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37714 Dusty Saddle Ln
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37714 Dusty Saddle Ln
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Last modified
3/21/2025 12:27:30 PM
Creation date
2/19/2025 8:43:23 AM
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Building Plans
Street #
37714
Location
Dusty Saddle Ln
Contractor
AMH Development
Building Plans - Permit #
8253
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h 8' CMU, VERT. REINF. PER PLAN <br />V <br />FINISH GRADE <br />MONOLITHIC FND. w/ (2) i <br />#4 CONT. ON CHAIRS <br />2 STORY <br />�1EXTENDED EXTWR MASONRY FTG. 11/01/2023 <br />NOT TO SCALE F=)15 <br />B' CMU, VERT. <br />REINF. PER PLAN <br />4' PROCESSED FILL - 1 L FINISH GRADE <br />COMPACTED FILL <br />#4 HORIZONTAL <br />@18. O.C. <br />#4 L-BAR w/2'-0' LEG 1'<' @ MONOLITHIC FND. W(2) <br />INTO SLAB @ 18. O.C. 2 STORY #4 CONT. ON CHAIRS <br />Fo t EXTERIOR CMU WALL FTG - RAISED TO V-V ASV. GRADE „/0112023 <br />NOT TO SCALE FMM-021 <br />B'CMU <br />, VERT. B'CMU, VERT. <br />REINF. PER PLAN REINF. PER PLAN <br />POURED CURB OR CMU BLOCK 9' CMU STARTER COURSE <br />-a-V FINISH GRADE a p POURED CURB OR CMU BLOCK <br />FINISH GRADE <br />mi a?z ' <br />'r': §Z §2� <br />MONOLITHIC FND. w/ (2) 1 MMONOLITHIC CND. / (2) <br />#4 CONT. ON CHAIRS Imo' @ <br />2 STORY 2 STORY <br />��EXTERIOR MASONRY WALL @ GARAGE 11/01/2023 <br />rliv w <br />FMM-040 <br />CMU COL CMU COL. <br />PER PLAN PER PLAN CMU COL <br />VERT. REINF. VERT. REINF. PER PLAN <br />PER PLAN PAVERS PER PLAN VERT. REINF. <br />0'-0' > SLOPE 7FOO�TING <br />'' SCOPE FINISH GRADE PER PLAN <br />z _ <br />CONCRETE <br />CONCRETE 9 g § p /? w w <br />FOOTING ' ` m > m FOOTING o <br />T'i .T PER PLAN <br />PER PLAN O PER PUN C7 <br />PER PLAN PER PLAN <br />����/��p�//OONCRETE PAVERS L PER P PLAN L <br />11Y'Y1TAN11 CONS=M 2/28/2022 <br />rL v�v/ a ,.tio <br />�� FGM-033 <br />8- CMU, VERT. 8' CMU, VERT. <br />3/4• RECESS ;SLOPE <br />REINF. PER PLAN REINF. PER PLAN <br />101/r <br />POURED CURB OR POURED CURB OR <br />a-0 Lc CMU BLOCK 014Y b CMU BLOCK <br />SCOPE SL SLOPE <br />Lp Eo �. <br />MONOLITHIC IND. W (2) 3/4' RECESS IN SLAB 1'� MONOLITHIC FND. w/ (2) <br />/'�• @ #4 CONT. ON CHAIRS @ #4 CONT. ON CHAIRS <br />/��p�/� /yRECCE99 9_40n 22 STORY RECESS vd PAVERS 2STORY <br />GARAGE DOOR RECESSED SILL 11/01/2023 <br />DOOR PER SPEC. _ _ <br />g DOOR PER SPEC. i SGD PER SPEC. Af <br />a PAVERS PER SPEC. <br />DOOR THRESHOLD w DOOR THRESHOLD w 3' n GROUT BED (THICKNESS VARIES) <br />a <br />a a PAVERS PER SPEC. <br />a� SLOPE a -a <br />SLOPE (THICKNESS VARIES) a� SCOPE <br />. ALT. BRICK <br />THRESHOLD . <br />3• _ <br />I w �. , • I <br />14 <br />1 ENTRY 6 CONCRETE 1EN RY 6 PAVERS 1, SLIDrq GLASS DOOR <br />Ly I c 2 STORY 2 STORY T. FLUSH BRICK 2 STORY <br />ep--Mw <br />SILLS THRESHOLD PJ20/2022 <br />FMG-070 <br />is WALL & <br />FTG <br />ANCHOR BOLTS OR STRAPS. 2x FRAME WALL w/ P.T. <br />SEE GENERAL NOTES, U.N O. SILL PLATE, PER <br />PUW <br />CON. SLAB PER PLAN <br />1— 1 <br />(2) #4 CONT. <br />ON CHAIRS•' <br />••#5 ALLOWED ILO #4 <br />&MMOEOD SLAB @ INT. WALL PAN) 11/01/2023 <br />FMG-100 <br />SCREENEDR SCREENED IN <br />SYSTEM PER MANUF. SYSTEM PER <br />MANUF. <br />(1)-#4 CONT. #1. <br />PAVERS PER SPEC. <br />ON CHAIRS"FINISH GRADE <br />FINISH SLOPE - 4 <br />GRADE <br />(1)#COMPACTED FILL <br />o. 1 CONIC. SLAB COMPAVERS ®CgJC. OfMDE BEAM <br />#--+1'- PER PUW SCREB.ED QiCLASUIES ONLY <br />THICKENED SLAB • 8CRF8ED <br />ENCLOSURES ONLY ••#5 ALLOWED ILO #4 <br />SSA� EDGE @CRE SCREENED IN ENCLOSURES 11/01 /2023 <br />FMG-113 <br />FMM-060 <br />F WALL 8 <br />2x FRAME WALL w/ PANCHOR BOLTS OR STRAPS, <br />SILL PLATE, PER PLASEE GENERAL NOTES, U.N.O. <br />qFFrG <br />STEP PER PL <br />J1 <br />CMU WALLW/ VERT. #5'S <br />1 <br />IN GROUT FILLED CELL <br />1 V' (2)-#4 CONT. ON CHAIRS <br />PER PLAN <br />V; @ (3)-#4 AT 2 STORY•• <br />2 STORY <br />••#5 ALLOWED ILO #4 <br />0EDSLAB @GAAGE(BEARING) 11/01/2023 <br />25' UP <br />S�! <br />FMG-090 <br />��� A4•� <br />II Fd�II—. <br />ALTERNATE TO <br />=III— • 25' LAP • • . . <br />CORNER SPLICE" CORNER BAR w/ LAP <br />CONIC. FTG. PER PLAN <br />••`; <br />PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME <br />REINF. BARS BENT AT SIZE AS CONT. FTG. STEEL <br />(2)-#4 Z BARS PROVIDE <br />,ill <br />_I : �• <br />,I <br />CORNERS TO COMPLY , H <br />25' LAP EA. END <br />I , { <br />•III <br />w/ THE INTENT OF THE <br />(EXCLUDING BEND) <br />_ <br />—III —I 1— <br />BUILDING CODE I <br />Ili' NUMBER OF CORNER <br />CONIC. FTG. <br />T BARS EQUALS NUMBER <br />PER PLAN <br />OF CONT. BARS <br />• NUMBER OF <br />VERTICAL AN <br />LAP SPLICE REBAR PER PL <br />DOWELAS PER PLAN <br />REQU IN PLAN <br />F12 REINFORCEMENT @ FTG. CORNERS „/olno23 F43 FOOTING SEC110N STEPS 05/n1 /2024 <br />FGG-120 NOT TO SCALE FMM-430 <br />8' CMU, VERT. REINF. PER PLAN <br />EXTERIOR FINISH (PER ELEV.) SEE FOUNDATION PLAN 9 1W <br />CO SLAB I7) #1 REINFORCMENT <br />PER PLAN FINISH GRADE FINISH FLOOR BAR CONT., g SEE FOUNDATKN PLAN FORM SUB <br />PENETRATING RECESS w/ 2z10 @ <br />p.0• PIPE LOOP TIE AS a SHOWER LOCATION <br />- ' REQUIRED h 0'-a w a -a <br />PENETRATING PIPE•• .. • •• <br />+• g <br />PVC SLEEVE*• a <br />PVC LONOIRIDRAL 7ILAINSIIERSE w <br />SOE VIEW MONOLITHIC SLEEVE.. FND. PER PLAN FRONT VIEW MONOLITHIC a <br />"VERIFY LOCATION IN FIELD FND. PER PLAN <br />%BEARING PENETRATION CMU „nyzoz, SWESS IN SLAB @SHOWER 2/28/2022 <br />FMM-130 FMM-260 <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINCI;=. <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/17/2024 <br />DATE <br />No.8 <br />Alf <br />Q: <br />0 STATE OF # <br />�40RIDO' <br />'�/;Sis10NAL 1�?C <br />111111 <br />ba;=So« <br />e���3 <br />t Y•I8'�fr'ps c'c' <br />El aQ <br />T �fi.�t4st3g�Y�x' <br />g€E:i <br />toy 4. <br />gtva L6�tobo <br />1 I <br />Michlpan <br />3400 Auburn 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.fieldsioneae.com <br />M <br />O <br />a O v <br />(� 4x1 n <br />v Q ¢ r <br />z � <br />CO <br />O H.. Q v <br />U Lu _ <br />< } <br />wV <br />„a <br />N <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />FOUNDATION <br />DETAILS <br />SHEET # <br />S 1.0 <br />7 <br />J <br />
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