8287 Wheat Stone Dr - Laserfiche WebLink

Browse Search

i _- ' I ' i I I!L DocuSign Envelope ID: 4C356AEE-19AC-4DBD-90B8-915FA5AE4055 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA, TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. / p D ° D D EXISTING FOUNDATION. D ° p D ID � I \ ° ° D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH -,, - a - - - - (MAX 20" \ \ q ° a 'aL_ DEEP) / a - _4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° q a / N 4 in VAPOR BARRIER 3 BEARING WALL FOOTING SECTION - --LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN - -NO.5 BAR BEND 90 DEGREE CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. - -- - LIJ X J O VAPOR BARRIER \\\// LLU U o X #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.\�/� D \\/ �• D L 4\\\ ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM\/ . /,�\ /\' #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT STEMWALL SECTION C 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 Q U) (1) #4 OR #5 WWF OR FIBERMESH > I ¢ U) CONT- ^� Ww w FINISH r - O GRADE /\\ LO\ \ //\\/\\\// #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. D D FOOTING TO BEAR ON FIRM -- ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS - 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT C STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR - LENGTH OF OVERHANG. FILL - TO BOTTOM OF WINDOWSILL CMU STEMWALL MONO LITHIC SLAB 3'/i' CONCRETE SLAB W/ 6x6 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 T (1) #4 OR #5 CONT:-- W1.4 x W1.4 WWF OR FIBERMESH - CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE - - - - - - - MIN 24" LAP � ° a MIN. 3" EDGE DISTANCE 36" MAX VARIES PER ° ARCH PLANS //\�//\\/\ - 4" CONCRETE SLAB W/ ° q a 6x6 W1.4 x W1.4 WWF STRIP OF WWF FROM F.F.E. TO _ - _ _ - - i ^ . _ < OR FIBER MESH \\/~T/\\�\� ^ - ° p cn ---- ----- ..j- <° = - - ---° //%/%// 12"MIN VAPOR BARRIER BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ _° - - - - - D w z $ ° ° 4 a ° i \ \ / / FOOTING TO BEAR ON FIRM p D - -� D p rn O ^° ° $ ^ #4 OR #5 // ///\//\ \ / °� • / UNDISTURBED SOIL (2) ROWS OF %6" DIA. TAPCONS ° o ° e a °° REINFORCING PER \\'\ OR CUT NAILS @ 24" O.C. COVER p p V z ^ a ° ° ^ MONOLITHIC FOOTING ' FLUSH w/ 3000psi CONCRETE. f `✓< ^ ° ^ ° 4 SECTION 6" OPT. EXTENSION b D D EXISTING FOUNDATION 4 IN BRICK LOCATIONS FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ( OR #4 2 #5 CONT ADDITIONAL NO.4 OR NO. 5 ) 4 MINIII2" //\\\//\\//\\//\\//\\//\\/ BAR IN BRICK LEDGE I �\\\ 16" UNDER 2 STORY WALL W/ (3) • D• c ° - #4 OR (2) #5 CONT �� //\//\//\//\//\// /\//\//\//\// MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH 8 CMU WALL OVERHANGS 2.5 OR LESS /\\/\\/\\/\\/\\/\\/\\� \ \\�\\/` ' • STEMWALL FOOTING TO EXTEND MIN \\\ \ 12" BELOW MONOLITHIC FOOTING 'NOTE'`: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" NOTES: \ \ \\/�\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH D VAPOR BARRIER \� D D SEE NOTES (MAX 16") U STUCCO OR DIRECTLY ADHERED j STONE CLADDING FINISH - MIN 6" rn 0 N E 0 U ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH ;,, 0 0C14 � APES p 0 1'I 2" M I N\/\/\/\/\/\/ N00 y� • \\//\\\ / - C FOOTING TO BEAR ON N 1 FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ c� i (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL. 16" UNDER 2 STORY WALL w/ LLj (2) #5 OR (3) #4 CONTINUOUS J t'd S J'_6 � true design studios 1 MONOLITHIC_ FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY ,( SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 0 4- CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W moommowwmRummmmmmmwm FIBERMESH F- N 16HO90N, D "C3 n a 4 ° 4 � w ° /\ \ 04 4LU / 16" VAPOR BARRIER Q Cl) 3 BEARING WALL FOOTING SECTION z W This item has been electronically CONCRETE SLAB W/ 6x6 W signed and sealed by Justin M Lanier, Of PE on the date and/or time stamp W1.4 x W1.4 WWF OR 0 shown using a digital signature. FIBERMESH 0 Printed copies of this document are 0'-0" A.F.F. 0 not considered signed and sealed _ � and the signature must be verified 4--- '- SEE ARCH DETAILS ti by a 3rd Party Certificate Authority �on any electronic copy 8" MIN ~ w Z W 8"x8" THICKENED 8" U Q FTG AT VAPOR BARRIER W I..V STEP-DOWN, SEE Z I..V PLAN U J Z L J 4 CURB STEP SECTION m Uj O Cn W Q w < 0 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z Q Q 6x6 W1.4 x W1.4 WWF W 0 LU OR FIBERMESH VARIES 4 ° SEE ARCH < Q , ; , 2 U 4 a a-Q - (MAX 16") W W - a - Q LL // / T/� J X \� LL LL r- \T- \// p Z VAPOR BARRIER //4 LLI �. 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN a Z 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL LEDGE NO. 5 O LL. BAR IN BRICK LED- 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park -J 5 GARAGE EXT WALL CURB_ SECTION U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 036-03 13 FOLLOWING OCCUR: - --- I� • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" bQ • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY - 0 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. Ui O PROJECT NO: LU CONCRETE SLAB W/ 6x6 J 2021.009230 LL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z DRAWN: 0' _0" A.F.F. SEE ARCH U JAR o (MAX 20" W cHKD: _ - L0 ° a DEEP) I- MJP 4„ /W J ° • 4 L.L X 4" EXTENSION U UNDER BRICK VENEER Lq ,�� W 12" UNDER 1 STORY WALL ,. C EN w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m �,� S'F'•.• �i Z_ No 85166 16" UNDER 2 STORY WALL W DocuSigned by: k W/ (3) #4 OR (2) #5 CONT 1. ; - � .may • ��' o ♦ V • �r �r � • i r 6 BEARING CURB STEP SECTION O W &71 EDE;: U) •.... TYPICAL REINFORCING U) BARS AT THICKENED 07-2$-2021 FOOTING, SEE PLAN F- W MIN 24" LONG #4 OR #5 0 REVISIONS: W BAR SET AT MID -DEPTH - _ -_ 2 OF SLAB, TYP ALL U_ H Q No. Description Date RE-ENTRANT CORNERS W -J U 0 --- Cl) ---- ---- OIll- J -- O HOUSE SLAB O Z Z -- - RE-ENTRANT CORNER DETAIL W W (RECOMMENDED) (- PLAN VIEW, DETAIL TYPICAL @ ALL W ST 2mD RE-ENTRANT CORNERS 0- CMU/METAL CONNECTOR ENGINEERING