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37726 Dusty Saddle Ln
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37726 Dusty Saddle Ln
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Last modified
3/21/2025 12:37:41 PM
Creation date
2/19/2025 8:42:17 AM
Metadata
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Building Plans
Street #
37726
Location
Dusty Saddle Ln
Contractor
AMH Development
Building Plans - Permit #
8145
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WALL 8 <br />a FTG <br />DOOR THRESHOLD w DOOR THRESHOLD c 3' a GROUT BED (7H`CKNESS VARIES) 2x FRAME WALL w/ P.T. ANCHOR BOLTS OR STRAPS, <br />a i SILL PLATE, PER <br />PLAN <br />SEE GENERAL NOTES, U.N.O. <br />a-0' PAVERS PER SPEC. <br />SLOPE 01-a gLppE (THICKNESS VARIES) 0'-0' STEP PER PLAN <br />SCOPE <br />ALT. BRICK SLOPE <br />THRESHOLD <br />_ � b <br />.4' d W-11 <br />-•�13'• 2)-#4 CONT. ON CHAIRS <br />1'-0' 1'A' R 13)-N4 AT 2 STORY" <br />t.r. ® ENTRY ®CONCLE7E 1, J. W L3'RRI. O PAVERS 14• ® SUIDMG GLASS DOOR 2 STORY <br />SJUr�D 2 STORY 2 STORY ALT. FLUSH BRICK 2 STORY �L,LL�/�� �� �p /..#5��ApLLLO/W�ED ILO N4 /� <br />�� DONI THRESHOLD 2/28/2022 �11 FIM1L1\� JLJ10 CJ W1fY11iLNli) 11/01 /2023 <br />rvD w ._,... <br />FMG-070 NOT TO SCALE FMG-090 <br />WALL 8 PER PLAN. POST BASE CONNECTOR SCHEDULE ALTERNATE TO <br />FTG EXPANSION CORNER BAR w/ LAP <br />ANCHOR 4' MIN6-STTTEIA <br />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 EPDXYE, SIZE PER , SIZE AS CON7. FTG. STEEL <br />-3/4- MIN.O. PFA PLAN POST REINF. BARS BENT ATCONC SLAB PER PIAN <=1,0 MPH > 140 MPHSIZECORNERS TOCOMPLYFINISH GRADENC. SLAB 4x4 ABW44Z ABU442 /THE INTENT OF THE R PIAN BUILDING CODEsx6 ABWLiBZ ABU66Z REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN NUMBER A CORNER <br />w ANCHOR TYPE SELECTION =BARS EQUALS NUMBER <br />t7 r ? zD. SLAB BEYOND OF CONT. BARS <br />n TYPE'ABW POST BASES USE 1/2'X3-3/4'EXPANSION <br />(2) N4 CONT. w zG 8 REINF ANCHOR OR 1/2' ATR DRILL L EPDXY W/ 3- MIN EMBED NUMBER OF <br />ON CHAIRS•• POBTIFTfi LOCATON R PLAN TYPE'ABLP POST BASES USE 1/2•%5-1/2' EXPANSION VERTICAL Lqp SPLICE REBAR PER PLAN <br />• 05 ALLOWED ILO N4 ANCHOR OR 5/8"ATR DRILL S EPDXY W/ W MIN EMBED DOWEL AS PER PLAN <br />^L/�� ��{ /� y��}�['�/� p/�/�L����L�� ••N5 ALLOWED ILO M4 p[L �/�R/EOI) IINNrPLAN �7/� /�/�p���p� <br />F10 THICOED SM@INT. WAII@MNG) 11/01/2023 I_WIIFM@PORCWLAI'U11 11101/2023 r1GINFORVCLrLCL�I@D FLAT. Wr11\Lr117 11/0112023 <br />NOT TO SCALE FMG-100 `/ FMG-110 �J FGG-120 <br />Ir CMU, VERT. REINF. PER PLAN <br />EXTERIOR FINISH (PER ELEV.) SEE FOUNDATION PLAN 9 1/4' <br />BAR <br />CONC SLAB - (1) ♦4 AR CONT., <br />ONT., 7VP. z SEE FOUNDATION PLAN FORM SLAB <br />PER PLAN PENETRATING FINISH FLOOR BC <br />FINISH GRADE PIPE LOOP TIE AS d SHOVER LOCATION <br />`► - ' REQUIRED OIL 0'-0' w 0'-0' <br />- _-a _______________________ ____________ <br />PENETRATING PIPE- -. % -: <br />5 <br />PVC SLEEVE.- a <br />Pvc LONGITUDINAL TRANBVE'RBE w <br />BIDE VIEW MONOLITHIC SLEEV <br />FND. PER PUN E•• FRONrVEw MONOLITHIC a <br />"VERIFY LOCATION IN FIELD FND. PER PLAN <br />BMNGFEIMTION-CMU 11/1212021 ��RECESSINSLAB @$NM 2/28/2022 <br />FMM-130 FMM-260 <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERIN=� <br />29349 <br />D IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/15/2024 <br />DATE <br />i <br />4_ <br />Q STATE OF !p <br />I�4ORSID •' �2�� <br />111111 <br />�gF2fi 2E.5 fi€E` <br />�cFaca3Eeo�$��� <br />oSee �6"XLs <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 />C7 <br />O <br />ZaQM <br />J <br />LU W Q <br />J J <br />C <br />U <br />0QLL <br />w J <br />vi <br />0p= <br />Q CC <br />W <br />Er CD <br />a 04 <br />[~ <br />O <br />c7 N <br />Ci <br />04 <br />G <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />FOUNDATION <br />DETAILS <br />SHEETIY <br />Is <br />7 <br />
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