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CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° --°--- ° - — -Q — ° 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x Wl A WWF OR FIBERMESH dd 0'-0" A.F.F. SEE ARCH (MAX 20" DEEP) \ 4" EXTENSION UNDER BRICK VENEER r121 UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH - TOP OF SLAB s w //\\/ _ a Q o VAPOR BARRIER �j// - LIJ L o #4 OR #5 VERT REINFORCING - -%\\/ /\�% UP TO 3 COURSES: 72" O.C.\//\\/ //\\//\� 4 TO 5 COURSES: 48" O.C. \\// p•eL 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 SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > 1 I • J+ , #4 OR #5 VERT REINFORCING I •• UP TO 3 COURSES: 72 O.C. j 4 TO 5 COURSES: 48" O.C. \ p o o / 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) #4 OR #5 cn w CONT FINISH O GRADE �x �\\/ — ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 07 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. CONCRETE SLAB W/ 6x6 () W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" � , (1) #4 OR #5 90` BEND @ 48" O.C. 36" MAX VARIES PER 6- ARCH PLANS ° d ° /�/ 12" MIN / ° '\ VAPOR BARRIER FOOTING ON FIRM \\ d' / UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS - - ON FND PLAN 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 1 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 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 0 CONCRETE SLAB W/ 6x6 U W1.4 x W1.4 WWF OR o FIBERMESH rn O -------- SEE ARCH N ° r/ / (MAX 16") O N O VAPOR BARRIER /� \ \ \ \ \ \ APEX 12" MIN, \ \ \ \ \ CN \- O01) N FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK IL ci FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ m (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J Ck BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J tds -6 J true design studios N MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y . • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. N • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 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 W FIBERMESH ? N d 04HOH090N Ujj ^ d / VAPOR BARRIER Q +� 16" / , D C< 3 BEARING WALL FOOTING SECTION C) w 0 w CONCRETE SLAB W/ 6x6 IY W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O ° SEE ARCH Of) DETAILS ~ \° ti \ �., ��: •. �•��;�� 8" MIN Z L7 8"x8" THICKENED 8" � � LU Q FTG AT w STEP-DOWN, SEE VAPOR BARRIER (Z PLAN CURB STEP SECTION =J z Uj m LLJ OCI� _ NDE8"UR MASONRY WALL'Zw Q O CONCRETE SLAB W/ f 6" UNDER WOOD WALL Z Q 6x6 W1.4 x W1.4 WWF I_ ' WLLI LV OR FIBERMESH VARIES SEEARCH ° < Q I ' ' --� -- ---- d ° (MAX 16") — W W ^ ^ ry .- .. a ° .... .� LLLL . °\/ 12" MIN %\\/\\/\\/\\/\� Z O O VAPOR BARRIER 6" OPT. EXTENSION IN BRICK 0 I_ LOCATIONSON FND PLAN a _Z . 12" UNDER 1 STORY WALL w/ a. (2) #5 OR (2) #4 CONTINUOUS -ADDITIONAL NO. 4 OR NO. 5 U U_ BAR IN BRICK LEDGE Q J 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS Abbot Park Q r -- GARAGE EXT WALL CURB SECTIONLL CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 046-03 W FOLLOWING OCCUR: - -- - LU • 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 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. U) PROJECT NO: w CONCRETE SLAB W/ 6x6 O 2020.003566 W1.4 x W1.4 WWF OR O L FIBERMESH Z DRAWN: -- -- 0 0.'70" A F. F. SEE ARCH U JTM a MAX 20" DEEP) CHKD: U) EAF CL Q Q . 4" EXTENSION xrrrr►�� c!� UNDER BRICK VENEER ,%%'(�N Lq .� ... NiF �.. 12" UNDER 1 STORY WALL #4 OR #5 CONT VAPOR BARRIER m E ••• 9 �i •• SAC`•• �i Z ; W/ (2) (2) Q :� i 16" UNDER 2 STORY WALL w Z 8 * •• •� ' W/ (3) #4 OR (2) #5 CONT BEARING CURB STEP SECTION ST E OF G V- -- - --- ------ WA, ��.,• ��5 O Q ,< O R, •• G\ �� Z TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN -- MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH j OF SLAB, TYP ALL �. RE-ENTRANT CORNERS HOUSE SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Z A%— _O 04-30-2020 H w U) U_ REVISIONS: _ U- � Q No. Description Date w () Q J Z Z 2 O U � w x ST=2mDW CMU/METAL CONNECTOR ENGINEERING¢