38384 Springhead Ln - Laserfiche WebLink

Browse Search

DoCuSign Envelope ID: 21E7372B-7C76-459C-AFD9-9AE48FD18COA 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 d OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. I EXISTING FOUNDATION. D � pI D 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 STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO ___ -._ t. EXISTING FOUNDATION FACE w/ p o - -- p P - -- a o -- - D (2) ROWS OF 3/s' DIA. TAPCONS / d OR CUT NAILS @ 24" O.C. COVER D d FLUSH w/ 3000psi CONCRETE. i D - EXISTING FOUNDATION r I pl D D I, 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 4 DEEP) / a d --T4„ 4' EXTENSION UNDER BRICK VENEER L"2NDER 1 STORY WALL VAPOR BARRIER NDER 2 STORY WALL (6: BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 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 h BLOCK W/ (1) #4 OR #5 CONT. ------- LU Q a o VAPOR BARRIER \\\/Uj #4 OR #5 VERT REINFORCING �// / UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. %/�/ /\/ Z/ , \\// FOOTING TO BEAR ON FIRM //� / ADDITIONAL #4 OR#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'-0" A.F.F. 14 (BEYOND) FLOATING CONCRETE w SLAB W/ 64 W1.4xW1.4 WWF OR FIBERMESH > -I TT • s D J U-BLOCK W/ J (1)#4OR#5 U) CONT w w U) o FINISH _ O GRADE \� ,U \\ \\\ \\\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. Q o Q FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E 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. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH - o \ O VAPOR BARRIER \V SEE NOTES (MAX 16") U C. STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, 0 N r7,. -, 4 "Im ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH O O � - - p APES0 12" M I N \co o O FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N CO 12" UNDER 1 STORY WALL w/ NO. 5 :2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR J BAR IN BRICK LEDGE U_ 16" UNDER 2 STORY WALL w/ :2) #5 OR (3) #4 CONTINUOUS Jtds N z true design studios > MONOLITHIC FOOTING SECTION 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 vi FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O SLAB w/ 6x6 #4 OR #5 CONTINUOUS W1.4 x W1.4 WWFW ORCY O coCONCRETE � (2) (2) ♦- _ FIBERMESH 041HOMON' d ° m LLI 16" VAPOR BARRIER Q L7 3 BEARING WALL FOOTING SECTION Z W O W CONCRETE SLAB W/ 6x6 Of W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH C) signed and sealed by Justin M Lanier, 0'-0" A.F.F. p PE on the date and/or time stamp _ shown using a digital signature. SEE ARCH Printed copies of this document are 8 - \ - d ti ° DETAILS �, not considered signed and sealed d ° nd the signature must be verified 4- - - -d - ti by a 3rd Party Certificate Authority 8" MIN n any electronic copy o Cn \r Z LLJ 8"x8" THICKENED 8" U) Q FTG AT � BARRIER STEP-DOWN, SEE VAPOR BAW PLAN z W 4 CURB STEP SECTION m LLJ O LU Q W Q O 8" UNDER MASONRY WALL Z_ 6" UNDER WOOD WALL z Q CONCRETE SLAB W/ W Q W 6x6 W1.4 x W1.4 WWF LU OR FIBERMESH VARIES = d 0 J SEE ARCH Q (MAX 16") W W � ti d O X \\ \ LL L �/\ d �,/ 12" MIN./\/\/\/\/\/ Z Z VAPOR BARRIERLLI 6 OPT. EXTENSION IN BRICK O �- LOCATIONS ON FND PLAN a Z 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 U BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ W (2) #5 OR (3) #4 CONTINUOUS Abbott Park -' O U GARAGE EXT WALL CURB SECTION J 5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 023-03-1 B w FOLLOWING OCCUR: - I-_ • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. W O PROJECT NO: LUU CONCRETE SLAB W/ 6x6 J 2021.012592 LL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z DRAWN: 0'-0" A.F.F. SEE ARCH 2 CD -- U o d - - -- - - - - (MAX 20" W - � CMU STEMWALL MONO LITHIC SLAB Q d _ - _ DEEP) CHKO: 3'/z' CONCRETE SLAB W/ 6x6 ,\ ACT\\ 4 d MJP -.. - (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH r, // // ° ° 4 X - 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. \�\\\\\//�\ \ a 0,6 Q Q INTO MONOLITHIC THICKENED EDGE _ \ // i4 4" EXTENSION X U MIN 24" LAP d ° a 36" MAX VARIES PER -- a - - - - - - - UNDER BRICK VENEER < ��`t�IN 1 11 111 CA 4" CONCRETE SLAB W/ ARCH PLANS ° d A \ \ , ,� J .•••••.••N/�. //\//\/�\//\\/\\ 5 i C� 6x6 W1A x W1.4 WWF _--•T /\/� �' 12" UNDER 1 STORY WALL } �� (', E IDS'• 9 i� Z OR FIBER MESH\/T/\\ w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m � • �, �••.• -d- 12" MIN VAPOR BARRIER 16" UNDER 2 STORY WALL LLI * NO 85166 w Z s < s \\ \\ \ \ d d \ FOOTING TO BEAR ON FIRM Z ooc Signed by: Q w O ° d • • #4 OR #5 %/ /// /// / // d' • / UNDISTURBED SOIL w/ (3) #4 OR (2) #5 CONT r e . °d REINFORCING PER \\�\\.\/.\� O : i�Fa3�,�' �. U Z ° I d ° • MONOLITHIC FOOTING BEARING CURB STEP SECTION v� SECTION b _. •(� •. • n < 6" OPT. EXTENSION W � 0 •• T �� O R O,. �. ° d IN BRICK LOCATIONS �� ' ' • D < • d FOOTING TO BEAR ON FIRM ON FND PLAN ¢ �� sS' • • �� Z °4. UNDISTURBED ._ � a ° _ UNDISTURBED SOIL #4 OR UNDER #5 CONTSTORY WALL W% (2) _ ��N A� E %�%` \ \ ° \ \ ADDITIONAL N0.4 OR NO. 5 ( ) ° d ° MIN12" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE TYPICAL REINFORCING `• 16" UNDER 2 STORY WALL W/ (3) BARSFOOTATTHICKENEDSEE O 11-01-2021 p • a4 /\/\�/� #4 OR (2) #5 CONT F- W a •-- - a -• - •--\\�\\�\\%/\\%//\ �� I MIN 24LONG #4 OR #5 I- CO " U REVISIONS: W BAR SET AT MID -DEPTH - 2 //\//\//\//\//\//\//\// //\//\//\// • STEMWALL FOOTING TO EXTEND MIN OF SLAB, TYP ALL < Q p No. Description Date ~ 12" BELOW MONOLITHIC FOOTING "NOTE'': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "'I" � � RE-ENTRANT CORNERS - W - •ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG .J � _ - _ - - _ - � Q LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". - LOCATE AND TIE INTO STEMWALL FOOTING U) REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE L -_ -_ - -_ -- - - - - - - --- _ STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS STEMWALL CELL - - - - - - - - - � ~ TWO CHOICES: -- O 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION HOUSE SLAB Z Z CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING = O RE-ENTRANT CORNER DETAIL U fn (RECOMMENDED) 17- PLAN VIEW, DETAIL TYPICAL @ ALL W T=2mD RE-ENTRANT CORNERS IZ CMUIMETAL CONNECTOR ENGINEERINGa 11