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)ocuSign Envelope ID C1150073-72E1-4C6A-B7BF-54_ ,4y4F�7-BB3 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° v 4 c .17r\1\ 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ Ex6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (- - - --- - 4' (MAX 20" ° - -- DEEP) \ , } , 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 FIBER MESH TOP OF SLAB -7)lo- ---- --� q w VAPOR BARRIER I W w u, #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 CONT: ADDITIONAL #4 OR #5 IN BRICK LEDGE- 4" OPT BRICK LEDGE NOTED ON FND PLAN 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. (BEYOND) FLOATING CONCRETE w - ------"- - U BLOCK Wr SLAB W/ 6x6 W1.4xW1.4 U -)cc - CONT #5 WWF OR FIBERMESH 7 :-- e e H w ww LU U) o = FINISH O GRADE LO , /VA �;�`' \v �` vy . #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 -- ADDITIONAL OR #5 IN BRICK LEDGE E 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 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. 36" MAX VARIES PER ARCH PLANS \\\� \\�� /�7/\\/- j 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN MINIMUM 24" l-� CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMC :=H (1) #4 OR #5 90" BEND (g� 4�' C i i \\ ✓APOR BARRIER FOOTING TO BEAR ON FIRM 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 wl (2) #5 OR (3) #4 CONTINUOUS MONO__LOTHIC 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 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING \ SEE ARCH \ \\� (MAX 16") VAPOR E3 Kf IFR-_ -/ �i/� 12 MINA%\\ �\\\\\ /�\\X A \ VA :, .� ` t• sue/ /Xi,/ F0 'i INCH ''D fl'AR. ON Fk-U!, UNf1;ST t 6" OPT. EXTENSION IN BRICK .T LOCATIONS ON FND PLAN '2' UNDEF'. 1 S TOR r" WALL vv ITINUOUS `- ADDITIONAL NO. 4 OR NO 5 BAR !N BRICK LEDGE ?0" UN1)1'. 2 S?0Rt't;VALIL 'sal 141 #J gilt 1J1 #f4 _(JIB i lNl Li(A)S i MONOLIT-iIC__i=OOT-ING_SECTiON- CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE I ,JI_ I-.(-!A'ING -)000R. ;l:r;A.LL DEP? H OF MONOLITHIC POUR EXCEEDS 28" • Gi<C)UNU HUJACEiiT i O FTG BLUFFS DOWN AND AWAY FF10M 6-1 RUCTUP.E STEEPER THAN 1'-0" VERTICALLY PER 3 0" HORi7.ONTALLWO PREVENT EROSION OF SOIL. - CONCRETE SLAB w/ 6x6 ?;#4 0F. "' CONTI.J1jC'US --�\ WWF OR FIBERMESH a Q VAPOR BARRIER 16" ! B' ARIN- WALL FOOTING SECTION C 0 N 1.E111: Tr ... ; I_ %A1, r-y" A F.F. - - - SEE ARCH DETAILS MIN / I � F T.� A, I VAPOR BARRIER FL AN 4 CURB STEP SECTION 8" UNDER MASONRY WALL �-� L 6" UNDER WOOD WALL 6x6 W 1 4 x v' < ✓VJVF _ �, Ftt'IC f ML`,Ii �'JAR!ES SEE ARCH (MAX 16") L '12" MIN` �- 6" OPT. EXTENSION IN BRICK LOCAL IONS ON FND PLAN 12" LiN[,'L R' ! I i'L) #5 OP i ) 44 (10iN INUiJUS j ADDITIONAL NO. 4 OR NO. 5 RAP IN BRICK LEDGE 116"!!hdfk :•'Ci(:Y „rc,,_1 ver �; �' it 'lr' r,`• ..:i?R1 ii'i1!. 1_I`i 5 �..� GARAGE EXT WALL CURB SECTION.___ i`riT°t; i' FOR PRIn)R T'C C:ONSTRUC-rION IF ANY OF THE c;! u0'^Jlt'AG OCCUR e FRAIL L C.FPTI-I OF MONO THIC POUR EXCEEDS 28" +'';EZ(71Ur10 ADJACENT TO FTG SLOPES DOWN AND AWAY , ;R:)!V, STRUCTURE STEEPER THAN 1'-0" VERTICALLY F'r=F'. ?'-0" FIOR170NTALLYLO PREVENT EROSION OF SOIL. CONC:ht_7C.::iLr4E3 VV! 6x6--� ',JV 1.4 x. VVI.4 WWF OR \ FIBERMESH 0'-0" A F.F. SEE ARCH (MAX 20" ° ^ ° i ° - -- -- -DEEP) .a 4 4" EXTENSION UNDER BRICK VENEER 12 UNDER ? S' ORY VJALL- ni i�'4 OR t j #5 CONT - VAPOR BARRIER 16" UNPL, � S_I (..,RY WALL r ()R Vic. CONT 6 BEARING CURB STEP SECTION i C!INC SEE PLAN i hl111v - C`r OFF, 45 MIDr-DEPTH r i_-. N i RA.N I i; RNERS ir RE-ENTRANT CC)1.NER DETAIL /RED 0^JinIIEI`T�nFr;___._.__._____- U 0 co O> C14 O LID W APEX W U LU z W m W Z 4- U Z t S W Q tare design sttadlos (D o � O -I 9000 REGENCY SQUARE BLVD. N lt- SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p Q 4- 0 0- 1 Of 041HO90N U .0% <_ ♦Al ff R zoi 0 -. LL U _z N >- O _J O z W I- X W Q W11.1 U)Q m o Z LLI W O w O W = Q O Q Z � J w 0 LLl W a ~ 00L.L W LUU_ Q ti fA � This item has been electronically X }- signed and sealed by Justin M Lanier, �- (� PE on the date and/or time stamp O shown using a digital signature. z z W = W U z Z IW- Abbott Park a W L1_ a- LOT 006-02 W - -- - - - ---- J Q U (A 0 W PROJECT NO: I- 2020.004116 z 0 DRAWN: -- _ DO W CHKD: ILL. EAF O 0 O LO �i (A LAN/, �,W �•` •• L E N S• 9 �ii Q ' �• �1 U No 85166 U) Docusigned by: = 0 : S T`487DEF4: sLU ft � N q � E��•� 06-08-2020 O z_ REVISIONS: No. Description Date W U) -------- --- - W 2 I- W J Q ST■ O 0 CMU/METAL CONNECTOR ENGINEERING