38405 Springhead Ln - Laserfiche WebLink

Browse Search

DocuSign Envelope ID: 422E4585-AB15-48C1-AF50-1025F7A8ADD7 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. G -, . D ° D D EXISTING FOUNDATION. D ° n D I � D \ ° D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 64 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. CONCRETE SLAB W/ SEE ARCH 6x6 W1.4 x W1.4 WWF �- - - - - - (MAX 20" OR FIBER MESH a a ° ° ° DEEP) TOP OF SLAB 4" EXTENSION / \\ \\ / \\ I Of UNDER BRICK VENEER\\\/ W VAPOR BARRIER -/// I w i Lj 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 4- °- -_ - 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 TOP OF FOOTING L CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, GROUT BOTTOM 3 COURSES - - OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL - TO BOTTOM OF WINDOW SILL CMU STEMWALLrjhMONO LITHIC SLAB WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP MIN. 3" EDGE DISTANCE I 4" CONCRETE SLAB W/ STRIP OF WWF FROM F.F.E. TO 6x6 W1.4 x W1.4 WWF BOTTOM OF FTG. WWF TO fn OR FIBER MESH EXISTING FOUNDATION FACE W/ n - - - w z (2) ROWS OF 3/6" DIA. TAPCONS / / D ° D D n D DN U) • ° ° 4 ° a• #4 OR #5 OR CUT NAILS @ 24 O.C. COVER D n O Z ° ° • REINFORCING PER FLUSH w/ 3000psi CONCRETE. I i M < ° 4 ° ° 4 • ° MONOLITHIC FOOTING D EXISTING FOUNDATION T • ° ° ° ° DOTING TO BEAR ON FIRM nI D 44 UNDISTURBED SOIL D MI N 1 12" 8 CMU WALL OVERHANGS 2.5 OR LESS \j�\j/\��\jam�/\jam\\�\\/' STEMWALL FOOTING TO EXTEND MIN NOTES: //\//\//\//\//�\// 12" BELOW MONOLITHIC FOOTING /\\//\\/r\\r\\/� • ADDITIONAL #4 OR #5 VERTICAL TO BE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN LAST REINFORCEMENT EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. STEMWALL CELL • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL #4 OR #5 VERT REINFORCING �\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. W w Cn D: Z) O U tn 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. \\, ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM r . //� #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. (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 M WWF OR FIBERMESH FINISH GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ° I FOOTING TO BEAR ON FIRM r\ 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 T_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. 36" MAX (1) #4 OR #5 CONT. RIES PER CH PLANS 12' \MIN 6" OPT. EXTENSION r IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 3'/2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER / FOOTING TO BEAR ON FIRM 4' • / UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" 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 V-0" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING M M SEE NOTES (MAX 16") CONCRETE SLAB W/ 6x6 U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli 1 STONE CLADDING FINISH - MIN 6" p. _°___ _ O U - - ° ALL OTHER EXTERIOR WALL `� a CLADDING - MIN 8", U.N.O. ON ARCH O p APEX0 VAPOR BARRIER \//\\ , \' 12/MIN/\\\/\\\/\\\/\\\ \X, \\ N Q'. / / / / / / r O N Its FOOTING TO BEAR ON 611 OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN (V r 12" UNDER 1 STORY WALL w/ Cl 2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ Ld :2) #5 OR (3) #4 CONTINUOUS J tds -6 true design studios MONOLITHIC FOOTING SECTION z (TFOLLOWING CONTACTFOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. c • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 vi FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY 0 PER T-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 FIBERMESHto 01000N' ° ° ° ° ° ° J e W' \ \\/\ 4 ° pp ILLI / 16" VAPOR BARRIER Q C'1 3 BEARING WALL FOOTING SECTION Z W W CONCRETE SLAB W/ 6x6 cr_ W1.4 x W1.4 WWF OR O This item has been electronically FIBERMESH O signed and sealed by Justin M Lanier, 0'-0" A.F.F. p shown on the date andtime stamp 0) Printed using a digitalal signature. SEE ARCH ) Printed copies of this document are \° (� DETAILS of considered signed and sealed -_a ° � nd the signature must be verified r\//� ° \ d - - 4 - by a 3rd Party Certificate Authority 8" MIN O n any electronic copy - w V, `\ Z W 8"x8" THICKENED 8' � W FTG AT n/ STEP-DOWN, SEE VAPOR BW ARRIER z W PLAN 4 CURB STEP SECTION m W O Cn iY W Q_ W 8" UNDER MASONRY WALL Z_ " UNDER WOOD WALL (D � O Q 6 CONCRETE SLAB W/ � - - Z � � Q 6x6 W1.4 x W1.4 WWF LU 0 LLJ OR FIBERMESH VARIES ° SEE ARCH 0 Q J (MAX 16") w W \\�\\/\\�\�\/ \ \ % /�\�\ \\ \\ \\ \\ \ LL 12' MIN;/\/\/\/\/\r Z \\\\\//\\ 0 Z VAPOR BARRIER �/� 4 �/\ \\r\\/�//�//� %�//\ O i- /r\\ 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN a Z 0-1 12" UNDER 1 STORY WALL w/ CL CL (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 OU LL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park -i I IxQ 5 GARAGE EXT WALL CURB SECTION _j-------- CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 010-04-1 B W FOLLOWING OCCUR: --- I- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY - PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. U) PROJECT NO: W CONCRETE SLAB W/ 6x6 O 2021.012601 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN 0 _ 0'-0" A.F.F. SEE ARCH M: CD 810 (MAX 20" - -...-- _ O a LO DEEP) H cHl<o: MJP W a J Q Q 4" EXTENSION X U UNDER BRICK VENEER Q `�%f,tttt��/�� �N% J 1IN• LAAI/, 12" UNDER 1 STORY WALL �� , •' • C E N .'4 C� W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : .•'�,� SF �� Z 16" UNDER 2 STORY WALL W No 85166 _ W/ (3) #4 OR (2) #5 CONT Z DocuSlgned by: •• yE i 6 BEARING CURB STEP SECTION O =?� '• A�E,CqW5_ -- Q �'l0'��.5�< O R 1 O P �N Z Z '14 SR........ .... �� ,�� - I � � TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL I I RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS _O 11-01-2021 0 H W U REVISIONS: U- Q No. Description Date M W � Q U) j -- -- N Z Z U � W X W ST=2,D a CMUIMETAL CONNECTOR ENGINEERING¢