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8337 Wheatstone Dr
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8337 Wheatstone Dr
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Last modified
2/24/2025 10:58:04 AM
Creation date
2/19/2025 8:35:36 AM
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Building Plans
Street #
8337
Location
Wheatstone Dr
Contractor
DR Horton
Building Plans - Permit #
2905
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DocuSign Envelope ID: 397A79BA-2751-4360-9369-F35DE91D43F4 <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO <br />MIN. 6" BELOW GRADE. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF 3/6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />� o <br />f D <br />° ° EXISTING FOUNDATION. <br />D <br />Ip � <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOWSILL <br />WHERE NEEDED <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO <br />BOTTOM OF FTG. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF %6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />I � ° <br />0 <br />D D <br />° EXISTING FOUNDATION <br />I D° <br />°I p <br />l i � <br />8" CMU WALL OVERHANGS 2.5" OR LESS <br />NOTES: <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, <br />CONTACT EOR. <br />I AI'1 /'• K=IAII1^U0 BAR AS <br />AP AS SHOWN <br />VVIY I IIYV VVV VVIYVI\L I L <br />FOOTING, SEE PLAN <br />) DEGREE <br />TYPICAL STEP IN FOOTING DETAIL <br />CONCRETE SLAB W/ <br />6x6 WI A x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. <br />W <br />\\ \ \ \ <br />= <br />fn <br />O <br />VAPOR BARRIER �\ <br />o LO <br />X <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM //� / #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE <br />TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN <br />CAST -IN -PLACE FOOTING SPECS <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />2 STEMWALL SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />0'-0" A.F.F <br />(BEYOND) T <br />FLOATING CONCRETE w_ <br />SLAB W/ 6x6 W1 AxW1 A <br />WWF OR FIBERMESH > <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />VERT REINFORCEMENT TO <br />HAVE 6" BEND @ BOTTOM <br />CAST -IN -PLACE FOOTING SPECS <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />U-BLOCK W/ <br />U <br />Q <br />J <br />w <br />(1)#4OR#5 <br />CONT <br />w <br />o V) <br />�ofFINISH <br />O <br />GRADE <br />l I <br />ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <br />4" OPT BRICK LEDGE <br />NOTED ON FND PLAN <br />(f)STEMWALL CURB SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />CMU STEMWALL MONO LITHIC SLAB 3'/2' CONCRETE SLAB W/ 6x6 <br />8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH <br />CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE <br />MIN 24" LAP <br />36" MAX VARIES PER — — — — — — <br />4" CONCRETE SLAB W/ ARCH PLANS a a \\ <br />6x6 W1.4 x W1.4 WWF/ <br />— — — — — — — — ° — OR FIBER MESH <br />\� a ' VAPOR BARRIER <br />wz-------�— °- s,= ��— \/\\/\\/ 12' MIN \ <br />FOOTING TO BEAR ON FIRM <br />#4 OR #5 %//�\ \ //\�// a ' / UNDISTURBED SOIL <br />O CO 4 a REINFORCING PER /. <br />M ° a MONOLITHIC FOOTING \' <br />° a SECTION 6" OPT. EXTENSION b <br />° a IN BRICK LOCATIONS <br />FOOTING TO BEAR ON FIRM ON FND PLAN <br />UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />a ° d ° ° ° ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />MIN12" BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ (3) <br />a a \ ° e ° ° \\\\ #4 OR (2) #5 CONT <br />\\\\\\\\\\\\\\ \\\\\\\\\\ \/\\/\/\/ �� <br />\/\/\/\ \ MONOLOTH I C FOOTING SECTION - 36 MAX DEPTH <br />STEMWALL FOOTING TO EXTEND M I N <br />\//�//\//\/\�/�//\ \�/ 12" BELOW MONOLITHIC FOOTING NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS ., FTG DETAIL FOR THE "1" <br />• ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". <br />LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v <br />W1.4 x W1.4 WWF OR o <br />FIBERMESH STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" w <br />A ° O <br />ALL OTHER EXTERIOR WALL N <br />CLADDING - MIN 8", U.N.O. ON ARCH CO Q <br />VAPOR BARRIER \/\ <br />/ \ \\ \\ \\ \\ \\ \\ T APEX <br />00 <br />C) <br />FOOTING TO BEAR ON \ 6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN T <br />N <br />12" UNDER 1 STORY WALL w/ N <br />co <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 _j <br />16" UNDER 2 STORY WALL w! BAR IN BRICK LEDGE LL.. <br />J <br />(2) #5 OR (3) #4 CONTINUOUS w <br />_I <br />J tdb <br />1 M <br />OLITHIC FOOTING SECTION Z�CT FOR PRIOR TO CONSTRUCTION IF ANY OF THE QWING OCCUR: Cn <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY � 9000 REGENCY SQUARE BLVD. <br />PER T-0" HORIZONTALLYFO PREVENT EROSION OF SOIL. SUITE 100, JACKSONVILLE, FL 32211 <br />O 0 <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W <br />FIBERMESH <br />\/\X/�\/\\/�\ 11HOMON' <br />\ - 031 <br />a s a 3a aaa <br />c ov� a a� paa cate" F as �caa a� I'm <br />VAPOR BARRIER�..�aQao��� s <br />16" ? I <br />d 6200 LEE VISTA BLVD, STE 400 4- <br />U) ORLANDO, FL 32822 <br />3 BEARING WALL FOOTING SECTION U P.-407-850-5200 <br />Z <br />w <br />0 <br />CONCRETE SLAB W/ 6x6 w <br />W1.4 x W1.4 WWF OR 0� <br />FIBERMESH O <br />0' 0" A.F.F. p <br />— SEE ARCH d? <br />DETAILS f` <br />LLO <br />8" M I N <br />A O z <br />8"x8" THICKENED 8" <br />FTG AT U) <br />STEP-DOWN, SEE VAPOR BARRIER W Uj W <br />PLAN Z < n/ <br />U) <br />4 CURB STEP SECTION m Z W <br />O c) <br />VAPOR BARRIER <br />W <br />LU <br />8" UNDER MASONRY WALL Z C <br />6" UNDER WOOD WALL 0 M < G <br />Z <br />W1:�4 <br />SEE ARCH < N LL] <br />(MAX 16") I� O <br />° oa Q W <br />W Q <br />i21 MI N/\ W c Q <br />Z LL W <br />6" OPT. EXTENSION IN BRICK LL E on Vie d':it.o aindt f thm'e. sty}rh o; X <br />LOCATIONS ON FND PLAN O J3'.o "i tzs:ng a , s! S;grfaiui°2. <br />ADDITIONAL NO. 4 OR NO. 5 U by ,'-3 d r arty t_e...........,....a......' .b O <br />BAR IN BRICK LEDGE ,r,y <br />Q W <br />IY <br />Q_ � <br />Z <br />5 GARAGE EXT WALL CURB SECTION <br />Abbott Park <br />a <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />FOLLOWING OCCUR: <br />Q <br />LL <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />LOT 031-03 <br />LLj <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />v <br />Z <br />J <br />Q <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />— <br />U <br />PER S-0" HORIZONTALLYFO PREVENT EROSION OF SOIL. <br />U) <br />O <br />0 <br />CONCRETE SLAB W/ 6x6 <br />W <br />W1.4 x W1.4 WWF OR <br />O PROJECT NO: <br />FIBERMESH <br />Z <br />2021.009239 <br />z <br />0'-0" A.F.F. <br />a SEE ARCH <br />= <br />0 <br />—� — — — — — —. — <br />(MAX 20" <br />U DRAWN: <br />ILLICD <br />W <br />DEEP) <br />LLI <br />/ •a • A <br />w CHKD:ILL <br />a <br />MJP <br />O <br />4" EXTENSION o <br />X <br />UNDER BRICK VENEER O <br />< ►►lliliUl� U") <br />12w/J(2) #4 OR ( ) #5 CONT VAPOR BARRIER m `�NNDER 1 STORY WALL���5� IN w <br />16" UNDER 2 STORY WALL W .; <br />U <br />w/ (3) #4 OR (2) #5 CONT Z • No 85166 <br />•" * DocuSigned by: •*- U) <br />Lij <br />6 BEARING CURB STEP SECTION = -o : =` <br />`'A . 4'�"tDA�435 .• .((! Z <br />a > <br />TYPICAL REINFORCING <br />THICKENEDBARS AT FOOTING, SEE PLAN <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />I II <br />L--------- <br />IL----------- <br />HOUSE SLAB <br />Z <br />i�Fs •. R C? `�� <br />141 <br />0NA� 00N <br />O <br />L7 <br />07-29-2021 <br />z <br />U_ <br />REVISIONS: <br />Q <br />a <br />Of <br />No. Description Date <br />0 <br />} <br />W <br />(D <br />O <br />w <br />= <br />J <br />O <br />~ <br />Z <br />w <br />J <br />RE-ENTRANT CORNER DETAIL LU U <br />LI <br />(RECOMMENDED) I — <br />PLAN VIEW, DETAIL TYPICAL @ ALL X ~ <br />RE-ENTRANT CORNERS W O <br />11 Z <br />CMUIMETAL CONNECTOR ENGINEERING o <br />
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