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37794 Dusty Saddle Ln
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37794 Dusty Saddle Ln
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Last modified
3/21/2025 1:32:46 PM
Creation date
2/27/2025 11:15:41 AM
Metadata
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Building Plans
Street #
37794
Location
Dusty Saddle Ln
Contractor
AMH Development FL GC LLC
Building Plans - Permit #
8429
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CMU COL. CMUCOL <br />CMU' VERT. PER PLAN LAN CMU COL. <br />EINF. PERPLAN PER PLAN <br />E VERT. REINF. VERT, REINF. <br />COURSE PER PLAN P:1P1E.S PER PLAN VERT. REINF. <br />R s. START R <br />INISH GRADE <br />ALT. CMU SEAT A, 01-2�� SLOPE SLOPE PER PLAN <br />@ 1 112" FROM <br />TOP OF SLA13 <br />177 <br />CONCRETE <br />CONCRETE <br />FINISH GRADE w <br />: - FOOTING �wn <br />FOOTING w M g <br />PER PLAN 7 <br />PER PLAN PER PLAN <br />"11A MONOLITHIC FND. PER PLAN PER PLAN <br />2STORY (2)-#4 CONT. ON CHAIRS CONCRETE PAVERS PER PLAN <br />80MUNWOR101111WAURG W01/2023 MWNRY CMER COLUMN 2/2812022 <br />FZ010 F�� D33 <br />U, VERT C U. <br />Ir CM 8' M VERT <br />REINF. PER REINF. PER PLAN <br />POURED CURB OR CMU BLOCK 91 CMU STARTER COURSE <br />FINISH GRADE -a-W POURED CURB OR CMU BLOCK <br />FINISH GRADE <br />19 8p 2� <br />Z? Z <br />MONOLITHIC FND. .1 (2) 1� "��MONOUTHIC FNQ wl (2) <br />"I'VI #4 CONT. ON CHAIRS #4 OONT. ON CHAIRS <br />2 STORY 2 STORY <br />EXTER0RMWNRYWA1@GWGE 11L01f023 <br />'. 7 <br />FMM-040 <br />DOOR PER SPEC. <br />DOOR THRESHOLD <br />ENTRY 0 CONCRETE <br />2 <br />onp <br />JORD"SIU <br />8" CMU, VERT. <br />8'CMU,VEITr <br />REINF. PER PLAN <br />REINF. PER PLAN <br />10 1/2' <br />POURED CUR OR <br />B <br />POURED CURB OR <br />CMU BLOCK <br />CMU BLOCK <br />S-Lo- <br />SLOPE <br />SLOPE <br />ZD <br />MONOLITHIC FND. (2) <br />3/4" RECESS IN SLAB <br />"VA <br />MONOLITHIC FND. (2) <br />#4 CONT. ON CHAIRS <br />#4 CONT. ON CHAIRS <br />RECEBB �/ SLAB 2 STORY RECESS SY PAVERS 2STORY <br />SD <br />G W_�GE DMWR RECESSED SILL 11101/2023 <br />F�Z(31) <br />DOOR PER SPEC. <br />DOOR THRESHOLD PAVERS PER SPEC <br />S, <br />SLOPE (THICKNESS VARIES)( WALT Z.RICK <br />�ESHOUD <br />LZ L 67— <br />"11F. BMW 4D PAVERS <br />ALT. F SH BRICK <br />2STORY K�w W <br />THRESHOLD <br />SGD PER SPEC. <br />PAVERS PER SPEC. <br />GROUTBED (THICKNESS VARIES) <br />I&, 014Y SLOPE <br />SLIDING GLASS DOOR <br />2STORY <br />2128/2022 <br />FMG-070 <br />re- WALL & <br />FTG <br />2x FRAME WALL w/ P T. ANCHOR BOLTS OR STRAPS, <br />SILL PLATE, PER PLAN SEE GENERAL NOTES, U.N.0, <br />STEP PER PLAN <br />-ji <br />�2)44 NT. ON CHAIRS <br />3)-#4 AT 2 STORY" <br />2STORY <br />-#5 ALLOWED ILO #4 <br />--'\THICKENED SLAB @ GARAGE PMNG) 11/01/2023 <br />F09 <br />NOT TO SCALE FMG-090 <br />q WALL & PER PLAN. <br />FTG EXPANSION POST BASE CONNECTOR SCHEDULE ALTERNATE TO <br />ANCHOR WMIN BASICWINDSPEED CORNER SPLICE CORNER BAR w/ LAP <br />ANCHOR BOLTS OR STRAPS. 2x FRAME WALL w/ RT. POST PER PLAN PER GEN NOTES PROVIDE CONT. STEEL SPLICE EA. SIDE. SAME <br />EPDXY ANCHOR: POST BASE, SIZE PER REINF. BARS SIZE AS CONT. FTG. STEEL <br />SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN 1�3/4, 1 POST —140MPH� -14.MP. BENT AT <br />CONC SLAB PER PLAN MIN CHART U.N.O. PER PLAN SIZE CORNERS To COMPLY <br />FINISH GRADE CONC. SLAB 4x4 ABW"Z I ASU44Z W THE INTENT OF THE <br />LO PER PLAN BUILDINGOODE <br />7 NUMBER OF CORNER <br />REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN 7 BARS EQUALS NUMBER <br />ANCHOR TYPE SELECTION <br />z <br />t, STD. SLAB BEYOND <br />F CONT. BARS <br />TYPEABW` POST BASES USE 112"X3-3/4E)(PANSION <br />-U. FTG & REINF ANCHOR OR 1/2"ATR DRILL & EPDXY W1 TMIN EMBED NUMBEROF <br />(2) #4 CONT. w . ! VERTICAL <br />-#5 ALLOWED ILO #4 1 1 - PER PLAN - TYPEABU'POST BASES USE 1/2"X5-1/2`EXPANSION - J; REBAR PER PLAN <br />ON CHAIRS" pl. ANCHOR OR 5/8- ATR DRILL & EPDXY W1 Ir MIN EMBED DOWELAS LpAERSPLAN <br />#5 ALLOWED ILO #4 REDD IN PLAN <br />S--',TH1CMKENE0D ILWAB @ INT. WALL @MING) 11/01/2023 POSTIFTO @ PMCWM 11/01/2023 FORCEMENT @ FTG. CMERS 11101/2023 <br />N F�;-11I) (SM �zl 20 <br />8'CMU VERT. REINF. PER PLAN <br />EXTERIOR FINISH (PER ELEV.) SEE FOUNDATION PLAN 91/4' <br />9 "4" <br />CONC SLAB (1) #4 REINFORCMENT SEE FOUNDATION PLAN FORM SLAB <br />PER PLAN FINISH GRADE PENETRATING FINISH FLOOR BAR CONT., TYP. RECESS w/ 2x10 C& <br />S Ov <br />-(y4r PIPE LO P TIE AS SHOWER LOCATION <br />I . 0._O" <br />REQUIRED 0--V' - ---------------- ----- .0 <br />PENETRATING PIPE - <br />PVC SLEEVE- U <br />VC <br />LONGITUDINAL TRANSVERSE <br />F <br />MON LITHIC <br />SIDEVIEW 0 SLEEVE- FRONTVIIEW MONOLITHIC <br />FND. PER PLAN "VERIFY LOCATION IN FIELD FND. PER PLAN <br />8BBEWjM1N1 MENTION - CMU 11/1212021 &RECESS IN 1W @ SHOMR 2128/2022 <br />F;Z7130 FZ7260 <br />Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINQi� <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />S� <br />1% 40 <br />No. 86 <br />OF <br />P1 n <br />........... <br />JIM. <br />2' E I <br />o <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, FIL 33637 <br />+1813.466.3310 <br />www.fieldstoneae.com <br />r- <br />I:t <br />F-4 <br />I <br />C) <br />2 <br />z <br />z <br />> <br />Z <br />0-4 <br />0 <br />w <br />-.� 0 <br />w <br />7 <br />DRAWN BY: I FM� <br />FVERSION: 5.Oj <br />SHEET NAME <br />FOUNDATION <br />DETAILS <br />, 0- <br />
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