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2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER <br />(8)10d (0.14"1 NAILS (2) 2X8 BEAM <br />TO WOOD FRAMING OR <br />I <br />(3)1/4'x2-314'CONCRETE R LANDINQ�_ <br />SCREWS TO SLAB 2X12 STAIR <br />S." <br />PER ARC PER ARCH. STF 4GER <br />PLANS PLANS tit <br />�(2) 2X8 BEAM <br />2X6 FLOOR JOISTS 0 16' D.C. ZK LEDGER ATTACHED TO 2)(6 FLOOR JOISTS <br />TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER W (2)16d (91 16' D.C. TO BEAM <br />NAILS @ Ir D.C., STAGGERED W LUS26 HANGERS <br />STRUCTURAL SHEATHING. REFER $,T OFFLOOR FLOOR <br />12 TO STRUCTURAL SHEETS FOR V, PER PLANb A35 CLIP EA STR <br />PLANS <br />P R NAILING & 2X LEDGER, MAX. <br />ELEV. OTHER REG. To TRUSSMOIST <br />ER I=NG <br />ROOFTIUE (OR SHINGLE PER SPEC.) PER MANUF <br />TRUSS STRAP PER STRUCT. DETAIL <br />FLOOR TRUSS PER MANLIF. FLOOR TRUSS FLXOOR GIRDER/RIM <br />PER MANLIF. PER P7LAN <br />It R �(w J(v 1�g lu� I. �PFTWALL CONT Z, BAND BOARD W/ <br />0 LSC STRAP (P EA <br />LA F..) (4) 10d NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINGER TO BACKER <br />INSULATION AS 2X6 LEDGER ATTACHED TO FLOOR TRUSS �/ 10d NAILS <br />U <br />PE Z' O.C. ALONG BOTTOM <br />PER SPEC. FASCIA PER COMMUNITY SPEC. BAND w/ (2)1 Od NAILS @ 3 <br />4' 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 I1Z MIN. <br />SPABLE HANDRAJL 1 1/2' MIN <br />I I/4'IGRAT0 1 1/2' MAX. DLA. - HANDRAIL BRACKETS <br />TO BE CONNECTED TO r RETURN HANDRAIL <br />FRAMING PER MANUP INTO Ix BACKER BID. <br />RECOMMENDATIONS <br />FLOOR JOIST OR TRUSS SYSTEM /4'- 1 1/4'NOSING <br />& DIRE"ON PER STRUCTURAL STRUCTURAL 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 140T BE <br />RIM BD OR TRUSS PER STRUCT. FOR NAILING & OTHER REG. NAILING & OTHER REG. GREATER THAN 31W. GREATEST VARIANCE SECTION PLAN <br />INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REQUI11FIERIENTS <br />PER SPEC. RISER SHALL NOT BE GREATER THAN 3/8*. <br />TOP OF CMU P:FEEENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES. <br />(REFER TO ELEV.) R R 0 TRUSS MANUF DWGS 12 REFER TO TRUSS MANUF. DING TYPM STAIR DUAILS 1110112023 <br />12 PER PER 8P!PALLS1_ <br />;Z��—EUEV. ASPHALT ROOF SHINGLE ELEV ASPHALT ROOF SHINGLE — <br />(OR TILE PER SPEC.) (OR TILE PER SPEC.) WSG-101 <br />T F CMU TRUSS STRAP PER TRUSS STRAP PER <br />TO <br />STRUCT. DETAILS <br />IIRIP�FR TO ELEV.) STRUCT. DETAILS <br />BOND BEAM PER PLAN i �2 22 22 12 2 &, REFER TO t, REFER TO PLAN A35 CLIP EA IF% A35 CLIP EA FLOOR IF% <br />U STRINGER TO VMS 61EM. <br />ME STRINGER TO GIRDERIRIM <br />ER <br />ELEY <br />_R <br />6 FASCIA PER 2X LEDGER. PLANS 2X LEDGER. PLANS PER PLAN PLANS <br />FASCIA PER COMMUNITY SPEC COMMUNITY SPEC. MAX NAILING MAX. NAILING <br />SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. <br />PER SPEC. <br />13OND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS FLOOR TRUSS <br />PERIAIMINER ATTACHED PER MANUR <br />PRECAST LINTEL PER PLAN C"ANWkND TO FLOOR TRUSS .1 10d L&C STRAP *@ <br />INTERIOR EXTERIOR BOARD wl (4)1 Od NAILS 9 3' O.C. ALONG EA STRINGER <br />CAST ATTACHED BOTTO CHORD AND ALL TO BACKER <br />OPENING *1 PRE <br />R PLAN ?"%AND./ 12)10d WEBS <br />NAILS C& 4' OC <br />SEE STRUCT FOR DUAlffAGGERED <br />REINF, REO. SEE STRUCT. FOR STAIR 2128/2D22 <br />ALL REINF. RED Z�71.2 <br />SEE STRUCT. FOR ALL REINF REG INTERIOtR EXTERIOR INTERIOR EXTERIOR <br />SEE STRUCT DETAILS <br />FOR VARIATIONS SEE STRUCT. DETAILS SEE STRUCT. DETAILS <br />FOR VARIATIONS FOR VARIATIONS <br />(2) 2X8 BEAM <br />FIN. FL Or-(r FIN F Q-T FIN. F <br />N 2x LIE -IN THRUST BLOCK <br />FINISHED GRADE W/ (8)10d (0.148'x3j NAILS 1VLLV. 2XI 2 STAIR OW M., 2X12 STAIR <br />STRING <br />TO WOOD FRAMI OR SIZE ING <br />S __ <br />NG I PER A CH, T CI. PER ARCH. <br />MONOLITHIC FND., SEE MONOLITHIC FND., SEE 3)114*x2-3/4'CONCRETE PLAN R STRINGER STRINGER <br />STRUCTURAL D LS FOR MONOLITHIC FND., SEE STR CTURAL DETAILS FOR SCR LAB S 2xUEDGER PLANS (2) 2X8 BEAM <br />TACHED <br />WIDTH, DEPTH, & REINF. REG STRUCTURAL DETAILS FOR WIDTUH, DEPTH & REINF. REG. AT TO <br />FINISHEDGRADE FINISHED GRADE <br />WIDTH, DEPTH, & REINF, RED (2) 2M HEADER <br />2X6 FLOOR JO STS <br />I� <br />4P(WO.C. TO BEAM @ 16' OZ. TO BEAM <br />6.74011IMMISIGERS .1 LUS26 RANGERS <br />1/01 <br />A 2 STORY WALL SECTION 11/01/2M 1 STORY WALL SECTION 11/01/2= TYPICAL 1 STORY WALL WN STAIR DETAILS 11/121=1 <br />M-M Z�71(w <br /><00 Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />E3 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/24/2024 <br />DATE <br />no. no <br />E OF <br />RIOP" * <br />A <br />e <br />E <br />ism <br />a-4 - <br />12 <br />E <br />E <br />0 <br />le - <br />Michigan <br />3400 Aubum Rd <br />Suite 200 <br />Auburn Hills, Ml 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />�0 <br />CIA <br />E_ <br />0 <br />— <br />Z <br />0 <br />< <br />Z <br />Lu <br />00 <br />C) <br />Cn <br />w <br />w <br />C.1 <br />cr <br />C4 <br />< <br />ITI <br />V) <br />7 <br />L <br />_j <br />DRAWN BY: � FAE ] <br />VERSION: 5.0] <br />SHEET NAME <br />DETAILS - <br />misc. <br />SHEET# <br />S4.3.1 <br />