZE & . m a. I <br />CONNECTION INFO M <br />2x4 #2 SYP P.T. FRAMING wi =1 I I II (I=I I , ,� I 1 <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �r_41r" 8" <br />zz ATTACHED PER NAILING FOR REINF. INFO. <br />co 0SCHEDULE OPTION #1 <br />Ui <br />4 <br />> <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />> <br />J <br />SLAB INFORMATION. <br />SEE FLOOR PLAN FOR <br />o <br />W <br />STRUCTURAL COLUMN SIZE <br />SLAB STEP & RECESS <br />S.G.D. rM <br />& BASE CONNECTION INFO. <br />SCALE: 3/4"=1'-0° S3 <br />SEE DETAIL 16/D1 FOR <br />IL <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN PORCH SILL <br />O.C. <br />MASONRY WALL AND <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _9 d <br />SQUARE CMU BLOCK BASE <br />CONT. FOOTING STEEL <br />MAT REINFORCING. Q ' <br />SIZE VARIES PER PLAN <br />M <br />w/ MIN. (2) #5 VERTICALS <br />00 <br />GRADE <br />a <br />FILLED SOLID (SEE PLAN FOR <br />=_ __ <br />a _ <br />SIZE AND REINFORCEMENT) <br />C'3 <br />I I=I a <br />a=I III-I=1' <br />z-III- <br />a. w <br />III -I I <br />III -III III w <br />I=1 I_I 1= z <br />BRICK PAVERS or SLAB PER <br />00 �' <br />_I I_I ! <br />°__ <br />�COMMUNITY SPECS <br />I'' <br />-''- <br />- <br />- - - cl) <br />0-0 FIN. FLR. <br />IV <br />-i -I-I l-I I -I -III-I i- FOOTINGLU <br />-I i t III -III III -III -III III -I 11=1 I I_ <br />If IIIliillliiilll���lll , I _=III-11I-' BEYOND <br />PAD REINFORCEMENT-)3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. �13�_ <br />>n <br />M <br />CD <br />J <br />Ln C4 <br />Qj C <br />Cl <br />•U — <br />0 LU <br />t/) <br />s <br />0 <br />� C� <br />o <br />m <br />M <br />1� <br />a� <br />C N M <br />1° E <br />O O <br />t5 00 <br />0 <br />0 o i::- <br />-Crn <br />rn¢o <br />N Yc <br />wan CIO <br />N <br />.ay W i"t i <br />�L <br />J <br />LL <br />oft t <br />W 0- <br />To the best oft US�in }Yc wn�'orm tfr% and <br />belief, the structural s and F0'e8,2ation r� q fined <br />within these drawings cdt�l�dlpY�tte^ }orida <br />t8l <br />Building Code- Residential 6iN i ni Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />11 <br />z <br />OIL <br />>Z I-,�MO <br />M <br />Q _ <br />CL ,L <br />� <br />Q � LL <br />X <br />OC U fl. C)o <br />a <br />W <br />J � <br />d' <br />J <br />O <br />4 z <br />3:9 <br />� O <br />Lu <br />zaa <br /><a <br />LLQaLa <br />U O'0 <br />Q <br />ZWW� <br />Utz <br />W <br />a.CoLo <br />0 <br />��- <br />RF <br />o <br />J <br />Z O <br />G U <br />oC <br />zZ <br />un <br />z <br />06 <br />a <br />Lr) <br />z <br />tV <br />o <br />0 <br />U <br />_ <br />z <br />uj <br />oLL <br />¢VY <br />o <br />J,. <br />Q8Q <br />0 <br />N <br />A <br />I� <br />z<R< <br />W � J <br />Q <br />�g <br />a 2 <br />z <br />W <br />In <br />di'_ <br />t <br />u.i <br />� 0 U <br />W U <br />N <br />Q <br />z <br />2�� <br />= <br />Q1 <br />z <br />[._ <br />ji <br />Z <br />co <br />ONO <br />Z <br />W <br />_1 Z <br />uj <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 5ol <br />SHEET NO. <br />S3 <br />
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