7879 Wheat Stone Dr - Laserfiche WebLink

Browse Search

3ocuSign Envelope ID: 31288F87�6009-4E80-99F2-D36EA54752DD EXISTING EXTERIOR CMU MIN. 3" EDGE 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. - EXISTING FOUNDATION. 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 - -- e - - - - (MAX 20" \ 4 4° d I DEEP) C O d / ° 4' 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4 d 16" 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. O VAPOR BARRIER �� // Lij Lu o %\ I T #4 OR #5 VERT REINFORCING �� UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C. /� Xx ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM\\ //�\\ �\ #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT 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 2 STEMWALL 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. 0'4" A.F.F. (BEYOND) FLOATING CONCRETE uJ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > - #4 OR #5 VERT REINFORCING - - - UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O C --U-BLOCK U J w i. W/ (1)#4OR#5 CONT Jy _ - uJ w uJ cn U) 0 \/ 71 FINISH GRADE F I //\\//\\//\//\ Q FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #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 7 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 WINDOW SILL CMU STEMWALL MONO LITHIC SLAB (1) #4 OR #5 CONT. 3'/2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 -- - CONTINUOUS TO EXTEND MIN 24" 24" (1) #4 OR #5 90 ° BEND @ 48" O.C. MINIM INTO MONOLITHIC THICKENED EDGE MIN. 3" EDGE DISTANCE MIN 24" LAP VARIES PER ° 36" MAX ARCH PLANS -- - -- 4" CONCRETE SLAB W/ a a e 6x6 W1.4 x W1.4 WWF STRIP OF WWF FROM F.F.E. TO - _ - _ _ _ _ OR FIBER MESH /\r//\Tl\ - �� / \ °------- - ° wz--------� a°-� p°-�� _. _�„--° \//�\\/� \ \ VAPOR BARRIER BOTTOM OF FTG. WWF TO 12" MIN � EXISTING FOUNDATION FACE w/ ° p D o ° , -• uJ O ° . ° a ° ° /\\\ \ /�// / (2) ROWS OF 3/s' DIA. TAPCONS / ° ° - - ° - - - - ° #4 OR #5 FOOTING TO BEAR ON FIRM /\/ 6 ' / UNDISTURBED SOIL OR CUT NAILS @ 24" O.C. COVER / o ° O z 4 ° ° ° ° ° ° ° REINFORCING PER / �\ MONOLITHIC FOOTING FLUSH w/ 3000psi CONCRETE. 9 v< ° ° ° ° SECTIION b d ° 6" OPT. EXTENSION ° --- EXISTING FOUNDATION - -- - ( ° ° ° • ° ° IN BRICK LOCATIONS FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) d ° ADDITIONAL N0.4 OR NO. 5 #4 OR (2) #5 CONT °° I °° MIN112" /\/\/\/\/\/\/\/ BAR IN BRICK LEDGE //\//\//\//\//\//\/ 16" UNDER 2 STORY WALL W/ (3) o ° ° ° _a ° - ° \\ \\ \\ \\� #4 OR (2) #5 CONT �� J �� \\/ MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 8 CMU WALL OVERHANGS 2.5 OR LESSSTEMWALL 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 LOCATED WITHIN TRANSITION ZONE LOC ///�// • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, A DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE AND TIE INTO STEMWALL FOOTINGREINFORCEMENT 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 T-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. TWO CHOICES: • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" rn O ° ALL OTHER EXTERIOR WALL `V O CLADDING - ` g!! U.N.O. ON ARCH14 O c VAPOR BARRIER // \\ \\ \\ \\ \\ \\ \ APEX \/ 12 ' M I N/\/\/\/\/\/ N U 00 O N 0') N FOOTING TO BEAR ON \ 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN r- N M 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ U_ W (2) #5 OR (3) #4 CONTINUOUS J _iwi Jtds z true design studios N MONOLITHIC FOOTING SECTION 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" UQ 9000 REGENCY SQUARE BLVD. N • 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. O O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 C/O\\N\T/I\NdUW1.4 x WWF OR O_ U--S e- W N O FIBERMESH cn6 011HOMON' . \ ° - ° > LUUJ zzz 16" VAPOR BARRIER Q +✓ U) 3 BEARING WALL FOOTING SECTION U � z W (D W CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O - SEE ARCH 0) DETAILS n 8" M I N a O Cn z W 8"x8" THICKENED 8" U) W LL FTG AT W STEP-DOWN, SEE VAPOR BARRIER z PLAN W j Z W 4 CURB STEP SECTION m LLI O Cn U W Q Q O W 8" UNDER MASONRY WALL Z_ ' 6" UNDER WOOD WALL Uj z Uj Q Q CONCRETE SLAB W/ j�-�-� 6x6 W1.4 x W1.4 WWF I I W w OR FIBERMESH VARIES 0 = ° SEE ARCH Q ' , ' 2 -u-- - ° - A _ .. � (MAX 16") � wL.LJ 4.° � f\/ ////\//\//\ \ U- LL 12" M I N\\/\\/\\/\\/\� Z \\\\i\\\\%\\/\\\\ 0 Z VAPOR BARRIER / 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN a z 12" UNDER 1 STORY WALL w/ d (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ _ aQ W (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK -' O U 5 GARAGE EXT WALL CURB SECTION _ J -- W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 015-03 w FOLLOWING OCCUR: - - H • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY _ PER S-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. (n PROJECT NO. W CONCRETE SLAB W/ 6x6 0 2021.006617 LL W1.4 x W1.4 WWF OR O W FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH = KME o ----- U O -- - - 4 -- -� - (MAX j 0" N - -- LO - U) CHKD: 4 a ° - DEEP X MJP - a EXTENSION U UNDER BRICK VENEER ,IjN LqN/ 12" UNDER 1 STORY WALL } ,,,JS° G.E N �.9 ,' 0 W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ••'�,� SF •. �� Z 16" UNDER 2 STORY WALL Z ` * : No 85166 •:: w/ (3) #4 OR (2) #5 CONT D%uftned by: BEARING CURB STEP SECTION O p•: C3F46TOFW .0O ••71DACDEF445 44/ W Q �i, Fs, •. O R I �� . Z Z �'; S/O LE�.`� :> � TYPICAL REINFORCING FARS AT THICKENED OOTING, SEE PLAN --MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I ll------------ HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS �. N A cn O 05-17-2021 p i= Uj U_ REVISIONS: _ LL -- I- No. Description Date W U) J (� -- co -- - O Z Z = O U 0 W I- x W ST=2mD CMUIMETAL CONNECTOR ENGINEERINGa