8349 Wheat Stone Dr - Laserfiche WebLink

Browse Search

DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A EXISTING EXTERIOR CMU F� MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO �J MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ - - (2) ROWS OF 3/6" DIA. TAPCONS D OR CUT NAILS @ 24" O.C. COVER p e FLUSH w/ 3000psi CONCRETE. i ° EXISTING FOUNDATION. D � o \ D d _n D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED -MIN. 3" EDGE DISTANCE D STRIP OF WWF FROM F.F.E. TO P1°re 1°C BOTTOM OF FTG. WWF TO r-i :� - - - -- EXISTING FOUNDATION FACE w/ — - - — - (2) ROWS OF 3/16" DIA. TAPCONS D/ D D P D o OR CUT NAILS @ 24" O.C. COVER p o FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION ° e D p ° d D U- 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 DIS i ANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0"A..F.F. -_ SEEARCH 1 (MAX 20" DEEP) / l 14„ 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 ° d I16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN N0.5 BAR BEND 90 DEGREE TOP OF FOOTING v N CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP i 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - - a OR FIBER MESH - - �� -� -- - _ _ a #4OR#5 � � REINFORCING PER OU Q ,� MONOLITHIC FOOTING �SECTION a FOOTING TO BEAR ON FIRM 4.1 UNDISTURBED SOIL r , MIN 12" LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT 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 / BLOCK W/ (1) #4 OR #5 CONT w cn o' VAPOR BARRIER �� \�- w w L LIJO X � ¢ I x_7 #4 OR #5 VERT REINFORCING UP TO 3 COURSES. 72'' O.C. 4 TO 5 COURSES 48" O.0 i i, J \/,\� ADDITIONAL #4 OR ��'A' ' FOOTING TO BEAR ON FIRM � �,, �i� " #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 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) 1 FLOATING CONCRETE w_ U-BLOCK W/ SLAB W/ 6x6 W1.4xW1 4 D' % co (1) #4 OR #5 WWF OR FIBERMESH > I Q < CONT w C/ Lij U) FINISH R O GRADE 0. #4 OR #5 VERT REINFORCING\]\ii \ UP TO 3 COURSES: 72" O.C_ 4 TO 5 COURSES: 48" FOOTING TO BEAR ON FIRM % UNDISTURBED SOIL % ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO � HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE 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 i 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. (1) #4 OR #5 CONT. 3 /"" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM W124' - (1) #4 OR #5 90` BEND @ 48" O C. VARIES PE� - 36" MAX— ARCH PLANS / i, --VAPOR BARRIER 12MIN 4 FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS - - ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT rA MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE 'V 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 3'-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") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, o �r ALL OTHER EXTERIOR WALL `1' ° o CLADDING - MIN 8", U.N.O. ON ARCH O 0 VAPOR BARRIER \/\\ N � 0 // °\\ Il/12" MIN ��/\\/\�/\�/\\/\\ A P E 00 FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK O FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WAI-I. w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ J LL (2) #5 OR (3) #4 CONTINUOUS LLI J 1 MONOLITHIC FOOTING SECTION true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211y PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH W 11HOMN' CY X�x 16" VAPOR BARRIER LU Q � 0 3 BEARING WALL FOOTING SECTION z W CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR � FIBERMESH 0'-0" A.F.F. O SEE ARCH O d DETAILS \4 ° a 8" MIN r o 8"x8" THICKENED 8' z W FTG AT STEP-DOWN, EE VAPOR BARRIER W FM < — PLAN — CURB STEP SECTION U) z W 4 m O cn J — 8" UNDER MASONRY WALL W W 6UNDER WOOD WALL Z CONCRETE SLAB F " 0 Q Q 6x6W1.4xW1.4WWZ _ OR FIBERMESH ° VARIES W 0 � SEE ARCH W d ° (MAX 16") Q 4 — e w Uj o 12" M I N\\/\\/\\/\\/\� J X //\\x W L VAPOR BARRIER �/� ° a //O Th(i has been electronically Z \ _ signe sealed by Justin M Lanier, O PE on the date and/or time stamp 6" OPT. EXTENSION IN BRICK Q shown using a digital signature. Q LOCATIONS ON FND PLAN fr_ Printed copies of this document are W Q not considered signed and sealed 12" UNDER 1 STORY WALL w/ W and the signature must be verified Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 Iaf by a 3rd Party Certificate Authority BAR IN BRICK LEDGE O on any electronic copy W 16" UNDER 2 STORY WALL w/ U V- (2) #5 OR (3) #4 CONTINUOUS Abbott Park J 5:GARAGE EXT WALL CURB SECTION Q CCONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 (n FOLLOWING OCCUR: W LOT 030-03 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q LLI • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY V Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. — 0 >_ CONCRETE SLAB W/ 6x6 (D PROJECT NO: LU LU W1.4 x W1.4 WWF OR 0 Q FIBERMESH O 2021.009226 --0 A.F'F. LL SEE ARCH Z DRAWN: O �� e----- (MAX 20' = CD DEEP) V �O 4" EXTENSION Q Q UNDER BRICK VENEER X ♦,,,��1111t��', 0 12" UNDER 1 STORY WALLS VAPOR BARRIER �`♦♦♦,E �i�R,�� U) w/ (2) #4 OR (2) #5 CONT f>7 \1\GN S`�% �� 0 Z 16" UNDER 2 STORY WALL p NO 85166 w/ (3) #4 OR (2) #5 CONT W : -- - Z DocuVned by: BEARING CURB STEP SE TI N .-° -' �- 6 C OAT E O F : ••Es,,-,,z 3F4671DACDEF435. �• � P •�� - TYPICAL REINFORCING Z ,''��S 0NAi �� •♦♦♦ BARS AT THICKENED FOOTING, SEE PLAN 0_ 07-29-2021 MIN 24" LONG #4 OR #5 �_ W BAR SET AT MID -DEPTH H W OF SLAB TYP ALL U REVISIONS: Lli RE-ENTRANT CORNERS U_Q No. Description DateLIJ ~ J 0 W HOUSE SLAB' O RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O O Z Z = O U W X W ST=2D 0- CMUIMETAL CONNECTOR ENGINEERING¢