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37756 Dusty Saddle LN
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37756 Dusty Saddle LN
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Last modified
3/21/2025 1:04:09 PM
Creation date
2/19/2025 8:44:19 AM
Metadata
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Building Plans
Street #
37756
Location
Dusty Saddle Ln
Contractor
AMH DFL GC LLC
Building Plans - Permit #
8293
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CMU BLOCK <br />SLOPE <br />ZD <br />3/4' RECESS IN SLAB MONOLITHIC FND. .1 (2) <br />I "Trl #4 CONT, ON CHAIRS <br />RECESS VW PAVERS 2STORY <br />11/0112023 <br />FMM-060 <br />WALL & <br />FTG <br />2x FRAME WALL wi P.T� ANCHOR BOLTS OR STRAPS, <br />SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.O. <br />STEP PER PLAN <br />-ij I <br />12)-#4 CONT. ON CHAIRS <br />I -w 0 3).#4 AT 2 STORY' - <br />2 STORY <br />—#5 ALLOWED ILO #4 <br />THCOED SLAB @ GANE PMNG) 11/01/2023 <br />K:�/140; TO SCALE F;�-OW <br />WALL PER PLAN. POST BASE CONNECTOR SCHED ALTERNATE TO <br />FTG EXPANSION E 0 CORNER BAR w/ LAP <br />ANCHOR4'MIN POST PER PLAN aA IC WIND SPEED CORNER SPLICE. <br />ANCHOR BOLTS OR STRAPS. ZK FRAME WALL w/ P.T PSER GEN NOTES PROVIDE CONT. STEEL SPLICE EA. SIDE SAME <br />BA T <br />EPDXY ANCHOR POST BASE SIZE PER POST REINIF SIZE AS COIIIT. FTG STEEL <br />M RS -- A <br />IN MPH 140 MPH 0 PLY <br />SEE GENERAL NOTES. U.N 0, SILL PLATE, PER PLAN 1-3/4 CHART U.N.G. PER PLAN SIZE CORNEBRASRTSOBCEOMTPALTY <br />CONC SLAB PER PLAN TH THE <br />FINISH GRADE CONC. SLAB 4x4 ABW"Z ABU44Z w/ THE INTENT OF THE <br />PER PLAN BU <br />.0 <br />ILDING CODE <br />T 7 RE I I .— — NUMBER OF CORNER <br />FIER TO DETAIL FOR MINIMUM EDGE DISTANCES IN UALS NUMBER <br />ANCHOR TYPE SELECTION BARS EQ <br />a? z STD. SLAB 13EYOND OF CONT. 11ARS <br />TYPE ABW POST BASES USE 1/2X3-3/4' EXPANSION <br />FTG & REINF ANCHOR OR I Z ATR DRILL & EPDXY W1 3'MIN EMBED NUMBER OF <br />(2) #4 CONT. wz <br />PER PLAN TYPE'ABU` POST BASES USE 1/2X5-112' EXPANSION CAL LAP SPLICE REBAR PER PLAN <br />ON CHAIRS— FT/FTQ LOCATION VERTI <br />—#5 ALLOWED ILO #4 ANCHOR OR 518* ATIR DRILL & EPDXY W1 V MIN EMBED DOWEL AS PER PLAN <br />—#5 ALLOWED ILO #4 RECID IN PLAN <br />&THMED SW @ 1W. W&L @MNG) 11101/2023 �PWFTG @ PMAM 11/0112023 FENRAMOU @ FTG. CMEM 11/01/2023 <br />N.; TO SCALE FMG-110 FGG-120 <br />8' CMU VERT REINIF PER PLAN <br />EXTERIOR FINISH (PER ELEV.) (1) #4 REINFORCMENT SEE FOUNDATION PLAN 9 1/4' <br />CONIC SLAB —\ '1� BAR CONT. TYP z EE FOUNDATION PLAN FORM SLAB <br />PER PLAN FINISH GRADE PENETRATING FINISH FLOOR RECESS wl 200 @ <br />-50- -0 -V PIPE LOOP TIE AS SHOWER LOCATION <br />S <br />REOUIRED OL 0-T - - ----------------------- ------------ (Y4r <br />ING PIPE" <br />PEN T <br />z <br />PVC SLEEVE— <br />P c LONGM)DINAL TRANSVERSE <br />V <br />MONOLITHIC SLEEVE" <br />SIDE VIEW FND. PER PLAN FRONT VIEW MONOLITHIC <br />"VERIFY LOCATION IN FIELD FND. PER PLAN <br />8MwjPDMT0-CMU 11/12i2021 &RESMO IN SW @ SHM 2/2812022 <br />FZ-7I 30 FMM-260 <br />'OR<) Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEFMWG,--r= <br />29349 <br />13 IBRAHEM ELAYEB,-PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />Z7 <br />0 STATE OF <br />40RID <br />z <br />f q t 1 <br />h, <br />". i ; �' - v6 2- <br />. 14 . . -.- <br />si�,0 <br />E <br />E <br />Michigan <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.fieldstoneae.com <br />en <br />C) <br />z <br />4 <br />0 <br />Z <br />> <br />J <br />uj <br />C <br />V) <br />ac <br />U,, <br />< <br />C <br />0 <br />W. <br />—1 <br />DRAWN BY: I FAE <br />- _E] <br />FVERSIONL.5.0 <br />SHEET NAME <br />FOUNDATION <br />DETAILS <br />SHEET # <br />S1.0 <br />
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