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37778 Dusty Saddle Ln
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37778 Dusty Saddle Ln
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Last modified
3/21/2025 1:25:08 PM
Creation date
2/19/2025 8:43:59 AM
Metadata
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Building Plans
Street #
37778
Location
Dusty Saddle Ln
Contractor
AMH DF GC LLC
Building Plans - Permit #
8290
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W CMU, VERT REINF PER PLAN W CMU VERT. <br />REINF. PER PLAN <br />-04Y <br />FINISH GRADE <br />C PROCESSED FILL FINISH GRADE <br />MONOLITHIC FNQ (2) Z COMPACTED FILL I? <br />#4 CONT. ON CHAIRS Z <br />#4 HORIZONTAL <br />@1wo.C. <br />M <br />I "r-4 #4 L41AR W241' LEG ONOU[THIC FND. W(2) <br />2 STORY NTO SLAB 0 1 (r O.C. 2 STORY #4 CONT. ON CHAIRS <br />WMMWffFrG. 11/0112023 �,,�EMW CMJ WALL FrG - RNOM flr ABV WM iitol/2023 <br />&NO;TO SCALE FZM-01 5 &NO�TO SCALE FZ;�021 <br />Ir CMU' VERT <br />REINF. PER MAN RCI8N'ICMER' VPELARTN <br />POURED CURB OR CMU BLOCK 9CMU STARTER COURSE <br />9 2 — <br />ID FINISH GRADE POURED CURB OR CMU BLOCK <br />FINISH GRADE <br />I, Z <br />M ONO IC FND. w/ (2) V MONOLITHIC FNQ W (2) <br />#4 COLnTH0N CHAIRS 1.4. #4 rONT. ON CHAIRS <br />2 STORY 2 STORY <br />F WMMAMWNi@GME 11/01/2023 <br />F;rO.O <br />CMU COL CMU COL <br />PER PLAN PLAN <br />VERT. REINF. PER PLAN <br />PER PLAN PER PER PLAN CMU COL VERT. REINF <br />VERT. REINF. <br />P VERS <br />A <br />01 S FINISH GRADE PER <br />LOPE 01-(r SLOPE LAN <br />z <br />z <br />CONCRETE <br />T- <br />CONCRETE I? CONCRETE <br />FOOTING <br />FOOTING <br />FOOTING <br />PER PLAN <br />PER P <br />PER PLAN LAN <br />PER PLAN PER PLAN <br />OONCRETE PAVERS PER PLAN <br />F C COMIC"N 2J28/2022 <br />F;ZM <br />8`CMU, VERT. wCMU, VERT <br />3/4' RECESS IN R1.NF- PER PLAN 10 ifT REINF. PER PLAN <br />POURED CURB OR <br />(r-01 CMU BLOCK cr-o* CMU BLOCK <br />POURED CURB OR Silo <br />a -PE <br />0 LL�PE SLOPE <br />SL7 <br />go <br />V4r MONOLITHIC FND. (2) 3/4' RECESS IN SLAB MONOLITHIC FND. (2) <br />.4 C..T ON CHAIRS 11 CONT ON CHAIRS <br />V4 SLAB 2 STORY FF 2STORY <br />�CESS ', PAVERS <br />FMM-060 <br />z WALL & <br />DOOR PER SPEC. DOOR PER SPEC SGD PER SPEC. FIG <br />ii RS PER SPEC. 2x FRAME WALL W/ P. A ANCHOR BOLTS OR TRAPS, <br />PAVE T, <br />R THRESHOLD GROUTBED GERERAL <br />DOOR THRESHOLD DOD (THICKNESS VARIES) PLAN SEE N NOTES, U.N 0, <br />0 -(r PAVERS PER STEP PER PLAN <br />SILL PLATE, PF <br />_R <br />SPEC <br />SLOPE 04Y SLOPE <br />SLOPE (rHICKNESS VARIES) .�UOPE <br />T, BRICK SLOPE 1 4 ONT. ON CHAIRS <br />ao ESHOLD <br />�11:. C <br />3) #4 AT 2 STORY" <br />ENTRY OONOFETE 1 "V. eme 14". SUDM GLASS DOOR 2 STORY <br />STORY 2 STORY FLUSH BRICK 2STORY —#5 ALLOWED OLD #4 <br />THRESHOLD 2J281 11/01/2023 <br />� L2022 ED SW @ NNE @MNG) <br />EF-- FMG-070 <br />SCREENEDIN <br />FIG SYSTEM PER MANU SYSTF <br />WALL F SC.EENED.N ALTERNATE TO <br />_M PER MANUF. CORNER SPUCE. CORNER BAR w/ LAP <br />ANCHOR BOLTS OR STRAPS, ZK FRAME WALL w/ P.T, (1)44 CONT� PAVER PER SPEC PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME <br />SEE GENERAL NOTES. U.N.O. SILL PLATE. PER PLAN Ty� ON C RS— ISHIGRADE REINF. BARS SENT AT SIZE AS CONT FTG STEEL <br />CONC SLAB PER PLAN S CORNERS TO COMPLY <br />FINISH LOPE .1 THE INTENT OF THE <br />x GRADE — S. BUILDING CODE <br />NUMBER OF CORNER <br />0 NT.- OF CONT. BARS <br />PAVEF� 0 CONC. GRADE BEAM <br />--4> <br />1!WCOSMP <br />(l)-#4 BARS EQUALS NUMBER <br />*# <br />L ( . a, ACTED FILL <br />'I C INT� <br />CON SLAB <br />PER <br />0 SCREB4ED ENCLOSURES ONLY NUMBER OF <br />(2) #4 CONT, TH�ftA�8 SCRIEENIED VERTICAL LAP SPLICE REBAR PER PLAN <br />-#5 ALLOWED ILO 04 ON CHAIRS" ONLY —#5 ALLOWED ILO #4 DOWEL AS PER PI AN <br />AEOD IN PLAN <br />THICOM M @ Iff. W&L @MNG) SM E)GE @ SCRENO IN MDM 11/01/2D23 FEWOMOU @ FTG. CORM 11/01/2023 <br />FXI. F;;G-113 Fl��120 <br />O'CMU. VERT. REINF PER PLAN <br />CONC S EXTERIOR FINISH (PER ELEV.) (1) #4 REINFORCMEP— SEE FOUNDATION PLAN SEE FOUNDATION PLAN 9114' <br />BAR CONT., FORM SLAB <br />PER PLAN8 A PENETRATING FINISH FLOOR RECESS .1 Z00 0 <br />-0 -V FINISH GRADE PIPE LOOP TIE AS SHOWER LOCATION <br />REQUIRED OL 0A)' ----------------------- <br />PENETRATING PIPE <br />A. <br />7, <br />PVC SLEEVE.- PVC LONGffLxxmokL TRANSVERSE <br />SIDE VIEW �— MONOLITHIC SLEEVE— <br />FNQ PER PLAN FRO?fr VIEW MONOLITHIC <br />"VERIFY LOCATION IN FIELD FND. PER PLAN <br />CONC. FTG. PER PLAN <br />(2)-#4 Z BARS PROVIDE <br />25' LAP EA. END <br />(EXCLUDING BEND) <br />CONC. FTG <br />PER PLAN <br />CMU WALL W/ VERT. #5 S <br />IN GROUT FILLED CELL <br />PER PLAN <br />,F .. M r, I <br />=111=11EL.1 <br />25' LAP <br />SBB�M�NGIEBNEWTICIN - CMU 11 LI 2/2021 REM IN M @ SHOW -�\IWTING SEM @ SM 05114/2024 <br />SIRE <br />�M - <br />FMM-130 FMM-260 &.10; TO SCALE FZ;�W <br />Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEEAffidi-- <br />29349 <br />D IBRAHEM ELAYEB, PE— <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />No. 860 <br />T TIE OF <br />0 R 11) <br />C$' <br />E;-, <br />t�f,� 71JE <br />1! r <br />2 <br />r.E <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />C <br />z <br />0 <br />z <br />z <br />j <br />*-4 <br />U <br />Lu <br />'n <br />V) <br />Ir <br />Ix <br />0C <br />r- <br />E-4 <br />r- <br />F-4 <br />C) <br />�DRAVVN BY: � FAE <br />VERSIO <br />SHEET NAME <br />FOUNDATION <br />DETAILS <br />HEET <br />S i No <br />
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