7961 Wheat Stone Dr - Laserfiche WebLink

Browse Search

DocuSign Envelope ID. 38716031-B749-4FD2-9507-FCC2C574C8F1 EXISTING EXTERIOR CMU I MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ ° p Is _ — — — — —A. — D (2) ROWS OF 3/6" DIA. TAPCONS / D D D ° D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D D EXISTING FOUNDATION. D ° D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ — — — — — —& — ° (2) ROWS OF 3/6" DIA. TAPCONS D / D D ° D D _ OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 1> D EXISTING FOUNDATION D ° ° D D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH — — (MAX 20" ° DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *EARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH a a ° T d VAPOR BARRIER *KARIING WALL FOOTING SECTION AM "` " SUS BAR AS _AP AS SHOWN FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MONO LITHIC SLAB MIN 24" LAP DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH wo a �a ,ad a ° #4OR#5 0 i-n a < REINFORCING PER < MONOLITHIC FOOTING ° SECTION X V a • FOOTING TO BEAR ON FIRM d° UNDISTURBED SOIL MINI 12" 44 /\/\ ' /\\//\\/��\�\\ `—• STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB a BLOCK W/ (1) #4 OR #5 CONT. W VAPOR BARRIER j\\ j ui o LO #4 OR #5 VERT REINFORCING j UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. Li o FOOTING TO BEAR ON FIRM\\ /\\\ \\%� ADDITIONAL #4 OR UNDISTURBED SOIL // / #5 IN BRICK LEDGE 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'-0" A.F.F. (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 of WWF OR FIBERMESH > U-BLOCK W/ J (1)#4OR#5 W CONT w U) o � FINISH _ O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L I 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. 3'/2" CONCRETE SLAB W/ 6x6 - (1) #4 OR #5 CONT. W1.4 x W1.4 WWF ORi FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. 36" MAX VARIES PER — — — °— —° fl — —° ARCH PLANS ///\//\X// 12" MIN X`VAPOR BARRIER /\ // //� // // d • FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL W/I(2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ I(3 I#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH ''NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS S. FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > E ALL OTHER EXTERIOR WALL `v O \\ \\ \\ \\ \\ \\ ° p o CLADDING -MIN 8", U.N.O. ON ARCH O VAPOR BARRIERPEX \ 12" MIN/ /\/\/\/\ /\� N c y FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ cN d �� (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J 4_BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS W J J N > tru�e design studios 1 MONOLITHIC FOOTING SECTION_ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: U) • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W�� FIBERMESH 041HOMON' ---- — - --a --- — / 4\VAPOR o \ o\ouj .0111 16" BARRIER Q 0 BEARING WALL FOOTING SECTION U z w (D w CONCRETE SLAB W/ 6x6 0� W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O �- _ SEE ARCH a \d DETAILS L \,\\ 8" M I N O Q C) Z LLI 8"x8" THICKENED g" U w FTG AT W n/ STEP-DOWN, SEE VAPOR BARRIER � � � 1L..��L PLAN 4 CURB STEP SECTION m LLJ O C/) W w Q 8" UNDER MASONRY WALL _Z 6" UNDER WOOD WALL > Q Q CONCRETE SLAB W/ Z W 6x6 W1.4 x W1.4 WWF _ w 0 OR FIBERMESHIVARIES WSEEARCH �2 ate° (MAX 16") LL 12" M I N �\\� Z //\ a �/ �\\�/\\//\\\\//\\\ p z VAPOR BARRIER a/�\\\� � O Q \ / 6" OPT. EXTENSION IN BRICK 0 W d z LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ O a (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U ILL BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ Q (2) #5 OR (3) #4 CONTINUOUS W Abbott Park of Q 5 U) GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 006-03 w FOLLOWING OCCUR: . OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Cj Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY (D PER T-0" HORIZONTALL)TO PREVENT EROSION OF SOIL. (n PROJECT NO: L I CONCRETE SLAB W/ 6x6 O 2021.003500 W1.4 x WI A WWF OR Q li FIBERMESH z DRAWN: O 0'-0" A.F.F. SEE ARCH U LDG o --d o (MAX 20" W LO \\ \\ \\ a ° DEEP) x CHKD: MJP cf) ° •d W J 4" EXTENSION a U UNDER BRICK VENEER W �iN Lq''�i 12" UNDER 1 STORY WALL�J5 NSF '�� w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� •,••��C' E N SF'9 �� Z o 16" UNDER 2 STORY WALL W * ' • :• Q W/ (3) #4 OR (2) #5 CONT Z 6 BEARING CURB STEP SECTION w '••, " TAT\E OF ..�� Q � S� •3y6,�Ct F435...Z z �'�S/CNALE��`� TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL �I RE-ENTRANT CORNERS I i HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O_ 03-23-2021 p W U REVISIONS: L Q No. Description Date W U O ~O O z = o U w I- x W ST=2,D w CMUIMETAL CONNECTOR ENGINEERING IF