38430 Springhead Ln - Laserfiche WebLink

Browse Search

DocuSign Envelope ID: 1D6EEA65-119E-4AD4-8042-DDF19178294D CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU MIN. 3" 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. p / p D ° f D I D EXISTING FOUNDATION. D p p) D ID ` \ p • D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE • I 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. (ISTING FOUNDATION 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 ° a-- DEEP)' /\/\4n 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 FIBERMESH �4 -4 d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING v N 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 U) 0 8 ° ^° ° #4OR#5 O ° , ° REINFORCING PER 4 ° MONOLITHIC FOOTING v� 4 SECTION FOOTING TO BEAR ON FIRM 44 UNDISTURBED SOIL a 4 °° 1 4° MIN 112" \//'//' ' " \\/\\/\\/\\/\\/\\\\� /��/�\>\� \- • 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 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLA0 VAPOR BARRIER w w #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \ 0 1 a U) W U) O U 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. FOOTING TO BEAR ON FIRM - //�\\j \' \\ \ #6 NI ONAL BIRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM 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 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 > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. I FOOTING TO BEAR ON FIRM UNDISTURBED SOIL -ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM 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 T,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. FINISH GRADE (1) #4 OR #5 CONT. MINIMUM 24" 3VARIES PER 6" MAX a ARCH PLANS 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. °- - VAPOR BARRIER 12" MINTING TO BEAR ° ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT � nl 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 - o- - - --- - - - '- VAPOR BARRIER o ° M) SEE NOTES (MAX 16") U 6 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" Q, 0 N E MA\ O U ALL OTHER EXTERIOR WALL O CLADDING - MIN 8", U.N.O. ON ARCH O p C%j U? ° X XAPES r_ 12"MIN \\/\\/\\/\\/\�/\� C N 'c \ �• 0) FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTU SBOED 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 BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ Ld (2) #5 OR (3) #4 CONTINUOUS J tds .i true design studios 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211Cn FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O 4- r`nKlr'pGTF CI AR w/ Rvr, Cn WCY H Cn 041HOMON' W Zz Q.� L7 3 BEARING WALL FOOTING SECTION Z W 0 W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O This item has been electronically FIBERMESH O signed and sealed by Justin M Lanier, O PE on the date and/or time stamp 0'-0" A.F.F. shown using a digital signature. SEE ARCH Printed copies of this document are ot considered signed and sealed DETAILS ° 4 °>=lby nd the signature must be verified 4 -- a a 3rd Party Certificate Authority 8" MIN O n any electronic copy V,' + Uj 8"x8" THICKENED 8" W co FTG AT STEP-DOWN, SEE VAPOR BARRIER z PLAN 4 CURB STEP SECTION m LJJ O U) W' W Q W Q O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z ' '�I Q Q 6x6 W1.4 x W1.4 WWF W 0 OR FIBERMESH 1ARIESY [ 4- Q LLI SEE ARCH 0 Q VAPOR BARRIER (MAX 16") w W O x x/ �\//\//\/\/� LL /- Z a z _ F_ Lij 6" OPT. EXTENSION IN BRICK 0 LOCATIONS ON FND PLAN CL Z O a ADDITIONAL NO.4 OR NO. 5 0 W BAR IN BRICK LEDGE Q - 0 W Abbott Park Q 5 GARAGE EXT WALL CURB SECTION _ - - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 028-03-1 B w FOLLOWING OCCUR: _ - - F- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: LLI O CI CONCRETE SLAB W/ 6x6 1 2021.012597 W1.4 x W1.4 WWF OR O 0 FIBERMESH Z _ 0 0' -0" A F.F. SEE ARCH 1:DRAWN: CD c - ° - - - - - (MAX 20" U - - O ° a ° ° -�.. _.� DEEP) Lij CHKD: - 11) \,\\ �\ j\\ a„ a ° ° 4" EXTENSION UNDER BRICK VENEER �►►►�N' �q ��,�� �C N 12" UNDER 1 STORY WALL Z w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ` •°�,� s�` •.• �� _ No 85166 16" UNDER 2 STORY WALL W * = < w/ (3) #4 OR (2) #5 CONT Z = Docuuftned by: - 13 6 BEARING CURB STEP SECTION W T DAQ&43s jj, W •� FS ., O R Z 1 TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS rHOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS it O_ 11-01-2021 p H W U_ REVISIONS: _ U_ Q No. Description Date W U) J } - U (n O I-- Z - - -- Z 0 0 W il- x W ST=2mD CMU/METAL CONNECTOR ENGINEERING¢