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ZX12 STAIR STRINGER <br />2x LET -IN THRUST BLOCK <br />(S)IOd (0.14MI NAILS (2) 2XB BEAM <br />TO WOOD FRAMING OR <br />I <br />(3)1/4*x2-3/4'CONCRETE $MAI kTDlNQ, <br />SCREWS To SLAB I$ W. WIG 2X12 STAR <br />I SIZL <br />PER ARCH. PER ARCH. STRINGER <br />PLANS PLANS P <br />9_7 (2) 2X8 BEAM <br />i\\- 2X66 F(2LG001`R JOISTS <br />2X6 FLOOR JOISTS @ 16" D.C. 2x LEDGER ATTACHED TO <br />TO BEAM W/ LUS26 HANGERS (2) ZX8 HEADER w/ (2)16d 9 16- O.C. TO BEAM <br />NAILS 0 ir O.C., STAGGERED / LUS26 HANGERS <br />STRUCTURAL SHEATHING, REFER OLTQP OF OOR <br />12 TO STRUCTURAL SHEETS FOR -r E . LEV� PER PLANS A35 CUP EA STRINGER TO 0� MTS <br />NAILING & OTHER REG. 2X LEDGER. MAX. NAILING TRUSSIJOIST <br />ROOF TILE (OR SHINGLE PER SPEC) F PER MANUF <br />TRUSS STRAP PER STRUCT. DETAIL F;LOOR TRUSS FLO-OR GIRDDERIRIM <br />ER <br />InInn'l— FLOOR TRUSS PER MANUF PER PLAN <br />ulut v v X)o WALL CONT 2x BAND BOARD w/ PER MANUF. �� �j � <br />P TO LSC STRAP 0 EA <br />�(RE.R E.�) (4)110d NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINGER TO BACKER <br />INSULATION AS Z16 LEDGER ATTACHED TO FLOORTRUSS.1 10dNAILS <br />PER YSP-EC. FASCIA PER COMMUNITY SPEC. 2x BAND w/ (2)1 Dd NAIL' S 9 3- D.C. ALONG BOTTOM <br />9 4- O.0 STAGGERED CHORD AND ALL WEBS <br />SOFFIT & OVERHANG PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES, <br />REFER TO TRUSS MANUF. DWGS <br />I 11Z Mft <br />GRASPABLE HANDRAJ L, 1 11Z MIN. <br />1 1/4. MIN. TO 1 112' MAX. DIA. HANDRAIL B—KETS <br />TO BE CONNECTED TO RETURN HANDRAIL <br />FRAMING PER MANUF INTO 1 x BACKER BID. <br />RECOMMENDATIONS <br />FLOOR JOIST OR TRUSS SYSTEM 1P 1 1/4'NOSING <br />DIRECTION PER STRUCTURAL STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER GREATEST VARIANCE BETWEEN LARGEST <br />R TO 2ND FLOOR J.INT D.L REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR TREAD AND SMALLEST TREAD SK41-L NOT BE SECTION PLAN <br />ROM BD OR TRUSS PER STRUCT FOR NAILING & OTHER REG NAILING & OTHER RED. GREATER THAN 30. GREATEST VARIANCE <br />INSULATION AS PER SPEC INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL PrKRAREMENTS <br />PER SPEC. RISER SHALL NOT BE GREATER THAN 3/8'. <br />.K TOP OF CMU PREjENTGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES <br />�F (REFER TO ELEV.) 12 PER REF R G TRUSS MANUF DWGS 12 REFER TO TRUSS MANUF. DWG MIX STAIR DUAILS 11/01/2023 <br />­::::::�PER <br />EL—EV ASPHALT ROOF SHINGLE ELEV. ASPHALT ROOF SHINGLE — <br />(OR TILE PER SPEC.) (OR TILE PER SPEC) ZG-101 <br />�P TRUSS STRAP PER <br />IROEFFR TC.� E TRUSS STRAP PER <br />LEV.) STRUCT. DETAILS STRUCT. DETAILS <br />IS <br />1k;R <br />BOND BEAM PER PLAN d, REFER 19 PLAN PER t, REFER TO PLAN A35 CUP EA I IF% <br />A35 CLIP EA FLOOR <br />ELE <br />STRINGER TO STRINGER TO NGIRDEFJRIM�$M <br />FASCIA PER 2X LEDGER, PLANS 2X LEDGER, PLAINS PER PLAN PLANS <br />FASCIA PER COMMUNITY SPEC MAX. NAILING MAX. NAILING <br />11 COMMUNITY SPEC. <br />SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC <br />P SPEC <br />:ER <br />I BOND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS ;S <br />PRECAST UWML PER PLAN COWMWAND PRVAMalW ATTACHED PER MANUF <br />1 TO FLOOR TRUSS w/ 10d LSC TRAP (1P <br />INTERIOR EXTERIOR BOARD./ (4) Od NAILS (90 3- O.C. ALONG EA SSTRINGER <br />NING .1 RECAST M411i(l& ATTACHED BOTTOM CHORD AND ALL TO BACKER <br />TM? <br />BAND .1 (2)10d <br />SILL PER NAILS 0 4' OC, WEBS <br />SEE STRUCT FOR ffAGGERED <br />ALL REINF. RED. SEE STRUCT. FOR STAIR MAI 2V2812022 <br />ALL REINF RED. ZZ-102 <br />SE <br />U <br />SEE STRUCT. FOR ALL REINF. REG. INTERIOR 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 />0 -T FIN. FL. 01-7 FIN F 0'-V FIN. F <br />2x LET -IN THRUST BLOCK <br />-12 S' 2XIM2 ST <br />STRING STRING <br />FI, AC, <br />ST 1 (2) <br />FINI HEDGRADE (8)10d (0.148'x3l NAILS <br />FINISHED GRADE FINISHED GRADE VIM. ZX12 STAIR Is". 2X12 STAJR <br />TO WOOD FRAMING OR <br />PER ARCH. PER ARCH. <br />MONOLITHIC FND., SEE MONOLITHIC FND., SEE 3)I/4'K2-3/,r CONCRETE STRINGER STRINGER <br />MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR SCR LAB PLANS 2x LEDGER To PLANS (2) 2X8 BEAM <br />STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REG. ATTACHED <br />. I <br />WIDTH, DEPTH, & REINF RED WIDTH, DEPTH. & REINF. REG. (2) 2X8 HEADER <br />"Kalamom 2X6 FLOOR JOISTS <br />RWO.C. TO BEAM @ I 6.O.0 TO BEAM <br />6.4090fANGERS w/ LUS26 HANGERS <br />2 STORY WAL SEM 11/01/ 1 STORY WALL SECTION 11/0112= TYPICA I OR WALL 9M STAIR DETAILS 11/12/2021 <br />TIP STORY <br />WSG-041 WSM-010 M-020 ZnI34 <br />I \\\ <br />000 Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />No. 0 <br />29349 <br />E3 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />Z_ <br />0 BENJAMIN NIESE, PIE <br />P.E.# 86025 <br />3 F 411 <br />05/30/2024 <br />%910 <br />///,, Al. <br />DATE <br />III <br />H� <br />E 91, <br />E <br />-ji - <br />Fiel&tone <br />Michigan <br />3400 Auburn 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, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />0 <br />L4, 71'. <br />z <br />Z <br />w <br />wn <br />U, <br />_1 <br />C <br />04 <br />U <br />w <br />< <br />< <br />0 <br />N <br />C <br />7 <br />_j <br />DRAWN BY: I F=AE <br />[VERSION, <br />SHEET NAME <br />DETAILS - <br />misc. <br />SHEET # <br />S <br />