35555 Stella Vast Dr (2) - Laserfiche WebLink

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DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1 _;E731 .�_l+')055 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° d 4 / 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. SEEARCH (MAX 20" DEEP) a +T 4" 4" EXTENSION UNDER BRICK VENEER �2" UNDER 1 STORY WALL - VAPOR BARRIER L16" 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 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/ (11 #4 OR #5 CON 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 VV/ A U)1)#4OR#5 SLAB W/ 6x6 W1.4 xW1.4 CONT WWF OR FIBERMESH > Q ¢ w LU U) 8 FINISH i O GRADE / Lo #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L -o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 GP. #5 IN BRICK LEDGE VERT REINFORCEMENT TO / HAVE 6" BEND @ BOTTOM -- N 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 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, RECOMMENDATIONIS 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 \/ / 12" MIN �/, 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN �- CONCRETE SLAB VJl 6x6 W1.4 x W1.4 VjVWF OR FIBERN It ;' -- --� -a°--r -c MINIMUM 24' (1,1 4 OR 5 90' BEND @G� nth. a - a a ° \\\/ rx L'\ VAPOR BARRIER /\ FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL / ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUO..JS BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL wl (2) #5 OR (3) #4 CONTINUOUS (7 nl MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 1 A "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 V-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 FIRERMESH - SEE ARCH N 0 \ (MAX 16") r-- O 12 MIN / ,/,APEX co O -/ �- 6" OPT. EXTENSION IN BRICK O LOCATIONS ON FND PLAN ' ; r N i ADDITIONAL NO. 4 OR NO. 5 M -_-� BAR IN BRICK LEDGE LL W true 4esigo stvdfios a) ll= >, OIL, I, HI. FOOT N G-S'EL_TION _.-- Lhd iA i E-ORPRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O = OVf_R.ALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" c * GP0UN'D ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FP01,ii STRU TU'r=E STEEPE , THAN V-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 F'E 0" FsO'RIZONTALLI O PREVENT EROSION OF SOIL. � 0 O CONCRETE SLAB w/ 6x6 O (2) #4 OR ;'. 4, 5 CONTINUOUV 14 x WV .4 WWF OR t\\ FIBERMESH W DRU0190N an - -- \ \� \ O 1 \. fig, AM ? w� %nor W� 16" ; �- VAPOR BARRIER Q 4- E, ;. 'A 4'_ WALL FOOTING SECTION Q z w COINC'Fr.l E SLAB Jdi ox6 U V1.4 x VV 1.4 VJV,VJF O R \ W `V FIBERMESH CD 0'-0" A. F. F . CD -- - - ------ SEE ARCH O c DETAILS 41 18" MIN Ln 0 0 co I HfC;KENEJ 8„ Z =TG A-_ U) /Vy/�J VAPOR aARRiER U) W LL aN U N CURB STEP SECTION U o z - - - - --- - coJ 0 CO - -- -- w 8" UNDER MASONRY WALL ! w --- ! Z Q ,F r' O BINDER �wOOD WALL =-- - - . ---- Z f 6xE V 4 1 F - `- - VARIES 4 VOA r SEE ARCH W W W w - - - - (MAX 16") Q / !vVi�V�!V\� O �AX \/\ j LLLL i\`�\/\/\//\ Z VAPOR R'kRRIER -J % - �- L� ��' %. /. /i. /i O Z F- / V- 6" OPT. EXTENSION IN BRICK Q Q LOCATIONS ON FND PLAN O w (2) ir5 O R 2) #< CONTIINIli0US ADDITIONAL NO. 4 OR NO. 5 0 d �- - BAR IN BRICK LEDGE U 116 UNDEF{ 2 STORY WALL w;� Q LL�-- --- -C)-, o w Abbott Park Q GARAGE EXT VAJALL CURB SECTION - O U " CONTACT FOR PRIOR T-G CONSTRUCTION IF ANY OF THE J U) FICILLOIAP'NG OCCUR: Ll_ LOT 003-02-A p a ,:VERALL DEPTH OF NIONOLITHIC POUR EXCEEDS 28" Q - w K ROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 Q F?Oi4n STRUCTURE STEEPER "KHAN i`-0" VERTICALLY z Z PER 3'-0" HORsZONTALLYT G PREVENT EROSION OF SOIL. - 0 ux6 - O PROJECT NO: w V1 X Irv1. _y.sf /V`F R 0 \\\ 0 2020.001721 LL SEE ARCH z DRAWN. O a -- - - (MAX 20° KG a ° - - -DEEP) U O wCHKD: L0 -- w EAF - W 4" EXTENSION cl- UNDER BRICK VENEER X U Q U) 12r' r ER 1 S DRYWALL -� ��`�cCM LANii� U) .. t,-4 2; #5 CONT VAPOR BARRIER } ` NS,Sj ii� C Z co•L� F' — " Or t WALL p •• *4 O, (, #5 CONT w Las Y.* ,. Z BEARING CURB STEP SECTION ------------- O i S TAT E OF :• ttl ••• U) 7 • - - -- I(PICAL REINFORCING U)r�N A� `�� Q BARS A TH C KENED FO'J TING. SEE PLAN O _ 02-25-2020 p MIN 24,E LOING #Vi OR #5 F- w BAR SF AT Mll)-DEPTH U U) _ REVISIONS: w 0. SLY B, I r R .ALL _ EN �PAI\i P'CORNERS ! LL No. Description Date ILL! U U) J O O Z Z _RE- NTRAI T CORNER DETAIL = O (REC-OMMENDED) w PLAN VIEVv, DETAIL T YrICAL ALL I RE-E'R.APVi CORitR X `I W ST=2D w Q C IU METAL CONNECTOR ENGINEERING