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JocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-_ 3a CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 1 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 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 I 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL (6(� rj BEARING CURB STEP SECTION f� CONCRETE SLAB W/ -- 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB VAPOR BARRIER #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM - UNDISTURBED SOIL VERTICAL REINFORCEMENT - TO HAVE 6" BEND AT BOTTOM 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 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CON", EJ w = tk�i I v) 0 =1 Q O LU C=1 WiW u U) Q ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON END PLAN STEMWALL SECTION N 2 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. -- U-0" A.F.F. -� (BEYOND) FLOATING CONCRETE w - SLAB W/ 6x6 W1.4xW1.4 1 Q WWF OR FIBERMESH \ >— #4 OR #5 VERT REINFORCING - UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. NO FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 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 U-BLOCK W/ (1)#4OR#5 J Q CONT W w cf) FINISH O GRADE Lo o j o ADDITIONAL #4 OR #5 IN BRICK LEDGE - 4" OPT BRICK LEDGE NOTED ON END PLAN � 7 STEMWALL CURB SECTION 7 C 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 (1) #4 OR #5 CONT. \\ W1.4 x W1.4 WWF OR FIBERM' \ MINIMUM 24" r , (1) #4 OR #5 90' BEND @ 48" C 00 ct CN 2 -12 1�4 C C N' I`q 1 _j t S . 0 UIROHOMONd _j 00 LLJ V TE ry , ARCH0>= ) SUj r. F !:CZ e 36" MAX VARIES PER � ARCH PLANS / 12" MIN ` 6" OPT. EXTENSION IN BRICK LOCATIONS ON END PLAN a \`` \ \ /j r VAPOR BARRIER FOOTING TO BEAR ON FIRM d/ UNDISTURBED SOIL 12" UNDER 1 STORY WALL w/ ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS �MONOLOTHIC FOOTING SECTION - 36_MAX_� DEPTH i 1 �,_ \-� '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 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 ) "MIN/ CJ O Ill i 6" OP? EXTENSION IN BRICK r- �� t LOCH i-IONS Or: FND PI_.gN � P:DLii Iti7^!AL NO 4 OR NO 5 J ------------ BAR IN BRICK LEDGC=. LL �= -- � true design studios ) N�,sw, r r-;I(, r-C�:?TING 5�.�I ICJN z i P: f (; r ;) C-ONS FAD T IC)NI 1F ANY OF THE O 9000 REGENCY SQUARE BLVD. � ; '; CT�` � �P!-_S L"�OVVN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 ,, ,,I vQ cn i), .` S ,-EEPER THAN 'I'-U" VERTICALLY � O -;To PREVENT EROSION OF SOIL. O � ,. r,•,r.rTr -ci n r to O K,� -,B w,' 6x6 � ,111 A x V 1 4 '1/41NF OR W r � ` iAPOR BARRIL=R Q _ 'W'nn _ V W --�i=�---------- � SEL: f ii_TFJL,S � V J O �— VAPOR BARRIER W � LL A 4:7�-;-Ev SECTION m LLJ O U) W W it 8" UNDER MASONRY WALL Z_ > O Q ti•: r.[ TE 6" UNDER WOOD WALL Z M � Q — i v'V1 W LIJ � SEE ARCH 0 Q (MAX � � - I MAX 16 ) CPT cXTE 1J;iIGfJ IN BRICK 0 1-PLAN 0- - _ - Z ADDI?:ONAI_ NO , OR f•l0 5 O d BAR If`i i3R;(,K I Fr)��:c Q — _. Abbott Park Q l 'G�? I - CI r�B �•TI�N � (n ?HE W LOT 009-02 0 V L-�, jl ivVLl '-'!rC I-'0 1,; - t::JJ LR., U Q ...t;N AND AlA11'iY Z_ Z TEE PER TH?N ^REVE`•! i EROSION OF SOIL } CD OPROJECT NO W ^' � �' � •� J 2020.004114 � DRAWN: A I= F. _SEE ARCH = DO o (MAX 20" W CHKD: � - - -- - ------ DEEP) I" EAF �4' `--4' -xrE;vsloN X � UNDER BRICK VENEER < LqN � I i ..0 VAPOR BARRIER m �` ••' � � '•• ♦ > w � :• No 85166 •: :. '•,VI (3 i � i _ _ ! �, ■r � � DocuSigned by: LL I�ll�,'�, l.�J �`�� :�TEP SECTIONL___ CD ... � (A _- IiI r. 40 E 4co f I-_ PE � :� STJ� " r�'F •: �� C� O ��yi �- w U REVISIONS: Q No. Description Date ~' W � - Q O J O This item has been (=j 0 electronically signed and W sealed by Justin M Lanier on the date and/or time X = stamp shown using a digital W ST2mD signature. W CMUiMETAL CONNECTOR ENGINEERINGQ