38387 Springhead Ln - Laserfiche WebLink

Browse Search

DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB EXISTING EXTERIOR CMU MINA" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA, TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. a D � D D D - EXISTING FOUNDATION. t> D \\ I -A 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/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D D � D EXISTING FOUNDATION I p o I � D \ n • 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" ° 4 ° a ° I a ° ° DEEP) \ a ° 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER _1STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER C64 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° _ a in VAPOR BARRIER 3 BEARING WALL FOOTING SECTION -LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE I L - 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 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH =O Z REINFORCING PER O MONOLITHIC FOOTING ° SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • ° 1 °° MIN 112" 4 jj_ //\//\�/\�/\�/\�/\�/\�//\�/\�/��/` " \\ \\ \\ \\/\\/\\//\\�• i\�/�\�� • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING •ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, p CONCRETE SLAB W/ ��-/- ALL OTHER EXTERIOR WALL 04 /\\ j\\//\\ j\\\/\\\o CLADDING -MIN 8", U.N.O. ON ARCH pO 6x6 W1.4 x W1.4 WWF LO APES OR FIBER MESH 8" CMU CHAIR \ TOP OF SLAB VAPOR BARRIER // \\\\/\\/� BLOCK W/ (1) #4 OR #5 CONT. \/\ o 12" MIN/\/\/\/\/\/00 N (� LLJ O FOOTING TO BEAR ON / \/\ w ~ U FIRM UNDISTURBED 6 T. EXTENSION IN BRICK �- VAPOR BARRIER//\\// oLO SOIL LOCATIONS ON FND PLAN N \\� I M 12" UNDER 1 STORY WALL w/ M #4 OR #5 VERT REINFORCING - % \ \\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J // // // / BAR IN BRICK LEDGE LL UP TO 3 COURSES: 72" O.C.\/\\ /\\/\\ 16" UNDER 2 STORY WALL w/ 4 TO 5 COURSES: 48" O.C. //\/ /\/ j // . w \/ \ (2) #5 OR (3) #4 CONTINUOUS J td s .6 N L true design studios j v/\/, (TWF ONOLITHIC FOOTING SECTION _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 ADDITIONAL #4 OR OLLOWING OCCUR: Y FOOTING TO BEAR ON FIRM ADDITIONAL /\\ \' .OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. /,. / #5 IN BRICK LEDGE (� � UNDISTURBED SOIL . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE NOTED ON FND PLAN 3' PER -0" HORIZONTALLYI O PREVENT EROSION OF SOIL. O TO HAVE 6" BEND AT BOTTOM O CONCRETE SLAB w/ 6x6 C CAST -IN -PLACE FOOTING SPECS (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W �_ 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH ~ 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT RIHONON' -� 4 STEMWALL SECTION ��\��\'\ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \'\��\ ° � m FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 LLI COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS \\// \\\'\ ''\/ IY MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" VAPOR BARRIER j 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. to 3 BEARING WALL FOOTING SECTION Z � w 0 w CONCRETE SLAB W/ 6x6 W1.4 x WII A WWF OR O This item has been electronically FIBERMESH O signed and sealed by Tustin M Lanier, PE on the date and/or time stamp 0'-0" A.F.F. O ° O shown using a digital signature. _ _ SEE ARCH Printed copies of this document are ° DETAILS of considered signed and sealed 0'-0" A.F.F. ° a \° 4 ° ° nd the signature must be verified (BEYOND) //� ° - - 4 - by a 3rd Party Certificate Authority U) - n any electronic copy FLOATING CONCRETE w = U-BLOCK W/ \,�\ //\\/� 8" MIN SLAB W/ 6x6 W1.4xW1.4 V (1) #4 OR #5 o O W WWF OR FIBERMESH Q CONT \\ Z W LU 0 ai 8"x8" THICKENED 8" FINISH FTG AT VAPOR BARRIER W O GRADE STEP-DOWN, SEE Z \�/\\/\\/\\/\\/\\/\\/\\ • f \/\\/\\ \\ \ \ \\ \\� PLAN J Z W \/\\\\\/\\\/\� /\\\/�\\// CURB STEP SECTION m 4 W O cn #4 OR #5 VERT REINFORCING �\ I % LU Q UP TO 3 COURSES: 72" O.C. \//\\//\\// W 4 TO 5 COURSES: 48" O.C. / ti 8" UNDER MASONRY WALL z < O -D I 6UNDER WOOD WALL 0 > Q l CONCRETE SLAB W/ " j��--�j Z W Q 0 / 6x6 W1.4 x W1.4 WWF '_ 1 LU W OR FIBERMESH VARIES ° SEE ARCH J W FOOTING TO BEAR ON FIRM 13 -ADDITIONAL #4 OR °_ �_ a - (MAX 16") W W ° ° UNDISTURBED SOIL ° ° .- #5 IN BRICK LEDGE X VERT REINFORCEMENT TO - 4" OPT BRICK LEDGE /�\/�\\//�\//�//\// /\\ ° \/ //\//�//\//\/? HAVE 6" BEND @ BOTTOM �/\ ° 12" MIN./\\/\\/\\/\\/\� z U. NOTED ON FND PLAN \\ ° \ \ / ��i\\\\\\\\\\\\\ Z CAST -IN -PLACE FOOTING SPECS - VAPOR BARRIER �/� ° ' 4 ' �/O 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT y�\\ �\ Q 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT / / / 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN a z (t_7 EMWALL CURB SECTION W 12" UNDER 1 STORY WALL w/SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 OU Lt_ - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 16" UNDER 2 STORY WALL w/ BAR IN BRICK LEDGE QQ LU COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS J MAY BE OBTAINED FROM THE ENGINEER OF RECORD. (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION_ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 009-04-1 B FOLLOWING OCCUR: - - - W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: UJQ CONCRETE SLAB W/ 6x6 J 2021.012600 W1.4 x W1.4 WWF OR O LL FIBERMESH z DRAWN: 0 0'-0" A.F.F. SEE ARCH U C+D - o - - - - 4 (MAX 20" LU IUD 3 W CONCRETE SLAB W/ 6x6 ° a ° o , - DEEP) CHKD: (1) #4 OFF #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH '�//\//\ ° a - a - - X MJP MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. \/\\�\\///\ o • ° 4" Q Q a ° \\� /% /' 4" EXTENSION X ci (!� VARIES PER a -" - - -- - - � - UNDER BRICK VENEER Q �111///11111111 36" MAX ARCH PLANS �r \`" \`,� '� %%� ;J%N LAl / cn ° 4 T ,T�\ /\\� ' 12" UNDER 1 STORY WALL VAPOR BARRIER m �� •'•�G E NS ••';9 ��, Z_ \/\\ �� ° \ w/ (2) #4 OR (2) #5 CONT Q %No 85166 VAPOR BARRIER 16" UNDER 2 STORY WALL * q \\ \\\ \ \ 12' MIN FOOTING TO BEAR ON FIRM Z * ' LL UNDISTURBED SOIL w/ (3) #4 OR (2) #5 CONT Doceigned by: = Q s" OPT. EXTENSION \ BEARING CURB STEP SECTION W ATE OF w: Q •• 3F4671DACDEF43§•..41 � IN BRICK LOCATIONS b �� •'`.� O R P �• N��, Z_ ON FND PLAN ¢ �iiss '••••••'. �� , 12" UNDER 1 STORY WALL W/ (2) z ��, O N Ali E %%%' ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT (n TYPICAL REINFORCING BAR IN BRICK LEDGE BARS AT THICKENED 0 11-01-2021 Q 16" UNDER 2 STORY WALL W/ (3) I #4 OR (2) #5 CONT FOOTING, SEE PLAN LU MIN 24" LONG #4 OR 115 V REVISIONS: w 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 1 1 BAR SET AT MID -DEPTH OF SLAB, TYP ALL � No. Description Date "NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS., HIS "1A" FTG DETAIL FOR THE .V RE-ENTRANT CORNERS Q J FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG I - - (n DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE L - - - - - -- - - - - -- STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: J O 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION HOUSE SLAB Z z OF SOIL. 2. USE STEMWALL FOOTING _ RE-ENTRANT CORNER DETAIL W Q w (RECOMMENDED) I!_ PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS d Q CMUIMETAL CONNECTOR ENGINEERING