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2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER <br />�/(8)'10CI(O.14"INAILS (2) 2X8 BEAM <br />(To O:RAM OR <br />.0= <br />3)1 0� W LAND1,NQ <br />SCREW$ TO S $IWILANDHING- <br />a til� <br />PERARCH. PER ARCH. <br />PLANS PLANS <br />2X6 FLOOR JOISTS @ I Isr. 0. C. 2-x I EIR ATTACHED TO <br />TO 8EAM .1 LUS26 HANGERS (2) 2)(8 HEADER .1 (2)16d <br />NAILS 0 8' D.C., STAGGERED <br />I <br />S TRINGER <br />I, 2X8 BEAM <br />2. FLOOR JOISTS <br />@ IS- O.C. TO BEAM <br />./ WS26 HANGERS <br />STRUCTURAL SHEATHING, REFER OLTRP OF OOR 1 1$ OOR <br />12 TO STRUCTURAL SHEETS FOR E . LEV, PER FILMS A35 CUP EA STRINGER TO PLANS <br />PER NAILING & OTHER REO 2X UDGER, MAX NAILING r TRUSS/JOIST <br />I <br />P * <br />LEV <br />ELEV. PER MANUF <br />ROOF TILE (OR SHINGLE PER SPEC.) <br />TRUSS STRAP PER STRUCT. DETAIL FLOOR TRUSS PER MANUF. FLOOR TRUSS FLOOR GIRDERIRIM <br />PER MANUF. PER PLAN <br />it 11 it V it x V Kit 11 WALL CONT. 2x BAND BOARD w/ USC STRAP 0 EA <br />LA _$ XKTO ELEV.) (4) 10d NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINGER TO BACKER <br />INSULATION AS 2x6 LEDGER ATTACHED TO FLOOR TRUSS./ 1 Od NAILS <br />PER SPEC. FASCIA PER COMMUNITY SPEC 2x BAND w/ (2) 1 Od NAILS @ TO.C. ALONG BOTTOM <br />(914- O.C. STAGGERED CHORD AND ALL WEBS <br />SOFFIT & OVERHANG PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES, <br />REFER TO TRUSS MANUF. DWGS <br />I 11Z MON. <br />0' MIN, GRASPABLE RAND L. I I1Z MIN. <br />RAJ <br />TR 1 114' MIN. TO 1 1/2' MAX. DLA HANDRAIL BRACKETS <br />TO BE CONNECTED TO RETURN HANDRAIL <br />j FRAMING PER MANUF. INTO Ix BACKER SO. <br />21� RECOMMENDATIONS <br />FLOOR JOIST OR TRUSS SYSTEM /4'- 1 1/4'NOSING ir <br />& DIRECTION PER STRUCTURAL TURAL SHEATHING STRUCTURAL SHEATHING. REFER GREATEST VARIANCE BETWEEN LARGEST <br />REFER TO 2ND FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN <br />FOR NAILING & OTHER REO. NAILING & OTHER RED. GREATER THAN 31W. GREATEST VARIANCE <br />RIM SO OR TRUSS PER STRUCT. INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST K414DRAIL REOUIREMENTS <br />STRUC ////Z/- PER SPEC. RISER SHALL NOT BE GREATER THAN 3/8'. <br />4� TOP OF CMU PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES <br />r(REFER TO ELEV.) 12 PER REFER TO TRUSS MANUF. DWGS 12 REFER TO TRUSS MANUF. DWG TYPM STAIR WTAILS 11/01/2023 <br />ELEV. ASPHALT ROOF SHINGLE '_-j:�PER ASPHALT ROOF SHINGLE — <br />(OR TILE PER SPEC.) (OR TILE PER SPEC.) WSG-101 <br />-VIRFOP _QF CMU TRUSS STRAP PER TRUSS STRAP PER <br />FF. T. <br />FER TO ELEV.) STRUCT. DETAILS STRUCT. DETAILS <br />,)Onnnno nno nnnnnn nnn <br />ILILICILILICIL181 �jxww� REFER TO PLAN REFER TO PLAN A35 CLIP EA A35 CLIP EA LOOR <br />III, STRINGER TO STRINGER TO $EM96 <br />BOND BEAM PER PLAN 2X $MELE-v IRDFERIRIM <br />PLANS 2X LEDGER, PLANS PER PLAN PLANS <br />FASCIA PER COMMUNITY SPEC. FASCIA PER M. LEDGER, MAX MAIL] <br />COMMUNITY SPEC. NAILING NO <br />SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. <br />PER SPEC. <br />BOND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS FLOOR TRUSS <br />PRECAST LINTEL PER PLAN C"Mww ATTACHED PER MANUF. <br />TOFLOORTRUSSW 10d LSC TRAP @ <br />INTERIOR EXT ERIOR BOARD .1 (4)1 Od NAILS (0 3. 0 C. ALONG EA SS NGER <br />TRI <br />1 .1 ECAST 101114tNAAATTACHED BOTTOM CHORD AND ALL TO BACKER <br />SILL PER PLAN TMS%AND.1 (2)10d WEBS <br />4 <br />SEE STRUCT FOR MMSTO DMffAGGERED <br />ALL REINF. X SEE STRUCT. FOR 212812022 <br />REO ALL REINF. REQ. SO �Zl 02 <br />TR 'R <br />----- - SEE STRUCT. FOR Ali REINF RED INTERIOR EXTERIOR INTERIOIR EX7ERIOR <br />SEE STRUCT DETAILS <br />FOR VARIATIONS SEE STRUCT. DETAILS SEE STRUCT. DETAILS <br />FOR VARIATIONS F VARIATIONS <br />Q'-V FIN. FL Q:T FIN. F Q-T FIN F (2) 2X8 BEAM <br />2x LET -IN THRUST BLOCK <br />FINISHED GRADE FINI HIED GIIADE W/ (8)10d (0.148-x3l NAJLS a12 X' ST <br />TO WOOD FRAMING OR ING ING <br />LE <br />MONOLITHIC FND., SEE (3)114'.2-3/4* CONCRETE PER ARCH. PER ARCH. <br />MONOLITHIC FND.. SEE STRINGER STRINGER <br />PLANS 2x LEDGER PLANS X <br />B <br />STR CTURAL DETAILS FOR MONOLITHIC FND., SEE STRUCTURAL DETAI SCRE LA TAC�' (2) 2X8 BEAM <br />WIDTUH, DEPTH,& REINF. REO STRUCTURAL DETAILS FOR WIDTH, DEPTH & RELINSFFORFEIO ATTACHED TO <br />FINI HED GRADE $MMZE 2X12 STAIR $ffm 2X12 STAIR <br />WIDTH, DEPTH, & REINF. REO (2) 2X8 HEADER <br />'DIST, <br />SWUNOW0111386 IX OOR <br />IPWO.C. TO BEAM 0 16- D.C. TO BEAM <br />V409ffitFIRNGERS W LUS26 HANGERS <br />2 STORY WALL SEM 11/01 1 STORY WALL SEM 11101/2023 TYPM 1 ORY WAU RM 11/01/2023 STAIR OFAU 1111212021 <br />A STORY <br />ZG-041 V;S Z�o 10 WSM-020 WSG-104 <br />Fieldstone <br />3 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERI No <br />29349 <br />13 IBRAHEM ELAYEB, P <br />P. E.# 91476 <br />Af <br />0 BENJAMIN NIESE, PE 0 E OF <br />P.E.# 86025 40RIO 'Si <br />05/30/2024 <br />DATE 11111110 <br />Michigan <br />3400 Aul>urn Rd <br />Suite 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />FWda <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />M <br />z <br />0 <br />> J <br />z <br />Lu <br />C) <br />Lu <br />cc <br />M N <br />0 <br />DRAWN BY: I FAE <br />VERSION: 55:0] <br />SHEET NAME <br />DETAILS - <br />misc. <br />SHEET # <br />S4.3.1]_ <br />