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2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER <br />w/ (8)10d (0.14"1 NAILS (2) 2X8 BEAM <br />TO WOOD FRAMING OR <br />(3)1/4',Q-3/4'CONCRETE T I STAIR DING_ <br />SCREWS TO SLAB �ELEV�6S 2X7 2 STAIR <br />PER ARCH. PER ARCH. STRINGER <br />n� PLANS PLANS <br />(2) 2X8 BEAM <br />2X6 FLOOR JOISTS @ 16' O.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS <br />TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER w/ (2)16d @ 1 S' O.C. TO BEAM <br />NAILS @ 8' O.C., STAGGERED w/ LUS26 RANGERS <br />T P F OOR <br />STRUCTURAL SHEATHING, REFER OL TOP OF OORELEV. PER PLANS A35 CLIP EA STRINGER TO EIEV. PER PLANS <br />12PER NA STRUCTURAL SHEETS FOR TRUSS/JOIST <br />NAILING & OTHER RED. 2X LEDGER, MAX. NAILING PER MANl1F. <br />ROOF TILE (OR SHINGLE PER SPEC.) <br />nnnnnnnn TRUSS STRAP PER STRUCT. DETAIL <br />FLOOR TRUSS PER MANUF. FLODR TRUSS FLOOR GIRDER/AIM <br />woo )Iy)o�vT WALL CONT. 2x BAND BOARD w/ PER MANUF. PER PLAN <br />(REFER TO ELEV.) N)10d NAILS TO EA TRUSS 2.6 LEDGER ATTACHED TO LSC STRAP @ EA <br />STRINGER TO BACKER <br />INSULATION AS 2x6 LEDGER ATTACHED TO FLOOR TRUSS w/ 10d NAILS <br />PER SPEC. FASCIA PER COMMUNITY SPEC. 2x BAND w/ (2)10d NAILS @ 3' O.C. ALONG BOTTOM <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 />1 1/2' MIN. <br />10' MIN. GRASPABLE HANDRAIL, 1 IZ MIN. <br />TREAD 1 1/4. MIN. TO 1 112, MAX. DIA. <br />HANDRAIL BRACKETS <br />TO BE CONNECTED TO RETURN HANDRAIL <br />�3 n i y LL FRAMING PER MANUF. INTO 1x BACKER BD. <br />7z RECOMMENDATIONS <br />FLOOR JOIST OR TRUSS SYSTEM <br />& DIRECTION PER STRUCTURAL /4' - 1 1/4' NOSING m O <br />STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER $ GREATEST VARIANCE BETWEEN LARGEST <br />REFER TO 2ND FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR �y, TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN <br />RIM BD. OR TRUSS PER STRUCT.FOR NAILING & OTHER RED. NAILING & OTHER RED. GREATER THAN 3/0 . GREATEST VARIANCE <br />INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REOl1N91174I8 <br />PER SPEC. RISER SHALL NOT BE GREATER THAN 3/B'. <br />T F PRE-ENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES. ^ L� DU <br />IIcc (REFER TO ELEV) REFER TO TRUSS MANUR DWGS 12 REFER TO TRUSS MANUF. DWG / `� STAIR ULIAIW 11/01/2023 <br />12 PER PER / 1 <br />QELEV. ASPHALT ROOF SHINGLE ELEV. ASPHALT ROOF SHINGLE a 1 v ..,.., <br />(OR TILE PER SPEC.) (OR TILE PER SPEC) W SG101 <br />T P F U TRUSS STRAP PER TRUSS STRAP PER <br />(REFER TO ELEV.) STRUCT. DETAILS STRUCT. DETAILS <br />BOND BEAM PEA PLAN R R T T A35 CLIP EA TW�p001 A35 CLIP FA TGIF FLOOR TV IF <br />u u STRINGER 70 ELEV. PER STRINGER TO ELEV. pFp GIRDER/RIM E(F/ pER <br />FASCIA PER 2X LEDGER, PANS 2X LEDGER, PLANS PER PLAN PLANS <br />COMMUNITY SPEC. <br />FASCIA PER COMMUNITY SPEC. - MAX. NAILING MAX. NAILING <br />SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC. <br />PER SPEC. BOND BEAM PER PLAN BOND BEAM PER PLAN <br />FLOOR TRUSS FLOOR TRUSS TRUSS/JOIST <br />INTERIOR EXTERIOR eoAROw (4)10d ���gTTACHS./ED PER TRAP(j <br />ANUF <br />PRECAST LINTEL PER PLAN eW4MBOARD N�40 TO FLOOR TRUSS wl tOd LSC STRAP @ <br />@kt♦16�60L11 ATTACHED NAILS @ 3' O.C. ALONG EA STRINGER <br />OPENING w/ PRECAST BOTTOM CHORD AND ALL TO BACKER <br />SILL PER PAN TEL*%AND w/ (2)10d WEBS <br />NAILS @ 4' O.C. <br />SEE STRUCT. FOR TAGGERED <br />ALL REINF, RED. SEE STRUCT. FOR 1 I t•IL �71�R UL 1� 2/28/2022 <br />ALL REINF. REO. S1 O .« <br />WSG102 <br />SEE STRUCT. FOR ALL REINF. RED. <br />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 />FIN. FL. FIN. FL. ,� Q {[FIN. FL. <br />�I 2x LET -IN THRUST BLOCK <br />FINISHEDGRADE FINISHED GRADE FINISHED GRADE w/ (8)10d (0.146'x3l NAILS ELEEV. & SIZE ANI6W11/106 <br />TO WOOD FRAMING OR 2X12 STAIR 8 IZE 2X12 STAIR <br />CH <br />MONOLITHIC FND., SEE (3)1/4'SQ-314-CONCRETE <br />MONOLITHIC FND., SEE MONOLITHIC FNO., SEE PNo <br />�LARNS S ads INGER STRINGER <br />STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR SCREWROT (2) 2X6 BEAM <br />WIDTH, DEPTH, & REINF. RED. STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. RED. ATTACHED TO <br />WIDTH, DEPTH, & REINF. RED. (2) 2X6 HEADER <br />BX—ot-ea 4 21X6 FLOOR JOISTS <br />0 a6SO.C. TO BEAM @ 16' O.C. TO BEAM <br />I��'{/�py L� �[/�7yy� �{/�py LPL L��/�}I/�M �ypL/��� L�/�py �L L��/rn/y� M DETAILS <br />.'T.Ga�NctRS w/LUS26 HANGERS <br />Ilf-11//1L 2 STOW WAL SE LM\ 11/01/2023 LLfLN/1L � STORY WALLSE SECTION 11/01/2023 IIGIMI �71V WALL JGVIM\ 11/01/2.23 IIf111/1L STAIR UCLAIW <br />3D4A SDI a. $D2 $1D w 11/122021 <br />WSG011 WSM-010 WSM-020 WSG101 <br />O00 Fieldstone <br />C.O.A.# ARCHITECURE: C F' • ' <br />i <br />AA26002802 <br />C.O.E.# ENGINEERING: No. <br />29349 <br />O IBRAHEM ELAYEB, PE �,o <br />P.E.# 91476 <br />■ BENJAMIN NIESE PE 0 STATE OF 1# <br />P.E.# 86025 i��s ' F40RIC • �N <br />0524 ''s/0IVA1. �� \` <br />DATE <br />Va36's51fr'ED`_ <br />E �tt<yL��a$SoE fi��.o <br />=�€ 2-2--Yp o_ <br />E�EFE <br />Ra��.arufrosQ?$$C� <br />8a`a He's€�€s <br />Michigan <br />3400 Aubum 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.fieldsioneae.com <br />0 <br />M <br />Z <br />O LLi , r <br />�O� <br />V <br />M > J <br />W W Q <br />J J 0 <br />I--1 <br />O <br />O <br />x CO <br />U <br />°C <br />CO� <br />V) <br />0Q= <br />cc <br />Q^a <br />H <br />0CLU <br />E-I <br />N <br />) <br />CD <br />W <br />LO <br />7 <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />MISC. <br />SHEET # <br />S4.3.1_ <br />