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37793 Dusty Saddle Ln
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37793 Dusty Saddle Ln
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Last modified
3/21/2025 1:29:47 PM
Creation date
2/19/2025 12:05:36 PM
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Building Plans
Street #
37793
Location
Dusty Saddle Ln
Contractor
AMH Dev Fl GC LLC
Building Plans - Permit #
8430
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STRUCTURAL SHEATHING, SEE <br />DETAILS FOR ATTACHME <br />NMI <br />PRE-ENGINEERED MIONDMM�MMTM IRCRKSEUMIERMW <br />1 1/2' WOOD TRUSSES WMFORAT11I <br />AT 24'O.C. MAX. <br />2x RI - on - 1116,900iffinI00111 1/4' <br />2x BLOCKING AT ATTACHBBON BOARD IIIIIIIIIIIIIIIIIATKOP WX N <br />SHEATHING EDGES W/ (3) ED TO TRUSS jP16 <br />8d NAILS INTO TRUSS 1 1/2' + <br />./ (3) 10d NAILS, 24' " �14 3/4' <br />O.C. CENTER MAX. OR - <br />CONTINUOUS 20025��. -- <br />STRUCTURAL SHEATHING SPACING 22112' <br />CONTINUOUS STRUCTURAL WNU31111111) ILL�MNEME�IDXW.VALNMMGEOFMEM L 22 /2* <br />IN L PER TYPICAL SHEATHING AT L OPTIMA OPT11MAL <br />A] T P aw <br />r !UNC.L ER =M <br />TAIL TYPICAL SHEATHING DETAIL 0wwfflMMxw=fiFRKGftw7w =11101911MUM. 22 TRUSS OR <br />HEATHING�YDP'TAIL <br />AN TYPICAL TRUSS TYPICAL TRUSS FIRTOPCMPLIGAM k MMn?MINMCMMUFMIM1010PROOKMOFTIEVRL OPITI L RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />CHOP PER PLAN I DETAIL AT TRUSS HEEL � 9 =114' ANCHOR PER PLAN 30, M TRUSS 0 <br />P91=11I.MMINTAL RAFTER <br />FWASPEI , NLVMBOMKDANIDMLWMM=MWMAMN (2) SDWC15600 (2) SDWC15600 (2) SDWC15666000 <br />NOTE_' PIR NWTMK��FU�IDIOPRAMWOWMB SDWC1 <br />REFER TO ARCHITECTURAL DRAWINGS ANDIOR TRUSS MANUFACTURER DRAWINGS FOR PUR =�nTAL�=MNNIVM T T <br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) lawmKIDMIERMNI) OVER= OVERHANG OVERHANG OVERHANG OVERHANG <br />STRUCTURAL SHEATHING, SEE DEMUFOR)TOONES PER PER PLAN PER PLAN PER PLAN - PER PLAN <br />PLAN AND DETAILS FOR 112"-1 3/4" 314"-f1/4,7'_\3/4'-1 114 1 ..1. 1/2"-l" 112"-7/8' 1/2-7/8' <br />_HMENT <br />A ID <br />S <br />i ( T <br />S 3) '4' <br />S X 314 + <br />:'Us "4 <br />IING L <br />CAL .0, 'A <br />P <br />TYP 'R <br />A L <br />WIL <br />Xx 'OR <br />RM SO' <br />IN <br />PE <br />�tlll� 3/4 1, <br />ATTACHMENT NXITUMATIror, 101028MOMFOATINA 3013LESDIIII11C)IFAM7011 WIMSMONMTONA <br />PRE-ENGINEERED WOOD NIX M=WWRASM M=xMV0Rq MWMMWrrHrftq <br />TRUSSES AT 24"0 C. MAX IMAVOPERFUN INTALMIRMTOPRMWIDIRSIMM 1M1�R=TVPLATEKM7NA8r4M WMIRM11FRXEMM NM 1111100 TOP FU17E KM INAIIIIAIFIER <br />TRUSS ANCHOR INIIIIIIIIIIIIII0114M 10111081IRM <br />PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />F I . M 4�=-- <br />PEItTMASOMDErAl. <br />BOND BEAM <br />PER PLAN L AT TYPICAL TRUSS <br />DETAI <br />./ HEEL � 9 1/4 <br />ROOF TRUSS ON MWRY 11/01/2023 ROOF TRUSS ON FRAMING 1RI 0 13 TRUSSMAMR TO DOUBLE TOP PLATE SC%W CONNECTIONS 11101/2023 <br />L <br />RX-010 E� WW-020 FIZZ030 <br />W—L0 .0 <br />aww" :1419VILM <br />-------- -- - ---- <br />EUBQ <br />OMTOEWTRM <br />am <br />w1mummowor. <br />1111017MISIRM <br />VAM11109.10LOTIMIliMIL10=111101 <br />WMDMOFWIORMMLED70 <br />RRNIi*I11MML*r0LC, <br />`\ TRUSS VAM SET DER RME 1110112023 <br />Rub <br />NOT TO SCALE AWG-060 <br />T-INHOUSE --,��3 <br />11M <br />2 <br />( - za-__ <br />4) <br />ffiff <br />0) <br />ME190 <br />BOM HF <br />VANDMilITNI111111121 I -_x_ - FINIAMNE"M <br />1MMUEWMTRM (EPILMR)RAMIDER <br />FIE YMMA72fO.0 <br />BUMPERPUNAND x <br />SOMME sampapim <br />rclIUM111.411IMPUNFORWIT. <br />w IETAUff"M <br />WALL BRACMG @ NON-BRG. EXT. WALL (NON -SHEAR) 11101/2023 <br />R07 — _z;;-- <br />NO; TO SCALE RWM-070 <br />R13 - TWSWFeAF <br />NOT TO <br />ww 1110114 <br />2 /_1 <br />< <br />T <br />CME <br />10711111917M <br />MU <br />WFISIBUM1113 <br />1 <br />1 2 <br />3 <br />meewilum M <br />for, <br />r or, <br />fIX <br />XIEWIIIIIIIIIIINEVA" <br />ON <br />MMD <br />rout <br />f04 <br />for <br />IIEX W91IIIIIIAMMID1111 <br />wn <br />I.LMMEOFKMMMBEPSFBWIMMVUMORRWMTWM <br />&RSMD02AW3NEWAMUOFMROMYVK�TWWFUFKVEX <br />CONTINUOUS A T CONT. 2X4 1 (2) <br />CONT. 2X4 (MIN) S RUCTURAL 12d NAILS IrSAMWOPMPLM <br />(2) 10d N�ILS SHEATHING PER PLAN STRUCTURAL <br />STRUCTURAL SHEATHING PER PLAN <br />SHEATHING, SEE <br />PLAN FOR <br />2X4 OUTRIGGER AT 24"O.C. REO'D, SEE REQUIRED <br />I <br />ATTACHMENT OVERHANGS GREA: ZT. BRACING PER TRU S 01ARR <br />'RT <br />U S -,7 <br />FIER <br />(2) A35 @ OUTRIGGER MANUFACT <br />EA. TE URSER <br />S1.0d TOENAILS @ T ATTACH TO GABLE DROPPED TOP C.OR TO <br />O.C. TRUSS TO TRUSS / (3) <br />TOP PLATE HOR ZONTAL BRACE, w/ TYP TRUSS CONNECTOR PER PLAN 10d <br />H - _' - UALARIBIRIMMORNOt <br />'Z <br />ONEI SIDE TOENAILS <br />ALONG Top PLATE SHEATHING PER PLAN 0IwMM&MLwM10Ui=Kr; <br />ONE EA. SIDE STRUCTURAL VD00611MUP101f <br />WALL FRAMING ALONG TOP PLATE DROPPED TOP GABLE w/ RS <br />PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REDD AT 170 MPH OR GREATER Off.01419MINKS <br />EDGE NAILJNG <br />SHEATHING EDGE <br />(2) 10d NAILS <br />IN LIEU OF BLOCIUNG AND <br />w/ (2) 10d @ EA. <br />EDGE NAILING SHO <br />END TO ADJACENT <br />2X4 LADDER FRAMING AT <br />WITHIN THE GABLE, IT Is <br />TRUSS WEB <br />24* D.C. REOD AT <br />ACCEPTABLE To USE <br />(OR B OTTOM <br />OVERHANGS UP 70 1W. <br />"EDGE NAIL SPACING TO <br />CHORD NAILING <br />I <br />ATTACH TO TRUSS <br />BOTTOM CHORD OF TRUSS <br />ASSHOWN) <br />ATOP <br />CHORD / (2) 16d N ILS <br />TO TRANSFER LOAD. <br />2X4 BLOCKING @ <br />AT 16'O.C. <br />TOE -NAIL <br />SHEATHING EDGE <br />GABLE TRUSS w/ <br />VERTICAL WEBS AS <br />EDGE NAILING <br />(2) 1 Od @ EA. END <br />NOTED IN THE <br />SHEATHING <br />TO ADJACENT STUD <br />FRAMING SHEET <br />13) 1 Dd NAILS@ <br />SPIUCED SHEATHING <br />131 1 Dd NAILS@ <br />TRUSS NOTES <br />- PERMANIENTTRUSS <br />BRACING PER TRUSS <br />MANUFACTURER q 10-0. <br />MAX. SPACING. <br />(1) ADDITIONAL FLAT 2X4 <br />WITH BLOCKING <br />EXTENDING A MIN, OF (3) <br />TRUSS BAYS PLACED <br />BETWEEN PERMANENT <br />TRUSS BRACING <br />EA. TRUSS <br />A *ZRDFA1RUSS C� NAIL BOTTOM CHORD PVMa1FrPLATEVWMLx1rNC010L1S@ 01. (RESULTING IN F-0- MAX. <br />OF GABLE TRUSS �/ Iffil(IffIfFILVISM \- HORIZONTAL Zx <br />12d's AT 4' D.C. ROMOSRAIE <br />35 A35 MASONRY BLOCKING BETWEEN <br />EE I RKLME.0111.011111=1181111161111A FIRST 3 BAYS OF <br />PLANF0 FMN8M#W&WMwMjEpLMN0MTAL FRAMING TO <br />FO <br />P <br />_T <br />T <br />MFOODI �A TACH-ENT OF ALL PERMANENT BRACING <br />S T UC <br />" L IGO C <br />TRUCTURAL SHEATHING.] &4"OC <br />GOLE END TRUSS BRACING DETAIL /01/2023 <br />R09 — 11 ;_ <br />NOT TO SCALE R M 090 <br />BLOCKING AS REQUIRED <br />URACING BY TRUSS <br />FACTURER. <br />SEE REQUIRED <br />BRACING PER TRUSS <br />MANUFAC TURER <br />A_A <br />!,I <br />(i.e. BSCI REQ'MTS) <br />--t- Al <br />. I <br />, H-H-t <br />EATHISTRUCTURAL TVPTRA <br />SH NO PER PLAN VALAMBIRMIN1111iffIrOVISIDN VARMINIJ1111011011130U.00111BLEMOR WMI)IIIIIIII 111110116*111111110 <br />CONT. 2X4 / (2) W111100111011MV.01101MR10 KMMATfOP IIIIIIISLUMULUNIM11110"INOW7111M <br />12d NAILS 10pamoplidwisffirca *80NINICESUMEXIIIIIII.MMMSDEOF <br />awn <br />SEE REQUIRED SILCIIIIIIIIII 1. ATVSnCUffID <br />BRACING PEI TRUSS 1FLOEINEVATI" <br />&MVSMCB14MI14LIEOPEVA'VBCNVMAMffDKMVMWAME <br />L <br />MANUFACTURER <br />NUMffTIEPrMAWMMWOMVWM'MIBMTtNMMATrAOITIE <br />101EVAT1031VALS UIP11115MVEM <br />H <br />FSERMFORMW <br />FX430immmimmmfq <br />UNIX <br />FAVA <br />(IIIIIENVU1116) am <br />ROM <br />WIMMA <br />IMNOM FRE,9011IMM 17 T24 <br />PEItKM =wX <br />F 011ITSUPSIRM <br />&�S_IEIMIII ITTA111EIT DRIIAI P=N0FIMWHEVq 11/01/2023 RRKM <br />RX-_1 10 1 WKWOM FWMPMPLM <br />SDUD HIP TRUSS WONG DETAIL @OSTON Hl� 11/01/2023 <br />R10 <br />INO�TOSCAUE RWM-100 <br />RIMMKOEMPUIPUll <br />&ROMIENMEVIIIIIIIIII <br />118111910RIM11111 <br />FUMNLW1W4VL4EffATN'9KF <br />LKIN11119FATSIM44WEP)VAT11M <br />K'L'II1=Vfl2d#tr=fflM@1WVi <br />HMMORM AINMM <br />NERINFIXOR011191TOF& <br />IM17MMEAM I.-Mmerinfffifflomw <br />1111917ft <br />RUCTUML M END TRUSS DETAIL 11/01/2023 <br />�Z�.;76 Sc4WEATHED STRUCTUR& W RZ-093 <br />COO Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />4 <br />R <br />E <br />E <br />15 <br />Z 2 <br />'2 <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum Hills, Ml 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 />0 <br />z <br />Z <br />w <br />V) <br />9z <br />0 <br />COO <br />cn <br />C' <br />rn <br />C) <br />F_ <br />L <br />DRAWN BY: � FAE <br />N: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET # <br />S4.1 <br />_j <br />
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