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CMU COL CMU COL. <br />8' CMU, VERT. PER PLAN PER PLAN <br />CMU COL. <br />REINF. PERPLAN g STARTER w VERT. REINF. VERT. REINF. PER PLAN <br />COURSE - . PER PLAN PAVERS PER PLAN VERT. REINF. <br />ALT. CMU SEAT 0'-0' SLOPE 0'-0' SLOPE FINISH GRADE PER PLAN <br />Q 1 1 /2' FROM <br />z w <br />111 TOP OF SLAB CONCRETE § O w CONCRETE •.. § JO w CONCRETE b O w <br />y; ? FINISH GRADE FOOTING <br />FOOTING - o <br />333"""""" m FOOTING m w <br />PER PLAN 'r 0 PER PLAN '. 'T. PER PLAN f m <br />1 MONOLITHIC FND. w/ PER PLAN PER PLAN <br />2.1SI T10R/� (2)-#4 CONT. ON CHAIRS py /�/CONNCRETE/y�� � L��� PAVERS �, PER PLAN <br />SP11MM1111F11WIY1f1U 11101/2023 �111VMTA\f11 Wf11e WLULIRL� 2/28/2022 <br />r rVJN r <br />FMM-010 FGM-033 <br />8' CMU. VERT. 8' CMU, <br />VL7LT. 8' CMU. VERT. <br />REINF. PER PLAN REINF. PER PLAN 3/4• RECESS IN SLAB REINF. PER PLAN <br />POURED CURB OR CMU BLOCK 9' CMU STARTER COURSE POURED CURB OR <br />014y CMU BLOCK <br />FINISH GRADE -94r _ POURED CURB OR CMU BLOCK - S=•Q <br />FINISH GRADE SLOPE <br />Z a4 <br />• bZ b� <br />MONOLITHIC FND. w/ (2) 1'-0' MONOLITHIC FND. w/ (2) 1 1 Q MONOLITHIC FND. wl (2) <br />1'�• Q #4 CONT. ON CHAIRS 1 4 Q #4 CONT. ON CHAIRS #4 CONT. ON CHAIRS <br />2 STORY 2 STORY R 88 N/ BL 45 2 STORY <br />�1EXIERIOR MASONRY WALL @ GARAGE 11/01 /2023 SWAGE DOORRECE53ED SILL <br />DOOR PER SPEC. z z <br />g DOOR PER SPEC. i SGD PER SPEC. <br />a m PAVERS PER SPEC. <br />DOOR THRESHOLD a DOOR THRESHOLD w g 3' wa GROUT BED N (THICKNESS VARIES) <br />a -PAVERS PER SPEC. <br />0'-0• SLOPE 0'-0' 0'-O' <br />SLOPE (THICKNESSVARIES SCOPE <br />�.. .. ..' �. •' � _. ALT. BRICK <br />THRESHOLD <br />A - <br />1,, Q ENTRY O CONCRETE 1.� Q ENTITY @PAVERS 1 y Q BLDR10 GLASS DOOR <br />^ ,�/�/� 2 STORY 2 STORY ALT. FLUSH BRICK 2 STORY <br />�� R/1/1/R THRESHOLD 2/28/2022 <br />FMG 070 <br />8' CMU, VERT. <br />REINF. PER PLAN <br />101/7 <br />POURED CURB OR <br />0'-0- CMU BLOCK <br />SLO SLOPE <br />ID <br />3/4' RECESS IN SLAB t'-0' MONOLITHIC FND. w/ (2) <br />1�' Q #4 CONT. ON CHAIRS <br />RECESS al PAVERS 2 STORY <br />11/0112023 <br />FMM 060 <br />WALL S <br />F7G <br />2x FRAME WALL w/ P.T. ANCHOR BOLTS OR STRAPS, <br />SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O. <br />STEP PER PLAN <br />SLOPE <br />1L <br />1 1' 1' (2)44 CONT. ON CHAIRS <br />' Q l3)-#4 AT 2 STORY- <br />2 STORY <br />•#5ALLLOWED ILO #4 <br />CLOED0a FQE @MNO) 11/01/2023 <br />NOT TO SCALE FMG-090 <br />F WALL & PER EXPANSION <br />POST BASE CONNECTOR SCHEDULE ALTERNATE TO <br />FTG EXPANSK)Pl F CORNER BAR w/ LAP <br />ANCHOR 4' MIN POST PER PLAN BASIC WIND SPEED CORNER SPLICE: SPLICE EA. SIDE. SAME <br />ANCHOR BOLTS OR STRAPS, 2x FRAME WALL w/ P T. PER GEN NOTES PROVIDE CONT. STEEL <br />SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN EPDXY ANCHOR: POST BASE, SIZE PER SIZE AS CONT. FTG. STEEL <br />1-3/4• MIN POST REINF. BARS BENT AT <br />CONC SLAB PER PLAN CHART U.N.O. PER PLAN <=140 MPH > 140 MPH <br />SIZE CORNERS THE <br />TO COMPLY <br />FINISH GRADE SLOPE C. <br />SLAB 4x4 ABW44Z ABUMZ /THE INTENT Of THE <br />PER PLAN 6x6 ABW66Z, BUILDING CODE k <br />b . •-'J _ _ _ REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN NUMBER CORNER <br />Z <br />n BARS EQUAA CORNER <br />NUMBER <br />1 •. ::. C 1 w w �' ANCHOR TYPE SELECTION <br />1— 1 o c7 17 z `+ • • . STD- SLAB BEYOND . TYPE'ABW POST BASES USE 1/2•X3-3/4' EXPANSION OF CONT. BARS <br />m w z ' • FTG 8 REINF <br />ANCHOR OR 1 /2' ATR DRILL 8 EPDXY W/ 3' MIN EMBED NUMBER OF <br />ON CHAIRS" a. POBTIfTG LOCATION PER PLAN . TYPE'ABU' POST BASES USE 1/7X5.1/7 EXPANSION VERTICAL LAP SPLICE REBAR PER PLAN <br />••#5 ALLOWED ILO #4 ANCHOR OR 51W ATR DRILL & EPDXY W/ 8• MIN EMBED DOWEL PER PLAN <br />���pn { ••#5 ALLOWED ILO #4 /�pR/ED-[)INLrP►LAN�•r /y�pI <br />&NO-� <br />RICKLED SLAB@ INT. WALL PRANG) 11/01/2023 F11A �11/01/2023 NfV11VLI11Ll\L eD FIG. OMEN 11/01/2023 <br />TO SCALE FMG-100 FMG-110 FGG-120 <br />8• CMU, VEFIT. REINF. PER PLAN <br />CONC SLAB <br />EXTERIOR FINISH (PER ELEV.) (1) #4 REINFORCMENT SEE FOUNDATION PLAN 9 1/4• <br />PER PLAN PENETRATING FINISH FLOOR BAR CONT., TYP. z SEE FOUNDATION PLAN FORM SLAB <br />�+ <br />_, __- FINISH GRADE PIPE LOOP TIE AS a SHOWER LOCATION <br />LV►. �/ REOUIPIED �.,- 0'4Y w <br />_ _ _ <br />PENETRATING PIPE" <br />_ 5 <br />PVC SLEEVE" a <br />PVC LONGIT DNAL TRAMSVEiBE -• '• i <br />SEE VIEW MONOLITHIC SLEEVE•• <br />FRONT VIEW • MONOLITHIC <br />FND. PER PLAN <br />"VERIFY LOCATION IN FIELD FND. PER PLAN <br />�1BEAAING PENETRATION • CMU 11/12/2021 �1RECESS IN SLAB ll SI TOWER 2/28/2022 <br />r1J r rcv .e. <br />FRAM 1. FMW260 <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/15/2024 <br />DATE <br />``111111111��� <br />No. <br />�Q E OF ��` <br />0 �` <br />111111 <br />�S°yTbab <br />g?sYa,�e��fifroc8 <br />26fi°.;frSSfiEj- <br />6� <br />ESca?`_eS� <br />Michigan <br />3400 Aubum Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+ 1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />N <br />rM <br />7 <br />a <br />Z <br />Q Q M <br />z <br />J J <br />(� <br />W <br />O <br />O O <br />L (n LL_ <br />U <br />W C6 <br />wU)-j <br />vi <br />C7 = _ <br />W <br />Q�2 <br />0 a <br />oMN <br />O <br />C) <br />Ln <br />F <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />FOUNDATION <br />DETAILS <br />SHEET # <br />S1.0 <br />J <br />